R-1749 - 09/11/2018 - CONTRACTS - Resolutions Exhibits費EVIEw oF CoNTRACTS
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VILLAGE OF OAK BR00K
CONTRACT FOR OAK BR00K GOLF CLUB PATIORENOVATION PROJECT
ⅥLLAGE OF OAK BR00K
CONTRACT FOR OAK BR00K GOLF CLUB PATIO
RENOVATION PROECT
TABLE OF CONTENTS
Page
ARTICLE I: TIIE WORI( ............1
1.1 Performance of the Work ...................1
1.2 Commencernent and Completion Dates ...............2
1.3 Required Submittals .........2
A. Submittals Required .........2
B. Number and Format ..........2
C. Time of Submission and Owner's Review. ..........2
D. Responsibility for De1ay........ .............3
1.4 Review and lnterpretation 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
i.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
1.13 Simultaneous Work By Others. ..........6
1.14 Occupancy Prior to Final Payment............ ...........6
1.15 Owner's Right to Terminate or Suspend Work for Convenience ..............................6
A. Termination or Suspension for Convenience .............. ...........6
B. Payment for Completed Work.. ..........6
ARTICLE II: CIIANGES AND DELAYS. ......................7
2.I 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 lnspection; Testing; Correction of Defects. ..........7
A. lnspection .......7
B. Re-[nspection............ ........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 Pa5rments.. ..........9
A. Payment in Installments .......... ...........9
B. Pay Requests............. ...... 10
C. Work Entire ....................10
5.4 Final Acceptance and Final Payment............ .....10
A. Notice of Completion............ ...........10
B. Punch List and Final Acceptance......... ..............10
C. Final Payment............ .....10
5.5 Liens .............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............... .................11
B. Use of Withheld Funds.. ...................12
ARTICLE VI: DISPUTES AND R8M8DIES............... ..................12
6.1 Dispute Resolution Procedure ..........12
A. Notice of Disputes and Objections.......... ...........12
B. Negotiation of Disputes and Objections .............12
6.2 Contractor's Remedies............... ......1,2
6.3 Owner's Remedies.. ........13
6.4 Owner's Additional Ronedy for Delay.. ............14
6.5 Terminations and Suspensions Deemed for Convenience.......... ...........14
ARTICLE VII: LEGAL RELATIONSHIPS AND RBQUIREMENTS .........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 .....I7
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 Severabi1ity............... ...... 18
7.15 Entire Agreement ............18
7.16 Amendments............... ...................... 19
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Contractor's Certification
Attachment A: Supplernental Schedule of Contract Terms
Attachment B: Specifications
Attachment C: List of Drawings
Attachment D: Special Project Requirements
Appendix 1: Prevailing Wages
Appendix 2: Form of Performance Bond
Appendix 3: Form of Labor and Materials Bond
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ⅥLLAGE OF OAK BR00K
CONTRACT FOR OAK BR00K GOLF CLUB PATIO
RENOVATION PROECT
In consideration of the mutual promises set forth below, the Village of Oak Brook, 1200
Oak Brook Road, Oak Brookr lllinois, 60523, an Illinois municipal corporation ("Ownet''), and
Orbis Construction Companv. Inc.. 27396 Volo Villaee Road. Volo. Illinois 60073. a
Corporation ("Contractor"), make this Contract as of
"Effective Date") and hereby agree as follows:
2018, Kthe
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 "Worlt':
1. Labor. Equipment. Materials. and Supplies. Provide, perform, and complete, in the
manner described and specified in this Contract, all necessary work, labor, services,
transportation, equipment, materials, apparatus, machinery, tools, fuels, gas,
electric, water, waste disposal, information, data, and other means and items
necessary to accomplish the Project at the Work Site, both as defined in
Attachment A, in accordance with the specifications attached hereto as
Attachment B, the drawings identified in the list attached hereto as Attachment C,
and the Special Project Requirements attached hereto as Attachment D.
2. Permits. Except as otherwise provided in Attachment A, procure and furnish all
permits, licenses, and other governmental 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 arranging for utility and other services needed for the
Work and for testing, including the installation of temporary utility lines, wiring,
switches, fixtures, hoses, connections, and meters, and providing sufficient sanitary
conveniences and shelters to accommodate all workers and all personnel of Owner
engaged in the Work.
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6. Ouality. Provide, perform, and complete all of the foregoing in a proper and
worhnanlike manner, consistent with the highest standards of professional and
construction practices and in fulI 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 fulI compliance with this
Contract not later than the "Completion Date" set forth in Attachment A. The time of
commencement, rate of progress, and time of completion are referred to in this Contract as the
"Contract Time."
1.3 Required Submittals
A. Submittals Required. Contractor must submit to Owner all documents, data, and
information specifically required to be submitted by Contractor under this Contract and must, in
addition, submit to Owner all such drawings, specifications, descriptive information, and
engineering documents, data, and information as may be required, or as may be requested by
Owner, to show the details of the Work, including a complete description of all equipment,
materials, and supplies to be provided under this Contract ("Required Submittals"). Such details
must include, but are not limited to, design data, structural and operating features, principal
dimensions, space required or provided, clearances required or provided, typo and brand of finish,
and all similar matters, for all components of the Work.
B. Number and Format. Contractor must provide three complete sets for each
Required Submittal. All Required Submittals must be prepared on white 8-ll2"xl1" 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 Ownerhas 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. Responsibilit), for Dela)'. Contractor is responsible for any delay in the Work due
to delay in providing Required Submittals conforming to this Contract.
1.4 Review and Interpretation of Contract Provisions
Contractor represents and warrants that it has carefully reviewed this Contract, including
all of its Attachments, and the drawings identified in Attachment C, all of which are by this
reference incorporated into and made a part of this Conkact. Conkactor must, at no increase in
the Contract Price, provide worhnanship, 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 identifuing 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 notify Owner of any discrepancy, error, omission, ambiguity, or
conflict among any of the provisions of this Contract before proceeding with any Work affected
thereby. If Contractor fails to give such notice to Owner, then the subsequent decision of Owner
as to which provision of this Contract governs is final, and any corrective work required does not
entitle Contractor to any damages, to any compensation in excess of the Contract Price, or to any
delay or extension of the Contract Time.
When the equipment, materials, or supplies furnished by Contractor cannot be installed as
specified in this Contract, Contractor must, without any increase in the Contract Price, make all
modifications required to properly install the equipment, materials, or supplies. Any such
modification is subject to the prior review and consent of Owner.
1.5 Conditions at the Work Site: Record Drawings
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 of the Contract Price, or for a delay or extension of the Contract Time based upon conditions
found at, or in the vicinity of, the Work Site. When information pertaining to subsurface,
underground or other concealed conditions, soils analysis, borings, test pits, utility locations or
conditions, buried structures, condition of existing structures, and other investigations is or has
been provided by Owner, or is or has been otherwise made available to Contractor by Owner, such
information is or has been provided or made available solely for the convenience of Contractor
and is not part of this Contract. Owner assumes no responsibility whatever in respect to the
sufficiency or accuracy of such information, and there is no guaranty or waranty, 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.
Contractor must 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
verifu 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 Conhact 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 warants 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 warants that it is ready, willing, able and prepared to begin the
Work on the Commencement Date and that the Contract Time is sufficient time to permit
completion of the Work in full compliance with, and as required by or pursuant to, this Contract
for the Contract Price, all with due regard to all natural and man-made conditions that may affect
the Work or the Work Site and all difficulties, hindrances, and delays that may be incident to the
Work.
1.9 Safetv at the Work Site
Contractor is solely and completely responsible for providing and maintaining safe
conditions at the Work Site, including the safety of all persons and property during performance
of the Work. This requirement applies continuously and is not limited to normal working hours.
Contractor must take all safety precautions as necessary to comply with all applicable laws and to
prevent injury to persons and damage to property.
1.8
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Contractor must conduct all of its operations without intemrption or interference with
vehicular and pedestrian trafEc on public and private rights-of-way, unless it has obtained permits
therefor from the proper authorities. If any public or private right-of-way are rendered unsafe by
Contractor's operations, Contractor must make such repairs or provide such temporary ways or
guards as are acceptable to the proper authorities.
1.10 Cleanliness of the Work Site and Environs
Contractor must keep the Work Site and adjacent areas clean at all times during
performance of the Work and must, upon completion of the Work, leave the Work Site and
adjacent areas in a clean and orderly condition.
1.11 Damaee to the Work. the Work Site. and Other Propertv
The Work and everything pertaining thereto is provided, performed, completed, and
maintained at the sole risk and cost of Contractor from the Commencement Date until Final
Payment. Contractor is fully responsible for the protection of all public and private property and
all persons. Without limiting the foregoing, Contractor must, at its own cost and expense, provide
all permanent and temporary shoring, anchoring and bracing required by the nature of the Work
in order to make all parts absolutely stable and rigid, even when such shoring, anchoring and
bracing is not explicitly specified, and support and protect all buildings, bridges, roadways,
conduits, wires, water pipes, gas pipes, sewers, pavernents, curbs, sidewalks, fixfures and
landscaping of all kinds and all other public or private property that may be encountered or
endangered in providing, performing and completing the Work. Contractor will have no claim
against Owner because of any damage or loss to the Work or to Contractor's equipment, materials,
or supplies from any cause whatsoever, including damage or loss due to simultaneous work by
others. Contractor must, promptly and without charge to Owner, repair or replace, to the
satisfaction of Owner, any damage done to, and any loss suffered by, the Work and any damage
done to, and any loss sufflered 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 indemniff, hold harmless, or reimburse
Contractor for the cost of any repair or replacement work required by this Section.
l.l2 Subcontractors and Sunpliers
A. Approval and Use of Subcontractors and Suppliers. Contractor must perform the
Work with its own personnel and under the management, supervision, and control of its own
organization unless otherwise approved by Owner in writing. All subcontractors, suppliers, and
subcontracts used by Contractor must be acceptable to, and approved in advance by, Owner.
Owner's approval of any subcontractor, supplier, and subcontract does not relieve Contractor of
full responsibility and liability for the provision, performance, and completion of the Work in full
compliance with, and as required by or pursuant to, this Contract. All Work performed under any
subcontract is subject to all of the provisions of this Contract in the same manner as if performed
by employees of Contractor. Every reference in this Contract to "Contractor" is deemed also to
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refer to all subcontractors and suppliers of Contractor. Every subcontract must include a provision
binding the subcontractor or supplier to all provisions of this Contract.
B. Removal of Subcontractors and Suppliers. If any subcontractor or supplier fails to
perform the part of the Work undertaken by it in a manner satisfactory to Owner, Contractor must
immediately upon notice from Owner terminate such subcontractor or supplier. Contractor will
have no claim for damages, for compensation in excess of the Contract Price, or for a delay or
extension of the Contract Time as a result of any such termination.
1.13 Simultaneous Work Bv Others
Owner has the right to perform or have performed such other work as Owner may desire
in, about, or near the Work Site during the performance of the Work by Contractor. Contractor
must make 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 Occupancv Prior to Final Pavment
Owner will have the right, at its election, to occupy, use, or place in service any part of the
Work prior to Final Payment. Such occupancy, use, or placernent in service must be conducted in
such manner as not to damage any of the Work or to unreasonably interfere with the progress of
the Work. No such occupancy, use, or placement 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. Pa].rment for Completed Work. ln the event of any termination pursuant to
Subsection 1 .15A above, Owner must pay Contractor (1) such direct costs, excluding overhead, as
Contractor has paid or incurred for all Work done in compliance with, and as required by or
pursuant to, this Contract up to the effective date of termination together with ten percent of such
costs for overhead and profit; and (2) such other costs pertaining to the Work, exclusive of
overhead and profit, as Contractor may have reasonably and necessarily incurred as the result of
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such termination. Any such payrnent may be offset by *y prior payment or payments and
subject to Owner's rights to withhold and deduct as provided in this Contract.
ARTICLE II: CHANGES AND DELAYS
2.1 Chanses
Owner has the right, by written order executed by Owner, to make changes in the Contract,
the Work, the Work Site, and the Contract Time ("Change Order"). If any Change Order causes
an increase or decrease in the amount of the Work, an equitable adjustment in the Contract Price
or Contract Time may be made. All claims by Contractor for an equitable adjustment in either the
Contract Price or the Contract Time must be made within two business days following receipt of
such Change Order, and may, if not made prior to such time, be conclusively deemed to have been
waived. No decrease in the amount of the Work caused by any Change Order will entitle
Contractor to make any claim for damages, anticipated profits, or other compensation.
2.2 Delavs
A. Extensions for Unavoidable Delays. For any delay that may result from causes that
could not be avoided or controlled by Contractor, Contractor must, upon timely written
application, be entitled to issuance of a Change Order providing for an extension of the Contract
Time for a period of time equal to the delay resulting from such unavoidable cause. No extension
of the Contract Time will be allowed for any other delay in completion of the Work.
B. No Compensation for Delays. No payment, compensation, damages, or adjustment
of any kind, other than the extension of the Confact Time provided in Subsection 2.2A above,
may be made to, or claimed by, Contractor because of hindrances or delays from any cause in the
cornmencement, 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 furnish, 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 maybe 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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CONTRACT
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 stictly to the requirements of this Contact.
3.2 Warrantv of Work
A. Scope of Waranty. 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. Repairsl Extension of Warranty. Contractor, promptly and without charge, must
correct any failure to fulfill the above warranty that may be discovered or develop at any time
within one year after Final Payment or such longer period as may be prescribed in Attachment B
or Attachment D to this Contract or by law. The above warranty may be extended automatically
to cover all repaired and replacement parts and labor provided or performed under such warranty
and Contractor's obligation to correct Work may be extended for a period of one year from the
date of such repair or replacement. The time period established in this Subsection 3.2B relates
only to the specific obligation of Contractor to correct Work and may not be construed to establish
a period of limitation with respect to other obligations that Contractor has under this Contract.
C. Subcontractor and Supplier Warranties. Whenever Attachment B or Attachment D
requires a subcontractor or supplier to provide a guaranty or warranty, Contractor is solely
responsible for obtaining said guaranty or waranty 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
CONTRACT
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 indemnify and save harmless Owner and all of it
elected officials, officers, employees, attorneys, agents, and representatives against any and all
lawsuits, claims, danands, damages,liabilities,losses, and expenses, including attorneys' fees and
administrative expenses, that may arise, or be alleged to have arisen, out of or in connection with
Contractor's performance of, or failure to perform, the Work or any part thereof, whether or not
due or claimed to be due in whole or in part to the active, passive, or concurrent negligence or fault
of Contractor, except to the extent caused solely by the negligence of Owner.
ARTICLE V: PAYMENT
5.1 Contract Price
Owner must pay to Contractor, in accordance with and subject to the terms and conditions
set forth in this Article V and Attachment A, and Contractor must accept in full satisfaction for
providing, performing, and completing the Work, the amount or amounts set forth in Attachment A
(the"Contract Price"), subject to any additions, deductions, or withholdings provided for in this
Contract.
5.2 Taxes and Benefits
Owner is exempt from and will not be responsible to pay, or reimburse Contractor for, any
state or local sales, use, or excise taxes. The Contract Price includes all other applicable federal,
state, and local taxes of every kind and nature applicable to the Work as well as all taxes,
contributions, and premiums for unemployment insurance, old age or retirement benefits,
pensions, annuities, or other similar benefits. All claim or right to claim additional compensation
by reason of the payment of any such tax, contribution, or premium is hereby waived and released
by Contractor.
5.3 Progress Pavments
A. Payment in Installments. The Contract Price must be paid in monthly installments
in the manner set forth in Attachment A ("Progress Payments").
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CONTRACT
B. Pay Requests. The Village of Oak Brook authorizes the payment of invoices on
the second and fourth Tuesday of the month. For consideration on one of these dates, payrnent
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 of Contractor and for no other purpose.
5.4 Final Acceptance and Final Pavment
A. Notice of Completion. When the Work has been completed and is ready in all
respects for acceptance by Owner, Contractor must notifu Owner and request a final inspection
("Notice of Completion"). Contractor's Notice of Completion must be given sufficiently in
advance of the Completion Date to allow for scheduling ofthe final inspection and for completion
or correction before the Completion Date of any iterns identified by such inspection as being
defective, damaged, flawed, unsuitable, nonconforming, incomplete, or otherwise not in full
compliance with, or as required by or pursuant to, this Contract ("Punch List Worll').
B. Punch List and Final Acceptance. The Work may be finally accepted when, and
only when, the whole and all parts thereof have been completed to the satisfaction of Owner in full
compliance with, and as required by or pursuant to, this Contract. Upon receipt of Contractor's
Notice of Completion, Owner must make a review of the Work and 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, fumished for, arising out of, relating to, or in connection
with the Work or for or on account of any act or neglect of Owner arising out of, relating to, or in
connection with the Work.
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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 iterns provided under this Contract
after they have been installed in, incorporated into, attached to, or affixed to, the Work or the Work
Site. All such equipment, materials, supplies, and other items will, upon being so installed,
incorporated, attached or affixed, become the property of Owner, but such title will not release
Contractor from its duty to insure and protect the Work in accordance with the requirements of
this Contract.
B. Waivers of Lien. Contractor must, from time to time at Owner's request and in any
event prior to Final Payment, fumish 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, deerns necessary to satisff such
Lien and to pay the costs and expenses, including attorneys' fees and administrative expenses, of
any actions brought in connection therewith or by reason thereof.
D. Protection of Owner Only. This Section does not operate to relieve Contractor's
surety or sureties from any of their obligations under the Bonds, nor may it be deemed to vest any
right, interest, or entitlement in any subcontractor or supplier. Owner's retention of funds pursuant
to this Section is deemed solely for the protection of its own interests pending removal of such
Liens by Contractor, and Owner will have no obligation to apply such funds to such removal but
may, nevertheless, do so where Owner's interests would thereby be served.
5.6 Deductions
A. Owner's Right 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 attorneys' 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 5.6,4' above until Contractor has either performed the obligations in
question or furnished security for such performance satisfactory to Owner. Owner is entitled to
apply any money withheld or any other money due Contractor under this Contract to reimburse
itself for any and all costs, expenses, losses, damages, liabilities, suits, judgments, awards,
attorneys' fees and administrative expenses incurred, suffered, or sustained by Owner and
chargeable to Contractor under this Contract.
ARTICLE VI: DISPUTES AND REMEDIES
6.1 Dispute Resolution Procedure
A. Notice of Disputes and Objections. If Contractor disputes or objects to any
requirement, direction, instruction, interpretation, determination, or decision of 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
deemed (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 satisff 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 fulI 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 satis$r any other requirement
of this Contract or has failed to pay its debts as they come d:ue ("Event of Default'), 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 remedies provided by law or equity, to pursue any one or more of the
following remedies:
l. Owner may require Contractor, within such reasonable time as may be fixed by
Owner, to complete or correct all or any part of the Work that is defective, damaged,
flawed, unsuitable, nonconforming, or incomplete; to remove from the Work Site
any such Work; to accelerate all or any part of the Work; and to take any or all other
action necessary to bring Contractor and the Work into strict compliance with this
Contract.
Owner may perform or have performed all Work necessary for the accomplishment
of the results stated in Paragraph 1 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 willbe 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.
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CONTRACT
payrnents due under such subcontracts and supplier contracts for any Work
provided or performed prior to such assignment.
7. Ownermaywithhold from anyProgress Payment or Final Payment, whether ornot
previously approved, or may recover from Contractor, any and all costs, including
attomeys' 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 sufflered 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 remedies under Section 6.3 of this Contract or may, in the
exercise of its sole and absolute discretion, permit Contractor to complete the Work but charge to
Contractor, and deduct from any Progress or Final Payments, whether or not previously approved,
administrative expenses and costs for each day completion of the Work is delayed beyond the
Completion Date, computed on the basis of the "Per Diem Administrative Charge" set forth in
Affachment 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 REQTIIREMENTS
7.1 Bindine Effect
This Contract is binding on Owner and Contractor and on their respective heirs, executors,
administrators, personal representatives, and permitted successors and assigns. Every reference in
this Contract to a party is deemed to be a reference to the authorized officers, employees, agents,
and representatives of such party.
7.2 Relationship of the Parties
Contractor will act as an independent contractor in providing and performing the Work.
Nothing in, nor done pursuant to, this Contract may be construed (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.
-14-
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 allloss 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 Conhactor 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, Eroup, 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, group, 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 Confract, 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
wriffen 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 5/9-3 18. 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
A1l 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 pu{pose other than performance of the Work.
7.6 No Waiver
No examination, inspection, investigation, test, measurement, review, determination,
decision, certificate, or approval by Owner, nor any order by Owner for the payment of money,
nor any payment for, or use, occupancy, possession, or acceptance of, the whole or any part of the
Work by Owner, nor any extension of time granted by Owner, nor any delay by Owner in
exercising any right under this Contract, nor any other act or omission of Owner may constifute or
be deemed to be an acceptance of any defective, damaged, flawed, unsuitable, nonconforming or
‐15‐
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 Contactor 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, return receipt requested.
Notices and communications to Owner must be addressed to, and delivered at, the
following address:
Village of Oak Brook
1200 Oak Brook Road
Oak Brook, Illinois 60523
Affention: Sean Creed, Golf Club Manager/Superintendent
Notices and communications to Contractor must be addressed to, and delivered at, the
following address:
Orbis Construction Company. Inc.
27396 Volo Villaee Road
Volo. Illinois 60073
Attention: Derek Watson
The foregoing may not be deemed to preclude the use of other non-oral means of
notification or to invalidate any notice properly gtven 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 Governins Laws
This Contract and the rights of Owner and Contractor under this Contract will be
interpreted according to the intemal laws, but not the conflict of laws rules, of the State of Illinois;
venue for any action related to this Contract will be in the Circuit Court of DuPage County, Illinois.
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CONTRACT
7.10 Chanses 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 Deparhnent of Labor,
in ef[ect as of the date of this Contract, has been affached as an Appendix to this Contract; if the
Illinois Department of Labor revises the prevailing rate of hourly wages to be paid, the revised rate
applies to this Contract); any other applicable prevailing wage laws; the Fair Labor Standards Act;
any statutes regarding qualification to do business; any statutes requiring preference to laborers of
specified classes; the Illinois Steel Products Procurement Act, 30 ILCS 56511et seq.; any statutes
prohibiting discrimination because of, or requiring affirmative action based on, race, creed, color,
national origin, age, sex, or other prohibited classification, including, without limitation, the
Americans with Disabilities Act of 1990,42 U.S.C. $$ 12101 et seq., the Illinois Human Rights
Act,775ILCS 5/1-101 et seq., and the Public Works Discrimination Act, 775 ILCS 10/0.01 et
seq.; and any statutes regarding safety or the performance of the Work, including the Illinois
Underground Utility Facilities Damage Prevention Act, 220 ILCS 50ll et seq., and the
Occupational Safety and Health Act of 1970,29 U.S.C. $$ 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. Prevailins 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 reiy 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.
-17-
CONTRACT
D. Required Provisions Deemed Inserted. Every provision of law required by law to
be inserted into this Contract is deemed to be inserted herein.
7.12 Compliance with Patents
A. Assumption of Costs. Royalties. and Fees. Contractor will pay or cause to be paid
all costs, royalties, and fees arising from the use on, or the incorporation into, the Work, ofpatented
equipment, materials, supplies, tools, appliances, devices, processes, or inventions.
B. Effect of Contractor Being 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
substitution, to have supplied, and to retain and use, any such equipment, materials, supplies, tools,
appliances, devices, processes, or inventions as may by this Contract be required to 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 Agreement
This Contract sets forth the entire agreement of Owner and Conhactor with respect to the
accomplishment of the Work and the payment of the Contract Price therefor, and there are no other
CONTRACT
understandings or agreements,oral or wntten,between Owner and Contractor with respectto the
Work and the compensation therefor.
7.16 AInendments
No lnodiflcation,addition,deletion,revlsion,alteration or other change to this Contract is
effective unless and until such change is reduced to writing and executed and delivered by 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.
By:
Name:
Title:
Attest:
By:
Name:
Title:
oRBIS CONSTRUCTION COMPAIIY, rNC.
I
I,y:
Name:
Title:
Affest:
By:
Name:
Title:
ilrrrr^f
‐20-
VILLAGE
)ere< VUF".^I
CONTRACTOR'S CERTIFICATION
STATE OF ILLINOIS
COUNTY OF
CONTRACTOR' S CERTIFICATION
T;Et"-ra \klr-,*l ,rontractor's executing officerJ, being
first duly sworn on oath, deposes and states that all statements herein made are made on behalf
of Contractor, that this deponent is authorized to make thon, and that the statements contained
herein are true and correct.
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 33E of the Criminal Code of 196l,720ILCS 5/33E-l et qgq.; or (ii) a
violation of the USA Patriot Act of 2001, 107 Public Law 56 (October 26,2001) (the"Patriot
Acf') or other statutes, orders, rules, and regulations of the United States govemment and its
various executive departments, agencies and ofEces related to the subject matter of the Patriot
Act, including, but not limited to, Executive Order 13224 efflective Septernber 24,2001.)) SS)DATED: SeFr Zlf ,zo rb.
ORBIS CONSTRUCTION COMPANY,INC.
Title:
Attest:
By:
I
-
Name: *P* Vrhrs*l
ⅢcSubscHbed and Swom to beforerne on ,2ビ
レ
ー
(SEAL)
ⅥLLAGE OF OAK BR00K
OAK BR00K GOLF CLUB PATIO RENOVATION PROECT
ATTACHMENT A
SUPPLEMENTAL SCHEDULE OF CONTRACT TERMS
fCheck applicable boxes and insert required information.J
1. Proiect:
Renovation of the Golf Club Patio as indicated in the drawings and described herein.
The general contractor shall provide and install all materials, unless noted otherwise.
Scope of work includes, but not necessarily limited to, expansion, excavation, selective
dernolition, concrete work, masonry, trellis,lighting, gas to fire pits and related work as
shown on the drawings and described herein.
2, Work Site:
Oak Brook Golf Club, 2606 York Road, Oak Brook, Illinois 60523.
3. Permits. Licenses. Approvals. and Authorizations:
Contractor must obtain all required governmental permits, licenses, approvals, and
authorizations. Village permit fees will be waived.
4, Commencement Date:
October 1,2018
5. Completion Date:
Substantial Completion by November 23,2018. The Completion Date will be subject
to equitable adjustrnent 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 contact, 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.
Each contractor performing any work pursuant to a contract with Owner and each permittee
-1-
ATTACHMENT A
working under a permit as required pursuant to the provisions ofTitle 1 of Chapter 8 of the
Code of Ordinances of the Village of Oak Brook (hereinafter referred to as "Insuredu) shall
be required to carry such insurance as specified herein. Such contactor and permittee shall
procure and maintain for the duration of the confract or permit insurance against claims for
injuries to persons or damages to property which may arise from or in connection with the
performance of the work under the contract or permit, either by the contractor, permittee, or
their age,nts, representatives, employees or subcontractors.
A contractor or permittee shall maintain insurance with limits no less than:
A. General Liability - $2,000,000 combined single limit per occurrence for bodily injury,
personal injury and property damage, provided that when the estimated cost of the
work in question does not exceed $25,000, the required limit shall be $1,000,000;
B. Automobile Liability (if applicable) - $1,000,000 combined single limit per accident
forbodily injury and property damage;
C. Worker's Compensation and Employer's Liability - Worker's Compe,nsation limits as
required by the Labor Code of the State of Illinois and Employer's Liability limits of
$ 1,000,000 per accide,nt.
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, ofificials, employees and volunteers are to be covered
as additional insureds as respects: liability arising out of activities performed
by or on behalf of the tnsured; pronises 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, employees, volunteers,
or agents.
(2) The lnsured's insurance coverage shall be primary insurance as respect to the
Owner, its officers, ofEcials, employees, volunteers and agents. Anyinsurance
or self-insurance maintained by the Owner, its officers, officials, employees,
volunteers or agents shall be in excess of the lnsured's insurance and shall not
contribute with it.
(3) Any failure to comply with reporting provisions of the policies shall not affect
-2-
ATTACHMENT A
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 zuit is brought except with respect to the limits of the
insurer's liability.
E. Worker's Compe,nsation and Employer's Liability Coverage
The policy shall waive all rights of subrogation against the Owner, its officers,
officials, employees, volunteers and agents for losses arising from work
performed by the insured for the Owner.
Each insurance policy shall be endorsed to state that coverage shall not be suspended,
voided, canceled by either 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 Insureds. Insurance is to be placed with insurers with a Best's rating of no less
than A: WI.
Each Insured shall furnish the Owner with certificates of insurance and wittr 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
insurerto bind coverage on its behalf. The certificates and endorseme,nts 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 fie 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 subcontactor. All coverages for
subconfactors shall be subject to all of the requirements stated herein.
trD Builders Risk Insurance. This insurance must be written in completed value
form, must protect Contractor and Owner against "all risks" of direct physical
loss to buildings, structures, equipment, and materials to be used in 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-furnished equipment and materials to be constructed or installed by
Contractor.
‐3‐
ATTACHMENT A
This insurance must include coverage while equipment or materials are in
warehouses, during installation, during testing, and after the Work is completed,
but prior to Final Payment. This insurance must include coverage while Owner
is occupying all or any part of the Work prior to Final Payment without the need
for the insurance company's consent.
E. Owner's and Contractor's Protective Liabilitv Insurance. Contractor, at its sole
cost and expense, must purchase this Insurance in the name of Owner with a
combined single limit for bodily injury and property damage of not less than
$1,000,000.
F. Umbrella Policv. The required coverage may be in the form of an umbrella
policy above $2,000,000 primary coverage. All umbrella policies must provide
excess coverage over underlying insurance on a following-form basis so that,
when any loss covered by the primary policy exceeds the limits under the
primary policy, the excess or umbrella policy becomes effective to cover that
loss.
Deductible.
more than $
Each policy must have a deductible or self-insured retention of not
Owner as Additional lnsured. Owner must be named as an Additional Insured
on the following policies:
Williams Architects
The Additional Insured endorsement must identiff 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.
I. Other Parties as Additional Insureds. In addition to Owner, the following parties
must be named as additional insured on the following policies:
G.
XH.XAdditional lnsured
Willialns Architects
‐4‐
Policv or Policies
7.
ATTACHMENT A
Contract Price:
SCHEDULE OF PRICES
A. LUMP SUM CONTRACT
1. Provide and install all materials needed for the renovation of the patio at the Golf
Club Patio as indicated in the drawings and described herein. For providing,
performing, and completing Work, the total Contract Price of :
$ 279.500.00
In words Two Hundred and Seventy-Nine Thousand Five Hundred Dollars
The lump sum contract includes the following allowances per Section 012100:
A. Contingency Allowance
B. Testing Allowance
$5,000
$1,000
8。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 10 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 overpaynent
of Contractor on component parts of the Work to be performed first will
not be accepted. The Breakdown Schedule must be revised and
resubmitted until acceptable to Owner. No payment may be made for
any lump sum itern until Contractor has submitted, and Owner has
approved, an acceptable Breakdown Schedule.
Owner may require that the approved Breakdown Schedule be revised
based on developments occurring during the provision and performance
of the Work. If Contractor fails to submit a revised Breakdown Schedule
-5-
ATTACHMENT A
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.
(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 Pa5rments 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 reimbursernent 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.
9. Per Diem Administrative Charse:
$500 per day.
10. 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-
ATTACⅡDIIENT B
VILLAGE OF OAK BR00K
OAK BR00K GOLF CLUB PATIO RENOVAT10N PROJECT
ATTACHDIENT B
SPECIFICATIONS
Oak Brook Gor Ciub Pa∥。Renova∥on′Prolect No.2018‐027
TABLE OF CONTENTS
D:ⅥSiON O-3:DDiNG REQU:REMENTS AND CONTRACT FORMS
003110.….,EX:STINC COND「F:ONINFORMAT:ON..
D:ⅥSiON l―GENERAL REQU:REMENTS
011∞0 .,..SUMMARY.……。.…・・ ¨・`,・・・.¨・・・●●●●●¨
`・
.…●|●●|・ …・..“.・ ・. …… ・ ・・ ・ ……¨ ・…3012100_ _ALLOWANCES_…… …… .
013100.……PROJECT MANAGEMENT AND C∞RD:NAT10N ……。..………5014000..・ .¨QUALITY REQU:REMENTS.… .¨5015000 ¨TEMPORARY FACIL:TIES AND CONTROLS………………………………・…・………… …‐5016000 . PRODUCT REQUIREMENIS…… ………… ………………………………017300 EXECUT10N… ¨.………… ……・ ……………..¨・.・ … ・ ・017700.¨¨CLOSEOUT PROCEDURES
017339 “ PROJECT RECORD DOCUMENTS.….…..……
・・・ …‐‐・ ……6…・・………………… 5
.…………………¨4017900 DEMONSTRAT10N AND TRA!NING.…¨….・・… ……… ………………………・……,・ …・・……・5
DMSiON 02-EXIST:Ne CONDIT:ONS
024119_ SELECT:VE DEMOLIT!ON.… ….¨¨¨
DIⅥSiON 03-CONCRETE
033000......CAST‐IN‐PLACE CONCRETE.……….・・・・…・・…・・・・・・………・…・.…………………¨……・……・ 16035350 . CEMENTIT10US STAMPABLE OVERLAY.……,…………・・.・・…………………………………60MS:ON 04-MASONRY
042000… UNr「MASONRY.………………………………… .・ ………………・・.・ ・・………………………… …13044313 13 ANCHORED STONE MASONRY VENEER .. …..………・・・¨。・・…¨¨・,・ ¨・・・¨ ・¨¨・・・7
DMSiON 05-METALS
055213 .PIPE AND TUBE RA!LINGS.… … … . .¨..・・¨・・`¨..・ ¨.・・・ ●…………・ ¨ ‐ …‐ ¨7D:ⅥSiON 10-SPEC:ALTIES
105300 ..PERGOLAS…… … … ………………………・.¨・………………………………………… ………………4DMSIoN 23-HEATING,VENT:LAT:NG,AND A:R CONIDT10N:NG
231123 ¨FACILITY NATURAL‐GAS P:P:NG… ………¨ … .…・….…… … ……… ……¨…… 11
TOC‐1
Oak Brook Gor Club PaJo Renovationノ Proled No 2018Ю 27
DMSЮ N26-ELECTRICAL
…………………3……………….・5
……‐‐…………………‐・¨3………………・・・…….・ …・・4
……………・・ '・ '……●|,,・ ・・・●…●●●………・・・・・・………・・・・………・ ……4TOC‐2260533..….RACEWAY AND 30XES FOR ELEC:ド :CAL SYSTEMS,………………………………………8260553.…,:DENTIF:CA■ON FOR ELECTRiCAL SYSTEMS…………..……………・・……………………4260923 ¨LIGHT:NG∞NTROL DEViCES…..….¨¨.¨¨¨¨¨・ `・・ ・ ・ ● _¨_…・¨・…・・ …・3
●n●7●^ uコ ]●lN^hr、′1●EQ
Oak Brook Golf Club PaJo Renovatlon′ProieCt No:2018‐027
DOCuMENT 003119
EXIS■NC COND「:ONlNFORMAT:ON
l,l EXiST:NG CONDIT:ON INFORMAT10NA山
鱗∬L選 捕綴 幡 椰 ]i朧 鳥ぷ胤:楓 「靱 :需 謂脚器引dders'own invettgalons.They are made ava“abie fOrB:dders'convenience and infomaJon,but are not a waranty or existtng cOndiUons.This Docu魚 ent andits attachments are not part Ofhe Connct Documents.
END OF DOCUMENT
EX:STINC CONDiT10N iNFORMAT10N
003119‐1
1。l RELATED DOCUMENTS
A. Dttwings and geneml prOvisions of the Contract,including cenem!and supp:ementary condi∥ons and
other DivisiOn Oヨ Specirlca10n Sectionsi apply to this Seolon.
Oak Brook GoF Oub pa」o Renovationノ Proied No.2018‐027
SECT00N 111000
SuMMARY
PART l・ GENERAL
SuMMARY
Section:ndudesi
l. ProiectinfOmatiOn.
2. WOrk∞vettd by Conttct Documents.
3. Work by OwneL
4. Wo∥《under separate●ontracts,
5. Owner‐fumished productst
6: Access to s:o.
ア. Stte coordinaliOn‐
3。 Work鵬 澪籠dions`
9, Speo輌 cation and drawing conventions,
Related Requlrements:
1. Section o15000 Temporav Faci∥ties and Conむ っls・ for∥mitatlons and procedures 9ovenling
tempo日 ry use of Ownlrs faoi:ileS.
WORK COVERED BY CONTMCT DOCUMENTS
The Work of Projec{ is defined by the Contracl Documents and consists of the following:
1. Patio Renovation and Expansion.
Excavation, selective demolition, concrete work, masonry, trellis, lighting, gas to fire pits and
related work.
Tlpe of Contract:
1. Project will be constructed under a single prime contract.
SUMMARY
011000‐11.2
A.
1.3
B.
A.
Oak Br●●kG●li Club PaJo Renovol●n′Pttecl No 2018‐027
14 WORK UNDER SEPARATE CONTRACTS
A, Genera"Cooperate fu∥y輛 h separate∞ntractors so woは on those contraas may be camed out
sm∞th:y,wthoutintyerng輛 曲。r delaメ ng"rk under this Conttct or tther conl●●ts Coordinate the
Wo泳 ofthis Contact ttth wo慮 perforlned under sepamte conhcts
1.5 ACCESS TO SITE
CeneraL Conhctor sha"have lmtt use●f Prolect slte f●ァ∞n,曲 に日on opetthns as indicated on
Dra輛 ngs by he Conttct∥mits and as lndicated by requl腱 ments ofhに Stton
Uso of Site:umm use OfP●eCt Site to areas幅 thin the contrect∥mits indlcated.Do not distlrb p。|ぉ ns
ofProiect slte beyond areas in whlch the Work t indi●ated.
l D∥けoways, Walkways and EntBnces: Keep dd●e“綸ys,parking`lo日 ding areas, and entanoes
serving premお eS dear and ava∥ab:●lo Cttmer.Owners emp!●yees,and emergency vehlcles at
mostjmes.Do not use these areas for parking or storage●F mateHals
a Schedule de∥venes tO minimi2e uSe Of d"veways and entmnces by oonstucton
opemtlons.
b Schedu:e delve∥es to minimize space and ume requirements for stomge of matenals and
equipment on‐site.
2. Mob∥セ出 on Plan and Constmction Access: Use a"面 on of the exislng parking lot to be
∞ordinated by Owner.Protect●∥exlsting lawn,landscaping,bu∥dings,lomfk,fendng,and
bullding Repair rdamaged
Cond綸 lon of Eズ sung s競 :Maintain po両 ons of ex輻 職ng site afrected by∞nstucton operanons in pr●per
oondtion tllroughout construc∥on pe∥od Repair demage caused by constucton opmlons. Repair
lawn areas、uth sod
SiTE C00RD!NAT10N
Owner w∥l occupy the bu∥ding du"ng enlre construction pe“od C∞perate輌 th Omer du∥ng
∞nstrudon operattOns to minimize conlicls and fac∥ltate Chmer safety and usage Perform the Woは
so as not to interFere哺 th Owners operatons Maintain exising exits un:ess ohenMse indicated
l Mゴ ntah a∝ess tO e粛 sung walkways,and olher adlacont occu口 ed。「used fadl∥es Do not dose
or obstruct walkuays,o「other occupied o「used faci∥∥es wlthout vv●■en pernissbn from Owner
and authorities having iunsdictiOn
2_ Pr●vide notless than 72 hours'notioe to Owner of ac籠 1lties that w縣 ∥afFect Owners operatlons
SELECT!VE DEMOL:T!ON
Rernove ofF site a∥demo∥shed portions ofthe work:
WORK RESTRICT10NS
Work Restr蘭 ons,GeneraL Comply wlh restnctions on∞nslru●∥on operatons
l Comply輛 th∥mita∥ons on use of pub∥c streets and vИ th other requirements of autho"∥es having
iu"SdiCtion
SUMMARY
011000‐216CA
17
18
A.
Oak Brook Golt Club Patio Renovation / Project No. 2018-027
B. On-Site Work Hours: Limit work in lh€ exisling building to normal business worklng hours hionday
through Fiday, unless otherwise indicated:
1. Comply wilh all goveming aulhorlty regulations.
C. Existing Utility lntenuptions; Do nol lr erupt utilities EeNing facilities oocupl6d by Owner or olhels
unless permitted under the following condltion8 and ihBn only after providing temporary utility s€wicas
acco.ding to requlrements hdicated:
1. NoUT Owner not bss than trw dayE in edv6nce of proposod utlity int€ruptionE.2. ObtBln OwneFs wrilten permission ffire pmoeoding wlth utility inieruptions.
D, Noise, Vibra{on, end Odors: Crordinale operationE that mey result in hlgh l6\6ls of noiso end vibratlon,
odors, or other dlsruption to Ovrner occupancy wilh Owner.
1. Notify OA,nBr not less than two days in advance of propossd disruptive operetions.2. Obtain ou,n€/s Mitten permlsslon befoB proceeding u/ith disrupti\re operalions.
E. Conlrolled Subslances: Use of lobacco products and olher conttolled subsEnces within lhe existing
bullding snd on Proiect slte iE not pemltted,
1.9 SPECIFICATION AND DRAWING COiIVENTIONS
A. Speclfication Content The Speclficatons us€ ceriain convenlions for the sve of language and h6
lnlended meaning of certain iems, words, and phrases whsn used in parlicular situatlons, These
convenlions are as follor,6:
1. lmperative mood and Etreamlined language are generally uEed in the Specilicetions. The words
'shall,"shall be,'or'shall comply wlth,' depending on lhe context, are implied where a colon (:)
is usad wlbin a senlence or phrase,
2. Specmcation rsquirements are lo be performed by Contaclor unless speoifically statod
otherwise.
B. Division 01 General Requirements: Requlrements ot Sections in Divlsion 01 apply lo the Wotk of 6ll
Sections in the SPecmcalions.
C. Drawing Coordinatlon: Requirements for materlals and products idenffied on Drawings are described in
deteil in the Specifications. One or more ol lhe followlng are us€d on Orawings to identify malerials and
products:
1. Terminology: Materials and producis are identilied by the typical geneic terms used in the
individual SPecifiGations Sections.
PART 2 - PRODUCTS (Not Used)
PART 3 - EXECUTION (Not Used)
END OF SECT10N
SUMMARY
011000-3
Oak Brook 6or Club Pa磐 O Renovalon′Prolect No.2018‐027
3EC■ON 012100
ALOWANCES
PART l‐GENERAL
l,l RELATED DOCUMENTS
A, Drawings and geneFi proviSiOns of me cOntmct,including General and Supplementary Condi∥ons and
other pivlsIon 01 Specirica∥On sections,apply to‐this Se《瑚on.
1`2 SUMMARY
A, Seい on includes●dminist腱 Jve and proceduralrequiremenお 9oveml口 98∥OWances.
B. Types of a∥owancesinclude he fo∥面ng:
1. Contngency a∥owanoes.
2. Testing and inspecting alowances.
C, Related Requirements:
1, Sedion 012200・ untt Pnces・ fOr procedures for using unl p"ces=induding adiuStment of quan,ty
a∥owances when appllCable.
2. Sedon 014000"Qullity Requirements"for procedures governing the use of allowances for fleid
teslng by an independenttesung agency.
1.3 SELECT!ON AND PURCHASE
A. At the ea∥iest practlcal date after award of the Contact,advlse Architect of the date when lnal
selecOon,or puttase and d●::Very,of each product or system descdbed by an a∥owance must be
∞m口 eted by he Ownerto avo個 dda"ng he WOrk.
B. At Architeds request,obtain proposals for ealh al!owance for use in making flnal selecJons.:nclude
recommendalions that are re!evantto perOnning the VVork.
C. Purchase products and siβ tems selected by ArChitect hm the designated suppFer.
1.4 ACT10N SUBMiTTALS
A. Subml proposals for purchase of products o「systems included in alowances in the forFn SpeC1led for
Change Orders.
1.5 :NFORMAT10NAL SUBM:TTALS
A. Submit lnvolceS or dellvery slips to,how actual quanlles of mate∥als delivered to the site for uSe in
fu11∥ment of each a:lowance.
B. Submittime sheets and other documentation to show labortime and cost for installation of a∥owance
ltems thatinclude instailation as part oFthe allowance.
C, CoOrdinate and process Submittals for allowance lems in same manner as for omer pOttOns of the
ヽ′ヽ′ork.
1.6 000RDINAT:ON
A` Coordinate anowance■ems哺 th other portions oF the work,Fumish template as required to coordinate
insta:lation,
ALLOWANCES
012100‐1
1.7
Oak Brook●olf Club Palo Renova薔 on′Proiect No.2018‐027
D.
1.9
A.
CONTINGENCY ALLOWANCES
Use he contingency allowance only as directed by Architect for Owne!'s purposes and only by Change
Orders that indicate smounts to be ctarged to he allowance.
Conhactor's overhead, profit, and related costs for produc,ts and equipment ordered by Owner under the
contingency allowance are induded in ihe allowance and are not part of the Contrac,t Sum. These costs
include delivery, installation, tiaxes, insurance, egulpment rental, and similar costs.
Change Orders autrnrizing use of funds from he contingency allowance will include Contraclor's
related coEtu and reasonable owrhead and profit.
At Project closeout, credit unused amounts remalning in the contingency allouance to Owner by
Change Order.
TESTING AND INSPECTING ALLOWANCES
Testing and inspecting allouances include the cost of engaging testing agencies, actual tests and
inspections, and reporting results.
The allowance does not include inoidental labor required to assist the testing agency or costs for
retesting if preMous tests and inspections result ln failure. The cost for incidental labor lo assist the
testing agency shall be included in the Contract Sum.
Costs of testing and inspection services not required by the Conmad Documents are not included in the
allowance.
At Project closeout, credit unused amounts remaining in the testing and inspecting allowance to Owner
by Change Order.
ADJUSTMENT OF ALLOWANCES
Allowance Adjusfnent To adjust allowance emounts, prePare a Change Order proposal based on the
difference betuveen purchase amount and the ailowance, multiplied by final measurernent of uork-in-
place wlrere applicable. lf applicable, include reasonable allowances for cutting losses, tolerances,
mixing wastes, normal product imperfections, and similar margins.
1. tnclude installation costs in purchase amount only where indicated as part of the allowance.
2. lf requested, prepar€ explanation and docurnentation to substantiate distribution of overhead
costs and olher markuPs.g. Submit substantiation of a change in scope of Work, if any, claimed in Change Orders related to
unit-cosi allowances.
4. Owner reseryes the right to establish the quantity of work-in-place by independent quantity
survey, measure, or count.
Submit claims for increased costs because of a change in scope or nature of the allowance described in
the Contract Documenis, whether for the purchase order amount or Contracto/s handling, labor,
installation, overhead, and profit,
1. Do not include Contractor's or subcontractor's indirecl expense in the Change Order cost amount
unless it is clearly shown that the nalure or extent of Work has changed from what could have
been foreseen from information in the Contract Documents.
2. No change to ContrastoCs indirect expense is permitted for selection of higher- or lower-priced
materials or systems of the same scope and nature as originally indicated.
PART 2‐PRODUCTS(Not Used)
PART 3‐EXECUT:ON
EXAMiNAT10N
Examine pЮ ducts covered by an a:bwance promp∥y on delvery for damage or defects.Retum
damaged or defective products to manufacturer forreplacement.
ALLOWANCES
012100‐2D,
1.8
C.
3.1
A.
C.
Oak Brook Golf Cl●b Pa∥o RenoV1lonノ ProieCt No.2018‐027
3,2 PREPARAT10N
A, C∞rdinate matenals and their instaila」on for each ailowance哺 th rel●ted matedals and instanat:。ns tO
ensure hat each a∥ol鴨 nce item is∞mp:etely integrated and interfaced朝 th related werk.
3.3 SCHEDULE OF ALLOWANCES
A. Allowance No. 1: Contingency Allouance: lnolude a contingency allowance of $5;000.@ for use
according to Owner's vwitten insxtrc,tions.
inSpeCtiOn Allo鮨 nce:!ncl口 de the sum of sl=000.00ゃ r teSlng and
″ner's、″∥tten consent.
END OF sECT:ON
ALLOWANCES
012100‐3
Oak Brook Oolf C!ub Pa督 o Renovatton′ProieCtNo,2018‐027
SECT10N 013100
PROJECT MANAGEMENT AND C00RD:NAT:ON
PART l‐GENERAL
l.l RELATED 00CUMEWSA 蹴臨認蓄耶路嘲諸黒轟鵬,珊 霧Ⅲdudng Cen“land supJemenLり oond∥ons and
lo this SecliOn,
1,2 SuMMARY
A. Section inc!udes adminis詭 ∥ve provisions for●oordinatng construction opemlons on P,dect inCluding,
but not∥mited to,the folb哺 ng:
1. Cenera:ooordination procedures.
2. Coordination dra∥ngs.
3. RFis.
4. ProieCt meel■9s.
B, Each∞ntmctor sha∥partidpate in coordina薔 on requirements.Certain areas of res,onsiblity are
aSS19ned to a speciFl●OontractOr、
c‐ Related Requirements:1. Sedion 017300'摯 eCu籠 On"for procedutts for ooordinaloO genera:instanalon and 101d‐
engineedng servlces,including estabiishment of benchma∥
“
〕and cOntol points,
2. Sedion 017700'C:oseo●t Procedures"わ 「cOordinattng doseout ofthe Contract.3. 鐵 ion 019113"Geneml Commissioning Requirementsa for ooordina“ng the work wih Owners
Commissioning Au力 or町.1.3 DEttNIT:ONS
A. BIM:Building infoml薔 on Modeling.
B. RFI:Request for infomalon.Request from Arch∥ect,or cOntractor seeking infomalon required by or
cla1lcalons ofthe Conmct D∝uments,
1,4 :NFORMAT:ONAL SUBMiTTALS
A. Subcontrad List:Prepare a wntten summary identnlng individuais o「lms proposed for each po両 on of
the Work, inciuding those who are to funish products Or equipment fabricated to a special design.
:nclude the following inforrnation in tabular forrn:
1. Name= address, telephone number, and email address Of entity peFOrrning subcontract or
supplying products.
2. Number and title of related Spec1lca∥on Section(s)coVered by subcontract,
3. Drawing number and detall references,as apprOpriate,covered by subcontract,
B. Key Personnel Names:Wihin 15 days of starting oonsmctiOn Opera∥ons=subml a∥st of key personnel
assignments,including supe∥ntendent and other personnel in attendance at proiect sile,ldenlFy
individuals and their dut;es and responsibilities:list addresses and ce∥ular telephone numbers and o
mall addresses. Provide names, addresses, and telephone numbers of individuals assigned as
altemates in the absence ofindividua:s asslgned b Prolect`
1.5 GENERAL C00RD:NAT10N PROCEDURES
A. Coordination:Coordinate construclion operations included in difFerent Sect:ons of the SpecincatiOns to
ensure efrlclent and orderly instal:ation of each part of the WOrk.Coordinate consmctiOn operatiOns
inciuded in different Sections hat depend on each other for proper installation, oonneclion, and
OperatiOn.
PROJECT MANAGEMENT AND C00RDINAT10N
013100-1
Oak Brook Golf Club Patio Renovation / Project No. 2018{27
B. Prepare memoranda for distribution to each party lnvolved, oudining special procedures required for
coordination, lnclude such items as required notices, reports, and list of attendees al meetings.
1. Prepare similar memoranda for Oryner and separate contractors if coordination of their Work is
required.
C. Administrative Procedures: Coordinate scheduling and timing of required administrative procedures with
other constuction actiyities to avoid confliots and lo ensure orderly progress of the Work. Such
administrative activities include, but are not limited lo, the followingl
1. Preparation of Contrac'tofs consttrction schedule.
2. Preparation of the schedule of values.
3. lnshllation and removal of temporary facilltles and controts.
4, Delivery and processing of submittals,
5. Progress meetings.
6. Preinstsllation conferences.
7, Project closeout activities.
L Startup and adjustment of systems.
.1.6 COORDINATION DRAWINGS
A. Coordination Drawings, General: Prepare coordination drawings according to requirements in individual
Sec-tions, and additionally where installation is not completely indicated on Shop Drawings, wfiere
limited space availability necessitates coordination, or if coordination ls required to facilitate integration
of pmducts and materials fabricated or installed by rnore than one entity.
1. Content Project-speclfic information, drawn accurately to a scale large enough to indicate and
resolve conflias. Do not base coordination drawings on slandard pririted data. lnclude the
following informalion, as applicable:
a. Use applicable Drawings as a basis for preparation of coordination drawings. Prepare
sec'tions, elevations, and datails as neaded to describe relationship of various systems and
components.b. Coordinate ttre addition of hade-specific information to coordination drawingsln a sequence
that best provides for coordination of the informaUon and resolution of conflicts between
installed components before submitting for review
c. lndicate required installation sequences.
d. lndicate dlmenslons shown on Drawings. Specifically note dimensions that appear to be in
conflict wttr submitted equipment and minimum clearance requirements. Provide
altemative sketches to Archilect indicating proposed resolution of sucfr conflicts. Minor
dimension changes and dfficult installations will not be considered changes to the
Contract.
1.7 REQUEST FOR INFORMATION (RFl)
A. General: lmmediately on discovery of the need for additional information, clarification, or interpretation
of the Contract Documents, Conlractor shall prepare and submit an RFI in the form specifted.
1. Architect will return without response those RFls submitted to Architect by other entities
controlled bY Contractor.
2. Coordinate and submit RFls in a prompt manner so as to avoid delays in Contractot's work or
work of subcontractors.
B. Content of the RFI: lnclude a detailed, legible description of item needing information or interpretation
C. Architect's Action: Architect will review each RFl, determine aclion required, and respond. Allow five
working days for Architect's rB$ponse for each RFl, RFls received after 1:00 p.m. will be considered as
received the following working day.
1. Architect's action may include a request for additional information, in which case Architect's time
for response will date from time of receipt by Architect or Construction Manager of additional
information.
PROJECT MANAGEMENT AND COORDINATION
0131 00 - 2
Oak Brook Golf Club Pafo Renovation / Project No. 2018-027
1,8 PROJECT MEETINGS
A. General: Schedule and oonduct meetngs and conferences at Project site unless oheruise indicated.
1. Attendees: lnform participants and others involved, and individuals whose presenoe is required,
of date and time of each meeling. Notft Owner and Architect of scheduled rneeting dates and
times a minimum of 10 working days prior to meeting.2. Agenda: Prepare the meeling agenda. Distribute the agenda io all invited attendees,3. Minutes: Record significant discussions and agreements achieved, Distribute the meBting
minutes to everyone concemed, including Owner and Architect, within hree days of lhe meeting.
B, Preconstruction Conference: Schedule and conduct a preconsiruction conference before starting
constuction, at a time convenient to Owner and Architect, but no later than 15 days after execution of
the Agreement.
1. Attendees; Authodzed representatives of Ovrner Architect, and their consultants; Contractor and
its superintendent; major subcontractors; suppliers; and other concemed parties shall attend the
conference. Participants at ihe oonference shall be familier w{th Project and authorized to
conclude matters relating to lhe Work.2. Agenda: Discuss items of signiftcance lhat could affect progress, including the following:
a. Responsibilitiesandpersonnelassignments.b. Tentativeconstructionscfiedule.c. Criticalwork sequencing and long lead items.
d. Designaton of key personnel and their duties.e. Llnes of communii:ations.f. Procedures for processing field decisions and Change Orders.g. Procedures for RFls.h. Procedures for testing and inspectlng.
i. Procedures for processing Applicstions for Payment.j. Distribution of the Contract Documents,
k. Submittalprocedures.l. Preparation oJ Record Documents,m. Use of the premises.
n. Work restrictions,o. Working hours.p. OwneCs occupancy requirements.q. Responsibility for temporary facilities and confols.r. Parking availability.s. ffice, work, and storage areas.t. Equipment deliveries and priorities.
u. First aid.v. Security.w. Progress cleaning.
3. Minutes: Record and distribute meeting minutes.
C. Project Closeout Conference: Schedule and conduct a project closeout conference, at a time
convenient to Owner and Architec't, but no later than 30 days prior to the scheduled date of Substantial
Complelion,
1. Conduct the conference io review requirements and responsibiliiies related to Projeot closeout.2. Attendees: Authorized representatives of Owner, Architect, and their consultants; Contractor and
its superintendent; major subcontractors; suppliers; and other concerned parties shall attend the
meeting, Participants at the meeting shall be familiar with Project and authorized to conclude
matlers relating to the Work.3. Agenda: Discuss iiems of significance that could affecl or delay Projeci closeout, including the
following:
a. Preparation of Record Documents.
PRO」ECT MANAGEMENT AND C00RDINAT:ON
013100-3
Oak Brook Golf Club Pato Renovation′ProieCt No.20184027
b. Procedures required prior to inspection for Substantial Completion and for final inspection
for acceptance.c. Spbmlttalof unitten wananties,d. Requiremenls for preparing operations and maintenance data.E. Requirements for demonsfation and trainlng.f. Preparation of Contractot's punch list.g, Procedures for processing Applications for Payment at Substantial Completion and for final
payment.h. Submittalprocedues.i. Goordination of separate contracts.j. Owne/s partial occupancy requirements.k. lrstallation of Orne/s fumiture, fixtures, and equipment.I. Responsibility for removing lemporary facillties and controls.
4. Minutes: Record and distdbute meeting minutes.
Progress Meetings: Conduct progress meetings at biweekly intervals or as dEemed appmpriate based
on consbuction progress.
Coordinate dates of meetings wim prOparalon of payment requests.
Attendees:Owner and Architect,sha∥be represented at these口 eelings.AIl partlcipants at the
meelng shdi beね mmar覇 th ProieCt andauthO∥zed b“ndude matters tthlng b he Wo慮.Agendl:Review and∞rect or approve minuゃ s of pttVious progttss meelng,Review oher
items of signincance that could afFect progress,:nclude lopics fOr discussion as appropHate to
status ofProiect.
a. Contractors constmction Sd、edule:Review progFe5S Since the last meeJng,Deterrnine
whether each acttvity is on time, ahead oF SCheduie,or behind schedulel in relation to
Contractors●Onttctiol schedu;e.Determine hOw cOnstnJdion behind schedul●vn∥be
expedited:secure∞mmm10nts ttm parties involved to do so.Discuss whether schedul●
revlslons are requi"d to ensure that curent and subsequent adivilles wi∥be completed
within the Contract￢me.
1) Review schedule for next pe∥od`
b. Review present and future needs of each enlity present,including the fO∥owing:
1)hterrace requirements.
2) SOquence of operatons,
3) StatuS Of SubmittaiS.
4) Deliveries.
5) Off―Sle fabricalon`6) A∝eSS.
7) Site uSe.
0) Temporary facilites and controls.9) PrOgress cleaning.
10) Quality and wo「k standards.
11)Status Of∞rreclon of deldentitems.
12) Field observalons.
13) StatuS Of RFis.
14) 'tatuS Of Proposal Requests,
15) Pending changes.
16) StatuS Of Change Orders.
17) Pending cぃ ims a,d diSputes.
18) DOこ umentalon ofinfOrmalon for payment requests.
Minutesi Record and distribute the meeting minutes to each party present and to parties requiring
informalon.
PROJECtt MANACEMENT AND C00RDINAT!ON
013100‐4
Oak Brook Gdf Ci●b Pauo Renovatlonノ ProleCt No.2011・ 027
PART 2‐PRODUCIS(Not Used)
PART 3「EXECUT10N(Not Used)
END OF SECT:ON
oonstn ction schedule after each progress
ave beBn made or recognlzed, lssue revised
PRO」ECT MANACEMENT AND C00RDINAT10N
013100‐5
Oak Brook Golf Club Patlo Renovation/Proied No.2018‐027
SEGflON 01,1000
QUALITY REQUIREME]iITS
PART 1 . GENEML
1.1 RELATED DOCUMENTS
A. Drarvings and generalprovisions ofthe Contract induding Generaland Supphmenbry Condltions and oher
DMslon 0l Specification Sections, apply to thlB Sectlon.
1.2 SUMMARY
A. Seclion indudes administralive and procedural roquiremenb lor quallly assuranca and quality control.
B. Testing and in6pecting services are required to verify Dompliance with requiremenls sp€cified or indicated.
These seMces do not relie\re Contractor of responsiulity for compliance with the Contract DooJment
requircments.
1.3 DEFINITIONS
A. Quality-Assurance SeMces: Aclivities, actions, end procedures performed before and durlng exscution of
th6 Work to guard against defiects and deficlencies and subsbntiate that proposed construction will comply
with requirements.
B. Ouality4ontrol SeMces: Tests, inspections, procedures, and Blated actions during and after execution of
the Work b svaluate that actual producb incoFporated inb the Work and completed conslruclion comply
with requiremenls. Services do nol include conbac't enforcement ac,tlviths performod by Architect.
C. Mockups: Full-size phlrsical assemblias thet are constructod on€lle. Mockups arE oonst ucbd to wddy
sslec,tons made under Sample submttlals; to demonsaaE aesthetc effecG and, whBre indicated, gualitieB
of maie als and execution; to rBviBw coordinaton, tosting, or operationi to shofl interface behr/g€n dissimilar
materials; and to demonstrate compliancs wlh sp8clfied inshllation tolersncas. lvbckups ale nol Sempl$.
Unless othsru/ise indicated, appmved mockups establish the standard by which the Work will be judged.
1. Laboratory Mockups: Full€ize ph)6lcal assemblies constructed at losting facility to vedfy
perf ormance characteristics.2. lntegrated Exterior Mockups: Mockupsofthea erior envelope erected separatelyfrom the building
bul on Project site, consisting of mulliple producls, assemblies, and subassemblies.3. Mockups: Mockups complete Wth fumishings and equipment.
D. Preconstruciion Testing: Tests and inspections p8rformed specifically for Proiect before products and
materials ars incorporated into lhe Work, to verify performance or compliance with specified criteria.
E. Product Testing: Tests and inspeclions that are performed by an NRTL, an NVLAP, or a testing agency
qualified io conduct producl testing and scceptable to aulhorities having jurisdiction, to establish product
pefformance and compliance wilh sp€cified requirements.
F. Source Quality-Control Testing: Tests and inspections that are performed at ihe source, e.9., plant, mill,
factory, or shop.
G. Field Quality-ControlTesting: Tests and inspections that are performed on-sile for instiallation of the Wo*
and for completed Work.
H. Testing Agency: An entity engaged to perfom specific tests, inspections, or both. Testing laboratory shall
mean the same as testing agency.
l. lnslall6r/Applicator/Erector: Contraclor or another entity engaged by Contractor as an emplolree,
Subcontractor, or Sub-subcontractor, to perform a particular construction operation, including installation,
erection, application, and slmilar operations.
'1. Use of trade-specitic terminology in refening lo a trade or enlity does not require that certain
construction activities be psrformed by accredited or unionized individuals, or thal requirements
specilied apply exclusively to specific trade(s).
QUAL:Tγ REQUIREMENTS
014000‐1
Oak Brook Gotf Oub Patio Renovation / ProJect No. 2018-027
J" Expedenced: When used with an entity or individual, bxperienoed' means having successfully completed a
minimum of five previous proiects similar in nalure, size, andextenttothis Project beingfamiliarvrtth special
requirements indicated; and having complied ui$ requiremenb of authorities having jurlsdlction.
1,4 INFORMATIONALSUBMITTALS
A. Testing Agency Qualifications: For testing agencles specified in "Quality Assurance'Artlde to demonsfate
their capabilfties and experience. lnclude pmof of qualifications in the form of a recent report on the
inspection of the testing agency by a recognized suthority.
1.5 REPORTS AND DOCUMENTS
A. Test and lnspection Reports: Prepare and submit certified written reports specified in oher Sections.
lnclude the following:
1. Date of issue.2. Project lifla and number.
3. Name, address, and telephone number of testing agency.
4. Dates and locations of samples and tests or inspections.
5. Names of individuals making tests and inspeciions.
6. Description of the Work and iest and inspeotion method.
7. ldentifietion of product and Speclfication Seciion.
8. Complele test or inspection data.
9. Test and inspection results and an interpretation of test results.
10. Record of temperature and weaher conditions at time of sample taking and testing and inspecting.
11, Gomments or professional opinion on whether tested or inspected Work complies with the Contract
Document requirements.
12. Name and signature of laboratory inspector.
13. Recommendations on retesling and re-inspecting.
B. Permits, Ucenses. and Certificates: For Owne/s reoords, submit copies of permits, licenses, cefficaiions,
inspeclion reports, releases, Jurisdictional settlements, notices, receipts for fee paymenis, judgments,
conespondence, re@rds, and similar documenb, eshblished for compliance wih standards and regulations
bearing on performance of the Work.
1.6 QUALITY ASSUMNCE
A. General: Qualifications paragraphs in this article establish the minimum qualification levels required;
individual Specification Sections specify addltional requirements.
B. Manufacturer Qualifications: A firm experienced in manufactudng products or syslems similar to lhose
indicated for this Project and with a record of suocessful in-service performance, as well as sufficient
production capacity to produce required units.
C. Fabricator Qualifications: A firm experienced in producing products similar to those indicated for this Project
and with a record of successful in-service performance, as well as sufficient production capacityto produce
required units.
D. lnstaller Qualifications: A firm or individual experienced in installing, erecting, or assembling work similar in
material, design, and extent to that indicated for this Project, whose work has resulted in construction wih a
record of successful in-service performance'
E. Professional Engineer Qualifications: A professional engineer who is legally qualified to practice in
jurisdiction wtrere Project is located and who is experienced in providing engineering services of the kind
indicated. Engineering services are defined as those performed for installations of the system, assambly, or
product that are similar in material, design, and extenl to those indicated for this Project.
F. Specialists: Certain Specification Sections require that specific construction activities shallbe performed by
entities who are recognized experts in lhose operations. Specialists shall satisfo qualification requirements
indicated and shall be engaged for the activities indicated.
1. Requirements of authorities having jurisdiction shall supersede requirements for specialists.
QUALITY REQU:REMENTS
014000‐2
Oak Brook Golf Club Patio Renovation / Project No. 2018427
G. Testing Agency Qualifications: An NRTL, an NVLAP, or an independent agency with the experience and
capability to conduct testing and inspecting indicated, as documented according io ASTM E 329; and wlth
addiUonal qualifications specified in indivldual Sections; and, where required by authorities having
jurisdiction, that is acceptable to authotities,
1. NRTL: A nationally recognized testing laboratoryaccording to 29 CFR 1910.7.
2, NVLAP: A testing agency accredited according to NISTs National Voluntary Laboratory Accreditation
Program.
H. Manufcc-turer's Technical Representative Qualifications: An autrorized represenbtire of manufacturerwho
is trained and approved by manufacturer lo observe ard inspect lnstallation of manufac{ure/s producls hel
are similar in material, design, and extenl to those lndicated for this Project.
l. Factory-Authorized Service Representative Qualifications: An authorized representative of manufaclurer
wtro is tiained and approved by manufacturer to inspect installation of manufacturer's producE that are
similar in material, design, and extent to those indicated for this Project.
J. Preconsbuction Tesflng: Where testing agency is indicated to perform preconstruction testing for
compliance with specified requirements for performance and test methods, comply with the following:
1. Contractor responsibilities include the following:
a. Provide test specimens representaiive of proposed products and construction.
b. Submit specimens in a tirnely manner with sufficient time for testing and analging results to
Prevent delaYing the Work.c, Provide sizes and configurations of test assemblies, mockups, and laboratory mockups lod effi : H:y" 3""sTi:xHnH:'flg,il,omT:ii;'JllJi'.yil,r#rf,riff i"Ji?fl i'ii;"
tasks for Prqject.e. Build laboratory mockups at tesiing facility using personnel, products, and mehods of
constuclion indicated for the completed Work.
f, When testing is complete, remove test specimens, assemblies, and mockups; do not reuse
products on Project.
2. Testing Agency Responsibilities: Submit a certilied written report of eaclr tes! inspection, and slmilar
quality-assurance service to Architect with copy to Conhactor. lnterpret tests and lnspections and
state in each report wtrether iesled and inspected uork complies with or deviates from the Contract
Documents.
K. Mockups: Before installing portions of the Work requiring mockups. build mockups for each form of
construction and finish required to comply with the following requirements, using materials indicaled for lhe
completed Work:
1. Build mockups in localion and of size indicated or, if not indicated, as directed by Architect.
2. Notify Architect seven days in adyance of dates and times when mockups will be c.onstructed.
3. Employ supeMsory personnel wlro will oversee mockup conshuction, Employ workers that will be
employed during the construction at Project.
4. Demonstrate the proposed range of aesthetic effects and workmanship.
5. Obtain Architect's approval of mockups before starting work, fabrication, or construclion.
a. Allow seven days for initial review and each re-review of each mockup.
6. Maintain mockups during construction in an undisturbed condition as a standard for iudging the
completed Work.Z. Demolish and remove mockups wtren directed unless otherwise indicated.
L. lntegrated Exterior Mockups: Construct integrated exterior mockup arcording to approved Shop Drawings.
Coordinate installation of exterior envelope materials and products for witich mockups are required in
indiMdual Specification Sections, along with supporting malerials.
QUALITY REQUIREMENTS
014000‐3
oak Br●●k Golf Club Pafo Renovationノ proieCt No.2018‐027
1`7 0UALITY CONTROL
A・ 00nttacto「RespOnsib市 ∥es: Tests and inspealons are Conttactors responsib∥ity. Perfom addltlonal
qul∥ty‐●●ntЮ l activileS required to verify that the Work∞m口 les With requirements,酬 hether specmed。「
nol.
1. Unless other湖 se indicated,provide quality‐●ontroi services specined and訥 。se requi「ed by
auhOH101hauhOiu∥Sdb∥On.Perfom quJ∥y‐cOntrolseⅣlces reqJred of Contractor byau詢 orilies
h3宙 ngil籠 slictiOn,」hether spedled or not.
2. Where servlceS are indicaled as ConittctOrs responslbl∥ty=engage a quaii憮 )d tesung agency to
perfomい ese quJity‐∞ntrol seMces.
a. Contractor sha∥not employ same enlity engaged by Owner,unless agreed to in Ⅵ肩ting by
Owneri
3. Notify testtng agencies at;east 24 hourS in advance of∥me When Wott that requires tes∥ng O「
inspeclingぃ』ll be perfonned.
4, Where quJity‐oontrolservices att hdicated as Connctort respondЫ :町 ,Submtt a centted wittln
rep●威lin dupllcate:of each qua∥tycontrol se漸 ce.
5. Tesling and inspecling requested by(3ontactor and not required by the Contract Documents are
Contractors responsibil鶴 り.6. Submit additionai∞pies of each written repon direcJyto auho百 轟es haungiuriSdt'on,when tleyso
direct.
3. RetestinglRe‐inspecung: Regardiess of whether onginal tests or inspections were cOnmctors
responsibi∥y proude quality40ntro:services,lncluding retettng and薇 月nspecting,for con毅 田ctbn that
replaced Work thatfailed to comp:y with he Contract Documents.
C. Tesling Agency RespongЫ lmes:cOOperate哺 h Architectand Conttctorh ttmance ofdttes.Provide
qualined persOnnel to perforFn required tests and irlspettons.
1. NotttArchtctand Contractorpromptyofiregulal∥es ordttdencies observed in the Work du"ng
perfonnance ofits servlces.
2. Detemine thelocation fmm which test samp:esw哺 ∥be taken and in which in・ ・sim tests a腱 oonducted.
3. Conduct and interprettests and inspecJons and state in each report whehertested and inspected
work oomplies ttth or deuat“from requirements,
4. Submk a ce面 led written report,in dup∥cate,of each test inspection,and sim∥ar quality‐oontrol
service hrough Contmcton
5. Do not releasel revoke,alter,o『increase the Contract Documentrequirements or approve or accept
any portion ofthe Work.
6. 00 oOt perform any duttes of Contractor.
PART 2‐PRODUCTS(Not Used)
PART 3‐EXECUT10N
3.l ACCEPTABLE TESTING AGENC:ES
N/A.
TEST AND INSPECTION LOG
Test and lnspection Log; Prepare a record of tests and inspect'ons. lnclude the following:
1, Date test or inspection was conducted,
2. Description of the Work tested or inspected.
3. Date test or inspection results were transmitted to Architect.
4. ldentification of testing agency or special inspeclor conducting test or inspection.
Maintain log at Project site. Post changes and revisions as they occur. Provide access to lest and
inspection log for Architect's reference during normal working hours,
QUALITY REQU!REMENTS
014000‐4A.
312
08k Br00k Golf Club Pa∥o RenoVa∥onノ Proiott No.2018‐027
3.3 REPA:R AND PROTECT:ON
A, General: On compleron Of testing`inspecung,Sample taking,and sim∥a「services,repalr damaged
construction and FeStOre substutes and nnishes.
1. Provide matedals and complywih inSta∥a薔 on requirements specned in OtherSpeciflca∥on Seclions
or matching exis,lg substates and ttnishes.Reslore patChed areas and extend restom」0口 into
adiOining areas輛 h dumble seams that are as invsble as pOsgue.compけ win the cOnt“ct
D∝ument req●lrements for c●樋ng and patching in Sedilon 017300"Execuお n。・
B. Protect●onstttdon exposed by orfor qua∥ty‐oontrol service actvilies.
C.Repair and proは 洒on are Contractors respongl覇 ty,regardless of he asdgnment of respondЫ Iけ for
qua∥ty‐∞ntrol settces.
END OF SECT10N
QUAttTY REQUlREMENTS
014000-5
Oak Brook Gor Club PaIO Renova∥on′Proiect No.2018‐027
SECT:ON 015000
TEMPORARY FACittT:ES AND CONTROLS
PART l‐GENERAL
l.l RELATED DOCUMENTS
A: DraWings and general p“Msions of the Contract,induding ceneral and suppiementary Condi∥ons and
other Division 01 S"酬 catton Sections,apply to this Section.
1.2 SUMMARY
A. Sectton inciudes requi腱 ments For temporary u∥li∥esi suppon faci:lies=and secu∥ty and protection
fac;li∥es,
B. Related Requirements:
1, SecliOn 011000・ SummaFプ fOr WOrk restrlttons and∥mitaJOns on ut∥ity interruptions,
1.3 uSE CHARGES
A・ General: instalil∥on and removal of and use charges for temporary facilkles sha∥be included in the
Contract Sum unless otherwise indicated.A!low other en∥∥es to use temporary services lnd faci:“ibs
哺 詢out cost: including, but not iimited to Owner, Architect,tesling agencies, and authOritieS having
iunsdictiOn`
8. SeWer SeMce: OWner w∥l pay sewer・ seⅣice use charges for sewer usage by a∥ enmos fOr
construc」on operatons,
c. VVater Service: Owner哺 |l pay ttterseぃ 口ce use chattes for uater used by ail enttties for consuction
opemtions,
D. Elect∥c Power Settce: owner wi∥pay electrlc‐power=seMce use charges for eledttcity used by a:l
entities fO「consttucJon operations,
E. Water and seWer Servlce from Exisung system:Waゃ 「from OWners exis∥ng water system is available
for use withoutttnetering and without payment of use chattes, Provide cOnneclions and extensions of
seⅣices as required for constttction Olerauons.
F, Electr10 Power Service from Existing System:Electric power from owners existing system is avalable
fo「use without metering and without payment of use chargeS, PrOude connections and extensions of
services as required ror cOnstruction operalions.
1.4 1NFORMAT:ONAL SUBM:TTALS
A Site Plan: Show temporary fac∥ities,utility hookups,staging areasl and parking areas for oonstruclion
personnel.
B. Erosion‐and SedlmentatiOn_control Plani Show oompliance with requirements of EPA ConstnJct:on
Ceneral Peml orauthoHttes having ju∥sdlclon=whicheveris more smngent.
C. Fire‐Safety program: ShoW cOmpilance with「oquirements of NFPA 241 and authoFitteS having
iU∥SdiC10n.:ndicate Contracto「perso●nelresPonsible for management Of lre‐preven∥on program.
D. Moisture‐Protection Pian: DeScribe procedures and controis for protecting materia:s and construclion
from water absorption and damage.
1. Descnbe deliveryt hand∥ng,and storage provisions for matelals subiect tO Water abso「plo■or
water damage.
2. indicate procedures for discarding water‐damaged matelois, protocois for mliga∥ng water
intrusion into completed Work,and replacing water‐damaged Work.
TEMPORARY FACIL:T:ES AND CONTROLS
015000‐1
Oak Brook Gdr Club PaJo Renovalonノ ProieCt No.2o18o027
1.5 0UAL:TY ASSURANCE
A. EI∝激ic SeMce: Comply哺 th NECA,NEMA,,and UL s●ndads and口 ∝lu:a∥ons for temporary electric
servlce, lnstoll.sendce to corn,ly With NFPA 70.
B. TestS and lnsIЮ dions: Arrange for autho∥tes having iu∥Sdi画 on to test and inspect each tempOttry
u∥闘ty before uSe.Obtain required ce両 lca∥o●s and perm魅.C. AccesSlblo Temporary Egressi Comply wlth applicable provisions in the UoS,Architectura:&
Transportation 3atters Compliance Board、ADA‐ABA Accessibility Cuide∥nes and iCCrANS:Al17.1.
1.6 PROJECT CONDIT!ONS
A, Temporary use of Perrnanent Fac“∥eS: Engage l“ね∥er of each penTlanent servioe to assume
reS,Onsibility for opera囀 on,maintenance,and protecuon Of eam per.anent service dunng ls use as a
∞nstru1loh faO∥ky before Owners acceptancei regardllss ofpreviously assigned responSibi∥Jes。
PART 2‐PRODuCTS
2.l MATERIALS
A. Chain・ Link Fencing:Minimum 21nch(50・ ・mm).0.14811ch・ (|:3mm→hiCk,gaivanized‐steeil chainlink
fabrc fencingi minimum 6 feet(1.3m)high tth galVanized‐steel pipe postsi minimum 2‐3/8‐inch‐(60‐
mml)OD∥he pOsts and 2・ 7ノ 81nch‐(73‐mm.)OD∞mer and pull posts,with l・ 5r8・ inch・ 〔42・ mm1 0D
top腱 ∥s.
B. Po『色lle Chain_Link Fencing: Minimum 21nch(50-mm),0。148・ inch‐(3.8‐mm→thiCk,galvanized‐steel,
chain■lnk fab籠 。fencing:minimum 6 reet(1=lm)high with gaiVanized―steel pipe poStSi minimum 23r8‐
hCh‐(30"mm→OD∥ne pOsts and 2‐7′81nch・ (73・ mm,)OD∞mer and pdl postso with l‐g81nch‐(42‐
mm‐)OD top and bottom ralis,
C. W∞d Endosuro FenCel Plywood,6 feet(1,8m)∥9h,hmed winl fOur 2‐by‐4‐inch(50・ by,loO‐mm)
ra∥s,with pttservaI弯 ‐treated wood posts spaced nOt more than 3 feet(2.4m)apa戯 、
2.2 TEMPORARY FACiLITIES
A. 日eld Orlces,Ceneral: Prefab∥cated or mOb∥e unls wnh serviceab!e lnishes,temperature controls,
and fbundatiOns adequate fo「noFrnalloading。
2.3 EQU:PMENT
A. Fire Extinguishe薇 〕: Portable,tJL rated:、Mth class and extinguishing agent as required by locations and
classes of lre exposures.
PART 3‐EXECUT:ON
3.1 :NSTALLAT10N:GENERAL
A・ Locate fac∥1leS Where they wi∥serve PrOieCt adequately and resun in minimり m intelference with
perfomance ofthe WOrk.Ro10cate and mOdify fadlilies as required by progresS ofthe Work.
1, Locate fac∥ileS tO liml s:te disturbance as specined in seclon 011000・ Summary."
B. Provide each faCility ready for use when needed to avold delay, Do not remove until faciliJes are nO
longer needё d or are replaced by auhonzed use Of completed perrnanentfacilitiOs.
3.2 TEMPORARY UTI日 TY INSTALLATiON
AI Genera!l insta∥temporary servlce or connect to existing servlce.
1. Arrange With u∥∥ty company1 0wneri and exising users for lme when service can be intettptedi
lf necessary:to make connections fortemporary services.
3. Sewers and Drainage:provide temlorary uJ∥薔es to remove emuentlawfully.
TEMPORARY FACiLITIES AND CONTROLS
015000‐2
Oak Brook Golf Club Patlo Renovation / Project No. ?018427
1- Connect temporary sewers to municipal slrstem as directed by auho ties having jurisdiction.
C. Water SeMce: lnstall water seMce snd diEtibution piping in sizes and pressures adequate for
consttuc$on.
D. Water SeMce: Connect to Owner's existlng weter service facllities. Clean and maintain water seMce
fasilitles in a condition accepteble to Owner. At Substantial Completion, restore these facilttios to
conditlon existlng before inilial us€.
E. Sanitary Facilities: Provide temporary tollels, wash fecilities, and drinking w8ier for use of construotion
pe.sonnel. Compty witr r€quiremehts of auhorities having jurisdiclion for tlpo, numb€r, locaflon,
op6raf,on, and mainlenance of fixtures and facilitles.
1. Toilets: Use of OvfieFs sxis0ng loilBt facilities will be peffiitted, as long as facilllies are cleaned
and mainteined in a condlthn acceptable to Oumer. At Subsbntial Complelion, reslore these
faciltties to condilion existing before lnilial use.
F. Heating: Provide iemporary heeting requircd by conshuction aclivities for ouring or drying ot completsd
lnstallalions or for plotoctng installed consfuc$on from adverse effecls of low tamp€mtures or high
humidity. Select equipment that will hot have a harmful effect on completed instsllations or elements
being install€d.
G. Elecfic Po\,ver Service: Connect to Owne,'s existlng electric power servi@. Malntain equipment in a
condition acceptable to Owner.
3.3 SUPPORTFACILITIESINSTALLATION
A. General: Comdy with the bllowlng:
1. Proride conslruction for temporBry omces. shops, and sheds locatod wilhin oonstudion arsa or
Wthin 30 feet (9 m) of building lines lhat is noncombustible eccordlng to ASTM E 136. Comply
wirh NFPA 241.2. Maintain support facililies until Arfiit€ct schedules Substantial Completion inspection. Remova
before Substantial Complotion. Personnel remaining after Substanlisl Completion will be
psrmitted to use pennanent facillties, under conditlons acceptable to Owner.
B- Temporary Roads and Paved Areas: Construct and maintain lemporary roads and parred areas
adequate for construclion operations.
'!. Provide dust+ontrol tr€etment thal is nonpolluting snd nontaacking. Reapply treatment as
required to minimize dust.
C. Traffic Controls: Comply with requirements of authoritiGs having jurisdiction.
1. Protect existing site improvements lo remain including curbs, pavement, and utilitles'
2. Maintain access for tire-fightng equipment and access to lire hydrants.
D. parking: Use deslgnated areas of Owner's existing parking areas fot consiruction personnel. R€store to
original condition.
E. Dewatering Facilities and Drains: Comply with requirements of authorities having iurisdiction. Maintain
Project site, excavations, and construction free of water,
1. Dispose of rainwater in a lawful manner th6t will not result in flooding Prorecl or adioining
properlies or endanger permanent Work or temporary facilities.
2. Remove snow and ice as required to minimize acoumulations.
F. Proiect Signs: Provide Project signs as lndicated. Unauihorized signs 8re not permittsd.
1 . tdentification Signs: Povide Projecl identification signs as indicaled on Drawings.2. Temporary Signs: Provide other slgns as indicated and as required io inform public and
individuals seeking enlrance io Project.
a. Provide lemporary, directlonal signs for construction personnel and visitors.
3. Maintain and touchuP signs so they 8re legible at all times,
TEMPORARY FACILITIES AND 00NTROLS
015000-3
Oak Brook Golf Oub Patio Renovation / Project No. 2018{27
G. Waste Disposal Facilities: Provide wasle-collection contalners in sizes adequate to handle waste from
consruction operations. Comply with requirements of authorities having jurisdiction. Comply with
progress cleaning requirements in Section 017300 ''Exeeution."
3.4 SECURIWANDPROTECTIONFACILITIESINSTALISTION
A. Protection of Existing Facililies: Proteci existing \regetiation, equipment, struchrres. utilities, and other
improvements at Project site and on adjacent properties, except those indlcaled to be removed or
altered. Repair damage to exisiing facilities.
B. Environmental Protection: Provide proteclion, operate temporary facilities, and conduct consfudion as
required to comply uth environmental regulations and hai minimize possible air, waienray, and subsoil
contamination or pollution or oilter undesirable effects.
1 . Comply with u,ork restdctions speclfied in Section 01 1000 'Summary."
C. Temoorary Erosion and Sedimentation Confol: Comply with requirements of 2003 EPA Construction
General Permit or authorities having jurisdic'tion, wlrlchever is more sfingent Provide measures to
prevent soilerosion and discharge of soil-bearing uater runoff and airbome dust to undlsturbed areas
and lo adjacenl properties and walkways, according to erosion- and sedimentation-control Drawings.
1. Verify that flours of water redirected from construc'tion areas or generated by construction activity
do not enter or cross tree- or plant- protection z)nes.
2. lnspecl, repair, and maintain erosion- and sedimentation-control m€asures during construction
until permanent vegetation has been established.
3. Clean, repair, and reslore adjoining properties and roads affected by erosion and sedimentation
from Projeci site during the course of Project,4. Remove erosion and sedimentatlon controls and resiore and stabilize areas disturbed during
removal.
D. Stormwater Control: Comply with requiremenls of auhorities having jurisdiction. Provide baniers in
and around excavations and subgrade conshrction to prevent flooding by runoff of stormwster from
heavy rains.
E. Tree and Plant Protection: lnstall temporary fencing located as indicated or outside the drip line of trees
to protect vegetation from damage from consfirclion operations, Protect tree mot syslems from
damage, flooding, and erosion.
F. $ite Enclosure Fence: Before construction operations begin, furnish and install site enclosure fence in a
manner that will prevent people and animals from easily entering site exoept by entrance gates.
1. Exlent of Fence: As required to enclose entire Pmject site or portion determined sufficient to
accommodate construction operations.
2. Maintain security by limiting number of keys and restricting distribution to authorized
personnel. Fumish one set of keys to Owner.
G. Security Enclosure and Lockupl lnstall temporary enclosure around partially completed areas of
construction. Provide lockable entrances to prevent unauthorized entrance, vandalism, theft, and
similar violations of security, Lock entrances at end of each work day.
H. Banicades, Waming Signs, and Lights: Comply with requirernents of authorities having jurisdiction for
erecting structurally adequate banicades, including waming signs and lighting.
l. Temporary Egress: Maintain temporary egress from existing occupied facilities as indicated and as
required by authorities having jurisdiction.
J. Temporary Enclosures: Provide temporary enclosures for protection of construclion, in progress and
completed, from exposure, foul weather, other construction operations, and similar activities. Provide
temporary weathertight enclosure for building exterior.
3.5 OPERATION, TERMINATION, AND REMOVAL
A- Supervision: Enforce strict discipline in use of temporary facilities. To minimize wasle and abuse, limit
availability of temporary facilities to essentiat and intended uses.
TEMPORARY FACL:TIES AND CONTROLS
015000‐4
Oak Brook Golf Club Patio Renovation / Project No. 2018427
B, Maintenance: Maintain facilities in good operating conditlon until removal.
1. Maintain operation of temporary enclosures, heating, cooting, humidity control, ventilation, and
similar facilities on a 24-hour basis where rcquired to achicve indicated results and to avoid
possibility of damage.
C. Temporary Facility Changeover: Do not change over from using temporary security and protection
facilities to permanent facillties until Substantial CompleUon.
D, Terminatlon and Removal: Remove each temporary facility when need for ib seMce has ended, wlren
it has been replaced by authorized use of a permanent facility, or no later than Substantial Completion.
Complete or, if necessary, restore permanenl consbuction that may have been delayed because of
interference wittr temporary facili$, Repair damaged Work, clean exposed sur{aces, and replace
construction that cannot be satisfactorily repaired.
1. Materials and facillties that constitute temporary facilities are property of Conbactor. Owner
reserves right to take possession of Project identification signs.
Z. Remove temporary roads and paved areas not intended for or acceptable for integration into
permanenl construction. Where area is intended for landscape development, remo!€ soil and
aggregate lill that do nol comply with requirements for fill or subsoil. Remove materials
sintaminated with road oil, asphalt and other petrochemical compounds, and other substances
that might impair growth of plant materials or lawns. Repair or replace street paving, curbs, and
gdewalks at temporary entrances, as required by authodties having Jutisdiction.3. At Substantial Completion, repair, renovate, and clean permanent facilities used during
construction period. Comply with final cleaning requirements specified in Section 017700
'Closeout Procedures.'
END OF SECT!ON
TEMPORARY FACIL:TIES AND CONTROLS
015000‐5
Oak BDok Oor c:ub Pal●Renovatton′ProieCt No.2018o027
SECT10N 016000
PRODuCT REQU:REMENTS
PART l‐GENERAL
l.l RELATED DoCUMENTS
A. DraWngs and general provisions,f he Contra●・ induding Ceneral and Supplementary CondI,ons and
other Diusion 01 Specttcation S醐 ions,apply tO this section.
1.2 SUMMARY
A`SecuOn indudes administrauve and procedura!requirements for selediOn of products for use in ProieCt:
product de:ivery, storagel and handling: manuracLJrers' standard waranlies on productsl special
warantiesi and comparabie products.
B, Rel口 ted Requirements:
1. Section 012100"Allowan9es"for products selected under an ailo賄 nce,
2。 Section 012300“Altemates"fO「products seiettd under an alternate.
1.3 DEF:N:T:ONS
A. Products: items obtained for incorpora∥ng into the work,whether purchased fOr Proiect Or taken from
prlViOus:y purchased stOCk.The terrn"producr inclЧ des the terrnS"mateHal,""oquilment,・ lsystem,"
and teml oF simlarlntent。
1. Named Products: items idenI]ed by manufacturers prOduct name,including make or mOdel
number or oher designalion shown or∥sted in manuFacturers pub∥shed product literamrei thatis
current aS of date of he Contrad Documents,
2. New ProduCtS: :tems that have not previously been incorporated into another proiect Or faci1ly,
Producぉ savaged Or recyci3d frOm tterproiectS are not∞nSdered new products.
3. COmparable Producti Prodttct thatis demonStrated and approved through submmal prOoess to
have the indicated qua∥les re!ated to typei function,dimension,in‐service perfOrmance,physica:
propettes,appearance,and,ther characteristics that equal or exceed those of specined prOduct,
B. Basis‐of‐Design Product Specmcation: A speciflcation in which a specnc manufactureFs product is
named and accompanied by the words"basls‐of‐design product口 inCI●ding make or modei number o「
other designalion,to eStab:iSh the signncant quali∥es related toぃ e,function,dirnensiOn, in‐service
perforrnancei physical properues, appearance, and other characterislics for purposes of eva!ua∥ng
comparabie products of additional manufacturers named in the specincation.
1.4 ACT10N SUBMITTALS
A・ Comparable Product Requestsi Subml request for consideraton of each comparabie product,ldentify
product or fabrication or inst1lation method to be replaced. :nclude Specincat10n Section number and
ti∥e and Drawing numbers and∥∥es.
1. lnclude data to indicate comp∥ance with the requirements specitted in"Comparable productsu
Artic:e.
2. Architectis Action: lf necessary,Architect wi:l request addilionalinformation or documentaJon for
evaluaJon within one week of receipt of a comparable product request,Architect wi∥notify
Contractor of approval or reJection of proposed comparab:e product request within 15 days of
receipt of request,o「seven days of receipt of addiliona!inforrnalion or documentationl whichever
is later.
a. Forrn of Approvali As specined:n section 013300°Sub■littal Procedures.'1
b. Use product speciled if Architect does not iSSue a dedsion on use of a comparable
product request within lime a∥ocated.
B. Basis‐of‐Design Product SpeciFication Subm:ttaL Comply with requirements in Section 013300
"Submittal P「ocedures.=tShow cOmp:iance wth req口 irements.
PRODuCT REQUIREMENTS
016000‐1
Oak Brook Golf Club Patlo Renovation / Froject No. 2018{27
1.5 OUALITYASSUMNCE
A- Compatibility of Options: lf Contractor is given optlon of selecling between tvro or more producls for use
on Project, select produc't compatible with products peviously Eelected, even if previously $elect€d
products were also options.
1. Each confactor is responsible for proMding products and construction methods compatlble with
products and conshuction methods of other coniractors,2, lf a dispute arises between conlractors over concunently selectable but incompatible producb,
Architect will determine which products shall be used.
1.6 PRODUCT DELIVERY, STORAGE, AND HANDLING
A. Deliver, store, and handle producb uslng means and mehods that will prevent damage, deterioration,
and loss, including thefi and vandalism. Comply with manufacturefs written insFuctions.
B, Delivery and Handling:
1. Schedule delivery to minimize long-term storage at Projecl site and to prevent overcroMing of
construction sPaces.2. Coordinate delivery with installation time to ensure minimum holding lime for items that are
flammable, hazardous, easily damaged, or sensitive to deterioration, fteft, and other losses.3. Deliver products to Project site in an undamaged condiiion in manufacture/s original sealed
container or other packaging system, completo with labels and instructions for handling, storing,
unpacking, protecting, and installing.4. lnspect products on delivery to determine compliance with the Contract Documents and to
determine that products are undamaged and properly protected.
C. Storage:
Store products to allow for inspection and measurement of quantity or counting of units.
Store matedals in a mannerthat will not endanger Proiect slructure.
Store products that are subject to damage by the elemenE, under cover in a weathertight
enclosure above ground, wth ventilation adequate to prevent condensation.
Protect foam plastic from exposure to sunlight, except lo extent neoessary for period of
instrallation and ooncaalmenl5. Comply with product manufacturefs written instructions for temperature, humidity, venlilation, and
weather-protection requirem ents for storage.
Protect stored products from damage and liquids from freezing.
Provide a securs location and enclosure at Project site for storage of materials and equipment by
Owner's construction forces. Coordinate location with Owner.
PRODUCT WARMNTIES
Wananties specified in other Sections shall be in addition to, and run concurent with, other war-ranties
required by the Contract Documenls. Manufacture/s disclaimers and limitations on product wananties
do not relieve Contractor of obligations under requirements of the Contract Documents.
1. Manufacturer's Wananty: Written wananty fumished by individual manufacturer for a particular
product and specifically endorsed by manufacturer to Owner.
2. Special Wananty: Written wananty required by the Confac't Documents to provide specific rights
for Owner.
Special Warranties: Prepare a written document thal contains appropriate terms and identification,
ready for execution.
1. Manufacturer's Standard Form: Modified to include Project-specific information and propedy
executed.2. Specified Form: When specified forms are included with the Specifications, prepare a written
document using ind'nated form properly executed.
3. See other Sections for specific content requirements and particular requirements for submitting
special warranties.
Submittal Time: Comply with requirements in Section 017700 "Closeout Procedures.'
PRODUCT REQUIREMENTS
016000 - 2
1.7
C.
Oak Brook OolF Club Patio Renova∥on′Proiect N。.2018‐027
PART 2‐PRODUCTS
2.1 PRODUCT SELECT:ON PROCEDURES
ceneral Prod10t Requirements: Provide products that∞mp:ソ with the Contract Documents,are
undamaged and:unless otherwise indicated1 8re neW attime Ofinstallatton,
Provide products complete with accessories, trim, finish, fasten€rs, and other ftems needed for a
complete installation and indicated use and effect.
Standard Products: lf available, and unless custom products or nonstandard options are
specified, provide stanclard products of types that have been produced and used successfully in
similar situations on other projects.
Owner rcsewes the right to limit selection lo products with wananties not in conflic{ with
requirements of he Contracl Documents.
Where pmducts arc accompanied by the term 'as selected,' Architect will make selection.
Descriptive, performance, and reference standard requirements in the Specifications establish
salient characterislics of products.
Or Equal: For proclucts speclfied by name and aeompanied by the term 'br equal," or 'br
approved equal," or "or approved,n comply with requirements in'Comparable Products'Article to
obtain approval for use ofan unnamed product.
Product Selection Procedures:
Pmductl Where Specifications name a single manufacturer and product, provide the named
product that complies with requirements. Comparable ptoducts or substitutions for Contrac{or's
convenience will not be considered.
Manufacturer/Source: Where Specifications neme a single manufacturer or Eource, proMde a
product by the named manufacturer or source that complies with requirements. Comparable
products or substitutions for Contracto/s convenience will not be considered.
Products:
a. Restricted List Where Specifications include a list of names of both manufucturers and
products, provide one of the products listed that complles with requirements. Comparable
products or substitutions for Contractofs convenience will not be considered.b. Nonrestricted List Where Specifications include a list of names of both available
manufacturers and products, provide one of the products llsted, or an unnamed product,
that complies with requirements. Comply with requirements in 'Comparabfe Products"
Article for consideration of an unnamed product.
Manufacturers:
a. Restricted List: Where Specifications include a list of manufacturers' names, provide a
product by one of the manufacturers listed that complies with requirements. Comparable
products or substitutions for Contractot's conveniencc will not be considered.b. Nonrestricled List Where Specifications include a list of available manufacturers, provide
a product by one of the manufacturers listed, or a product by an unnamed manufacturer,
that complies with requirements. Comply with requirements in "Comparable Products"
Article for consideration of an unnamed manufacturer's product.
Basis-of-Design Product: Where Specifietions name a product, or refer to a product indicated
on Drawings, and include a list of manufacturers, provide the specified or indicated produot or a
comparable product by one of the other named manufucturers. Drawings and Specifications
indicate slzes, profiles, dimensions, and other characteristics that are based on the produc,t
named. Gomply with requirements in "Comparable Products" Article for consideration of an
unnamed product by one of the other named manufacturers.
Visual Matching Specification: VVhere Specittcations require mmatch Architectヽ sample", provide a
product that comp!ies vЛ th requirements and matches Architect's sample.Architecrs decislon w∥be
inal on whether a proposed productrnatches
l. !f no product avalable within speclned cate9ory matches and cOmpiies with other specined
requirementsi comply with requirements in Section o12500"Substhu∥On Procedures"for proposal
of product.
PRODUCT REQUiREMENTS‐ 016000‐34.
2.
3.
Oak Brook Golf Club PaJo RenovaJon′Proiect No.2018‐027
D. Ⅵsual Se:ec∥on Specttcationi Where SpecincatiOns inc:ude the phrase"as selected by Architect from
manuracturers穐 ∥rangず 。F Sim∥ar phrasei select a produCt that cOmplies with requiremOnts,Archnect
wi∥select colo「:gloss,pattem,densltyl or texture from manufacturers lFOduCt∥ne hat includes both
standard and prenllum items,
2.2 00MPARABLE PRODUCTS
A ttd∥臨『t棚 i膳 肌論錮貯1淵 [棚 需認 寄鮒 謂精盤酬FM魚:デ 酬
requests輛 thout ac∥on,ex●eptto record●on∞mp∥anOewitt these requirements:
1. E宙 dence that the proposed proluCt dOes not reqd碑 腱MJonsto he Conmct D∝umenお ,hat"
is conSistent with the Conttct Documents and wi∥produce he indicated results,and hatltis
compatib;e with other portions ofthe wo慮.2. Detailed companso● Of signincant qualities of proposed prod●ct輛 h those named in the
Sped“a∥Ons.S咆 厳iCant qua∥les hdude atパ butes such eS perFomance,webht,gze,
durab∥
",usuJ erect and Spedlc features and requirements hdcated.3. Evidence hat proposed product pκ Mdes speciled Ⅵarranty.
4. List oF simmar insta∥atio■s for∞mpleted proiectS With proieCt names and addresses and names
and addresses of architects and owners,「requested.
5。 Samplesiif requested:
PART 3‐EXECUT:ON(Not Used)
END OF SECT10N
PRODUCT REQU:REMttNTS
016000‐4
Oak Brook Gor Club PaIO Renovalonノ Proied No,2018‐027
SEC■ON 017300
EXECUT10N
PART l‐GENERAL
l,l RELATED DOCUMENTs
A. pra劇 ngs and oeneral provisions ofthe Contmctlinduding Ceneral and supplementary Cond1lons and
山o「Division 01 SPttCalon Sections:apply to this Setton.
1.2 SuMMARY
A, SeCtion includes Oeneral administraぜ ve and procedural requirements goveming execuJon ofthe Work
ihcl口 ding,but not hmited to,the fo∥owing:
1. Construction iayout.
2. Field engineenng and suⅣeylng.
3, lnstallation of the VVork.
4. Cutting anl patching.5. C∞rdinatiOn of Owner‐insta∥ed products.
6. Progress cleaning.
7. Starting and adiuSIng.
8. PH)tection ofinstalled constnJcJon.
B. Related Requirements:
1. section 011000"Summarプ for∥mits on use ofProiect Site.
2. Sedon 017700 mcloseout Procedures"for submttng lnal property survey wlth ProieCt Record
Oocuments,re∞rding Of Owner‐accepted deviations from indicated lines and!eveis,and lnal
deaning,
1.3 DEFiNITiONS
A, Cuning:Removalo日 n‐place construction necessary to perrnitinsta∥atlon or perFomance of otherwork.
B, Patching: Fitting and repair work required to restore consmction tO Original condi∥ons afterinsta:lation
of other work.
1。4 1NFORMAT10NAL SuBMITTALS
A. Qualilcation Data: For professional engineer.
3. Cenincates: submit cettcate signed by professional engineer oertifying that iocatiOn and elevation of
improvements cOmply with requirements.
C. Landn∥Receipts: Subml copy of receipts issued by a landi∥fac∥ity,∥censed to accept hazardous
matetta:s,for hazardous waste disp●sal.
PART 2‐PRODuCTS
2.l MATER:ALS
A. General:Comp!y with requirements speciFled in othO「SecJons,
B. in―Place Materials: use materia:s for patching identical to in‐place materia:s. For exposed surfaces,
use mate百 als that visua:ly match in―place adi●Cent surfaces to the fu∥est extent possible.
1, if identical materials are unavallable o「cannot be LISed,use material,that,when insta∥edl will
provide a match acCeptable to Architect for he visual and functiOnal perforTnance of in‐place
matena:s.
EXECUT10N
017300‐1
Oak Brook Golf Club Patio Renovation / ProJeci No.2018'027
PART 3. EXECUTION
3.1 EXAMINATION
A. Existing Conditions: The existence and location of underground.and other utilities and construction
indicated as existing are not guaranteed, Before beginning sitewo*, lnvestigate and verify the
existence and locatlon of underground utilities. mechanical and electrical systems, and other
construction affectlng the Work.
1. Before construction, verify the locatlon and lnvert elewtion at poinB of connectlon of sanitary
sewer, storm sevyer, and water-seMce piping; underground electrical sewices, and other utilities.
2. Fumish location rlata for work related to Project trat must be performed by publiq utilities sewing
Projectsite.
B. Examlnatlon and Acceptance of Conditions: Before proceeding with eactr component of the Work,
examine substrates, aieas, and conditlons, wlth lnstaller or Applicator present vvhere indicated, for
cornpliance with requirements for installation tolerances and other condiiions affecting performance.
Record observations.
1. Examine roughing-in for mechanical and electrical systems to reffy actual locations of
e,onnections before equipment and frxture instrallation'
Z. Examine watls, floors, and roofs for suitabte conditions vriere products and systems are to be
installed.g. Verify compatibllity with and suitability of substrates, including compatibility wtth existing finishes
or Primers.
C. Written Reporl Where a written report listing conditions derimental to performance of the Work is
required by other Sections, include the following:
1, DescriPtion of the Wo*.
?, List of
"detrimental conditions, including substrates'
3. List of unacoeptaDle installation tolerances'
4. Recommendedconections'
D. pnoceed wis1 installation only after unsatisfactory condiiions have been conected. Proceeding with the
Work indicates acceptance of surfaces and oonditions'
3.2 PREPARATION
A, Existing Utility lnformation: Fumish information to local utili$ that is necessary to adjust' move, or
relocate existing utiiity "trrrt res, utilig poles, lines, servtoes, or other utili$ appurtenances located in or
affected Oy conltruction. Coordinaie with authorities having jurisdiction.
B. Field Measurements: Take field measurements as required to ti!.1trq Wort< properly. -Recheck
m"".rr"r"nti u.ror" installing each product. where portions of the work are indicated to fit to olher
construction, yg;fy dimensiois of other construction by field. measuremenls before fabrication'
Coordinate fabr'aation schedule with construction progress lo avoid delaying the Work-
C, Space Reguirements: Verify space requirements and dimensions of items shown diagrammatically on
DraWngs.
D, Review of contracl Documents and Field conditions: lmmediately on discovery of the need.for
clarification of ihe contract Documents caused by differing freld conditions outside the control of
Contractor, .rOrit a request for informalion to Architect according to requirements in Section013100
'Project Management and Coordination,"
3.3 CONSTRUCTION LAYOUT
A. Verificatlon: Before proceeding to lay outthe Work, verity layout.information shown on Drawings, in
relation to the propirty survey and existing benchmarks. lf discrepancies are discovered' notify
Architecl PromPtlY'
B, General: Engage a professional engineer to lay out the Work using accepted survey{ng practices.
EXECUT:ON
017300-2
Oak Brook Golf Club Patio Renoration / Project No. 20.l8-027
1. Establish benchmarks and control points to set lines and levels at each story of conslruction and
elsewhere as needed to locate aact element of Project,
2. Eslablish limits on use of Projeci site.
3. Establish dimensions within tolerances indicated. Do not scale Drawings to obtain requifed
dimensions.
4. lnform installers of lines and levels to which they must comply.
E. Gheck the location, level and plumb, of every major element as the Work progresses.
6. Nofrfy Architect when deviations ftom required lines and lerrels exceed allowable tolerances.
T. Closi slte surve)rs with an eror of closure equal to or less than the standard established by
authorities having jurisdiction.
C. Slte lmprovements: Locate and lay out site improvements, including pavements, grading, fill and topsoil
placement, utilityslopes, and rim and invert elemtlons.
D. Building Lines and Levels: Locate and lay oul control lines and levels for structures, buitding
foundaiions, column grids, and floor levels, including those required for mechanical and electricalwork.
Transfer survey markings and elevations for use with confol lines and levels. Level foundalions and
piers from two or more looations'
E. Record Log: Maintain a log of layout contol work. Record deviations from required lines and levels.
lnclude beginning and ending dates and times of suw€)rs, weather conditions, name and duty of each
suruey party memUer, and types of instruments and tapm used. Make the log available for reference by
Architect.
3.4 FIELD ENGINEERING
A. ldentification: Owner witl ldentify exisling benchmarts, conbol points, and properly comers.
B. Raference Points: Locate existing permanent benchmaks. contol points, and similar reference points
before beginnlng the Wo*. Preserve and protect permanent benchmarks and control points during
Gonstruction oPerallons.
1. Do not change or relocate existing benchmarks or control points without prior written approval of
Architect. Report lost or despoyed permaneht benchmarkS or conkol points promptly. Report the
need to relocate permanent bencfimarks or control points to Architect before proceeding'
Z. Replace lost oi destroyed permanent benchmarks and control points promptly. Base
replacemenls on the original survey confol points.
C. Benchmarks: Establish and maintain a minimum of two permanent benchmarks on Prqiect site,
referenced to data established by survey control points. Comply with authorities having jurisdiction for
type and size of benchmaft'
1- Record benchmark locations, with horizontal and verticaldata, on Project Record Documents.
Z. Where the actual location or elevation of layout points cannot be marked, provide temporary
reference points sutficient to locate the Work.
3. Remove t6mpor,ary reference points when no longer needed. Restore marked construction to its
original condition.
D. Certified Survey: On completion of foundation walls, major site improvements, and other work requiring
field-engineering services, prepare a certified survey showing dimensions, locations, angles, and
elevations of construction and sitework.
E. Final Property Survey: Engage a professional engineer to prepare a final property survey showing
significani features (real property) for Project. lnclude on the survey a certification, signed by
prifessional engineer, that principal metes, bounds, lines, and levels of Project are aeruraiely
posilioned as shown on the survey.
1. Show boundary lines, monuments, streets, site improvements and utilities, existing improvements
and significanf vegetation, adjoining properties, acreage, grade contours, and the distance and
bearing from a site corner to a legal point.
2. RecorJing: At Substantial Completion, have the final propeny survey recorded by or with
authorities having jurisdiction as the official 'property survey."
EXECUT10N
017300‐3
Oak Brook Golf Club Patio Renovation / Project No. 2018427
3.5 INSTALLATION
A, General: Locate the Work and components of the Work aerurately, in conect alignment and elevation,
as indicated.
1. Make vertical work plumb and make horizontal work level.
2. Where spaoe is limited, install componenb to maximize space available for maintenance and
ease of removal for replacement.
3. Oonceal pipes, ducts, and wiring in finished areas unless otherwise indicated.
B. Comply with manufac{urer's mitten instructions and recommendations for installing products in
applications lndicated.
G. lnstall products at the time and under condilions that will ensure the best possible results. Maintain
condltlons required for pmduct performance until Substential Completion.
D. Conduct construction operations so no parl of the Work is subjected lo damaging operations or loading
in excess of that expected during normal condltions of occupancy.
E. Sequence the Work and allow adequate clearances to accommodate movement of construction items
on site and plaement in permanent locations.
F. Tools and Equipment: Do not use tools or equipment that produoe harmful noise levels.
G. Templates: Obtain and distribute to the parties involved templates for work specified to be factory
prepared and field installed. Check Shop Drawings of other work to confirm that adequate proMsions
are mad6 for locating and installing products to comply with indicated requiremenE.
H. Attachment ProMcte blocking and attachment plates and anchors and fasteners of adequate size and
number to securely anchor aach component in place, accurately located and allgned wltt other portions
of the Wo*. Where size and type of attachments are not indicated, verify size and type required for
load conditions.
L Joints: Make joints of uniform width. Where ioini locations in exposed uork are not indicated, arange
joints for the best visual effecl Fit exposed connections together to form hairline ioints.
J. Hazardous Materials: Use products, cleaners, and installation matefials that are not considered
hazardous.
3.6 CUTTING AND PATCHING
A. Cutting and Patching, General: Employ skilled workers to perform cufting and patching. Proeeed uith
cuttinj and patching at the esfliest feasible time, and complete without delay.
1. Cut in-place construction to provide for installation of other components or performance of other
construction, and subsequently patch as required to restore surfaces to heir original condition,
B. Existing Wananties: Remove, replace, patch, and repair materials and surfaces cut or damaged during
installation or cutting and patching operations, by methods and with materials so as not to void existing
warranties.
C. Temporary Support Provide temporary support of work to be cut.
D. Protection: Protect in-place conslruction during cutting and patching to prevent damag6. Provide
protection from adverse weather conditions for porlions of Projecl that mlght be exposed during cutting
and patching operations,
E. Existing Utility Services and MechanicaUElectrical Systems: Where existing seMces/systems are
required to be removed, relocated, or abandoned, bypass such services/systems before cutting to
prevent intemtption to occupied areas,
F. Cutting: Cut in-place construction by sawing, drilling, breaking, chipping, grinding, and similar
operations, including excavation, using methods least likely to damage elements retained or adjoining
construction. lf possible, review proposed procedures with original lnstaller; comply with original
lnstalle/s written recommendations.
EXECUT10N
017300‐4
Oak Brook Gotf Oub Patio Renovation / Project No. 201&027
1. ln general, use hand or small power tools designed fior sawing and grinding, not hammering and
chopping. Cut hples and slots neatly to minimum size required. and witt mlnimum disturbance of
adjacent surfaces" Temporarily cover openings when not in use.
2. Finished Surfaces: Cut or drillfrom the exposed or finished side into concealed surfaces.
3, Concrete and Masonry: Cut using a cutting machine, such as an abrasive saw or a diamond+ort
drill.
4. Excavating and Backfilling: Comply with requirements in applicable Sections where required by
cutting and Patching oPerations'
S. Mechinical'and Electrical Services: Cut off pipe or conduit in walls or partitions to be rEmoved.
Gap, valve, or plug and seal remaining portion of plpe or conduit to prevenl cntrane of moisture
or other{oreign matter after antting,
6. Proceed with patching alter consFuolion operations raquiring cutting are complete.
G. patching: Patch construction by filling, repairing, refinishing, closlng uP, qng similar operations following
perform-ance of oher ramrk. patctr with durable seams thal are as invisible as practicable. Provide
haterials and comply with lnstallation requlrements speclfied in other Sections, where applicable.
j. lnSpectiOn: Where feasible, tast and inspect patched areas afler completion to demonstrate
physical integdty of installation'
2. hyioseO Finlshls: Restore exposed finishes of patched areas qnd exterd finish restoration into
retained adjoining construction in a manner that will minimize evidence of patching and
refinishing.
a. Clean plping, conduit, and similar features before appl$ng paint or other finishing
materials.
b. Restore damaged pipe covering to its original condition'
3. Floors and Walls: Where wells or partitions $at are removed extend one finished area into
another, patch and repair floor and wall surfaces ln the new space. Provide an even surface of
uniform'finish, color, iexture, and appearance. Remove inplace floor and wall coverings and
replace wlfir new materials, if necessary, to achieve unifotm cotor and appearance.
a. Where patching occurs in a painted surface, prepare substrate and apply prim-er and
intermediate painl coats appropriate for substate overtte patcn, q1! apply final paint coat
over entire unbroken surtace mntaining the patch. Provide addltional coats until patch
blends with adjacent surfaces.
4. Ceilings: Patch, repair, or rehang in-place ceilings as necessary to provide an even-plane
surface of uniform aPpeamnce.
5. Exterior Building Enclosure: Patch components in a manner that restores enclosure to a
weathertight condition and ensures thermal and moisture integrity of building enclosure.
H. Cleaning: Clean areas and spaces wfiere cutting and paiching are performed' Remove paint, mortar'
oils, putty, and similar rnaterials from adjacent finished surfaces.
3,7 OWNER.INSTALLED PRODUCTS
A. Site Access: Provide access to Project site for Owner's construction personnel.
B. Goordination: Coordinate construction and operations of the Work with work performed by OwneCs
construction Personnel.
3.8 PROGRESS CLEANING
A. General: Clean project site and work areas daily, inctuding common areas. Enforce requirements
strictly. Dispose of materials lawfully.
1. Gomply with requirements in NFPA 241 for removal of combustible waste materials and debris.
Z. Do not hold waste materials more than seven days during normal weather or three days if the
temperature is expected to rise above 8l' rle{r F (27 deg C)'
3. Containerize hazardous and unsanitary waste materials separately from other waste' Mark
oonlainers appropriately and dispose of legally, according to regulations'
a. Use containers intended for holding wasle materials of type to be stored.
EXECUTION
017300 - 5
Oak Brook Golf Club Patio Renovation / Projecl No. 2018-027
4. Coordinate progress cleaning for joint-use areas where Contractor and other contractors are
working concunentlY'
B. Site: Maintain Proied site free of weste materlals and debds.
C. Work Areas: Clean areas where work is ln progress to lhe level of cleanliness necessary for proper
exeqrtion of theWork.
1. Remove liquid sPllls Promptly.Z. Where ausi uodtU impah proper exectrtlon of the Worlt, broom+lean or vaouum the entire work
area, as aPProPriate'
D. lnstalled Wort: Keep installed work clean. Clean installed surfraces aocordlng to witten instructions of
mgnufacturer or labricator of product lnstalted, uslng only cleaning materials specifically recommended.
lf specific cleaning materials are not recommended, use cleaning matetials that are not hazardous to
heatth or propertytnd that will not damage exposed surfaces-
E. Concealed Spaces: Remove debris from concealed spaces before enclosing lhe space.
F. Exoosed Surfaces in Flnished Areas: Clean exposed surfaces and protect as neoessary to ensure
freedom ftom damage and deterioration at lime of Substantial Completion'
G, Waste Disposal: Do not bury or bum waste materials on+ite. Do not wash waste materials down
se\iers or into walerways, Comply with waste disposal requirements in Section015000 Temporary
Facilities and Controls.'Section 017419 "Cons'truction Waste Management and Disposal."
H. During handllng and instellation, clean and protect consbudion in progress and adjoining materials
alreajy in place. Apply protective covering where required to ensure protecdon from damage or
deterioration at Substantlal Completion,
l. Glean and provide maintenance on compleled constsuction as frequently as necessary through. the
remainder of $e consbuction period. Adjust and lubricate operable c-omponents to ensure operability
without damaging effecB.
J. Limiting Exposures: SupeMse construction operallons to assure that no part of the conshuction.
complJteO L;, in progress, is subiect to harmful, dangerous, damaging, or otheruise deleterious
exposure during the construction period'
3.9 STARTING AND ADJUSTING
A. Coordinate startup and adjusting of equipment and -operating components with requirements in
Section 0 1 91 1 3 *deneral Commissioning Requirements''
B, start equipment and operating components to confirm proper operation. Remove maffunctioning units,
rePlace with new units, and retest'
C. Adjust equipment for proper operation. Adjust operating components for proper operation without
binding.
D. Test each piece of equipment to verify proper operation. Tesl and adjust controls and safeties'
Replace damaged and malfunctioning controls and equipment'
E, Manufacturer,s Field SeMce: Comply with qualification requirements in Section 014000 "Quali$
Requirements"'
3.10 PROTECTION OF INSTALLED CONSTRUCTION
A. provide final protection and maintain conditions that ensure installed work is without damage or
deterioration at time of Substantlal Completion'
B. Comply with manufacturer's written instructions for temperature and relative humidity.
END OF SECTION
EXECUT10N
017300‐6
Ook Brook Gor Club Pa∥。RenoVa∥onノ ProieCt NO,2013‐027
SEmON 017700
CtOSEOuT PROCEDURES
PART l・ GENERAL
l.l RELATED DOCuMENTS
A. Drawings and general provisions ofthe Contrac、induding Genera:and supplementary Conditions and
Ouler DiviSio■01 Specincalon Sections,a,ply tO thiS S∝∥on.
1.2 SuMMARY
A. Sedion i,cludes administralve and procedurai rDquinements for COnmact closeout inciuding=but not
∥mled t。,the fo:lowing:
1, Substantlal Complelon procedures.
2. Finai completion procedures.
3. Warranles.
4. Final deaning.
5. Repa計 Ofthe Work.
3. Reiated Req口 irements:
1, Seclion 017300"Executon"for progress cteaning,f Pr●ect Site.
2. Seclilon 017823 ・Operalion and Maintenance Data" for operation and maintenance manual
requirements.
3. Section 017839 'Proied Re"Fd Documenピ foF Submittng re∞rd Drawlngs, re∞rd
4 聖露脚 鶴詔』露:絆 ふ『橘面げbr ttquiremen、ゎ南nsmdng owners persOnnd.
1.3 ACT10N SUBM:TTALS
A. Product Data:For cleaning agents.
Bo Contractors List of lncomplete!tems:inilial submi∥al at subStanlal Complelon.
c, Certiled List Of incomplete ltemS:Final submina:at Final Complelon.
1.4 CLOSEOUT SUBMITTALS
A. Certilcates of Reiease:F「om authoHtes having iu∥SdiCtion,
3. Certiicate of lnsurancei For conlinuing coverage`
C. Fleld Report:For pest controlinspection.
1.5 MA:NTENANCE MATERIAL SUBM:TTALS
A. Schedule of Maintenance Matena!items:For maintenance matenal submittal nems speciled in other
Sections,
1.6 SUBSTANTIAL COMPLET:ON PROCEDURES
A. Contractors List of:ncomp:ete ltems:Prepare and subml a ist ofitems to be∞mpleted and co「rected
(Contractors punch list),indiCalng the value of each item on the∥st and reasons why the work is
:ncomplete,
B. Submittals PriO「tO Substanta!Compie∥oni comp:ete the Fo!lowing a minimum of 10 days pHor to
requesting inspection fO『 deterrnining date of Substantiai Completlon. List itemS below that are
incompiete attime ofrequest.
1. Certincates Of Re:ease1 0btain and subml releases from authOnles having junsdictiOn perrnitting
Owner un,estricted use of the VVoホ and access to services and utnities. Include occupancy
pe目口itS,operating certittcates:and s:m∥ar releases.
CLOSEOUT PROCEDURES~ 017700‐1
Oak Brook Golf Club Patio Renowtion / Project No. 2018-027
2. Submit closeout submittals specified in other Division 01 Sections, including project record
documents, operation and maintenanoe manuals, lTnal completion construclion photographic
documentation, damage or setdement surve)rs. property surveys, and similar final reoord
infomation.3. Submit closeout submittals specified in individual Sections, including specific uaananlies,
workmanship bonds, mBintenance service agreements, final certifications, and similar
documents.4. Submit maintenance material submittals specifted in individual Sections, including toots, spare
parts, extra materials, and similar items, and deliver to location designated by Architect. Label
with manufacturer's name and model number where applicable.
a. Schedule of Maintenance Material ltems: Prepare and submit scfiedule of maintenance
material submittal items, including name and quantity of each item and name and number
of related Specilication Sectlon. Obtain fucfiitect's slgnature for recelpt of submittals.
5. SubmitlesUadjusUbalancerecords.6. Submit sustainable design submittals required in Section018113.13 "Sustainable Design
Requirements - LEED for New Construction and Major Renovations,' Section018113.16
"Sustainable Design Requirements - LEED for Commercial lnteriors," Saction 018113.19
'sustainable Design Requirements - LEED for Core and Shell Development,' and
Seclion018113.23 "Sustainable Design Requirements - LEED for Schools" and in indiMdual
Sections,7. Submit changeover information related to Owner's occupancy, use, operation, and maintenance.
C. Procedures Prior to Substantial Completion: Complete the following a minimum of 10 days prior to
requesting inspection for determining date of Substantial Completion. List items balow that are
incomplete at time of request.
Advise Owner of pending insurance changeover requirements.
Make final changeover of permanent locks and deliver keys to Owner, Advise Owner's personnel
of changeover in security provisions.
Complete starhrp and testing of systems and equipment.
Perform preventive maintenance on equipment used prior to Substantial Completion.
lnstruct Owne/s personnel in operation, adjustment, and maintenance of producls, equipment,
and systems. Submit demonstration and trainlng video recordings specified in Section 017900
'Demonstration and Training."
6. Advise Owner of changeover in heat and other ulilities.
l. Participate with Owner in conducting inspection and walkthrough with local emergency
responders.8. Terminate and remove temporary facilities from Project site, along with mockups, construction
tools, and sirnilar elements.
9. Complete final cleaning requirements, induding touchup painting.
10. Touch up and othenpise repair and restore maned exposed finishes to eliminate visual defects.
D. lnspection: Submit a written request for inspection to deiermine Substantial Completion a minimum of
10 days prior to date the work will be completed and readyforflnal inspection and tests. On receipt of
request, Architect will either proceed with inspection or notify Contractor of unfulfilled requirements,
Architect will prepare the Certificate of Substantial Completion after inspection or will noiify Contraclor of
items, either on Contractor's lisi or additional items identified by Architect, that must be completed or
corrected before cerlificaie will be issued.
1. Reinspection: Request reinspection when the Work identified in previous inspections as
incomplete is completed or conected.
2. Results of completed inspection will form the basis of requirements for final completion.
1.7 FINAL COMPLETION PROCEDURES
A. Submittals Prior to Final Complelion: Before requesting linal inspection for determining final completion,
comPlete the following:
1. Submit a finalApplication for Paymenl according to Section 012900 "Payment Procedures."
CLOSEOUT PROCEDURES
017700‐2
0●kB「ook Goif Club Pa∥o Renovalonノ ProieCt No.201&027
2. Certiied List of incomplete ltemsI Submit certined copy of Architect'S substantial Comple∥on
ihspOction∥st 6f:temsto be comp:eted or∞rected(puncll list),endorsed and dated by A"hitect.
cenled 00py of he∥st shJl stab that each ltem has been com口 ebd。「Othe雨 se resdled for
acceptance.
3. Centlcate of hsurancei Submn evidence ofttnal,conlnuing insurance∞vettge complying with
insuranco reqЧ i"ments.
4。 Slbml pesttontrol inal hspeclion repon,R鼈 蠅 陶 鸞 躊 魃 朧 ¨糀
:翼 蹂冒tF認蹴L糧 肥 器 駆編bd“鴎d
t ttinSledi踏 濫:耀 :∫M_哺 en he work dettned m previtts htte酬 o“"1.8 LiST OFINCOMPLETE ITEMS(PUNCH LIST)
A. Organization of List::nclude name and idenllcati●n of each space and area afFected by oonStnJction
辮∬∥よ禦電:践 よ諮i需 l露 翻hg COrretton hdudn3 1 ne∞ssaryl attas d"uわ ed by
lctiont
l. Organize list of Spaces in sequential order.
2. Organize items applying to each space by malor element,induding catego百 es for ce∥ng,
individual Walis:loors,equipment,and building,ystems.
3. :nclude the foilowing infomation at ule tOp Of each page:
Project name.
Date.
Name of Architect
Name of Contractor.
Page number.
4. Submit lisl of incomplete items in the following format:
a. MS Excelelecronic file. Architect will return annotated file.
b. PDF electronic file. Architect will return annotated file'
c. Three paper copies' Architect will retum two copies'
1.9 SUBMITTALOF PROJECTWARRANTIES
A. Time of Submittat: Submit wriilen wananties on request of Architect for designated portions of the Work
where commencement of wananties other than date of Substantial Completion is indicated, or when
delay in submittal of warranties might limit Owner's rights underwananty.
B. partial Occupancy: Submit properly executed wananties within 15 days of completion of designated
portions of the Work that are compieted and occupied or used by Owner during construction period by
separate agreement with Contractor.
C. Organize wananty documents into an orderly sequence based on the table of contents of Proiect
Manuel.
1, Bind wa6anties and bonds in heavy-duty, three-ring, vinyl-covered, loose'leaf binders, thickness
as nec,essary to accommodate contents, and sized to receive 8-1/2-by'l f inch paper'
Z. RroviOe heaiy paper dividers with plastic-covered tabs for each separate wananty. Mark tab to
identify ttre prdOJct or installation. Provide a typed description of the product or installation'
includino the name of the product and the name, address, and telephone number of lnslaller'
3. tdentifyEach binder on the front and spine with the typed or printed lite'WARRANTIES,' Pmject
name, and name of Conlractor,
4. Wananiy Electronic File: Scan wananlies and bonds and assemble complete wananty and bond
submittal package into a single indexed electronic PDF file with links enabling navigation to each
item, provide bobkmarked table of contents at beginning of document.
CLOSEOUT PROCEDURES
017700-3
Oak Brook Go!f Club Pa機 o RenOva∥onノ ProleCt No.2018‐027
D. Provide addttonal∞ples of each warranty to include in opera∥on and maintenance manua:s.
PART 2‐PRODUCTS
2,l MATERIALS
A. Cl●aning Agents:use cleaning matettals and agents recommended by manufacturer o「fab∥cator of the
surace tO be cleaned.Do notuse c:eaning agents that are potentia∥y hazardous to hea:th or prope口 y●『
that might damage lnished Suttces,
1. Use d“ning prOducts that●omply耐 由Creen Sealis CS‐37,or r es.37 is not applicablel use
products that comply輔 th the Calmmia code oF Regulattons maximum a∥Owable VOC leve:s.
PART 3…EXECUT:ON
3.l FINAL CLEAN:NG
A: General: Perforrn ttnal oleaning. Conduct deanlng and wasteremoval operations to comply輛 th local
laws and ordinances and Federai and iocal●nuronmenta:lndョ ntipo:lution regulations,
B, c:eaning:Employ exp●nenced workers or professional cleaners for lna:cleaning.Clean each surface
O「unit to oOndition expected in an average commercla:bu∥ding oleaning and malntenanoo pro9ram.
Comply with manufacturers witen insmctions:t =蹴 a瓶 郡鋼11.:ξ認お』階1°ns bef.腱 Ⅲueslng hspeclionお r certincatOn d
l orfor a designated portiOn of PrOieCt:
・ :ξ :&駆 :認 滉鳳 酬:nttk乳 艦:繊 摺悧躙,記 1躙 ■1淵 臨
substances.
Sweep paved areas broom clean,Remove petrOchemical spilis,stainsl and other foreign
離糖『翻:鵠 ∬1鼎 ::∥:間 tW蹴譜謂嘲L]駆 淵裾:ヽ 鵠 Jし
誦:!認 ::乱 ∫淵鮮籠i翼 隠盟饗脚 肥劉臨品:」脱湯fⅢ搬盤LJ
surFaces,Restore reFecliVe surfaces to lhOir c
辮 翠漱織,乱 i:鳳λ劇港:辮 網ξ亀爆冨:l∫:論 ::製19
ЮJ銚 メenumヽ
椰 lili∫|:iiil:里
ギ:il彙 囃i;:!lili:ili:Ъ
ndexcess nap:clean according
soll or stains remain.
艇捕麒電設責ぷ欄野瀾臨お棚∬ぷ露1牌 鶉
指i朧 鼻胆電1鮮 翻鷹li轡 掘灘減肥lm腫
from water exposure'
n. nepia"" dispisable air filters and clean permanent air filters. Clean exposed surfaces of
diffusers, registers, and grills.
o. Clean ductsl blowers, aid coils if units were operatsd without filters during construction or
that display contaminaiion with particulale matter on inspection.
1) Clean HVAC system in compliance with NADCA Standard 1992-01. Provide wriften
report on cornPletion of cleaning,
p. Clean lightfixtures, lamps, globes, and reflectors to function with full efficiency.
q Leave Project clean and ready for occupancy'
CLOSEOUT PROCEDURES
017700‐4
Oak Brook Golf Club Patio Renovation / Project No. 2018{27
C. Pest Control: Comply with pest control requlrements in Section 015000 Temporary Facilities and
Conbols.' Prepare written report.
D. Cons{ruction Waste Dlsposal: Comply wlh waste dlsposal requirements in Section 015000'Temporary
Facilities and Controls.n
3.2 REPAIR OF THE WORK
A, Complete repair and restoration operations before requesting inspection for determination of Substantial
ComPletion.
B. Rep3ir or remove and replace defective construction. Repairing includes replacing defective parts,
refinishlng damaged surfaces, touching up uith metching matedals, and properly adjusling operating
equlpment, Where damaged or wom items cannot be repaired or restored. provide replacements.
Remove and replace operating components lhat cannot be repaired. Restore damaged consbuction
and permanent facilities used during construction to specified condition.
1, Remove and replace chipped, scratched, and broken glass, reflective surfaces, and oher
damaged hnsparent materials.2. Touch up and othenrrise repalr and restore maned or exposed finishes and surfaces. Replace
linishes and surfaces that that already show evidence of repair or restoration.
a. Do not paint over'UL, and other required labels and identification, including mechanical
and electrical nameplates. Remove paint applied to required labels and identification.
3. Replage parts subject to operating conditions during construction that may impede operation or
reduce longevity.4, Replace bumed.out bulbs, bulbs noilceably dimmed by hours of use, and defective and noisy
slarters in fluorescent and mercury vapor fixturcs to comply with requirements for new fixtures.
END OF SECT10N
CLOSEOUT PROCEDURES
017700-5
Oak Brook Gor Club Pato Renovation/ProieCt No.2018‐027
SECHON 017339
PROJECT RECORD 00CUMENTS
PART l‐GENERAL
ll RELATED DOC●MENTS
A D剛哺ngs and general proMsions or tle COntract,induding Ceneral and Sulplementary Cond∥onS and
Oい けDivislon 01 Spα 節b愛 ion sections,applytO this se面 on_
1.2 SUMMARY
A SecOon hdudes admmlstratve and proceduralreq口 腱mentS fOr proltt re∞rd doouments,hdudhg the
follo哺 19:
1. R●●●rd D"輌 ngs.
2. Re∞rd SpecFlcaJons.
3. Re∞rd PrOduct Data
4. MiSCellaneous re∞rd submttals.
B R●lated Reqlirements:
l Setton 011200踊 Jl口 e Conい Ct Summaげ fOr c∞rdinetng project record documents c●Ve"ng
he Wott of mり ltlple contmcts
2. Secuon o17300'Exlo■of fOrlnal property survey3 S酬 on“77げ Cb“out Pr●●edureゞ 厭』篇電お電ド翠寓脂lnd mJnonan"manuJ4 Sect o●017823"Opera∥on and Mainte
requiremen、
1.3 CLOSEOUT SUBMITTALS
A Record Dra口 ngs COmply w101the foilowhg:
1. Numberof Cop腐 :Subm1 0ne seK6)Or matted_up re∞rd p百 nヽ
2 Number of COples:Submt∞●es of re∞rd Dl割 哺ngs as follo“:a lni∥al SubmttaL
l) Submit one pape卜 ∞py setl群 羞脚 せ:暦 器 llFbneofllep∥nts.
1謹 蜘
1鰤
職 酬 鵠 a¨¨市嗣m
b Flnal Subml鮨L
鶴 記淵瞭 』::鵠喘譜 ι=譜
■:Y躍 :1漁 "e“。…nじ
3) Pint each drawing, Whether o「 not Chahges and addnion31 infOn■otlon were
re∞rded.
c Final Submittal:
ヨ F践 電明 |∥ξt¶eS蹴 鷺盤濯駕r躙 ぼbgndd■日me口 aS
neher or not changes and additonal informaton were
recorded
B Record SpedicationsI Subml one paper cOpy of pr●eCt'S Specinca∥ons,including addenda and
contract modincatiOns
C Record Pr●duct Datai Subml one paper copy of each submittal
l where re∞rd Product Data are required as part of operatton and maintenance manualst submt
dup∥cate marked‐up Product Da●as a∞mponent of manuaL
PRO」ECT RECORD DOCじ MENTS
017839‐1
Oak Brook Golf Club Patio Renovation / Project No. 2018427
D. Miscellaneous Record Submittals: See other Specification Sections for miscellaneous record-keeping
requirements and submitlals in connection witr various construction activities. Submit one paper copy
of each submittal.
E. Reporls: Submit written report weekly indicating items incorporated into project recnrd documents
concunent with progress of the Wo*, lncluding revisions, con@aled conditions, feld changes, produc-t
solestions, and other notations inco rporated,
PART2 - PRODUCTS
2j RECORD DRAWINGS
A. Record Prints: Maintain one set of marked-up paper copies of fte Contract Drawings and Shop
Drawings, incorporating new and revised drawings as modificatlons are issued.
1. Preparation; Mark record prints to show the actual installation where installation varies from hai
sho.wn originally. Require individual or entity vfio obtained record data, wfiether individual sr
entig is instalter, sutimntractor, or similar entity, lo provide informatlon for preparaton of
conesponding marked-up record prints.
a. Give particular attention to information on concealed elements that would be diffioult to
identify or measure and record later'
b. Accurately record information in an acceptable drawing technique.
o. Record data as soon as possible after obtaining it.
d. Record and check fie markup before enclosing concealed installatlons,
e. Crsss-referen@ record pdnts to conesponding archive photographic documentation.
Content: Types of items requiring marking include, but are not limited to, he following:
a, DimensionalchangestoDrawings.
b. Revisions to details shown on Drawings.
c. Depths of foundations belowfirst floor.
d. Locations and depths of underground utilities'
e. Revisions to routing of piping and conduits-
f. Revisionstoelestricalciratitry.g. Actual equiPment locations.
h. Duct size and routing.
i, Locations of concealed intemal utilities.j. Ghanges made by Change Order or Construction Change Directive.
k. Changes made following Architects witten orders.
l. Details not on the original Contract Drawings.
m. Field records for variable and concealed conditions'
n. Record information on the Work that is shown only schematically'
g. Mart the Contract Drawings and Shop Drawings completely and accurately. Use personnel
proficient at r€cordlng graphic information in produc-tion of marked-up record prints'
4. iirlark record sets wittr erasable, red-colored pencil, Use other colors to distinguish between
changes for different categories of the Work at same location'
S. Mark-important additionallnformation that was either shown schematically or omitted from original
Drawings.6. Note Construction Ghange Directive numbers, alternate numbers, Change Order numbers, and
similar identification, where applicable.
B. Record Digital Data Files: lmmediately before inspection for Certificate of Subsiantial Complelion,
review maiced-up record prints with Arcfritect. When authorized, prepare a full sel of corrected digital
data files of the Contract Drawings, as follows:
1. Format: Same digital data software prografn, version, and operating system as the original
Contract Drawings.
2. Format: Annotated PDF electronic file-
3. lncorporate changes and additional information previously marked on record prints. Delete,
redraw, and add details and notations where applicable'
PRO」ECT RECORD DOCUMENTS
017839‐2
Oak Brook Go「Club Palo Renovalon′Proiect No.2018‐027
4. Referinstances of uncertainty to A“hitect for resolu∥on,
5. Archhect wi∥fumiSh Contractor one set of digitai data fles of the Contract Dra輛 ngs for use in
re∞rding infoma∥on.
a. see section 013300'Submittal PrOcedures"fOr requirements related to use of Arch“crs
digital data Flles.
b, Architect wⅢ provide data nle layerinfoml●lon,Re∞rd markupS:n separate iayers.
Co Ntty Prepared Record Dra輛 ngs:Preplre ntt Drawings instead of prepa∥ng re∞rd Drawings、ぬere
Architect detemines that neither the olginal Conttct Dra哺 ngs hOr shop Drattngs are suitable to show
acmalinstallatlon.
・ 淋器で1:L肥 計:r駆需:鼎 鶏acm"e叶 百S｀釧ed as a result J“mpli"m
on.
2. Cohsult Arch10ct f●r proper scale and scope Of deta∥ing and noね Jons required to re∞rd the
actual physical insta∥a∥on and its relaJon to other∞nstruclion,lntegrate netty prepared re∞rd
Drawings hto re∞rd Orewing setsi∞mが y with procedures for fOmattng,organi」ng=∞pゾ ng,
binding,and submitting.
D. Fomat identfy and date each record D餡 面ng: inciude the designalon TROJECT RECOR0
DRAWiNG'in a prominentloca∥oh.
1, Record P∥nts: Organize re"rd plnts and ne耐 y prepared record Drawings into manageable
sets.[3ind each set with durablo paper cover sheets. lnclude identincaliOn On cover Sheets.
2. Fomat:Annotated PDF electronic lle.3. Re∞rd Diglal Data F∥es: Organize digital data infomalon into separate eiectronlc l:es that
corespond to each sheet ofthe(3ontract Drawings. Name each籠 le wih the sheetidenli口 calion.
lndude identi,cation ln each digital data網 le.
4. ldentiFlcation: As fb∥ows:
Project name,
Date.
Deelgnation'PROJECT RECORD DRAWINGS.'
Name of Architect.
Name of Contractor.
2,2 RECORD SPECIFICATIONS
A. preparation: Mark Specifications to indicate the actual product lnslallation wtrere installation varies ftom
tt at indicated in Specifications, addenda, and contract modifications'
1. Give particular aftention to information on con@aled products and installations that cannot be
readily identified and recorded later-
2. Mark topy with the proprietary name and model number of products, materials, and equipment
fumishei, including substitutions and product options selecled.
3. Record the name 6f manufacturer, supplier, lnstaller, and other information necessary to provide
a record of selections made.
4. For each principal producl, indicate whether record Product Data has been submitted in operation
and mainienance manuals instead of submitted as record Product Data'
S. Note related Change Orders, record Product Data, and record Drawings where applicable.
?,3 RECORD PRODUCT DATA
A. preparation: Mark product Data to indicate the aclual product instatlation wtrere installation varies
subitantially from that indicated in Product Data submittal'
1. Give particular attention to information on concealed products and installations that cannot be
readily identified and recorded later'
Z. lnclude significant changes in the product delivered to Project site and changes in manufacturer's
written instruclions for installation.
3. Note related Change Orders, record Specifications, and record Drawings where applicable.
PROJECT RECORD DOCUMENTS
017839‐3
oak Brook GolF C:ub Pa∥o Renovaせ On′ProJect No.2018o027
2.4 MISCELLANEOuS RECORD SUBM!T‐「ALS
A. Assemue miscellaneous re∞rds requred by Other Specilcalon Sections for mtce∥aneous Fe∞rd
爛耀謂i淵 躍譜よ,電 ::譜 嘲躍偲翼搬馨濯樋W醜 ・Bind釘 詭耐stth"“
PART 3‐EXECUT10N
3.l RECORD:NG AND MAlNTENANCEA馴 辮:pぷ 輩
'議
器緊翼悧慮機器T蹂 ∬亀∬田胤黙留品棚思霞
wal unJ end of ProieCt
B. Maintenance of Re∞rd Documents and Sampies: Store record documents and Samples in the neld
断nce apatt from the COntract Documents used for constru面 On.Do not use proiect reCOrd documents
Ms電 麗燿棚9婦 認悧島譜1出 懇・Provl記 ::議 ξttЪ 問:」
'撚 臨 e燿 1器
END OF SECT:ON
PRO」ECT RECORD DOCUMENTS
017839‐4
Oak Brook Golf Club Patio Renorration / Project No. 2018-027
sEcTtoN 017900
DEMONSTRATION AI{D TRAINING
PART 1 . GENERAT
1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including Generral and Supplementary Conditions and
otfrer DMslon 01 Specificafion Sections, applyto this Section.
1.2 SUMMARY
A. Section inoludes administralive and procedunal rcquirements for instrucling Owner's personnel,
including the tullowing:
1. Demonstration of operaUon of systems, subsysiems, and equipment.
Z. Training ln operation and maintenance of systems, subslttems, and equipment.
3. Demonsbation and training video recordlngs.
B. Allowances: Fumish demonsfation and training insfuction time under the Demonstration and Training
Allowance as specffied in Sec{ion 012100 "Allowances.'
C. Unit Price fior lnstruction Time: Length of instruction time will be measured by actual tlme spent
performing demonstration and training in required location. No payrnent will be made for time spent
Lssemblin-g educational materials, setting up. or cleaning up. See requirements in Section 012200 "Unit
Prices.'
1,3 INFORMATIONAL SUBMTTTALS
A. Instruc.lion Program: Submil oudine of instruclional program lor demonsfation and training, including a
list of trsinlng-modules and a schedule of proposed dates, limes, lengh of instruction time, and
inshuctors' nimes for each faining module, lnclude leaming objective and outline for each haining
module.
1. lndicate proposed Saining modules using manufacturer-prcduced demonsfation and haining
video re6orilings for systems, equipment, and products in lieu of video recording of live
instructional module.
B. Attendance Record: For each training rnodule, submit list of participants and length of instruction time.
C. Evaluations: For each participant and for eactr fiaining module, submit results and documentation of
performance-based test.
1.4 CLOSEOUTSUBMITTALS
A. Demonstration and Training Video Recordings: Submit two copies within seven days of end of each
training module.
1. ldentification: On each copy, provide an applied label with the following information:
a. Name of Project.
b. Name and address of videographer.
c. Name of Architect.d. Name of Construclion Manager.
e. Name of Contractor.f. Date of video recording.
2. Transcript Prepared and bound in format matching operation and maintenanoe manuals. Mark
appropriate identification on front and spine of each binder. lnclude a cover sheet with same
label information as the corresponding video recording. lnclude name of Project and date of
video recording on each Page.
DEMONSTRAT10N AND TRAINING
017900-1
1.5
Oak Brook Gor Club Patio RenoИ tion′Proiect No,2018‐027
C.
3. Transcript Prepared in PDF electronic format, lnclude a c$ver sheet with same label information
as the mnesponding video recording and a table of contents wlth links to conesponding training
components, lnclude name of Project and date of video recording on each page.
4. At completion of training, submit complete haining manual(s) for Owne/s use.
QUALITY ASSUMNCE
Facilitator Qualifications: A firm or indMdual experienced in training or educating maintenance
personnel in a haining program similar in content and extent to that indicated for this Project, and whose
work has resulted in training or education wilh a record of successful leaming performance.
lnstructor Qualifications: A factory-authorlzed seMce representative, complying w{th requirements in
Seclion 014000 "Quality Requirements," experienoed in operation and maintenanoe prooedures and
training.
Mdeographer Qualifications: A professional videographer who is experienced photographing
demonstration and training events similar to those required'
preinstruction Conference: Conduct conference at Project site to comply with requirements in
Section 013100 'Profect Management and Coordination." Review methods and pmcedures related to
demonstration and training including, but not limited to, lhe following:
lnspect and discuss locations and other facilities reguired for instruction.
Review and finalize lnstruction schedule and verify availabllity of educational materials,
instructors' personnel, audiovisual equipment, and facilltles needed to avoid delays'
Review required content of instruction.
For instruction that must occur outside, review wealher and forecasted weather conditions and
procedures to follow if conditions are unfavorable'
COORDINATION
Coordinale instuction sqlr.ettule with Owne/s operations, Adjust schedule as required to minimize
disrupting Owner's operations and io ensur€ availability of Ornefs personnel.
Coordinate instructors, induding providing notificetion of dates, times, length of insfuction time, and
course content.
Coordinate content of training modules with content of approved emergency, operation, and
maintenance manuals. Do not submit instruction program until operation and maintenance data has
been reviewed and approved by Architect-
PART 2‐PRODUCTS
B.
D。
1.6
A.
B.
2.1 INSTRUCTION PROGMM
program Structure: Develop an instruction program that includes.individual tnaining modules for each
"y"G, and for equipment not part of a system, as required by individual Specification Sections,
Training Modules: Develop a leaming objective and teaching outline for each module. lnclude a
descripiion of specific skills and knowledge that participant is expected to master. For each module,
include instruction for the following as applicable to the system, equipment, or component:
1. Basis of System Design, Operational Requirements, and Criteria: lnclude the following:
a. System, subsystem, and equipment descriptions'
b. pirtormance ind design criteria if Contractor is delegated design responsibility.
Operating standards.
Regulatory requirements.
Equipment function.
Operating characteristics.
Limiting conditions.
Performance curves.
2. Documentation: Review the following items in detail:
DEMONSTRAT!ON AND TRAIN:NG
017900‐2
Oak Brook Golr C:ub Patlo RenoVaJon′Prolect NO.2018H027
Emergency manua:s.
Opera∥ons manua:s.
Maintenance manuals.
PtteCtre∞d documents.
ldentincaliOn systems,
Warranties and bonds.
Maintenance settce agreementS and sim∥ar conunuing∞mmiments.
3. Emergendes: :ndude the fOl:●哺ng,aS applicable:
lnstuctions on meaning of wamings, trouble indications, and enor messages.
lnstruclions on stopping.
Shutdown instructions for each type of emergency.
Oper:ating instructions for mnditions outside of normal operating limils.
Sequences for electric or elechonic syslems.
$pecial operating lnstructions and procedures,
4. Operations: lnckrde the following, as applicable:
a. Startup prooedures.b. Equlpment or syslem break-in procedures.
c. Routine and normaloperating insbuctions'd. Regulation and conlrol procedures.
e. Control sequences.f. Safuty procedures,g. lnstruc.tlons on stopPing.h. Normalshutdowninstruclions.i. Operating prooedures for emergencies.j. Operating procedures for system, subsystem, or equipment failure.k. Seasonal and weakend operating lnshucUons.l. Required sequences for eledric or elecftnic systems.
m. Specialoperatinginstructionsandprocedures.
5. Adjustments: lnclude the following:
a. Alignments.b. Checking adjustments.c, Noise and vibration adjustments.d. Economy and efficiency adjustments.
6. Troubleshooting: lnclude the following:
a. Diagnostic instruc-tions.b. Test and inspection procedures.
7. Maintenance: lnclude lhe fotlowing:
lnspection procedures.
Tlpes of cleaning agents to be used and methods of cleaning.
tist of cleaning agents and methods of cleaning detrimentralto product.
Procedures for routine cleaning
Procedures for preventive maintenance.
Procedures for routine malntenance.
Instruction on use of special tools.
8. Repairs: lnclude the following:
a. Diagnosis instructions'
b. Repair instructions.
c- Disassembly; component removal, repair, and replacement; and reassembly instructions.
d. lnstruclions for identifying parts and componenls.
e. Review of spare parls needed for operation and maintenance.
DEMONSTRAT:ON AND TRAINING
017900‐3
Oak Brook Golf Club Patio Renovation / Project No. 2018-027
PART 3. EXECUTION
3.1 PREPARATION
A. Assemble educational materials necessary for instruction, including documentration and lraining module.
Assemble trainlng msdules into a training manual oryanized ln coordination with requirements in
Sec'tion 017823 'Operation and Maintenance Data.'
B. Set up instructional equipment at insbuction location.
3.2 INSTRUCTION
A. Facilitator: Engage a qualified facilitalor to prepare instrucUon program and haining modules, to
coordinale inslruclors, and to coordinale between Contractor and Owner for number of participants,
instruction times, and location.
B. Engage qualified instructors to instruct Owner's personnel to adjust, operate, and maintain s)Etems,
subslnlems, and equipmenl not part of a system.
1. Architect will fumish an inslructor to describe basis of s)Etem design, operational requirements,
criteria, and regulatory requirements"
2. Owner willlumish an instructor to describe Owner's operational philosophy.
3. Owner will fumish Confactor Mth names and positions of participants.
C. Scheduling; Provide lnstruslion al mutually agreed on times. For equipment that requires seasonal
operation, proMde similar instruction at start of each season.
1. Schedule training Wllh Owner, through Atchitect, with at least seven days' advance notice.
D. Trainlng Location and Reference Material: Conduct kaining on+ite in the co-mp]eted and lully-
operati6nat facility using the actual equipment inghce. Conduct baining using final operation and
maintenance data submitbls'
E. Ernluation: At conclusion of each training module, assess and document each particlpanfs mastery of
module by use of performance-based test.
3.3 DEMONSTRATIONANDTRAININGVIDEORECORDINGS
A. General: Engage a qualified commercial videographer to record demonshation and training video
recordings, -R-ecord' each training module separately. lnclude classroom lnstuctions and
demonshations, board diagrams, and other visual aids, but not student practice'
1. At beginning of each training module, record each charl containing leaming objective and lesson
outline.
B. Video: Provide minimum 640 x 480 video resolulion converted to, on electronic medie.
1. Electronic Media: Read-only format Dompact disc acceptable io Owner, with commercialgrade
graPhic label.
2. File Hierarchy: Organize folder structure and flle locations according to project manual table of
contents. Provlde complete screen-based menu'
3. File Names: Utilize fiie names based upon name of equipment generally described in video
segment, as identified in Project specifications.
4. Coitractor and lnstaller Contact File: Using appropriate softtware, create a file for inclusion on the
Equipment Demonstration and Training DVD_that describes the following for each Contractor
involved on the ProJect, arranged according to Project table of contents:
a. Name of Contractor/lnstaller'
b. Business address'
c. Business Phone number-
d. Point of contacl.
e. E-mailaddress,
C. Recording: Mount camera on tripod before startllg .recording, unless othenruise necessary to
adequately cover area of demonstration and training. Display continuous running time.
DEMONSTRATION AND TMINING
017900 - 4
Oak Brook Golf Club Patio Renoration / Project No, 2018427
1. Film training session(s) in segments notto exceed 15 minutes.
a. Produe,e segments to present a single signlficant piece of equipment per segment.b. Organize segments with multiple pieces of riquipment to follow order of Project Manual
table of contents.c. Where a training session on a partioular piece of equipmenl exceeds 15 minutes, stop
filming and pause taining session, Begin training session again upon osmmencement of
newftlming segment.
D. Ught Levels: Verity light levels are adequate to properly light equipmenl. Verify equipmenl markings
are olearly visible prior to recording.
1. Fumish addltional Poltable lighting as rcquired.
E. Nanation: Describa scenes on video recording by audio nanation by microphone while video recording
is recorded. lnclude description of items being viewed.
F. Transcript: Provide a transcript of the nanation, Display images and running time captured from
videotape opposite lhe conesponding nanation segment'
G. preproduced Mdeo Recordings: Provide video recordings used as a oomponent of mining modules in
same format as recordings of live bainirtg'
END OF SECTION
DEMONSTRAT10N AND TRAINING
017900‐5
Oak Brook Go「Club Pa督 o RenovaJon′Prolect No.2018■027
SECT:ON 024119
SELE釘 ⅣE DEMOL「10N
PART l‐GENERAL
l.l RELATED DOCUMENTS
A 3冊 l鶴 瑞淵鰐 臨1滉 認雁 Jndudng Cened and Sup口 emenね w Condilions and
SOction.
1.2 SUMMARY
A. Seclion lnc:udes:
1, Dernolltion and removal of selected portlons of bu∥di19 or structure.
2. Demol社 iOn and removal of selected site elements.
3.SdVage of exお Jno lems b be ttused orrecycled.
B. Related RequirementsI
l. Seclio■011000 "Summarゾ for res帥●lons on use of the premises, Owner‐occupancy
2.釧 靡 晰 罵∬鼎躍ふd patching pro“dures
l,3 DEttNIT:ONS
A. Remove:Detach nems frOm exisling lonstruction and diSpoSe of them ofFosite uniess indi"ted tO be
saivaged or reinstalled.
B. Remove and Salvage;Detach items from exislng constttct10n,in a manner to prevent damage,and
deliver to(Dwner ready for reuse.
C. Remove and Reinstall: Detach items from eXiSung cOnstuction, in a manner to prevent damage,
prepare for reuse,and reinsta∥where indicated.
D.扁 出:dt謄 雪糖gt:TT機 脇lems hd are naお
be ttm。彎d and ma are nd othettSe
L ttST認 :碧 躙 雹織TTttR肝 蹴♂鼎:麗 ξli累 1で 電離濯棚翼11肥檀『『誕
salvaged or reinstai:ed.
1,4 MATER:ALS OWNERSHiP
A・ Unless othenMse indlcated=demontiOn waste becomes property of Contrador.3M、器」鷺謂∥滉鰐』『滉1型「為iW鷺 謂七l驚 進電:it亀 殿:r総 穏需
be uncovered durirlg demolition remain the prOperty of()wner.
SELECTIVE DEMOL:丁 10N‐ 024119-1
Oak Brook Golf Club Pa∥o Renovation′ProleCt No.2018‐027
1, Carefully sa:vage ln a mannerto prevent damage and prOmptly retum to Owner.
1.5 PREINSTALLAT10N MEETINeS
A, Predemo∥∥on Conferencel Conduct conference at PtteCt ttte.
1 賞翼1酬 盤躙却棚盤寵酬 °nb詭 剣edivew l●●OliSh“.lnO stttcture.3.Re」ew and lndize seiedive dernd“。n schedub and vett ava∥aЫ ∥ty of mate∥Js,demd∥on
personneL equipment,and faci∥Jes needed to make progress and avold delays・
4. Review requirements of work perFor7ned by other tradeS that rely on substmtes exposed ly
selec∥Ve demlolition operal●ns,
5. Review areaS where exisung cOnstruc∥on is to remain and requires protectiOn.
1.6 :NFORMAT:ONAL SuBM:TTALS
A. Qua∥lcation Datal For refrigerant recovery technician,
B. Schedule of Selecuve Demolition ActivitieS:lndicate the fo∥owing:
1, petaled sequence of selective demo:蘭 on and removal wo漁 ,with stattng and ending dates for
oach actMty.Ensure Owners on_site opera饉 ons are uninterupted.
2, lhterruplon of ulltysettces,indicate ho"long u∥∥ty servioes Ⅷ∥be intempted.
3. COordina∥on forshuto■capping,and∞n,nualon of utilけ serViCes,
4. Use ofe:evator and stairs.
5。 CoOrdination of Owners cOnlinuing occupancy of portions of existing building and of Owners
partibl ocCupancy of oompleted Work,
C. Predemo1lion PhotOgttphs Or Video:Show exisJng condLions of adio:nlng oonstruction:including nnish
surFaces: that mighi be mis∞nstrued as damage caused by demolitiOn opem∥ons, Comply ttth
Sectlon 01 3233"Photogmphic Documentaton."Submit before Work beoins.
D. Statement Of Refttgerant Recovery:Signed by refrigemnt recovery technioian respOnsible for recove∥ng
refrigerant:stating that a∥refrigerant that Was present was re∞Vered and hat recovery was performed
according to EPA reguiations. lnclude name and address of technician and date rei∥gerant was
recovered.
E. Warantiesi OocumentaJon indicalng that exisung waranttes are s薔
" in efFect after completion ofselective demolilion.
1.7 CLOSEOUT SUBMlマ TALS
A. lnventory:Submit a∥st ofilems that have been removed and Salvaged.
1,8 QUALlTY ASSURANCE
A. Refrigerant RecoVery Teё hnician QualirlcatiOns:Certifled by an EPA‐approved certilcation program。
1.9 FIELD COND:T10NS
A. OwneF Wi∥OCcupy adiacent bu∥ding.Conduct selec,ve demo∥lon so Owners Opera∥ons v宙 li not be
disrupted.
SELECTIVE DEMOLIT10N
024119‐2
Oak Brook Go「Club Pa薔 o Renova∥on′Pmiect No.2018・ 027
8, OonditiOnS exlsting at ume of inspectiOn for bidding purpose will be maintained by C,wner as far as
practtca!.
C, N酬 町 ArChitect of discrepandes b徴 燎海n exisling cond爾 Ons and D"wings before proceeling with
selective demolitiOn,
D, Hazardous Matettalsl:tis not expected that hazardous mate13:S Wi∥be encountered in me WO“.1. Ha4だ ous matedals哺 ∥be removed by Owner before sta■ofthe Work.2 」濯獅轟躍驚ぜ」:制 擢覇階1∞
mい 軋d°nd d血 砒mmedbuy nOttfy Archi回
omoved by Owner●nder a sepamte contract.
E. Storage or sale of remol鰺 d items or matedals on,site is not perrnitted.F淵 亀Ⅷ認棚鶴L:F認 Ⅷ孵hd“回b"main in"rvice and prottt hem∞Jtt dam∞el, Maintain lre‐pr(■ectton faci:ities in service during seleCtiVe demolition operalionst
l.10 WARRANTY
A, Existing waran10、Rem●Ve=re口 aCe,patchl and repdr mate百 Js and surfaces,ut or damag"du∥ng
selecuve demo∥哺on,by mehodS and with materials and using approved conttctors sO as not to void
ex鶴 薔ng wamnJeso Notiv wamntOr befott proceedlng.B馴 獄嘲瑞淵 鵠 糊謂鑑 拙黒:棚 :lFI器棚ぶ譜g
l.11 000RD!NAT10N
A. Arange seleclve demolition sChedule so as notto interFere wth C)wners operations.
PART 2‐PRODUCTS
2.l PERFORMANCE REQU:REMENTS
A. Regulatory Requirementsi Comply with 9ovemlng EPA noll,ation re9ul●10ns before be9:nning
selective demolition,Comply v哺 th hauling and disposal reguiations of autho甫 ∥es havingiuriSdiClion,
Bo Standards:Comply with ASSE A10.6 and NFPA 241・
PART 3-EXECUT:ON
3.l EXAMiNAT10N
A・ Verfy that utilities have been disconnected and Capped before startlng selective demolilion operations.
B. Review ProieCt Record Documents of exiSting construction or other exislng oondi19n and hazardous
materia:inforrnation provided by Owner.Owner does not guarantee that existing conditions are same as
those indicated ln ProleCt Re∞rd Documents`
SELECTiVE DEMOLIT10N
024119‐3
32
3.3
Oak Brosk Gotf Club Patio Renovation / Project No. 2018-027
C. Perform an engineering survey of condition of building to determine vfieher remoMng any elemenl
might result in structural deficiency or unplanned collapse of any portion of structure or adjacent
structurBs duing selectlve build ing dem olition operations.
1. Perfom surveyB as the Work prcgresses to detect hazards resulting from eelec,tive demolition
acUvities.
D, Steel Tendons: Locete tensioned steeltendons and include recommendations for ddensioning.
E. Veriff that hazardous materials have been rernedlated before proceeding with building demolition
operations.
F. Survey of Existing Condilions: Record existing conditions by use of preconstuc$on photographs or
video.
1. Comply with requirements specified in Section 013233 'Photographic Documentalion.'
Z. tnvent6ry and rdcorO the condition of items to be removed and salvaged. Provide photographs or
video of conditions that might be misconstrued as damage caused by salvage operations.
PREPARATION
Refrigerant Before starting dernolition, removq refrigerant from mechanical equipment accordlng to
40 CFR 82 and regulations of authorities hav{ng iurisdictlon.
UTILIW SERVICES AND MECHANICAUELECTRICAL SYSTEMS
Existing SeMces/Systems to Remain: Maintain services/syatems indicated to remain and protect them
against damage.
Existing SeMces/Systems to Be Removed, Relocated, or Abandoned: Locate, identify, disconnect, and
seal oI cap off utillty seMces and mechanical/electrical systems serving areas to be selectively
demolished.1. Anange to shut ofi utilities with utility companies. .Z. lf servr-ces/sptems are required to be removed, relocated, or abandoned, provide temporary
services/sys[ems that bypass area of selective demolition and thal maintain continuity of
services/systems to other parts of building.g. Disconnei1 demolish, and remove fire-suppression systems, plumbing, and HVAC systems,
equipment, and components indicated on Drawings to be removed'
a. piping to Be Removed: Remove portion of piping indicated to be removed and cap or plug
rehatning piping with same or compatible piping material'
b. piping to bi {UanOoned in Place: Drain piping and cap or plug piping with same or
compatible piping materialand leave in plaoe.
c. Equipment io'Be Removed: Disconnect and cap services and remove equipment'
d. gquipment to Be Removed and Reinstalled: Dsconnect and cap services.and remove,
clean, and store equipment; when appropriate, reinstall, reconnect, and make equipment
oPerational'e. Equipment to Be Removed and Satvaged: Disconnect and cap services and remove
equiPment and deliver to Owner.
f. Ducis to Be Removed: Remove portion of ducts indicated to be removed and plug
remaining ducts with same or compatible ductwork material'
S. Ducts to-Be Abandoned in Place: Cap or plug ducts with same or compatible ductwork
material and leave in Place.
SELECTIVE DEMOLIT10N
024119・4B.
Oak Brook Golf Glub Patio Renovation / Project No. 201&027
3.4 PROTECTION
A. Temporary Protection: Provide temporary banicades and other protection required to prevent injury to
people and damage to adjacent buildings and facltlties to remain.
1. Provide protection to ensure safe passage of people around selective demolition area and to and
from oeupied portions olbuildlng.2. Provtde iemporary weather protection, during interval betrcen selective demolition of existing
construcUon on exterior surfaces and new construstion, to prevent water leakage and damage to
structure and inlerior arBas,3, Protest uralls, ceilings, floors, and oher exlsting finlsh work thet are to remain or that are exposed
during eelective demolitlon openations.4, Cover and protect fumiture, furnishings, and equlprnent that have nol been remorred.
5. Comply with requirements for temporary enclosures, dust conhol, heating, and cooling speciffed
in Section 015000'Temporary Faclllties and Controls.n
B. Temporary Shoring: Design, provide, and maintain shoring, bracing, and structural supporB as required
to prcserve stabili$ and prevent movement, settlement, or collapse of construolion and finishes to
remain, and to prevent unexpec-ted or uncontrolled movement or collapse of constuction being
demolished.
1. Strengthen or add new supports when required during progress of selective clemolition.
C, Remove temporary banicades and protections where hazards no longer exisl
SELECTIVE DEMOLITION, G ENERAL
General: Demolish and remorre existing construction only to the extent required by new construction
and as indicated. Use methods required to complete the Work within limitations of goveming regulations
and as follows:
1. Proceed with selectlve demolition systematicallY, from higher to lower level. Complete selective
demolition operations above each floor or tier before disturbing supporting members on the next
lower level.
2. Neatly cut openings and holes plumb, square, and true to dirnensions required. Use cutting
meth|ds least likely to damage constuction to remain or adjoining construction. Use hand tools
or small power tools designed for sawing or grinding, not hammering and chopping. Temporarily
cover openings to remain.
3. Cut or drill from the exposed or finished side into concealed surfaces to avoid maning existing
finished surfaces.
4. Do not use cutting lorches until work area is cleared of flammable materials, At concealed
spaces, such as duct and pipe interiors, verify condition and contents of hidden space before
starting flame-cutting operalions. Maintain portable fire-suppression devices during flame-cufting
operations,
S. Maintain fire watch during and for at least 2 hours after flame-cutting operations.
6. Maintain adequate ventilation when using cufting torches.
7. Remove decayed, vermin-infested, or otherwise dangerous or unsuitable materials and prompUy
dispose of off-site.g. Remove structural framing members and lower to ground by method suitable to avoid free fall
and to prevent ground impact or dust generation.g. Locate selective demolition equipment and remove debris and materials so as not to impose
excessive loads on supporting walls, floors, or framing.
10. Dispose of demolished items and materials promptly.
Site Access and Temporary Controls: Conduct selective demolition and debris-removal operations to
ensure minimum interference with roads, streets, walks, walkways, and other adjacent occupied and
used facilities.
SELECTIVE DEMOLITION
0241 19 - 5
3.6
Oak Brook Golf Club Patio Renovation / Projec't No. 2018-027
C. Removad and Salvaged ltems:
1. Clean salvaged items'2, Pack or crate ilems after cleaning. ldentfy contents of containers.3. Store items in a secure area until delivery to Owner.4. Transport ltems to Owne/s storage area on-site,5. Protecl ltems from damage dudng transport and storage'
D. Removed and Reinstalled ltems:
1. Clean and repair llems to funclional condition adequate for intended reuse.
2. Pack or crate ltems after cleaning and repairing. ldentify contents of containens.3. Proiect items from damage during transportand storege.4. Reinstall items in localions indicated. Comdy with lnstallation requlrements for new materials and
equipment. Provide connecllons, supports, and miscellaneous materials nectssary to make item
functional for use indicated.
E. Existing ltems to Remaln: Protect construction indicated to rcmain against damage and soiling during
seleciive demolition. When permitted by Architect, items rnay be removed to a sultable, protected
storage location during selective demolition and cleaned end reinstalled ln their original locations after
selectirre demolition operations are complete.
SELECTIVE DEMOLITION PROCEDURES FOR SPEGIFIC MATERIALS
Concrete: Demolish in seclions. Gut concrete full depth at Junctures with construction to remain and at
regular intervals using powerdriven saw and then remove csncrete between saw cuts.
Masonry: Demolish in small sections. Cut masonry at junciures vdth construction to remaln, using
powerdriven saw, and then remove masonrybetween saw cuts'
Concrete Slabs-on-Grade: Saw+ut perimeter of area to be demolished, and then break up and remove.
Resilient Floor Coverings: Remove floor correrings and adhesive according to recommendations in
RFCI's ,Recornmended Work Practices for the Removal of Resilient Floor Coverings."
Rooling: Remove no more existing roofing than what can be covered in one day by new roofing and so
that bu'ilding interior remains watertight and weathertighl. See Section 075423 Thermoplastic Polyolifin
(TPO) Roofing for new roofing requiremenis,
1. Remove existing roof membrane, flashings. copings, and roof accessories.
2. Remove existing rooling system down to substrate.
DISPOSAL OF DEMOLISHED MATERIALS
Rempve demolltion waste materials from Project site and dispose ol lhem in an EPA-approved
construction and demolition waste landfill acceptable to authorities having jurisdiction.
1. Do not allow demolished materials to accumulate on-site.
Z, Remove and transport debris in a manner that will prevenl spillage on adjacent surfaces and
areas.A. Remove debris from elevated portions of building by chute, hoist, or other device that will conv€y
debris to grade level in a controlled descent.
Buming: Do not burn demolished materials.
SELECTiVE DEMOLITl印
024119‐6E,
37
Oak Brook Gor Club Paぉ RenOvatton′Proied No.2018・ 027
3.8 CLEANING
A. Clean adJacent sfustures and imprcvements of dusl, dirt, and debris eaused by selective demolifion
operations. Rehrm adJacent areas to mndldon exlsting before selec-tive demolltion operations began.
END OF SECT:ON
SELECT:VE DEMOLIT10N
024119‐7
Oak Brook Gor Club Pa薔 。Renoval●n′PrOlect No 2018‐027
SECT10N 033000
CAST‐I∥・PLACE CONCRETE
PART l‐GENERAL
l,l Rtt ATED DOCUMENrS
A, D膊 哺ngs and gene嗜 l provlsions of the Contracti incl●ding ceneral and Supplementary
CondliOns and DiviSion 01 Sp∝面catlon Sa蘭 ons,apply to Olis Sectlon
12 SUMMARY
A, SedOn lncludes cast‐in‐PlaCe concrete,including fomwork,reinforcelnent,∞ncrete mate籠 als,
m:xture design,placement procedurest and inlshes
3. Related Requirements:
1. Secton 035350'Cementl∥ous Stampabl●Oveloゾ for OVe∥●y lnish On new and existtng
●●ncrete slab‐●n‐grade.
13 DEF:N:T:ONS
A CemenltOus Materlals: Portland cement al●ne or ln∞mbina∥on朝 th one or more of he
following:b:ended h"rau∥c cement,ly ash,siag cememl●ther p●2201anS,and sillca fume:
maledatt suttecltO∞m口 lance輌 th requremen“
B WrC Ra薔 0:The ralo by weight of waterto cementi誦 ous mateHals
l.4 ACT10N SUBMiTTALS
A Product Data:For each type of product
巳 踏岨L織 :」写鳳 "霜 Ъだ置r鶏 』械uに Submm attmae deJgn耐 紬腱s ttm
田ons,…aher,testぃ ults,or other circumstances
warant ediuStments
l lndicate amounts of mixing waterto be輛 thheld forlater edditon at Prolect siteC爾 欄 靱 祓 鮨 蜆 躙
Fment
D Construction Joint LayOut:ndicate proposed constNdon iolntS required to construct the
structure
l Lo“lon ofoonsh」cuOnJoints is subleCtto approval ofhe A∝hnect.
CAST‐IN‐PLACE CONCRETE
033000‐1
Oak Brook Golf Club Patio Renovalonノ ProieCt No.2018‐027
1,5 1NFORMAT10NAL SUBMITTALS
A. Mate∥al Certirlcates:For each of the follc躙 嗜ng,signed by manufacturers:
1, Cemen∥鶴ous matettals.
2` Admixtures。
3, Steei reinforcetnent and accesso百 es.
4.日 ber"infottmenti
5。 Cu∥ng compounds.
6. Floor and slab treatnents.
7. Bonding 19ents.
8. AdheSiVes=
9, semiJOidiOint llleL
10. Join卜 111er strips.
B. Material Test RepOrts:Fo「the f●∥。Wing,from a qualifled tesing agency:
1. Aggregatesi:nc:ude servlce record data indicating absence of deleterlous expansion of
concrete due to a!kam aggregate reacttvity.
C. Field quattytontrol rep●由・
1,6 QUALITY ASSURANCE
A. instal:er Qual輛 calons:A qualined installer who emploぃ on Pttect personne:quaimed as ACト
cenined Fiah〃ork Technician and Finisher and e supeMso「喘 o:s an ACI・certined cOncrete
FI●●ork Technician.
B. Manufacturer Quaiincations: A rirTn experie,ced in manuracturing readyィ ロixed ooncrete
products and that comp:ies報 th ASTM C94/C94M requirements for production fac∥nies and
equipment.
1. Manufacturer ce面 網ed according to NRMCA's"Certnca10n Of Ready Mixed Concrete
Production Fac∥ities.・
C. Tesling Agency Qua∥lcationsi An independent agenCy,acceptable to authorilies haVing
iulSdiC10n=qua:ined accOrding to ASTM C1077 and ASTM E329 fortestng indicated.
1. Personnel COnducting neld tests sha∥ be qualifiol aS ACI Concrete Field Testing
Technician:Grade l,according to ACI CP,l or an equivalent certinca麟 on prOgram.
2. Personne:perForning laboratory tests sha∥be AClく 〕erttted Concrete Strength Testing
Technician and Concrete Laboratory Testing Technician= Grade l. Testing agency
laboratory superviso「sha∥be an ACI‐cetted Concrete Labomtory Teslng Technician:
Grade l.
1,7 DELIVERY,STORAGE,AND HANDLING
A. Stee: Reinforcementi Dё liver, store, and handie steel reinforcement to prevent bending and
damage.Avoid damaglng coatings on steeireinforcement.
CAST‐lN‐PLACE CONCRETE
033000‐2
Oak Brook Go「Club Pauo Renovationノ P薇 Ject No.2018‐027
1.8 FIELD CONDITIONS
Cold,Wealher Placement: Comply with.ACl306.1 and as follows. Protect concreie work from
physical darnage or reduced strengh that could be caused by frost, freelng ac-tions, or low
temperatures,
1. When average high and low lemperature is expected lo fall below {O deg F (4.4 deg C)
for three successive days, maintain delivered con*ete mlxfure temperature within the
temperature range required by ACI 301 (ACl 301M).
2. Do not use frozen materials or materials containing lce or snow. Do not place concrete on
frozen subgrade or on subgrade containing fozen materials.
3. Do not use calcium chloride, sall, or olher materials containing antifreeze agents or
chemicalaccelemtors unless othenrvise specified and appoved in mixture designs.
Hot-Weather Placement Comply wift ACI 301 (ACl 301M) and ACI 305.1 (ACl 305.1M), and as
follows:
1, Maintaln concrcte temperature below 90 deg F (32 deg C) at time of placement. Chilled
mixing water or chopped ice may be used to contt"ol temperature, provided water
equivalent of ice is calculated to total amount of mixing water. Using liquid nitrogen to
cool concrete is Conhactot's option.
2. Fog-spray forms, steel rcinforcement and subgrade just before placing concrete. Keep
subgrade uniformly moist without standing water, soft sPots, or dry areas.
2,1
212
PART 2‐PRODUCTS
CONCRETE,CENERAL
ACI Publica,Ons:Comply輛 th the fo∥Owing unless modified by requirements in the Contract
Documents:
1. ACi 301(ACi 301M).
2. ACll17(AC1117M).
FORM‐FACING MATER:ALS
Smooth‐Fomed Finlshed Concretel Forrn‐facing panels hat provlde conlinuous: true, and
smooth∞ncrete surfaces.Fumth h hrgest praclicaЫ e dzes to mmimize number ofidnヽ・
1 :鷺 卵:亀 亀詣ゝ:麻 :『忘〕吼電配器¶i‰ゎms,comロ ゾng哺 th DOC PSl,
and aS fo∥ows:
a. Structura1 1,B,B or bette■mill olled and edge sealed,
b, B二 B(COncrete Fo『m),Class l or bette嘔 m∥l oi:ё d and edge sealed.
端 :』:旧 殿盤t認 :量 :謂 鵠:&籠 mbtt meu,研 andttr appЮ ved maen■
lnd one side fOrtight fit,
Chamfer Stlpsi WoOd,metaL PVC,Or rubber strips,3r4by 3r4 inch(19 by19 mm),minimum.
CAST‐IN‐PLACE CONCRETE
033000‐3 ‐
A.
C.
Oak Brook Go「Club Pa∥O Renovatton′PF可 OCt No,2018‐027
p. For7n‐Release Agenti Comme“1●∥y forrnulated fom‐release agent that does nol bond with,
stain, or adversely afFect cOncrete surFaoes and does not lmpal「subsequent treatnents of
concrete surFaces.
1. Forrnulate forrnerelease agent wih rust inhibitor for steelform‐facing mate∥als.
E. FoFm TieS:Factory‐fablcated,removabl●or snap_OfF giaSs‐nber..reinfbtt plasI●or metalfom
les designed to resist late口 l pressure of fresh conlrete on fom,and to prevent slal'ng of
concrete on ttmoval.
1. Fumish units hat leave no∞rodib:e metal doserthan l inch 125 mm)to the plane of
exposed●●nc賣〕te surFace.
2. Fumish tes that,When removed,leave hdes no largerthan l inch(25 mm)in diameterin
Ooncrete surace.
2.3 STEEL RE!NFORCEMENT
A. Reinforcing Bars:ASTM A615rA615M,Crade 60(Grade 420),defOrmed.
巳 長珊・棚 彙WT躍器聰緞 、15ハ 創5M,Cmde∞lerade 42∞・debmed bars(
1:epoxy●oated,With iess than 2 percent damaged
∞ating h each 121nch(300・ mm)lar ttngth.
C. Plain‐Steel Weided‐Wire Reinforcement ASTM A1064/A1064Mi plain,fab面 cated from as_drawn
sted wire into lat sheets,
2,4 REINFORCEMENT ACCESSORIES
A. 」Oint Dowei Bars:ASTM A615rA615M,Grade 60(Grade 420),plain_steel bars,cut true to
:ength with endS square and free of burs.
B, Epoxy‐Coated Joint Dowe!Bars:ASTM A6157A615M,Grade 60(Grade 420),plain_steel bars:
ASTM A775rA775M epoxy coated.
C. Epoxy Repair Coatng:Liquid,tWO‐partl epoxy repair coalng:oompalЫ e lMth epoxy coaung On
reinforcement and●omplジ ng wlth ASTM A775rA775M.
D. Bar Supports: 8oisters, chairs, spacers, and other devices for spacing: suppOrting, and
fastening reinforcing bars and welded`面 re reinforcement in place,ManuFacture bar supports
from steel wire,plaslo,or precast concrete according to CRSl's"Manua:Of standard Praclce,・
of greater compressive strength than concrete and as foilows:
1. For epoxy“ated reinforcement, use epoxy‐coated or other dielectric‐polゝ rner・・●oated
w:re bar supports.
2.5 CONCRETE MATER:ALS
A. Source Limita薔 ons:Obtain each tpe or class of cemOnllous matenal ofthe same lrand from
the same manufacturer's plant, obtain aggregate frOm singie sourcel and obtain admixtures
from singie source from singie manuracturer.
B. Cemenl∥ous Matenals:
CAST‐lN‐PLACE CONCRETE
033000-4
Oak Brook Golf Club Patio Renovation / Pojec{ No. 2018-027
1. Portland Cement: ASTM C150/C150M, Type lType lll, gray.
2- Fly Ash: ASTM C618, Class F or C.
Normal-Weight Aggregales: ASTM C33/C33M, Class 33 coarce aggregato or better, gnaded,
Provide aggregates from a single source with documented service record data of at least 10
years' satisfactory service in similar applications and service conditlons using similar
aggregates and cementitious matedals,
1. Maximum Coarse-Aggregato Size: 1 inch (25 mm) nominal.
Z. Fine Aggregate: Free of materials uith deleterious reactivity to alkali in cement.
Air-Entralnlng Admixture: ASTM C260|C260M.
Chemlcal Admixtures: Certified by manufacturer to be compatible with other admixtures and
ttrat do not mntribute water-sotuble ctrloride ions exceeding those permitted in hardened
concrete. Do not use calcium chloride or admixtures containing calcium chloride.
1. Water-Reducing Admixture: ASTM C494/C494M, Type L.
2. Retarding Admixturc: ASTM C494/C494M, Tlpe B.
3. Water-Reducing and Retarding Admixture: ASTM C494/C494M, Type D.
4. High-Range,W-ater-Reducing Admixhrre: ASTM C494/C494M. lYPe F.
5. Xi[n-Range, Water.Reducing and Retarding lOmi44eqLSlM C494/C494M, Type G.
6. Plasticizing and Retarding Admixture: ASTM C1017/C1017M, Type ll.
Water:ASTM C94/C94M and Potable.
FIBER REINFORCEMENT
Synthetic Macrofiben Potyolefin macro-fibers engineered and d-e_signed for use in concrete,
c6mplying with ASTM C11 16/C1116M, Type lll, 'l to 2-114 inches (25 to 57 mm) long,
1. produc6; Subject to compliance with requirements, avallable products that may be
incorporated into ttre work include, but are not limited to the following:
a. ABC Polymer lndustries, LLG; FiberForce 1000 HP'
b. Euclid ChemicalCompany (The);an RPM company;Tuf-Strand SF'
c. Propex Operating Company, LLC; Fibermesh 650'
d. Sika Corporation; SikaFiber Foroe 650.
e. Fortia Concrete Fiber; Forta-Feno.
CURING MATERIALS
A. Absorptive Cover: AASHTO M 182, Class 2, burlap cloth made from jute or kenaf, weighing
approximately I oz./sq- yd. (305 g/sq' m) when dry'
B. Moisture-Retaining Cover: ASTM C171, polyethylene film orwhite burlap-polyethylene sheet.
C. Water:Potable.
D. Clear, Waterbome, Membrane-Forming Curing Compound: ASTMC309' T1pe1, ClassB,
dissipating.
CAST‐IN‐PLACE CONCRETE
C.
F.
2,6
2.7
033000‐5
Oak Brook Golf Glub Patio Renovatlon / ProJeci No. 201&027
1, Products: Subject to compliance with requirements, provide one of the following:
a. Anti-Hydro lntemational, lnc;A-H Curing Compound #2 DR WB.b. ChemMasters, tnc; Safe-Gure Glear DR.c. Dayton Superior; Clear Cure VOG J7VVB.d. Euclid Chemical Company (The); an RPM company; Kurez DR VOX.e. Kaufman Products, lnc; DR Cure.t Lambert Corporation; AQUA KURE - CLEAR.g. Laticrete lntemational, lnc.; L&M CURE R.h. Nox-Crele Products Group; Clear Gure DH 100.i. TK Producb; DCWB Dissipating Cure 2519.j. Vexcon Chemicals lnc.; Certi-Vex Envio Cure 100.k. W.R.Meadouts,lnc;1100-CLEAR.
2,8 RELATED MATERIALS
A. Expansion- and lsolationJoint-Filler Strips: ASTM 01751, asphalt+aturated cellulosic fiber or
ASTM D1752, cork or self-expanding cork.
B. Semirigid Joint Filler: Two-component, semirigid, 100 percent solids, epoxy resin wih a Type A
shore durometer hardness of 80 according to ASTM D2240.
C. Bonding Agent ASTM C1059/C1059M, Type ll, nonredispersible, acrylic emulsion or etyrene
butadiene.
2.9 REPAIR MATERIALS
A, Repair Underlayrnenk Cement-based, polyner<nodified, self-leveling product that can be
applied in thicknesses from 1/8 inch (3.2 mm) and that can be feathered at edges to match
adjacent floor elevations.
1. Cement Binder: ASTM C150/C150M, portland cement or hydraulic or blended hydraulic
cement as defined in ASTM C219.
2. Primen Product of underlayment manufacturer recommended for substrate, conditions,
and aPPlication.
3. Aggragate: Well4raded, washed gravel, 118 lo 114 inch (3.2 to 6 mm) or coarse sand as
recommended by underlayment manufacturer.
4. Compressive Strength: Not less than 4100 psi (29 MPa) at 28 days uhen tested
according to ASTM C109/C109M,
B. Repair Overlayment: Cement-based, polymer-modified, self-leveling product that can be applied
in thicknesses from 1/4 inch (6,4 mm) and that can be filled in over a scarified surface to match
adjacent floor elevations'
1. Cement Binder: ASTM C150/C150M, portland cement or hydraulic or blended hydraulic
cement as defined in ASTM C219.
2. Primer: Product of topping manufacturer recommended for substrate, conditions, and
application.
3. Aggregate: Wellgraded, washed gravel, 1/8 to 1/4 inch (3.2 to 6 mm) or coarse sand as
recommended by topping manufacturer.
4. Compressive Strength: Not less than 5000 psi (34.5 MPa) at 28 days when tested
according to ASTM C109/C109M.
AST.IN.PLACE CONCRETE
033000 - 6
Oak Brook Go「Club Pa∥o Renova∥On′Ptted No.2018‐027
2.10
A,
CONCRETE M!XTURES,GENERAL
Prepare design mixtures for each type and strength of ooncЮ まれproportiOned on the basis of
laboratory∥ai mixture or neld test data,or both,according to ACi 301(AC1301 M).
1. Use a qualirled independent teslng agency for prepaFing and reporting proposed inixture
designs based on laboratory malFn破 tures,
2.11
A.
Minimum Compressive Strength: 4000 psi (27.6 MPa) at 28 days,
Maximum W/C Ratio: 0.45.
Slump Limit:a. 4 inches (100 mm), plus or minus 1 inch (25 mm).
b. 8 inches (200 mm) for concrete with verified slump of 2 to 4 inches (50 to 100 mm)
before adding high+ange water-reducing admixture or plasticizing admixture, plus
or minus 'l inch (25 mm).
Air Content 6 percent, plus or minus 1.5 percent at point of delivery for f -inch (25-mm)
nominal maximum aggregate size. Provide at contracto/s option.
B.Foundation Walls: Normal-weight concrete.
Minimum Compressive Strengh: 4000 psi (27.6 MPa) at 28 days.
Maximum W/C Ratio: 0.45.
Slump Limit:a. 4 inches (100 mm), plus or minus 'l inch (25 mm)'
b. 8 inches (200 mm) for concrete with verified slump of 2 to 4 inches (50 to 100 mm)
before adding high-range water-reducing admixture or plasticizing admixture, plus
or minus 1 inch (25 mm).
Air Content 6 percent, plus or minus 1.5 percent at point of delivery for f -inch (2&mm)
nominal maximum aggregate size.
Slabs-on-Grade: Normal-weight concrete.
CAST‐lN‐PLACE CONCRETE
033000-7
D.
Camentitious Materials: Limlt percentrage,
portland cement in @ncrete as follovta:
1. Fly Ash: 25 percenL
by weight, of cementitious materlals other than
C. Limit water-soluble, chloride-ion content in hardened concrete to 0.15 percent by weight of
cement.
Admixtures: Use admixtures according to manufacture/s written instructions.
1. Use water-reducing high+ange waterueducing or plasticiZng admkture in concrete, as
required, for placement and workabillty.?. Use water-reducing and -retarding admixture when required by high temperatures, low
humidi$, or other adverse placement conditions.3. Use water-reducing admixture in pumped conerete, concrete for heavy-use indusEial
slabs and parking structure slabs, concrete required to be uatertight, and concrete with a
w/s ratio below 0.50.
CONCRETE MIXTURES FOR BUILDING ELEMENTS
Footings: Normal-weight concrele.
Oak Brook G●lf Club Pato Renova領 onノ ProieCt No.2013‐027
1. Minimum Compressive Strength:4000 psi(27.O MPa)at 28 days.
2 Maximum VVrc R甜 o:0.45.
3 Mhimum ceme雨 lous Mate∥als Content 470ib/cu.yd.{279 kgrcu.m)
4. Slump Llml:5 inches(125 mm),plus or minus l lnch(25 mm)
5. Ar COntent:6 percent,plus or minus l.5 percent at point of delヽ ery for l‐inch(25mm)
nominal maximum aggregate size
6 Synhetic Macro‐Fiber unぉrrn!y disperse:n ∞ncrete ttxure at manufactureFs
recommended rate,but notl●Bs han a rato of4.O ib/al yd(2 4 kgral.m).
2 12 FABRICAT!NG REINFORCEMENT
A. Fab∥cale steel"inforcement a∝ordlng to cRSrs'Manual●f Standard Practice."
2 13 CONCRETE MⅨ:NG
A. Ready‐Mixed Concrete: Measure, batch, mixi and de∥ver concrete aα Юrding to
ASTM C94/C94M and ASTM Cll16rCll16M,and fumish batch∥cketinfomaton
l When airtelnperature is bemen 35 and 90 deg F(30 and 32 deg c),reduce mixing and
ddiVery∥me from l‐lρ hoursto 75 mhuに ,when Jrtemperature t above 90 deg F 132
deg C),reduce miズ ng and ddivery∥meto 60 mhdes
PART 3‐EXECじ T:ON
3.l FORMWORKINSTALLAT10N
A 蹴器選稔l「臨:鵠 ,謡 器臨:bm・・は'a∝ordlng O A0 3∝ぃα301M)わ
:103dS,and constucton ioads that might be applied,
un」i structure can support such loads
B Constuct fomwott so∞ncrete members and smcmres are of size, shape, a∥gnmenti
elevaJoni and pos∥On ind:cated,哺 thin tolerance umits Of AC1 1 17〈AC:117M)
C Limt concrete surface iregulartiesi designated by AC1 347 as abttpt o「gradual,as follo、6:
l Class A,178 inch(3.2mm)for SmoOth‐fomed inished surfaces
2 Class C,1′2 inoh(13 mm)for rOugh‐forrned inished SurFaces.
D Constructfoms ight enough to preventioss Of∞ncrete mortar
E ConStruct f●rms for easy rem●val Ⅷthout hammenng or prying against∞ncrele surfaces
Prclvide crush or urecking p!ates where stlpping may damage cast‐concrete surfaces Proude
tOp forrns forindined surfaces sleeperthan 1 5 ho∥20ntalto l ve面 cal
l lnsta∥keyways,regletst recesses,and the∥ke,for easy rernoval
2 Do not use rust‐stained steelforrn fadng matehal
F Set edOe fonns, bulkheadS, and ;nterrnediate screed stttps fo「 slabs to achieve required
eievations and slopes in inished concrele surFaces Provide and secure units to support sc面
stnps:use stnke‐ofFtemplates or compacting、pe sCreeds
CAST‐:N‐PLACE CONCRETE
033000‐3 ‐
Oak Brook Golf Club Patio Renovation / Project No. 2018427
G. Provide temporary openings for cteanouts and inspection porls where interior area of formwork
is inaccessible. Close openings with panels Ughtlyfitted to forms and securely bracsd to prevent
loss of consrete mortar. Locate temporary openings in forms at inconspicuous locations.
H. Charnfer exterior comers and edges of permanently exposed concrete.
l. Form openings, c*rases, offseb, sinkages. keyrays, reglets, blocking, screeds, and bulkheads
required ln the Work, Determine sizes and loeaUons from fades providing such hems.
J. Clean forms and adjacent surlaces to receive concrele. Remove chips, wood, saudust, dirt, and
other debris just before placing concrete.
K. Retighten forms and bracing before placing concrete, as rcquired. to provent mortar leaks and
maintain proper alignment.
L. Coat contact surfaces of forms with form+elease agent, according to manr.rfacture/s written
instructions, before placing reinforcement.
3.2 EMsEDDED ITEM INSTALI.ATION
A. Place and secure anchorage devices and orther embedded items required for adjoining uork
that is attached to or suppofied by cast-in-ptaoe concrete. Use seting drawings, templates,
diagrams, instiuctions, and directons fumished with ftems to be embedded.
3.3 REMOVING AND REUSING FORMS
A. General: Formwork for sides of beams, ualls, columns, and similar parts of the Work that does
not support weight of concrete may be removed afler cumulatively curing at nol less than 50
deg f (iO deg G) for 24 hours afler placlng concrete. Goncrete has to be hard enough to not be
damaged Uy foim+emoval operations, and curing and protection operations need to be
maintrained.
1. Leave formwork for beam soffits, joists, slabs, and other structural elements that support
weight of concrete in place until concrete has achieved at leasi 70 percent of its 28'day
design comPressive shength'
Z. Remove forms only if shores have been ananged to permit removal of forms without
loosening or disturbing shores.
B. Clean and repair surfaces of forms to be reused in the Work. Split, frayed, delaminated, or
otherwise damaged form-facing material are not acceptable for exposed surfaces. Apply new
form-release agent.
C. When forms are reused, clean surfuces, remove fins and laitance. and tighten to close ioints.
Align and secure joinls to avoid offsets. Do not use patched forms for exposed concrete
surfaces unless approved by Architect.
3.4 STEEL REINFORCEMENT INSTALLATION
A. General: Comply with CRSI's "Manual of Standard Practice" for fabricating, placing, and
supportin g reinforcement,
CASTJN‐PLACE CONCRETE
033000-9
Oak Brook Gdf Cbb Pato Renovation′ProieCt No.2018‐027
1. Do not cut or puncture vapor retarder. Repair damage and reseal vapor retarder before
placing concrete.
Clean reinforcement of loose rust and mill scale, earh, ice, and other foreign materials that
reduce bond to concrete.
Accurately posltion, support, and secure reinforcement against displacement. Locate and
support reinforcement with bar supports to maintain minimum concrete cover. Do nol tack weld
crossing reinforcing bars.
l. Weld reinforcing bars according to AWS Dl.4/D 1,4M, where indicated.
Sel wire ties with ends directed into concrete, not toward exposed concrete surfaces.
lnstall udded-wire reinforcement in longesi practicable lengths on bar supports spaced to
minimize sagging. Lap edges and ends of ad.ioining sheets at least one mesh spacing. Offset
laps of adjoining sheet widths to prevent continuous laps in either direction. Lace overlaps with
wire.
EpoxyCoaled Reinforcement Repair cut and damaged epoxy coatings with epory repair
coating according to ASTM D3963/D3963M, Use epoxy-coated steel wire ties to fasten epoxy-
coated steel relnforcement.
JOINTS
General: Construct joints true lo line Wlh faces perpendicularto surface plane of @ncrete.
Construction Joints: lnstall so strength and appearance of conrete are nol impaired, al
locations indicated or as approved by Architect.
1. Place joints perpendicular to main reinforcement. Conlinue reinforcement across
construction joints unless othenrise indlcated. Do not continue reinforcement through
sides of strip placements of floors and slabs.
2. Form keyed joints as indicated. Embed kep at least 1-1/2 inches (38 mm) into concrete.
3. Locate joints for bearns, slabs, joists, and girders in the middle third of spans. Offset
joints in girders a minimum distance of twice the beam width from a beamgirder
intersection.4. Locate horizontaljoints in walls and columns at underside of floors, slabs, beams, and
girders and at the top of footings or floor slabs.
5. Space vertical joints in walls as indicated. Locate joints beside piers integral with walls,
near comers, and in concealed locations where possible.
6. Use a bonding agent at locations where fresh concrete is placed against hardened or
partially hardened concrete surfaces.
Contraction Joints in Slabs-on-Grade: Form weakened-plane contraclion joints, sectioning
concrete into areas as indicated. Construct contraction joints for a depth equal to at least one-
fourth of concrete thickness as follows:
1. Grooved Joints: Form contraction joints after initial floating by grooving and finishlng each
edge of joint to a radius of 1/8 inch (3.2 mm). Repeat grooving of contraction joints afler
applying surface finishes. Eliminate groover tool marks on concrete surfaces.
2. Sawed Joints: Form contraction joints with power saws equipped with shatterproof
abrasive or diamond-rimmed blades. Cut 1/8-inch- (3.2-mm-) wide joints into concrete
CAST‐:N‐PLACE CONCRETE
033000‐10
C.
F.
3.5
Oak Brook Gor Club Pa」。Renovation′ProleCt No.2018‐027
$/hon cutting aclion does nol tear, abrade, or othBrwise damage surface and before
concfete develops random conttaLton cfacks.
lsoletion Joints in Slabs-on-Grade: Afler removing formu/o*, install joint-filler Etrips at slab
iunctions with \€rtical surfac€s, such es column pedesials, foundation walls, grade beams, and
other locations, as indicated.
1. Exiend Joint-llller strips full width and depth of loint, teminating flush with finished
conciEte suface unless ohenvise indicated.2. Temlnsle full-width joint-tiller strips not less than 1/2 inch (13 mm) or more then t hch(25 mm) below finished concf,ete aurfa@ where jolnt sealanb, speclfied in
Sec'tion 079200 "Joint Sealanls,' are lndicsted.
3. hstall ,olr -filler strips in langths as long as practlcable, Where more than on6 tength ls
rcquired, lace or clip sections together.
Do$Eled Joints: lnstall dowel bars and supporl assemblies at joints where indicated. Lubricate
or asphalt coat one-half of dorrel length lo prevent concrele bonding to one side ofjoint.
CONCRETE PLACEMENT
Before placing concrete, \redfy that installalion of formuork, reinfoEement, and embedded items
is complete and thai required inspeclions are completed.
Do nol add water to concrete during delivery, at Project site, or during plac€msnt unless
approv€d by ArchiGct.
Before tesl sampling end plecing conorete, uater mey be added at Project site, subjec,t to
limilations of ACI 301 (ACl 301M).
1. Do not add water to concrete after adding high-range \rrater-reducing admixlures to
mixture.
Deposit concrete contlnuously in one layer or in horlzontal layers of such thickness thal no new
concrete is placed on concr€te that has hardened enough to cause seams or planes of
weakness. lf a section cannol be placed continuously, provide construction joints as lndicated.
Deposit concrete to avoid segregaiion.
1, Deposit concrete in horizontal layers of deplh not to exceed lormwork design pressures
and in a manner to avoid inclined construction ioints.2. Consolidate placed concrete with mechanical vibrsting equipment according to ACI 301
(ACr 301M).
3, Do not use vibrators to fansporl concrets inside forms. lnsert and wlthdraw vibretors
vertically at uniformly spaced locations to rapldly penetEie placed layer and at leasl 6
inches (150 mm) into preceding layer. Do noi insert vibratoas into lov er layers of concrete
that have begun to lose plasticity- At each insertion, limit duration of vibration lo time
necessary to consolidate concrete and complete embedmenl of reinforcement and other
embedded items without oausing mixture constituents to segregate.
Deposil and consolidate concrete for floors and slabs in a contlnuous operation, wilhin limits of
construction ioints, until placement of a panel or section is complete.
1. Consolidate concrete during placement operations, so concrete is thoroughly worked
around reiniorcemenl and other embedded items and into comers.2. Maintain reinforcement in position on chalrs during concrete placemenl.
CAST‐!N‐PLACE CONCRETE
033000-11DE36BCD,E
Oak Brook Goll Club Patio Renovation / Projec'tNo. 2018{27
Screed slab surfaces with a stralghtedge and shike off to corect elevations.
Slope surfaces uniformly to drains where requlretl.
Begin initial floating using bull floats or darbies to fom a unlform and open-textured
surface plane. before exc€ss bleedwater appears on the surface. Do not furfrer dlsturb
slab surfaces before startng linishlng operations.
3.10
A.
FINISHING FORMED SURFACES
Rough-Formed Finish: As+ast ooncrete lexturc lmparted by form-facing material rrvith tie holes
and defects repalred and patched. Ramove fins and other proiec{ions that exceed specified
limits on formed.surface inegularities.
1. Apply to concrete surfaces not exposed to public vlew.
Smooth-Formed Finish; As+ast concrete texture imparted by form-facing material, ananged in
an orderly and symmetrlcal manner with a minimum of seams. Repair snrl pelch tie holes and
defects. Remove fins and other projections that exceed specified limiF on formed-surfaoe
inegularities.
1. Apply to concrete surfaces exposed to public view or to be covered wilh a c-oating or
covering material applied direcily to concrete,
Related Unformed Surfaces: At tops of ualls, horizontal offseb, and slmilar unformed surfaces
adJaccnt to formed surfac€s, strike ffi smooth and fnish with a texture matching adjacent
formed surfaces. Continue final surface teatrnenl of formed surfaces uniformly across adjacent
unformed surfaces unless otherwlse indicated.
FINISHING FLOORS AND SLABS
General: Comply with ACl302.1R recommendations for screeding, reshaightening, and
finishing operations for concrete surfuces. Do not wet concrete surfaces.
Float Finish: Consolidate strrface wilh powerdriven floats or by hand floating if area is small or
inaccessibte to powerdriven floals. Restraighlen, cut down high spots, and fill low spots.
Repeat float passes and restraightening until surface is left with a unfform, smooth, granular
texture.
1- Apply floai finish to surfaces indicated to receive surface coating.
MISCELLANEOUS CONCRETE ITEM INSTALLATION
Filling ln: Fill in holes and openings left in concrete structures after work of other trades is in
place unless otherwise indicated. Mix, place, and cure concrete, as specified, to blend with in-
plaee construction. Provide other miscellaneous concrete filling indicated or required to
complete the Work.
CONCRETE PROTECTING AND CURING
General: Protect freshly placed concrete from premature drying and excessive cold or hot
temperatures. Comply with ACI 306.1 for cold-weather protection and ACI 305.1 (ACl 305.1M)
for hot-weather protection during curing.
CAST‐lN‐PLACE CONCRETE
033000・ 12 ■
3.7
C,
3.8
B.
3_9
B.
Oak Brook Gdf Club Palo Renovalonノ Prold No.2018‐027
3.11
A.
Formed Surfaces: Cure fomed csncrate surfaces, including underside of beams, supported
slabs, and other similar surfaces. lf forms remain during cufing period, moist cure afier
loosening forms. lf removing forms before end of curing period, continue curing for remainder of
curing period.
Unformed Surfaces; Begin curing immediately after finishing concrete, Cure unformed surfaces,
including floors and tlabs, concrete floor toppings, and other surfaoes.
Cure oonuete according to ACI 308,1, by one or a combination of the following methods:
1, Moisture Curing: Keep surfaces continuously moist for not less than sevan days with the
following rnaterials:
a. Waler.
b. Continuous water-fog spray.c. Absorptive @ver, water saturated, and kept continuously wet. Gover concrete
surfaces and edges wtth 12-inch (300-mm) lap over adjacent absorptive @vers.
2. Moisture-Retaining-Cover Cudng: Cover concrete surfaces with moisture-retaining cover
for curing concrete, placed in widest prac'ticable width, with sides and ends lapped at
least 12 inches (300 mm), and sealed by waterproof tape or adhesive. Cure for not less
than seven dap. lmmediately repair any holes or tears during curing period, uslng cover
material and waterproof tape.
a. Moisture cure or use moisfure+etaining covers lo cure concrete surfaces to
receive fl ool coverings.b. Moisture cure or use moisfure-retaining covers to cure conctete surfaces to
rec.eive penetrating liquid floor treatments.
c. Cure concrete surfaces to receive ffoor coverlngs with either a rnoisture-retaining
cover or a curing compound that the manufacturer certifies does not interfere with
bonding of floor covering used on Project.
3. Curing Compound: Apply uniformly in continuous operation by power spray or roller
according to rnanufaclurer's written instructions. Recoat areas subjected to heary rainfall
within three hours after initial application, Maintain continuity of coating and repair
damage during curing period.
a. Removal: After curing period has elapsed, remove curing compound without
damaging concrete surfaces by method recommended by curing compound
manufacturer unless manufacturer certifies curing compound does not interfere
with bonding of floor covering used on Project.
JOINT FILLING
prepare, clean, and install joint liller according to manufacture/s written instructions.
1, Defer joint filling until concrete has aged at least one month(s). Do not fill joints until
construction traffic has permanently ceased.
Remove dirt, debris, saw cuttings, curing compounds, and sealers from joints; leave contacl
faces of joints clean and dry.
tnstall semirigid joint filler full depth in saw-cul joints and at least 2 inches (50 mm) deep in
formed joints. Overfill joint and trim joint filler flush with top of joint after hardening.
CASTJN…PLACE CONCRETE
033000‐13
C.
D.
B.
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Oak Brook Gor Club Pa鶴 。Reno"薔 on′Pr●ect N。2018‐027
CONCRETE SURFACE REPAIRS
Defective Concrete: Repair and patch defectlve areas when approvod by Architect. Remove
and replace conorste that cannot be rcpeirsd €nd palched lo Architecfs appro\€|.
Patching Morter: Mix dry-pack patcfiing mortar, oonsisting ol I part porfland cement to 2-12
parts fine aggregete psssing a No. 16 (l.l&mm) sieve, using only enough u/at6r for handling
and placing.
Repairing Fom6d Surfso€s: Surface defacts include color and tsxture inegulariti€, cracks,
spalls, air bubbles, honeycombs, ,ock pockets, tins and olher proiBctions on lhe surface, and
slains and other discolorations that sannol be removed by closning.
'1. lmmediat6ly after form remo\El, cul oul hone)rcombs, roc* pockets, and volds more than
12 iflch (13 mm) ln any dimension to solid concr€te. Llmlt cut depth to 3/4 inch (19 mm).
Make edges of cuts perpendicular to concrete surface. Clean, dampen with u/urter, and
brush-coat hohs and voids wlth bonding agent. Fill and compact Wth patching mortar
before bonding agent has dried. Fill fom-tie voids with patcfiing mortar or mn6 plugs
secured ln place with bonding ag€nt.2. Repair defecb on surfacas exposed to view by blending wtriie portland cement and
standerd podland cement so thal, when dry, palching mortar match€s sunounding color.
Palch a test area at inconspicuous locations to \retiry mlxture and color match before
proceeding with patching. Compsct mortar in place and strike off slightly higher han
sunounding surrace.3. Repair defects on conoealed formed surfaces that affect concreie's durability and
saudural performance as deiermined by Arfiltect.
Repairing Unformed Surfaces: Tesl unfomed surfac€s, such as floors and 6labs, tor ,inish and
veriFy surface toleranc€s sp6cified for each surface. CoFect low and high areas. Test sutlaces
slopod to draln for trueness of slope and smoothness; use a sloped templete.
'1. Repair linished surfaces c$ntainlng defects. Surface defects include spalls, popouts,
honeycombs, rock pockets. crazing and cracks in excess of 0.01 inch (0,25 mm) wide or
that penBtrate to reinfor@ment or @mpletely ihrough unreinforced sections regardless of
width, and other objectionable conditions.2. After concrete has cured at least 14 deys, conect high areas by grinding.
3. Conec{ localized low areas during or immediately affer completing surface linishing
operations by cuttlng out low areas and replacing wih palching mortar. Finish repaired
areas lo blend into adiaceni concrele.DConect other low areas scheduled to receive floor coverings with a r€psir underlayment.
Prepare, mix, and apply repair underlayment and primer according to manufacturer's
wdften inslructions to produce a smooth, uniform, plane, and level surface. Feather
edges to match adjacentfloor elevations.
Conect other low areas schedulsd to rcmain exposed with a reFir topPing. Cut oul low
areas to ensure a minimum repair topping depth of 1/4 inch (6 mm) to match adjacent
lloor elevations. Prepare, mix, and apply repair topping and primer according to
manufacture/s written insiructions to produce a smooth, uniform, plane, and level
surface.
Repair defective areas, excepl random cracks and single holes 1 inch (25 mmlor less in
diameter, by cutting out and replacing with fresh concreie. Remove defectivo areas with
clean, square cuts and expose sleel reinforcement with at l6ast a 3/4-inch (19-mm)
clearance all around. Dampen concrete surfaces in contact with patching concrete and
apply bonding agent. Mix patching concrete of same materials and mixture as original
concrete, except without coarse aggregate. Place, compact, and finish to blend with
adjacent finished concrete. Cure in same manner as adjacent concrete.
CAST―lN‐PLACE CONCRETE
033000‐146
Oak Br●●k Gor Club PaJo Renovauon′PrOiect No.2018-027
3,13
A.
B.
C。
7. Repair random cracks ard single holes 1 inch (25 mm) or less in diameter with patching
mortar. Groove top of crracks and cut out holes to sound concrete and clean ofi dust, dirt,
and loose particles. Dampen cleaned concrete surfaces and apply bonding agent. Place
patching mortar before bonding agent has dried. Compact patching mortar and finish lo
match adjacent concrete. Keep pabhed area continuously moisl for al leasl 72 hours.
Ferform structural repairs of concrele, subject lo Architectb approval, uslng epoxy adhesive and
patching mortar.
Repair materials and installation not specified above may be used, subject to Architects
approval.
FIELD QUALITY CONTROL
Special lnspeciions: Owner will engage a special inspector and qualilied testing and inspec{ing
agency to perform field tesis and lnspections and prepare test reports.
Testing Agency: Engage a qualified testing and inspec'ting agency to perform tests and
inspections and to submit reporls.
lnspections:
1, Steel reinforcement placement.
2. Verification of use of required design mixture.
3, Concrete placement, includlng conveying and deposlting.
4. Curing procedures and malntenance of curlng temPerature.
Concrele Tests: Testing of composite samples of fresh concrete obtained according to
ASTM C1721C172M shall be performed according to the following requirementsl
1. Tesfing Frequency: Obtain one composite sample for each dayl pour of each conoete
mixtute exceeding 5 cu. yd. (4 cu. m), but less than 25 cu. yd. (19 cu. m), plus one set for
each additional 50 cu. yd. (38 cu. m) or fraction thereof.
2. Slump: ASTM C143/C143M; one test at poinl of placemenl for each composite sample,
but not less than one test for each day's pour of each concrete mixture. Perform
additionaltests when concrete consistency aPpears to change.
3. Air Content ASTM C231lC231M, pressure method, for normal-weight concrete;one test
for each composite sample, but not less than one test for each day's pour of each
concrete mixture.4. Concrele Temperature: ASTM C10M/C1064M; one test hourly when air temperature is
40 deg F (4.4 deg C) and below or 80 deg F (27 deg C) and above, and one lest for each
composite sample.5. Unit Weight: ASTM C567/C567M, hesh unit weight of structural lightueight concrete; one
test for each composite sample, but not less than one test for each day's pour of each
concrete mixture.6. Compression Test Specimens; ASTM C31/C31M.
a. Casl and field cure two sets of two standard cylinder specimens for each
composile sample.
7. Compressive-Shength Tests: ASTM C39/C39M; test one set of two laboratory-cured
specimens at 7 days and one set of two specimens at 28 days.
CAST‐lN‐PLACE CONCRETE
033000-15
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Oak Brook Gdr Club PaJo Renova償 on′Proiect No.2018,027
a. Tesl one set of two field-cured speclrhens at 7 dap and one set of tvro specimens
at 28 days.b. A compressive-strength test shall be the average compressive strength from a sel
of two specimens obtained from same composite sample and tested al age
indicated.
When sbength of ffeld-cured cylinders is less than 85 percenl of companion laboratory.
cured cydinders, Contractor shall evaluate operations and provide conective procedures
for protecting and c,uring in-place concrete.9. Shength of each concrete mixture will be satisfactory if errery arrerage of any three
consecutive compressive-strengh lests equals or exceeds specified compressive
strengh and no compressive-stength test raalue lalls below speclfied compresslve
strength by more than 500 psi (3.4 MPa).
Tesl results shall be reported in witing to Architect concrete manufacturer, and
Contractor within 48 hours of lesting. Reports of compressive-strength tests shall contain
Proiect identification name and number, date of concrete placement, name of concrete
testng and inspecting egency, locatlon of concrete batch ln Work, design oompresslve
sbangth at 28 days, concrete mixture pnoportions and matedals, @mpresslve breaking
strengh, and type of break for both 7- and 28-day tests.
Nondesbr.rdive Testing: lmpact hammer, sonoscope, ot o0rer nondestructive device may
be permltted by Architect but will not be used as sole basis for apprcval or rejection of
concrele.
Additional Teste: Testing and inspecling egency shall make additional tests of concrete
uhen lest resulE indicate that slump, air enfalnment, comprassirc sbenghs, or other
requirements have not been met, as directed by Atchite-ct. Testing snd inspecting agency
may conducl tests to determine adequacy of concrete by cored cylinders complgng wlth
ASru C42lgl2M or by other methods as directed by Architecl.
Additional testing and inspeoting, at Conbactor's expense. will be performed to determine
compliance of replaced or addltlonal rryork with specifed requirements,
Conect deficiencies in the Work that test reports and inspections indicate do not comply
wlth the Contract Documents.
END OF SECT10N
CAST‐IN‐PLACE CONCRETE
033000‐16
12.
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Oak Brook Golf Club Patio RenovaBon / Pmrect No. 2018{27
SECT:0■035350
CEMENrr10us sTAMPABLE OVERLAY
PART l‐ GENERAL
ll suMMARY
A Section:nciudes:
l Cementttous stampable ove∥ays for concrete paveme籠
B ReLted Sectionsi
l DMsion 3 Sectbn'Castln‐Piace Concrete'for concrete wth cenlentnlous stampable
ovedays.
12 SUBM:TTALS
A Sulmta●●Ording to Condimons Of he contract and DivisiOn l Specncaton secOons
B Produd DaL:Fo「each productindlcated.
c Samples forln"ial Seiedon:Manufadu腱 お cO10r`力 arts`
D Samplo Paneis:2 by 2f●●tto demonsnte inish,∞:or,and texture or cemenⅢ。●s stampable
ovellay
E Qualnca∥。n Datal For:nsta∥er and nlanuracturer sP■led in Oua∥ty Assurance Artide,
inoluding names and addresses of∞mp!eted prOieCtS,architects,3nd OWners
l.3 QUALiTY ASSURANCE
A lnsla∥er Ouallicalons:Trained o「approved by Manuracttlrer of cemen∥,ous stampable overay
systems
B. Manufacturers oualflcatlons:Three years expenen∞manufactunng prOducts required
C SourCe umitalOns:Obtain products from same sou∝e thrOughout prolect.
D Field Samples:Locate at stt and obtain approval before start of inal work FI●ld samples sha∥
be minlrnum 4 by 4 feet
l. Demonstrate renge of lnishes and workmanship,including sealng procedures
2. Approved feld samples set qua1ly standards for∞mpa●son輛 m remaining work.
3 Remove ne:d samples when directed.
E Preinsta∥aton Conference:Conducl∞nference at s te to∞mply with requirements of DiVision
l Section・ Pr●ect MeetingsI
14 DEL:VERY,STORAGE AND HANDLiNG
A De∥ver rnatelals in o●9inal packaging、●th l●bels intact
B.Store in clean,dry and protected bcalon,according to manufacturers requirements.
1.5 PROJECT CONDIT:ONS
A. Environmental Requirements:C,mply luth cemen1louS Stampable overtay manufacturers
instnJclions.
1.Oo not appけ ove∥ay cemetttbu,top口 ng r dr tempemture and∞ncrete subshte
temperature are not bemeen 45 t●35 deg FbefOre and dulng mstal●lon.
2. in hot weauler,in鋤 o∥cemen薔 10us sta前 pab:e ove∥ay in eatt morning or when surraces
are shaded.
3. Keep bagged prOducts out of sunlight・ use●ool watett do not useり 旧terfmm hot wateJng
hoses,
4. Protect cemen∥10us stampable oveday from rain for 24 hours.
5. h windy weather,protect adiaCent∞nstruclion from overspray du∥ng applica∥On of
sealers.
PART 2, PRODUCTS
2.l CEMENTiT10uS STAMPABLE OVERLAY MATERIALS
A. CemenJ薔 ouS Stampabie ovedar POlymer.modiied cemenllous oveday designed for texturng
stab:e,non‐movlng cOn.lete pavements
l. Product:Butemeld col●咸)T1000TM Stampable Ove∥ay orapproved equal.
B, Primer Btte面 old ColorOT1000調 Primer or approved equal・
C.WaterI Potabie.
2.2 1NTEGRALLY‐COLORED OVERLAY MATER:ALS
A器 釧n∫ll耽 濡l『鴇 爺瑞籠肌
“
鰭蹴階温 酬 織t∴:認 暗鵠∬
agent.
1. PrOduct Butterfield CO:orO T10007M cO10r Pack,
2. Colors:As selecled by Architect
2_3 :MPR:NT:NG T00LS
A. Stamp MatsI Semト ロgid polyurethane mats with proiected texture and百 dged underside capable
ofimplnlng texture andioint patems to plaslc cemen∥lous stampable oveday.lnclude teXture
skins matchi口 g stalnp mat texlures for texturlng areas that cannot be reached with stamping
mats.
1. Manufacturer:Butterrleld col。「or approved equal
2. Pattenl:As selected by Architect
B.Accessory Stamp Toois:Aluminum deta∥ing tools capable of imp∥ntng,ointS and dressing
stamped iOintS Of plastic cemenllous stampable oveday.
1. Producti Butterrleld col。バD Stamp Too15 0r approved equal.
CEMENTIT:OUS STAMPABLE OVERLAY
035350‐1
2.4 RELEASE ACENTS
A. Llquid Release Agent Clear,evaporaung fOmulatton thatfacilitates HJease of stamp mats and
texture skins from cementililus stampable oveJay.
1. Product Butterneid Col。バD PemaJCastO Clear Llqり ld Releas● or app"ved eq口 !valent
productfrom apprord stamp manuradurer`
B日 9露 麗'¶篤¶鵬惜a為 lmt陽 “け“Ck"ea nOnttdng indttЮ und〕
s release of stamps and texture skins from
cementitlous stampablo overlay and lmparts a seoondary●ccent oo:oL
l.Product:Bumttdd cOlonO Pema・ Ca,O Antqung Rdease o「approved equVabnt
productfrOm approved stamp manuractuttr.
2. C。lors:As selected by Architect
SEALiNG MAttER:ALS
Ai Clё art Solvent‐Bome,Membrane‐Forrning sea∥ng Compound:ASTM C 309,non‐ye∥o口 ng,
VOC‐●●mpliant,high■:oss,clear ilquid,
1. Product:Butte面 oid COloκ )Clea「Guard鶴 Cure&Seal or approved equal.
B,同 atten Paste:ManuFaCturers standard product designed tO recuce sea:Or gioss lnish tO matte
lnish.
l, Product:8utterneld C。|。バD FIltten Paste.
C, Slip・ Resistive Addilive:Finely Oraded aggreglじ or polyner additve designed to add to sealer
rOr slipfesistant surFace,
2.6 MiXING
A. Mixing cemenllous Stampable ovenay Mix mate∥a:s in accurate pmp。両Ons and aooording to
manuracturerS instnJclions`
1. Bulk M挟 ing:For rnachine mixing of cementilous stampable overlay,use a paddle mortar
mixer.
B= Add Buttette:d CdorO T10007M c。|。『Pack to water and then mix爾 th cementnious stampable
ove∥ay according to manufactureFs insttuclions.
PART 3‐ EXECUT10N
EXAMINAT10N
A_Examine substrate for comphance with requirements.
B. Do not proceed with cementitious stampable overlay insta:lalion unti:unacceptab:e conditions
are corected.
SUBSTRATE PREPARAT10N
A.Map Outlocalons ofexisung oOntrOliointS beFore insta∥a∥on ofcemen∥∥ous stampable ove∥ay.
CEMENTI丁 :OUS STAMPABLE OVERLAY
035350‐13.1
2.5
B. Thoroughly clean subslrate using hlgh-pressure water or trisodium phosphate (TSP) and water
with a scrub brush, then dnse thoroughly. Remove potentalbond breakers, such as grease, oil,
silicone, pain! sealanl, curing and s6aling compounds, drynvelltaping compound, etc.
C. For painted, sealed, or overly slick hard.troweled concrete substrates, mechanically abr:ade
surfaces by sanding, scarifying, or shot blasUng to ellow fol proper bonding.
D. Remove weak, delamlnated, or unsound concr€te substrrates.
E, Patciing; Fill chips, pits, an! gacks prior to application of cementitious stampable overlay with
a slurry of Butterfbld ColortD T1000il $lampable Overlay and waler in lifts up to 12 inch. Fill
depths not exceading ona inch with a elurry of Butterfield Cototlo T1000rn Fine Overlay, u,at6r,
and clean, dry pea gravel or smail aggregate,
F. Allow surfaces to dry thoroughly ptior to application of primer.
3.3 PRIMING SUBSTRATES
A. Apply an even coat of concrele primer fmm two dlrectlons, free of holidays, lo prepared
substrates using a paint roller or sprayer. Protect adjacent surfaces from oversprayor splash.
B. Allow concrete primer to dry tack free prior to application of cementitious stampable oveday. lf
prlmed substrates become wet, reapply pdmer.
C. Prevent conlamination of primed surfaes by dirt or oher deleterious materisls or conditions,
D. Apply cementitious stampable overlay within 24 hours of concrete pdmer application.
3.4 TROWEL-APPLIED CEMENTITIOUS STAivIPABLE OVERLAYAPPLICATION
A. Trowel Application: Disttibute ementitious sEmpable oveday by trotrel or gauge rake to a
uniform thickness of 1/4 to 1/2 inch[, as required to match depth of stamp mat grout lines].
Troyval to a smooth suface. For large afeas, use a fresno. Do not oyer trcwel.
B. Maintain a wet edge when installing cementitlous stampable overlay to avoid cold joints.
C. Do not ovenvod< material with bowd or fresno. Do not add uater to surface once application
has begun. Do not retemper cementitious stampable overlay.
D, Clean tools frequently to avoid build up of overlay materials.
E. When installation requires multiple pours over a common concrete subslrale area, protect
adjacent prepared concrete substrates from release agents.
3.5 BROOM FINISH
A. Apply fine broom finish to oementltious stampable overlay immediately following initial troweling
of material. Clean broom by hand after each pass.
3.6 STAMPING
A. Stamp overlay surfaces aocording to manufacture/s lnstructions. Plan stamp layout prior lo
application of stamps.
. CEMENTITIOUS STAMPABLE OVERLAY
035350-1
B. Liquid Release Agent Application: Apply a liberal coat of liquid release apnt to cementitious
stampable overlay wtren set sufficiently to echieve a clean impression.
C. StamPing:
l. Stamp perimeler of pour using textune skins.
2. Accunately align stamp mats in sequence and bmp into cementitious stampable orerlay io
produce lmprinl pattem, texfure, and deptfr of imprinl, according to manufacfureds
instruclions. Remow stamps from cementitious starhpable oveday immediately.
3. Stamp edgesand surfaces unable to be imprinied uith stamp mal witr texture skins.
4, Use stamp tools to imprint grout lines at edges and surfaces unable to be imprinted with
stamp mab.
3,7 JOINTS
A. Reout existing control joints before cracking occurs, generally within 12 to 24 hours after
placement at 70 deg F.
3.8 ANTIOUING
A. Allsw cementitious stampable overlay to set for minimum of 24 hours prior to application of
antiquing release agent.
B. Apply Srln coat of sealer over cementilious stampabh oveday using a pump sprayer. Allow to
dry prior lo applicatlon of antiquing release agent.
G. Mix antiouing release pouder with Butterfield Colot@ Clear Perma-Cast@ Liquid Release
amording to manufacture/s instuctions and shake well in a melal pump spray€r, Mainbln
constant pressure in sprayer and apply libenally over cementitious stampable overlay to ueale
antiquing look. Apply evenly, avoiding puddles in textured areas and grout lines. Continuously
shake sprayer to avoid settling.
D. Do not walk on sprayed areas nor apply final coat ol sealer until antiquing release agent is
thoroughlY dry.
3.9 STAINING
A. Apply stain as specified in [Division 3 Section'Chemically Stained Concrete.'l [Division 9
Section "Concrele Floor Stain."l
3.10 SEALING
A. Sealer Application: Apply uniformly in continuous operation by spra;aer or short nap roller
according to manufacture/s instructions. After lnitial application is dry and tack free, apply a
second coat
l. Do not over apply or apply in a single hearry coal.
Sealer Application: Apply final coal of sealer uniformly in continuous operation by sprayer
according to manufacture/s instructions.
2. Thoroughly mix flatten paste in sealer acsording to manufacture/s instructions. Stir
occasionally to maintain uniform distribution of paste.
3. Thoroughly mix slip-resistant additive in sealer according to manufacturer's instructions. Stir
occasionally to maintain uniform distribution of additive.
CEMENTITIOUS STAMPABLE OVERLAY
035350-1
4. Veriff adequacy of slip resistance before opening up surfaes to faffic.
3,11 REPAIRS AND PROTECTION
A, Repair damaged cementitlous strampable overlay according to manufacture/s instruc{ions.
B. Clean spillage and soiling from adjacenl conshuction according to manufacture/s instructions,
C. Prolect cementilious stampable overlay from damage or deterioration until date of Substantial
Completion,
END OF SECT10N
CEMENTIT10US STAMPABLE OVERLAY
035350‐1
Oak Brook Golf Ciub Palio Renovaron/PrOiect No,2018o027
SECl10N 042000
UN「MASONRY
PART l‐GENERAL
l.l RELATED DOCUMENTS
A. Drattng,end genemi proⅥsions of he COntract,including ceneral and supplementary Cond掟 ions and
Division 01 SpOcnca10n sections,apply tottis se面 oり.1,2 SuMMARY
A. Sectlon inciudes:
1. Concrete masonry unns.
2. Mortar and grout.
31 Steel reinfO"ing bars.
4. Masonryldnt reinforcement.
5, Ties and anchors.
6. MisCe∥aneous masonry accessories.
B. Re:ated Sedions:
1. DMsion 03 Section"Cast―inIPlace Concrete"
2. Di斬 s;on 04 Section“Anchored Stone Veneer S"tem"for stone veneer to be insta∥ed over CMu
walls.
1.3 DEFiNITiONS
A, CMU(3):COnCrete masonry unils).
3. Reinforced Masonry:Masonry●ontaining reinforcing steelin grouted ce::s.
1.4 PERFORMANCE REQUIREMENTS
A. Provide unit masonry that develops indicated net‐area compressive strengths a1 28 days.
1. Determine net‐area compressive strength Of masonry by testing masonry plsmS according to
ASTM C 1314.
1.5 SUBMITTALS
A. P『Oduct Data: For each type of productindicated.
B. Shop Drawings: Forthe fbl:owing:
1, Reinforcing Steel: Deta∥bending and Placement of unit masonry reinforcing bars. Comply with
AC1 3151・ Deta∥s and petal∥ng of Concrete Reinforcement."Show e:evaJons of reinforced wails.
2. Stone Trim Unls:Show sizes,prolles,and locaJons of each stone trim unit required.
C. Samp:es fO「Ve∥icationi For each type and color ofthe fo∥owing:
1. VVeep holes and vents.
2. A∝essones embedded in masonry.
D. List of Matenals used in constructing Mockups: List genenc product names together 覇 th
manuracturers,manufacturers'product names,model numbers,:ot numberst batch numbers=source of
supply,and otherinfomla∥on as required to idenlfy mate∥ais used,include mix proportions for mortar
and grout and source of ag9regates.
1, Submittal is for inforrnation onlyo Neither receipt of list no「 approval of mockup conslitutos
approval of deviations from the Contract Documents uniess such devialions are speCincally
broughtto the attention of Arch;tect and approved in w囃 tlng.
E. Material Certi「catesI For each type and size ofthe fo∥owingi
UN〕T MASONRY
042000‐1
03k BrOOk Oor Club P310 Renova∥on′Proiect No.2013027
1. Masonry units.
a. lnclude data on mate∥al prOpertles.
b. FOr b∥ck,include size‐varattOn data verifying hat actual ttnge oF slzes hils tthin
specned tOlerances.
c. For expesed bHcklinclude test reportfor efnorlescence according to ASTM C 67.
2. Cemen薔 せous matedals,lnclude brand,w"・ and name of manufacturer`
段 :褥 ・dⅨ轟鼠理闘島。「:路 ;」柵 %鋼 :∵鶴闇酬どns Jぃ 9red"n撻,5, Reinforcing bars.
6t Joint reinforcement.
ア. Anchors,les,and meta:accessories,
F. ColdIWeaher and Hot=VVeather P●cedures:Deta∥ed desclption Ofmethods,matena:s,and equlpment
to be lsed tO comply with requirements,
1.6 QUALITY ASSuRANCE
A, Source Limita」。ns fo「MasOnry Units: Obtain exposed masonry units of a unlform texture and co:。L or
a unlfomn blend哺 thin the ranOeS accepted for these characte」slics,from single souroe from single
manlfacturerfor each product required.
B. Source Lim畿 ョlons for Mottar Matettals: Obtain mo餞 ar ingredients of a unibm quaiity,i,c:uding color
for exposed masonry,from dnde manuFacturer for eaCh cemenlilious component and from dnge
source or producerfor eaCh agg●9ate.
C. Masonry Standard:ComJy wih AC1530.lJASCE 6層 MS 602 unbss modtted by reqdrements h the
Contract Documents.
D. Mqホ upS: Bui:d moCkups to vedfy selections made under sample submttds and to demonstrate
aesthelc ettcts and set quality standaだ s for mate∥als and execulo■.1. Build mockups for typical exterior wall in sizes approximately 48 inches long by 42 inches high by
full ttrickness, including face and backup wythes, accessories, and coping.
a. lnclude a sealanhfilled joint at least 16 inches long in exterior wall mockup.b. lnclude veneer anchors, and scupper openings in exterior masonry-veneer wall mockup.
2. Clean exposed faces of mockups with masonry cleaner as indicated.3. Protect accepted mockups from the elements with weather-resistant membnane.4. Approval of mockups is for color, texture. and blending of masonry units; relationship of morlar
and sealant colors to masonry unit colors; tooling of joints; and aesthetic qualities of
workmanship.
a. Approval of mockups does not constitute approval of deviations from the Conlract
Documents contained in mockups unless such deviations are specffically approved by
Architect in writing.
Preinstallation Conference: Conduct conference at Project site to comply with requirements in
Division 01 Seclion'Project Management and Coordination,n
DELIVERY, STORAGE, AND HANDLING
Slore masonry units on elevated platforms in a dry location, lf units are not stored in an enclosed
location, cover tops and sides of stacks with walerproof sheeling, securely tied. lf units become wet, do
not install until they are dry.
Deliver preblended, dry mortar mlx in moisture-resistant containers designed for use with dispensing
silos. Store preblended, dry mortar mix in delivery containers on elevated platforms, under cover, and in
a dry location or in covered weatherproof dispensing sllos.
Store masonry accessories, including metal items, to prevent conosion and accumulation of dirt and oil.
_ UNIT MASONRY
042000-2
1.7
C.
Oak Brook Golf Club Patio Renovation / Project No. 2018-027
1A PROJECT CONDITIONS
A. Protection of Masonry: Dudng construction, cover tops of ualls, projec{ions, and sills with waterproof
sheetlng at end of each da/s uork. Cover partially completed masonry when cronstrucffon is not in
progrest,
1. Extend cover a minimum of 24 inches down both sldes of walls and hold cover Becurely in place.
2. Where one wythe of multiutythe masonry walls is compleled in adlence of other wythes, securo
Gover a minimum of 24 inches down face next to unconstructed wythe and hold cover in place.
B. Do not epply uniform floor or roof loads for at least 12 hours and concentrated loads for at least three
days afler building masonry walls or columns.
C. Stain Preventlon; Preveni grout, mortar, and soil from staining the face of masonry to be lafr exposed or
painted. lmmedhtely remove grout, mortar, and soil hat come ln contact with ruch masonry.
't. Protect base of walls from rain-splashed mud and from mortar splatter by spreadlng coverings on
ground and over wall surface.2. Fmtect sills, ledges, and projectlons from morlar droprpings.3. Protect surfaces of window and door fames, as well as similar produc,ts rvrth painted and integral
finishes, from mortar droppings.4. Tum scaffold boards near the wall on edge at the end of each day to prevenl rain from splashlng
mortar and dirt onto completed masonry.
D. Cold-Weather Requirements: Do not use frozen materials or materials mixed or coated with ice or frosi.
Do nol build on frozen substrates. Remove and replace unit masonry darnaged by frost or by fieezingconditions. Comply with cold-weather construction requirements contalned in
Acr 530.1/ASCE 6/TMS 602.
1. Gold-Weather Oeaning: Use liquid cleanlng mehods only when air temperature is 40 deg F and
higher and will remain so until masonry has dried, but not less than seven days afler completing
cleaning.
E. Hol-Weather Requirements: Comply with hot-weather construction requirements contained in
ACt 530.1/ASCE 6/TMS 602.
PART 2 . PRODUCTS
2.1 MASONRY UNITS, GENERAL
A. Defective Units; Referenced masonry unit standards may allow a certain percentage of unib to contain
chips, cracks, or other defects exceeding limits stated in the standard. Do not use units where such
defects will be exposed in the completed Work,
B. Fire-Resistance Ratings: Where indicated, provide units that comply with requirements for fire-
resistance ratings indicated as determined by testing according to ASTM E 119, by equivalent masonry
thickness, or by other means. as acceptable to authorities having jurisdiction.
2.2 CONCRETE MASONRY UNITS
A. Shapes: Provide shapes indicated and as follows, with exposed surfaces matching exposed faces of
adjacent units unless otherwise indicated.
1. Provide special shapes for linlels, comers, Jambs, sashes, movement joints, headers, bonding,
and other special conditions.2. Provide bullnose units for exposed outside comers unless othenru{se indicated.
GMUs: ASTM C 90.
1. Unit Compressive Strength: Provide units with minimum average net-area compressive strength
of 2800 psi.
2- Density Classification: Normal weight unless otherwise indicated.
3. Size (Width): Manufactured to dimensions 3/8 inch less than nominal dimensions.
UNIT MASONRY
042000‐3
Oak Brook Golf Club Palio Renovation / Project No. 201&027
2.3 MORTAR AND GROUT MATERIALS
A. Por{and Cement ASTM C 150, Tpe I or ll, except Type tll may be used for cold-r,vealher construction.
Protvide natural color or white cement as required to produce mortir color indicated.
B. Hydrated Lime: ASTM C207,Type S,
C. Portland Cement-Lime Mix: Packaged blend of portland cement and hydrated lime containing no other
ingredients.
D. Mortar Cement: ASTM C 1329.
1. Products: SubJect to compliance uith requirements, available products that may be incorporated
lnlo the Work include, but are not limfted t0, the following:
a. Lafarge Noith America lnc.; Lafarge Mortar Gement or Magnolia Superbond Mortar
Centent.
E. Aggregate for Mortan ASTM C 144.
1. For mortar hat is exposed to view. use washed aggregate consisting of natural sand or crushed
stone.2. For joints less than 1/4 inch thick, use aggregate graded with 100 percent passing the No.16
sieve.3. White-Mortar Aggregates: Naturalwtrite sand or crushed white stone,4. Colored-Mortar Aggregates: Nafural sand or crushed stone of color necessary to produce
required mortar color-
F, Aggrcgate forGroui: ASTM C 404.
G. lPoxY Pointing Mortar: ASTM C 395, epoxy-resintased materialformulaled for use as poinling mortar
for structural-day tile faclng units (and approved for such use by manufac.lurer of units);ln color
indicated or, if not othemise indicated, as selec-ted by Architect from manufacture/s culors.
H. Cold-Wea$er Admixture: Nonchloride, nonconosive, accelerating admixture complying with
ASTMC494|C494M, TypeC, and recommended by manufacturer for use in masonry mortar of
composition indicated.
1. Products: Subject to compliance with requirements, provide one of the following:
a, Euclid Chemical Company (The); Accelguard 80.b. Grace Construction Products, W. R. Grace & Co. - Conn.l Morset.c. SonnebomProducts, BASFAktiengesellschaftTrimix-NCA.
l. Water: Potable.
2.4 REINFORCEMENT
A. Uncoated Steel Reinforcing Bars: ASTM A 615/A 615M or ASTM A 996/A 996M, Grade 60
(Grade 420).
B, Masonry Joint Reinforcement, General: ASTM A 951/A 95'lM.
1. lnteriorWalls: Hotdip galvanized, carbon steel.2. Exterior Walls: Hotdip galvanized, carbon steel,3. Wire Size for Side Rods: 0.187Jnch diameter.4. Wire Size for Cross Rods: 0.187-inch diameter.5. Wire Size for Veneer Ties: 0.187-inch diameter.6- Spacing of Cross Rods, Tabs, and Cross Ties: Not more than 16 inches o.c.7. Provide in lengths of not less than 10 feel, with prefabricated comer and tee units.
C. Masonry Joint Reinforcement for Single-Wythe Masonry: Either ladder or lruss type with single pair of
side rods.
D. Masonry Joint Reinforcement {or Multiwythe Masonry:
1. Ladder type with 1 side rod at each face shell of hollow masonry units more than 4 inches wide,
plus 1 side rod at each wythe of masonry 4 inches wide or less.
UNIT MASONRY
042000 - 4
Oak Brook Golf Club Patio Renovation / Project No. 2018{27
2. Tab type, elther ladder or truss design, with 1 side rod at each fece shell of backing rarythe and
with rectangular tabs sized to extend at bast halfway through facing wythe but wifr at least 5/8-
inch cover on outside face.
3. Adjustable (fwo-piece) type, either ladder or truss design, wih one side rod at each face shell of
backing wythe and wlth separate adfustable ties with pintle-and-eye connections having a
maximum adjustrnent of 1-1/4 inches. Size ties to extend at least halflmy through iacing wythe
but with at least 6/&inch cover on outside face. Ties have hooks or clips to engage a continuous
hodzontal wlre in the facing r,vy{he.
2.5 TIES AND ANCHORS
A. Materials: Provide ties and anchors specilied in this aiticle that are made from matedals tlrat comply
w{th the follow{ng unless otherwise indlcaled.
1. Hot-Dip Galvanized, Carbon-SteelWire: ASTM A 82lA82M; with ASTM A 153/A 153M, Ctass B-
2 coating.
B. Wire Ties, General; Unless ofierwise indicaied, size wire ties to extend at least halfuiay through \reneer
but vvih at least 5/8-inch oover on outside face. Outer ends of wires are bent g0 degfees and extend 2
inches parallel to face of veneer.
C. lndividual Wire Ties: Rectangular unib with closed ends and not less tran 4 inches wide.
1. Z-shaped ties with ends bent 90 degrees to provide hooks not less than 2 inches long may be
used for masonry constructed from solid units,2, Where wythes do noi align use adjustable ties with pintle-and-eye connections having a
maximum adjusfnent of 1-114 inches.3. Wire: Fabdcate from 3/16-incfi- diameter, hotdip galvanized steel.
D. Adjustable Anchors for Connecting to Slructural Steel Framing: Provide anchors that allow vertical or
hodzontal adjustment but resist tension and compression forces perpendicular to plane of $,all.
1. Anchor Section for Welding to Steel Frame: Crimped l/4Jnch- diameter, hotdip galvanized steel
wire.2. Tie Section: Triangular-shaped wire tie, sized to extend within 1 inch of masonry face, made from
0.25-lnch- diameter, hotdip galvanized steel wire.
E. AdJustable Anchors for Connecting to Concrete: Provide anchors that allow vertical or horizontal
adjustrnent bul resist tension and compression forces perpendicular to plane of wall.
1. Connector Section: Dovetail trabs for inserting into dovetail slots in concrete and attached to tie
section; formed from 01.O$inch- thic*, sleel sheet, galvanized after fabrication.2. Tie Section: Triangular-shaped wire tie, sized to extend within 1 inch of masonry face, made from
0.187-inch- hot-dip galvanized steel wire,
F. Rigid Anchors: Fabricate from steel bars 1-112 inches wide by 1/4 inch ihick by 24 inches long, with
ends turned up 2 inches or with cross pins unless othenrise indisated.
1. Conosion Protection: Hot-dip galvanizad to comply with ASTM A 153/A 153M.
G. AdjustableMasonry-VeneerAnchors:
1. General: Provide anchors that allow vertical adjustment but resist tension and compression
forces perpendicular to plane of wall, for attachmenl over sheathing to wood or metal studs, and
as follows:
a. Structural Perfonnance Characteristics: Capable of withstanding a 100-lbf load in both
tension and compression without deforming or developing play in excess of 0.05 inch.
Screw-Attached, Masonry-Veneer Anchors: Units consisting of a wire tie and a metal anchor
section. Use at face brick veneer attached back to metal studs. See 10/A5.3 for example
location.
a. Products: Subject to compliance with requirements, provide one of the following;
UNIT MASO.NRY
042000 - 5
Oak Brook Golf Club Pa∥o Renovalonノ ProleCt No.2018‐027
1) Dayton SupettDr Corpora∥on,Dur‐o‐Wal Division:DrA 210 with orA 700‐708.2) Heckmann Bり ildlng productS:nc,i315D輛 騎 316.
3) Hohmann&8amard=:nc.:DW‐10HS.
4) Wire‐BOnd:1004,マ 稀 l∥.し ^灘 雌鍮職椰[罵 1脚 酬騨鮮蹄
2.6 M:SCELLANEOuS ANCHORS
A. Unit Type inse藤 男in cOncretel Cast‐irOn or ma∥eabi劇 ron wedge‐meinserヽ.8, DovetaI Siots in Concrete:Fumish dovetatt slots輛 th lller strips,of slot size indicated,fablcated from
O.034‐inch,9alvanized steei sheet.
C, AnChor BoLS: Headed or L‐Shaped steel boLs complyino With ASTM A 307,Crade A(ASTM F 568M・
Propett Closs 4.o)with ASTM A 563(ASTM A 563M)hex nuts and,where indicated,lat washersl hOト
dip Oalvanizel tO COmplywith ASTM A 153rA 153Ml Class C:●f dlmensions ind:cated.
2.7 EMBEDDED FLASHING MATERIALS
A. Metal Flashing: Provide meta1 lashing∞mp:ying with SMACNAt"Archltectural Sheet Metal Manuar
and as follows:
1. stah!ess Steel:ASTM A 2407A 240M,Type 304,0.016 inch hi●k`
2, Copper: ASTM B 370,Temper H00,cold‐ro∥ed copper sheet,16‐●2.′Sq.ft.weighi Or o.o216 inch
thick or SSTM B370,.Temper H01.high・ ´eld COpper sheet,12‐●z`rsq:■,weight o「0.0162 inch
thick.a 硼棋謂:」∥贈』T∥島電羅露l蘊 i臨 響mu軋 田nd etted""餞
3. Flexible Fiashing: Use one ofthe Fo∥o哺 ng un:ess ottrwise indicated:
1. Rubbettzed―Asphalt Flashing: cOmposite nashing product consislng of a pliabie! adhesive
剛bbeだ zed‐asphalt compound,bonded to aぃ bh‐denSty,crosslamhated pdyethゾ ene mm t6
produce an overalithiOkneSS of notless than O.040 inch.
a. Products:SubieCtt。∞mp“ance with requirements,provide one ofthe fo∥owing:
1) Grace Construction Products,W.R.Grace&Co.‐Conn.I Perm‐A‐Barrier Wa∥
‐Flashing.
2) W.R.Meadows,lnc.:Air‐Shield Thru=Wa∥Flashing,
b. Accessories: Provide preformed comers,end dams,other speciai shapes,and seaming
materia:s produced by lashing rnanufacturer.
C, Solder and Sealants fo「Sheet Meta:Flashings:
1. Solder for Stainiess Steel: ASTM B 32,Grade Sn60,with acid lux of type recOmmended by
stainless―stee:sheet manufacturer.
2. So!der for Copper: AStt B 32,Grade Sn50,50 percenttin and 50 percentlead.
D. Adhesives, Primers, and Seam TapeS fOr Flashingsi Fiashing manufacturerヽ standard products or
products recommended by lashing manufacturer for bOndin9 1ashing sheets tO each other and to
substrates.
2.8 MiSCELLANEOUS MASONRY ACCESSORIES
A. Compressible Fi∥er: Premo:ded輌 ∥er strips complylng、Mth ASTM D 1056,Grade 2Ali compressible up
to 35 percent,of width and thickness indicated;forFnulated from neoprene,urethane or PVC.
B. Preformed Control‐Joint Caskets: Made from styren卜 butadiene‐nJbber∞mpound,cOmplying wim
ASTM D 2000,Designation M2AA‐805o「PVC,complying with ASTM D 2287,Typo PVC‐65406 and
UNIT MASONRY
042000‐6
Oak BroOk Gor C:ub Palo RenovaJonノ Proiect NO,2018‐027
deSigned to lt standard sash block and to maintain lateral stablity in masonry wa僣 ;size and
∞n19ura∥on as indicated.
C. 3ond‐Breaker S∥ps Asphalt‐saturated,organic rottng Feit complプ ng ttth ASTM D 226,Type l
(No.15 aSphaltfel),
D. WeepVent Products:use the fo∥owing unlees Other」se hdicated:
1, Wicklng MatenaL At a"WeepS,in adoiliOn to ce∥ular plaslc weep/venti absorbent rope,made
from∞tton or UV・ regstant synhetic lber,1ノ 4 to 3F8 h■h dhmeteL hね ngh required tO
produce 2・ inch expOsure on exterior and 18 inches in cavlty:2脚
島菫1聯 I鴇 程 1魏 軋 酬 辮 IW棚 溜 よ躙 造T
lard.
a, Products:SubieCt tO compliance with颯 3quirements,provide one Ofthe fO!lo哺 ng:
1) Adva,ced B面 同hg Products inc=Mortar Ma2e Ⅷ
"p vent,2) |lok‐Lok Limitedi Cel,Vent.
3) DaytOn Supedor Corporatton,Dur‐0‐Wal Dlvisioni Cell vents.
4) Heckmann Bu∥ding Products:nc,;No.85 Ce∥Vent,
5) Hohmann&Bamard,inc.:QuadrOevent.
6) Wire‐BOnd:Celi Ventt
E, Cavity Drainage Mate∥al:Free‐draining meshi made from pol卵 ler stmnds that w∥i not degrade哺 thin
the wali cavity.
1. Productsi SubieCtt。∞mpぃ nCe with requirements,pFovlde one Ofthe fo∥o口 ng:
Advanced Building Products:nc,;Mortar Break,
Archova」ons,lnc.:CavClear Masonry Mat.
Dayton supe面 o「CorporauOn,Dur‐0‐Wal DMsion:Pol洒 te MOrtarStop.
Mortar Net uSA,Ltd.;Mortar Net.
2. Provide one of the following configurations:
a. Sfips, fulldepth of cavity and 10 inches high, with dovetall shaped notches 7 inches deep
that preveni clogging with mortar droppings.
F. Reinforcing Bar Positioners: Wire units designed to lit into mofiar bed joints spanning masonry unit
cells and hold reinforcing bars in center of cells. Units are formed from 0.148-inch steel wire, hot-dip
galvanized after fabrication. Provide units designed for number of bars indicated.
1. Products: Subject to compliance with requirernents, provide one of the following:
Dayton Superior Corporation, Dur-O-Wal Division; D/A 810, D/A 812 or D/A 817.
Heckmann Building Products lnc.; No. 376 Rebar Posilioner.
Hohmann & Bamard, lnc.; #RB or #RB-Twin Rebar Positioner.
Wire-Bond;O-Ring or Double O-Ring Rebar Positioner.
2.9 MORTAR AND GROUT MIXES
A. General: Do not use admixtures, including pigmenls, air-entraining agents, accelerators, retarders.
waler-repellent agents, antifreeze compounds, or other admixtures, unless othenrise indicated.
1. Do not use calcium chloride in mortar or grout.
2. Use portland cement^lime or mortar cemont mortar unless otherwise indicated.3. For exlerior masonry, use portland cement-lime or mortar cement mortar.4. For reinforced masonry, use portland cement-lime or mortar cement mortar.5. Add cold-weather admixture (if used) at same rate for all mortar thal will be exposed to view,
regardless of weather conditions, lo ensure that mortar color is consistent.
Preblended, Dry Mortar Mix: Fumish dry morlar ingredients in form of a preblended mix. Measure
quantiiies by weight to ensure accurate proportions, and thoroughly blend ingredients before delivering
to Project site.
UN:T MASONRY
042000‐7
Oak Brook Goif Club Palo Renovaton′Proiect N。.2013o027
C, Mortarfor unI MasOnfy Comply with´6￢M C 2701 Propett Spec1lcalon.PrOvide the foll●wing mes
Of m。由 rfor ap口 ica10ns stated uttess antthertype t hd“ted.
1. For relnfomed maSOnry,use■pe S.
2. Fo「mOrlar parge coats,use Type S.3 脇堆乳驚遣響ltti詐 蹴器網珊 稿柵::製 Sぷ
'謂
鶴総黒i常
:誕
another抽
"b nOtindicated,use Type N.4. For interior non=load‐bea∥ng partitions,Type O may be usedinstead oF Type N.
D. Croutfor unl Masonry:comp:y with ASTM C 476.
1. Use gronげ type mdcated o■r口 OtOhewに ,hJCated,of type ttne Or●Oarse)that哺 ∥∞m口y
with Table l,15,lin AC:530。lrASCE61TMS602fOrdimensionsofgroutspacesand,our he:ght
2. Proportion groutln accodance wlth Att C 476,Tab:0 1 or paragraph 4.2.2 for specned 28お ay
∞mpttsive strength indicated,but not!essthan 2000 psi(14 MPa).
3. PrOvide grod輌 h a slump of8 to llinlhes as measured ac∞rding tO ASTM C 143rC 143M.
E. Epoxy P9in,ぃ 9 MOrtar MiX epoxy poinlng mortar to comp:y with monar manufac“rers w薦 ねn
lnstructions.
PART 3‐EXECUT10N
3.l EXAM:NATiON
A. EXamine condi∥ons,面 th 10sta∥er presenti for eompliance with requirements for insta:la∥on tolerances
and other Oondilions●1短 Юttng perfOrrnance of he work,
1. For the record,p"pare wntten repolti endorsed by:nstaller,∥sting cOndi∥ons detrimental to
perFomance of work.2. こSmafounda∥ons are潮 hh tolerances specitted,
3.Vetthatrdnforcing 19Weに att prope∥y口 aCed.
B. Before insta∥alon.eXamine rOughJn and bul日 n constnJclon for piping systems to ve∥fy actual
locations of plping connections.
C. Prooeed with installation on:y after unsatisfactory conditions have been coHccted.
3.2 !NSTALLAT10N,GENERAL
A. Thickness: Bu∥d cavity and composite walis and other masonry COnstruclion to Fu∥thickness shown.
Bu∥d single‐whe wa∥S tO actual widths of masonry units,using units of widths indicated.
B. Build chases and reoesses to accommodate iteFnS Specined in this and other Sections.
C. Leave openings for equipment to be lnstalled before compldng masonry. After instal∥ng equlpmenti
cOmpiete masonry to match the construclon immediately adiacentto opening.
D. Use fu∥‐size units、″ithout cutting if possibie. :f cutting is required to provide a continuous pattern or to
ll adiOining∞nstruclon,cut units with motor・ ・d∥ven sawsi provide clean,sharp,unchipped edges.
A:low units to dry before laying unless weting of units is,pecined.lnstall cut units with cut surfaces
and,where possible,cut edges cOncealed.
E. Select and arange units for exposed unit masonry to produce a unifom blend of co:ors and textures.
1, Mix units from several pa∥ets o「cubes as they are placed。
F. VVetting of Brick: VVet bnck befOre laying ifinitial rate of absorption exceeds 30 gノ 30 sq.in.per minute
when tested per ASTM C 67.A∥ow unls to absorb water sO they are damp but not wet at ime oflaying.
3.3 TOLERANCES
A. Dirnensions and Localons of Elements:
UNIT MASONRY
042000‐8
Oak Brook Golf Club Patio Renovation / Project No. 2018{27
'1. For dimensions in cross section or elevation do not vary by more lhan plus 1/2 inoh or minus 1/4
incfi.2, For location of elements in plan ds not vary hom that indicated by more than plus or minus 1/2
inch.3. For location of elements in elelntion do not vary fnom that indicated by mor6 than plus or minus
1/4 inch in a story height or 1/2 inch total.
B. Lines and Levels:
1. For bed Joinb and top surfaces of bearing walls do not vary from level by more than 1/4 inch in 10
feet, or 112 incfi maximum.2. For conspicuous horizontal lines, such as lintets, sills, parapets, and reveals, do nol vary fronr
level by more than 1/8 inch in 10 feet, 1/4 inch in 20 feet, or 1/2 inch maximum.
3. For vertical lines and surfaces do not varyfrom plumb by morc than 1/4 inch ln 10 feet" 3/8 inch ln
20 feet, or 1E inch maximum.4, For conspicuous vartical lines, such as extemal comers, door jambs, reveals, and expansion and
controlioints, do not vary ftom plumb by rnore than 1/8 inch ln 10 feet, 1/4 inch in 20 feet, or 1/2
inch maximum.
5. For lines and surfaces do not wry tom straight by more than 1/4 inch in 10 feet, 3/8 inch in 20
feet, or 112 inch maximum.
6. For vertical alignment of exposed head jolnts, do not vary ftom plumb by more than 1/4 incfr in '10
feet, or 1/2 inch maximum.
C. Joints;
1. For bed joints, do not vary fiom thickness indicated by more than plus or minus 1/8 inch, with a
maximum thickness limited to 1/2 inch.
2. For exposed bed joints, do not vary from bed-joint thickness of adjacent ccurses by more than 1E
inch.
A. For head and collar loints, do not vary from thickness indicated by more than plus 3/8 inch or
minus 1/4 inch.
4, For exposed head Joints, do not vary ftom thickness indicated by more than plus or minus 1/8
inch. Do not varyfrom adjacent bed-joint and head-joiil thicknesses by more than 1/8 inch.
S. For exposed bed iolnts and head joinE of stac*ed bond, do not vary from a stnaight line by more
than 1/16 inci from one masonry unit to the next.
3.4 LAYING MASONRYWALLS
A. Lay or.rt walls ln advance for accurate spacing of surface bond pattems with uniform joint thicknesses
and for accurate location of openings, movement-lpe joints, retums, and offsets. Avoid using less-
than-half-size units, particulady at comers, jambs, and, wtrere possible, at other locations.
B. Bond Pattem for Exposed Masonry: Unless otherwise indicated, lay exposed masonry in running bond;
do nol use units with less than nominal 4-inch horizontal face dimensions at comers or jambs.
C. Lay concealed masonry with all units in a wythe in running bond or bonded by lapping not less than 2
inches. Bond and interlock each course of each wythe at comers. Do not use units with less than
nominal4-inch horizontallace dimensions at comers or jambs.
D. Stopping and Resuming Work: Stop work by racking back units in each course from those in course
beloq do not tooth. When resuming work, clean masonry surfaces that are to receive mortar, remove
loose masonry units and mortar, and wet brick if required before lalng ftesh masonry.
E. Built-in Work: As construction progresses, build in items specified in this and oher Sections. Fill in
solidly with masonry around built-in items.
F. Flll space between steel frames and masonry solidly with mortar unless othenruise indicated.
G. Where built-in items are to be embedded in cores of hollow masonry units, place a layer of metal lath,
wire mesh, or plastic mesh in the joint below and rod mortar or grout into core.
H. Fill cores in hollow CMUs wtth grout 24 inches under bearing plates, beams, lintels, posts, and similar
items unless otherwise indicated.
UN:T MASONRY _
042000‐9
Oak Brook Golf Club Patio Renovation / Project No. 2018'027
l. Build nonJoad$earing interior partitions full height of story to underside of solid floor or roof shrcture
aborre unless othenruise indicated.
1. lnstall compressible fillEr in Jolnt between top of parlitlon and underslde of structure above.
2. Fasten partition lop anchors to struchrrc above and build into top of partition. Grout cells of
CMUs solidly around plastic tubes of anchors and push tubes doum into grout lo provide 112-inch
oloarance between end of anchor rod and end of tube, Space anchors 48 inches o.c, unless
otherwise indicated.
3. Wedge non-loa&bearing partitions against structure above with small pleces of tile, slate, or
metal. Fill joint wlth rnortar after dead-load deflection of stnrcfure above approacfres final
position.
4. At fire-r'ated partitions, treat joint beh,wen top of parttion and underslde of structure above lo
comply wittr Division 07 Section "Fire-Reslstive Joint Systems."
3.5 MORTAR BEDDING AND JOINTING
A. Lay hollow brick and CMUs as folloua;
1. Witr face shells fully bedded in mortar and with head joints oa depth equal to bed joints.
2. Wtr r,lebs fully bedded in mortar in all courses of piers, columhs, and pilasters.
3. With webs fully bedded in mortar in grouted masonry, including starting course on fooflngs,
4. Witr entire units, including areas under cells, fully bedded in mortar at starting course on footings
where cells are not grouted.
B, tay solid masonry units with completely filled bed and head joints; bufter ends with sufficient mortar to
till head joints and shove into place. Do not deeply funow bed joints or slush head joints,
C. Tool exposed joints slighily concave when thumbprint hard, using a jointer larger than joint lhickness
unless othenrise indicated.
D. Cut joints flush for masonry walls to receive plaster or other direct-applied fnishes (olher than paint)
unless otherwlse indieted.
3.6 COMPOSITE MASONRY
A, Bond wythes of composite masonry together using one of the following methods:
1. Masonry Joint Reinforcement lnstalled in horizontal mortar ioints.
a. Where bed joints of both wythes align, use ladder-type relnforcement extending across
both wythes.b. Where bed joints of wythes do not align. use adjustable (two-piece) type reinfiorcement with
continuous horizontal wire in facing wythe attached to ties,
B. Cotlar Joints: Solidly fill collar joints by parging face of first wythe that is laid and shoving units of other
wythe lnto Place.
C. Comers: Provide interlocking masonry unit bond in each wythe and course at corners unless otherwise
indicated.
1. Provide continuig with masonry joint reinforcement at corners by using prefabricated L-shaped
units as rrvell as masonry bonding.
D. lntersecting and Abutting Walls: Unless vertical expansion or control joints are shown at Juncture, bond
walls together as follovrts:
1. Provide continuity with masonry joint reinforcement by using prefabricated T-shaped units,
2.
3.7 MASONRY JOINT REINFORCEMENT
A. General: lnstall entire length of longitudinal side rods in mortar with a minimum cover of 5/8 inch on
exteriorsideof walls, 1/2inchelsewhere. Laprelnforcementaminimumof 6inches.
1 . Space reinforcemenl not more than 16 inches o.c.
UNIT MASONRY
042000 - 10
Oak Brook 6oif Club PaJo Renovationノ ProieCt No.2018o027
3.10
A.
B_
2. Space reinforcement not more than 8 lnches o.c. in foundation walls and parapet walls,3. Provide reinforcement not more than 8 inches above and below wall openings and extending 12
inches beyond openings in addition to continuous reinforcement.
lntemrpt joint reinforcement at confol and expansion joints unless othenrise indicated.
Provide continuity at wall inlersections by using prefabricated T-shaped units.
Provide continui$ at comers by using prelabrlcated L-shaped unlts,
Cut and bend reinforcing units as dirested by manufaclurer for continuity at @mert, retums, ofhets,
column fireproofing, pipe enclosufes, and other special conditions.
ANCHORING MASONRY TO STRUCTUML STEEL AND CONCRETE
Anchor masonry to sbuctural steel and concrete where masonry abuts or faces structural steel or
concrete to comply with the following:
1. Provide an open space not less than 1 inch wide between masonry and structural stel or
concrete unless otheniltse indicated, Keep open space free of mortar and oher dgid materials.
2. Anchor masonry with anchors embedded in masonry joints and attached to structure.
3. Space anchors as indicated, but not more than 24 inches o.c. vertically and 36 inches o.c.
horizontallY.
ANCHORING MASONRY VENEERS
Anchor masonry veneers to masonry backup wih masonry-veneer anchors to comply with he following
requirements:
1. Fasten anchors to csncrele and masonry backup with metal fasteners of tlpe indicated. Use two
fasteners unless anchor design only uses one fastener.
2. Embed tie sec'tions in masonry joints. Povide nol less lhan 2 inches of air space between back
of masonry veneer and tace of sheahlng.
3. Locate anchor sections to allow maximum vertical differential movement of ties up and down.
4. Space anchors as indicated, but not more than 16 inches o.c. vertically and 24 inches o.c.
horizontally with not less than 1 anchor for each 3.5 sq. fi. of wall area. lnstall additional anchors
within 12 inches of openings and at intervals, not exeeeding 36 inches, around perimeter.
CONTROL AND EXPANSION JOINTS
General: lnstall control and expansion joint materials in unit masonry as masonry progresses. Do not
allow materials to span conhol and expansion joints without provision to allow for in-plane wall or
partilion movement.
Form controljoinls in concrete masonry using one of the following methods:
1. Fit bond-breaker strips into hollow contour in ends of CMUs on one side of control joint. Flll
resultant core with grout and rake out joints in exposed faces for application of sealant.
2. lnstall preformed control-joint gaskets designed to fit standard sash block,g. lnstall interlocking units designed for control joints. lnstall bond-breaker strips at joint, Keep
head joints hee and clear of mortar or rake out joint for application of sealant.
4. lnstali temporary foam-plastic filler in head joints and remove filler when unit masonry is complete
for application of sealant.
Form expansion joints in bflck as follows:
1. Build flanges of metal expansion strips into masonry. Lap each joint 4 inches in direction of water
flow. Seal joints below grade and at junctures with horizontal expansion joints if any.
2. Build flanges of factory-fabricated, expansion-joint units into masonry.
3. Build in compressible joint fillers wtrere indicated.
4. Form open joint full depth of brick wythe and of width indicated, but not less than 3/8 inch for
installation of sealant and backer rod specified in Division 07 Section "Joint Sealants."
UNIT MASONRY
042000‐11
3.3
3.9
C.
Oak Brook Golf C!口 b Palo Renovalon′Proiect No.2018‐027
3.11
A.
B.
Provide hori20ntal,pressure‐remeving ioints by elher leaving an air space or inserting a compressible
l∥er of width required for insta∥ing sea:ant and backer rod speci10d in Division 07 Section "」olnt
sealants,"but notless than 3r8 inch.
1. Locate hon20ntal,pressure‐rele宙 ng iointS beneath sher ang:es supporting masonry.
FLASHING,WEEP HOLES,CAVITγ DRA:NACE,AND VENTS
General: :nsta∥embedded lashi●g and weep hoies in masonry at shelf angiest lintels,:9dgeS,Other
obsttuc潤 Ons to domWard low of water in wa∥,●nd l輛 ere indicated.instaii ventS at sher angles,
ledges,and Other obsmctiOns to upward low of airin cavities,and、″here indicated.
lnstal1 lashing as fOllows unless othen″ise indicated:
1. P"pare masonry surfaces so they are smooth and free from prolections that could punctu"
"al商
nO,Whe腱 lasmng L witth mo由 『jdnt,口 ace mrough.wa∥lashing on sb口 ng bed of
mo『ねr and cover with mortar. Before∞venng with mortaL seal penetra∥ons in lashihg with
adhesive,sealant,ortape as recomrnended by nashing manufadurer.
2. At mu:tiⅥらハhe masonry wa∥s,:ncluding cavity walls,extend lashing th『ough outer untthe,tumed
up a minimum of8inches,and l lr2 inch into the inner w,he,
3. At∥ntels and shelF angles,extend iashing a min:rnum of 6 inches into masonry at each end. At
heads and si∥s,extend lash:ng 6 inches at ends and tum lp notless than 2 inches to forrn end
dams.
4. lnterlock endjoints Of ribbed,heet rneta1 lashing by overlapping∥bs notless than l‐lr2 inches o「
as re∞mmended by nashino manuFacturer,and seallap幅 th elastome∥o sealant"mplying ttth
requirements in DMsion 07 Seclon■Oint Sealants“for app:icalon indicated.
5. instail rnetal ddp edges beneath nexiblo lashing at exterior face Of wall. Stop lexible l●shing lr2
ihch back from outside face ofwall and adhere Лexib:e nashing to top or meta!dFp edge,
insta"weep hOles ln head iointS in eお ●or ttes of lrst course of masonry immedlate:y above
embedded nashing and asfb:lows:
1, USe Specned weeprvent prOducts to forrn weep ho:es.
2. Use wickino matettal to fom綸わep holes above nashing under bHck sⅢs, Tum wicking down at
a 埠輩i糧
:l:Lよ罪l:躍 ∬:鰹 ‰面se hdca回.4. Tdm輔 oking mate∥a1lush with Outside face Of Wa∥after mOrtar has set,
Place cavly drainage matenalin caviues tO cOmply with connguralon requirements for cavity drainage
material in'Miscellaneous MasOnry Accessodes'Artic:e.
lnsta∥vents in head iointS in exterio「vη ハhes at Spacing indicated. Use speclled weepノ vent products lo
form vents,
1. C10Se cavities tt vertical:y and horizonta∥y with bloCking in mannerindicated. :nstal:through‐wall
lashing and weep holes above horizontal blocking.
REINFORCED UNIT MASONRYlNSTALLAT:ON
Temporary Forrnwork and Shoresi COnstruct forrnwork and shOres as needed to suppOrt reinforced
masohry elements during construction,
1. Construct formwork to proプ de shape,Iine,and dimensiOns of completed masonry as indicated.
Make fOrrns sufrlciently tight tO prevent leakage of mortar and grout. Brace, tie, and Support
foms to maintain position and shape during constnJction and curing of reinforced masonry.
2, Do not remove forrns and shores unti:reinforced masonry members have hardened suttciently to
cary their own weight and otherloads that may be placed on them during constnJclion.
Placing Reinforcement Comply with requrements in AC1 530.1′ASC匡 6rrMS 602.
G「outing: Do not p:ace g「out until entire helght of rnasonry to be 9「outed has attained enough strength
to resitt grOut pressure.
l Comply vnth requirements in AC1 530.1′ASCE 6「MS 602 fOF Cleanouts and for grout placement:
including minimum g,out spaCe and maximum pour height,_ ∪N:T MASONRY _
042000‐12
3.12
A.
B,
C.
D.
C.
E,
D.
Oak Brook Golf Glub Patio Renovation / Project No. 2018{27
3.13 FIELD QUALITY CONTROL
A. Testing and Inspecting: Owner will engage special inspectors to perform tests and inspeclions and
prepare reports. Allow inspectors access to scaffoldlng and uork at?as, as needed to perform tests and
inspections. Retesting of materials thal fall to comply wih specified requirements shall be done at
Conbactor's expense,
B. lnspections: Level 'l special inspections according to the "lntemational Building Code."
1. Begin masonry consfiJctlon only after lnspectors have vedfied proportions of site-prapared
mortar.2. Place grout only after inspectors have verified oompliance of grout spaces and of grades, sizes,
and locations of reihforcement.3. Place grout only after lnspectors have verified proportions of site-prepared grout.
C. Tesling Frequency: One sel of tests for eash 5000 sq. ft. of wall area or portion thereof.
D. Mortar Aggregate Ra鶴 o Test (Proportion Specification): For each mix provided, according to
ASTM C 780.
E. Pttsm Test:
days.
For each type of∞nstruc∥on provided,according to ASTM C 1314 at 7 days and at 28
3.14 REPAIRING, POINTING, AND CLEANING
A. Remove and replace masonry units that are loose, chipped, broken, strained, or othenMse damaged or
that do not match adjoining units. lnstall new unlh to match adjoining units; install in fresh mortar,
pointed to eliminate evidence of replacement.
B. Pointing: During the tooling of joints, enlarge voids and holes, except weep holes, and completely fill
with mortar. Point up joints. including comers, openings, and adjacent construction, to provide a neat,
uniform sppearance. Prepare joints for sealant application, whera indicated.
C. ln-Progress Cleaning: Clean unit masonry as work progresses by dry brushing to remove morlar fins
and smears before tooling jolnts.
O. Final Cleaning: Afler mortar is thomughly set and cured, clean exposed masonry as follours:
1. Remove large mortar particles by hand with wooden paddles and nonmetallic scrape hoes or
chisels.2. Test cleaning methods on sample wall panel; leave one-half of panel uncleaned for comparison
purposes. Obtain Architect's approval of sample cleaning before proceeding with cleaning of
masonry"
3. Protect adjacent stone and nonmasonry surfaces ftom contact with cleaner by covering them with
liquid strippable masking agent or polyethy'ene film and waterproof masking tape.
4. Wet wall surfaces with water before applying cleaners; nemove cleaners promptly by rinsing
surfaces thoroughly with clear water.
5. Clean brick by bucket-and-brush hand+leaning method described in BIA Technical Noies 20.
6. Clean masonry with a propdetary acidic cleaner applied according to manufactureds written
instructions.7. Clean concrete masonry by cleaning method indicated in NCMA TEK 8-2A applicable to $pe of
stain on exposed surfaces.
3.15 MASONRYWASTEDISPOSAL
A. Salvageable Materials: Unless othenrise indicated, excess masonry materials are Contracto/s
property. At completion of unit masonry work, remove from Project site.
B. Excess Masonry Waste: Remove exoess clean masonry waste that cannot be used as fill, as described
above, and sther masonry waste, and legally dispose of off Owner's property.
EN0 0F SECT10N
UNIT MASONRY
042000‐13
Oak Brook Go「Club Pato RenovaJonノ Project No 2018‐027
SECI:0∥044313.13
ANCHORED STONE MASONRY VENEER
PART l‐GENERAL
ll RELATED DOCUMENTS
A. Drattngs and 9oneral proMsions of he Conmtt induding General and supplementary Condltons and
DMs:on 01 SpedncolOn secbons,apply to this Setton
l.2 SUMMARY
A Sechon includeS tle follo哺 ng app∥cations of stone masonry:
l Anchored to unlt masonry backup.
B Rdated SecJons:
l DlMsloo 03 Sec,on'CasHn‐Piace Concre博 "for dovetal si●ts ln●oncrete forancho嗜 ng stone.
2 DMSon 04 Sedon・ Unl Masonヴ fOr hO∥zontalidnt reinforcement and veneer anchors.
C Products insta∥ed,but notfumished,in this SectiOn include:
l Steel∥nteis for stone masonry spec■od in Dlvision 05 SecOon"Metal Fab∥ca∥ons・
13 SUBM1lTALS
A Product Data:Fo「each type of pttuctindicated
l Fo「stone va∥dた s prOposed for us●●●Pttect,indude test data indicattng∞mpliance w価
physica:pFOpertles sFい 齢 ed o「required by reFerenced ASTM standards.
B. Samp:es for Venlcatton:
1. For each stone type indicated lnClude atlo3Stthree samples in each set for each type of stone,
exhibling extemes of the fu∥range of color and other usual●haracte∥slcs expected in
completed Work Samples輛 ∥establish the standard by whi●h stone prclvded輛 ∥beludged.
C List of Matedals used in constucting Mockups: 日st gene∥c product names together 哺th
manufacturers,manufacturersl product names,sources of supply,and oherinfom●lon as required to
identty mate∥als used include mix propOttons for mortar and source of ag9regates
l. Submital is for infomaton onty. Nenher receipt of∥st nor ap"va:of mockups∞nsttutes
approval ●f devia∥ons from me cOntract Documents unless such deua∥ons are specnca∥ybrought to the atten」on of Architect and approved in wttting
14 0UAL:TY ASSURANCE
A lnsta∥er Qualiflcatons: A qualned insta!ler who employs expe"enced stonemasons and stone ntters
B Source Limltatons for Stone1 0btain stone,from one qua町 哺th resources to proMde matenais of
●onsistent qua∥ty in appearance and physical properties
c Source Limnatlons for M巾 「Mate"als: Obtain monaringredients of a unifom qua∥ty,including oolo「
for exposed masonry, from single manufacturer for each oementtlous component and from singl●
source o「producer for each aggregate
D M∝kups: Bund m●●kups to demonstmte nesthetc efFects and set qua∥ty standards for matenals and
execulon
l Build mockups fo「″pical exteaor wa∥in sizes approximately 48 inches long by 48 inches high by
fun thickness,includlng race and backupぃ 0ハ heS and accessones
a lndude a sealant■:ledioint●lleast 16 incheslong in mockup
_ ANCHORED STONE MASONRY VENEER
04431313‐1
Oak Brook Golf Club PaJo Renova∥onノ ProleCt No.2018o027
b, :nc:ude mrOugh‐wa∥ lashing ins愴 ∥ed fOr a 24綸 ch lengtt in comer of m。●kup
approxima●ly 16 inches down fromゃ p Of moCkup,with a 124nch:ength of nashing left
exposed to vlew(omit Stone mls。lry above har of lashing)。
2. Protect accepted mockups from the ei●ments with weaher‐resistant membttne.
3. Approva1 0f mockups is for coloL texture,and blending of stone:reiattOnshlp of mortar and
sealant oolors to stone col●rsi too∥ng ofl●lntS:and aeshemc qua∥tes Of"rkmanship.
a. Approval of mockups is aiso for other matemi and cOnttuctbn qualttes Achitect
specncally approves in witing.
b. Appmval of mockuPs dOes not∞ntttute approvJ of devia∥ons from the Contract
Documents∞ntained in mock●ps uniess Architect specttca∥y appr●ves such deVialons in
wiung.
E. PreinstJblon Conferencei COnduct conference at proiect Jte.
1.5 DEttVERY.STORAGF,AND HANDLINC
A. Store cementilious lnaterials on elevated p:atForrns,under∞veL and in a dry:ocationo Do not use
cementi∥ous mate∥alsthathave become damp.
B. Store a99regates where grading and Other required charactenstics can be maintained and
contaminauon avoided.
C. Store masonry accessories,inciuding metalitems,to prevent corosion and accumulation of dirt and oil.
1.6 PROJECT 00NDIT10NS
A. ProtectiOn of Stone Masonlμ During 00nsむ uclion= oover tops ●f wa∥s, proleclions, and s∥ls tth
waterproof sheelng at end of each daプ s work.COVer partia∥y completed stone masonry vtten
●onstru。∥on is notin prOgress,
1. Extend cover a minirnum of24 inches down both sides and hOid cover secureiy in place.
B. Stain Prevenloni lmmediately remove morね r and soil to preventthem from sね lning he face of stone
masonry.
1. ProteCt base of walls from ral●‐spiashed rnud and mOrtar splaner by∞verings spread on thё
grOuld and overthe wa∥surface.
2. Protect s∥:s::edges,and proleclions from mortar drOppings.
3. Protect surFaces of輌 ndow and doorframes,as we∥as sim∥ar products with painted and:nteg“|nnishes,from rnortar droppings.
4. Turn sca青 01d boards near the wa∥on edge at end of each day to prevent rain from splashing
mortar and dirt on completed stone rnasonry.
C. Cold‐Weather Requirements: Do not use frozen matedals o「mate∥als mixed or coated with ice orfrost,
Do not bu∥d On frozen subStrates. Remove and repl●ce stone masonry damaged by frost or freezing
conditions, Comply with cold‐weather construction requirements contained in
AC1 530.1ノ ASCE 6r「MS 602,
1. Co:d‐Weather cleaning: Use∥quid cieaning methods only when airtemperature is 40 deg F and
above and wi∥remain so unti1 7naSOnry has dried, but not less han 7 days ater completing
c:eaning,
D. Hot‐Weather Requirementsi COmply with hot・ weather ∞nstruclion requirements ∞ntained in
AC1 530,1ノ ASCE 6rrMS 6o2.
1.7 C00RDiNAT10N
A. Advise insta∥ers of other work about specitc requirements for placement of reinforcement,veneer
anchors,nashing,and similaritemS tO be bulitinto stone masonry.
ANCHORED STONE MASONRY VENEER
044313.13‐2
Oak Brook Go「Ciub PaJo Renovaせ on′Prolect No,2018‐027
PART 2‐PRODUCTS
2.l STONE
A
器 鷲 躍 :Ll:讐 譜 雷 縄 :譜 瀞 1;矯 遇 柵 糖 1辞 I品 蹴 札 F跳 押 "ml。
.舗 ne孵 ・
2.2 MORTAR MATERIALS
A` Portland Cement ASTM C 150,T諄 "l。『:i,except Type i∥may be used for∞ld‐weamer constnJtton,
Provide natural color o「white"ment as requlred to producolmortar∞lor indicated.
B. Hydrated ume:ASTM C 207,Type S,
c. POnland cement‐Llme M秋 :Packaged blend of po祀 and cement cornplying哺 th ASTM C 150,Type!o「
∥L and hydrated mme∞m倒 ゾng輔 枷 ASTM C 207.
D. MOnar cement:ASTM C 1329.
1. Products:SubieCt tO∞mpliance with requirementsi avallable prOducts hat may be in∞rporated
into the Work include,but are notiimited io・ the fo∥owing:
a, Lafarge Norlh Ame薇 ca:Lafarge Mortar Cement or Magnolia Superbond Mortar cement.
E. Aggregate:ASTM C 144 and asfoll―:1. For pOinting mo口 ar,use aggregate graded wlth 100 percent passing No.16(1.18‐mm)sieve.
2. White Aggregates:Natural white Sand or ground white stone.
F, Cold=Weather Admixture: Nonchionde! nO●Oo「Dsive, acceleralng admixtre complying 面th
ASTM C 494rC 494M,Type C,and recommended by manurattrer for use in masonry mortar of
∞mposilon indicated.
1, Products:Subied to compliance哺 th requirements,avaiiable products that may be incorporated
into the Work indudel but are not∥mited to,the following:
a. EuGlid Chemical Company(The)Acceiguard 80.
b. Grace ConsmctiOn Products,a unit of W.R,Grace&Co.‐Conn.:Morset.
c. SOnnebom,Div.of DeguSSa Bu∥ding Systems:Trimtx‐NCA.
G. Wate=Potable,
2_3 MASONRY CLEANERS
A. Propttetary Addic Cleaneri Manufacturers standard‐strengい oleaner desiOned for removing mortar and
grout stains,emorescence,and other new construclon Stains from stOne masonry surfaces without
dis●oloring or damaging masonry surfacesi expressly approved fo「 intended use by cleaner
manufacturer and stone producer.
1, Manufacturersi SubieCt tO compliance with requirements,prOvide products by one of the
following:
a. Diedrich Technolo9ies,inc.
b. Dominion Restoration PrOducts_
c. EaCo Chem:inc,
d. Hyd『ochemical Techniques,:nc.
e. P『osocol lnC.
2.4 MORTAR MIXES
A. Ceneral: Do not use admixtures,including pigments,a「→ntraining agents,accelerators,retarders,
water‐repellent agents,antifreeze compounds=o『other admixtures,unless othenⅣise indicated.
1, Do not use calcium chlonde.
ANCHORED STONE MASONRY VENEER
04431313‐3
Oak Brook Golf Club Patio Renoration / Project No. 2018{27
2. Add cold-wather admixture (if used) at same rate for all mortar thet will be exposed to view,
regardless of weather condltions, to ensure that mortar color is conslstent.3. Mixing Pointing Mortar: Thoroughly mix oementitious and aggregate materials together belore
adding water. Then mix again, addlng only enough waler to produce a damp, unworkable mix
that will retain its form when pressed into a ball. Malntain mortar in this dampened condition for
one to two hours. Add remaining waler in small portions until mortar reaches desired
consistency. Use mortar within 30 minules of final mixlng; do not retemper or use partially
hardened mat€rial.
B. Preblended, Dry Mortar Mix Furnish dry mortar ingredlenb in the form of a preblended mlx. Measure
quantities by weight to ensure accurate proportions, and thoroughly blend ingredients before delhering
to Project site.
C. Mortar for Stone Masonry: Comply with ASTM C 270, Ptoporlion Speeificetion.
1. Mortar for Setting Stonel Type S.
2. Mortarfor Fointing Slone: Type N.
2.5 FABRICATION
A, Fabricate stone to comply with sizes, shapes, and lolerances re@mmended by applicable stone
association or, ifnone, by stone source, for faces, edges, beds, and backs.
B. Select stone to produce pieces of thickness, size, and shape indicated, lncluding details on Drawings.
Dress jolnts (bed and vertical) shaight and at right angle to face unless othenruise indicated.
C. Carefully inspecl stone at quany or fiabrietion plant for compliance with requirements for appearanoe,
material, and fabrication. Replace defective units before shipment.
1. Clean savrred backs of stone to ramove rust gtains and iron particles.
D. Thic*ness of Stone: Provide thickness iodicated, but not less than lhe following:
1. Thickness: 4 inches plus or mlnus 3/4 inch.
PART 3 - EXECUTION
3.1 EXAMINATION
A. Examine surfuces indicated to receive stone masonry, with lnstaller present, for compliance with
requirements for installation tolerances and other conditions affecting performance.
B. Examine substrate to verify that dovetail slots, inserts, reinforcement, veneer anchors, flashing, and
other items installed ln substrates and required for or extending into stone masonry are correctly
installed.
C. Proceed with installation only after unsatisfactory condiUons have been conected.
3.2 PREPARATION
A. Clean dirty or stained stone surfaces by removing soil, siains, and foreign materials before setting.
Clean stone by thoroughly scrubbing with fiber brushes and lhen drenching wilh clear water. Use only
mild cleaning compounds that contain no caustic or harsh materials or abrasives.
3.3 SETTING OF STONE MASONRY, GENERAL
A. Perform necessary field cutting and trimming as ttone is set.
B. Sort stone before it is placed in wall to remove stone that does not comply with requirements relating to
aesthetic effects, physical properties, or fabrication, or that is otherwise unsuitable for inlended use.
C. Arrange stones with color and size variations uniformly dispersed for an evenly blended appearance.
ANCHORED STONE MASONRY VENttER
044313.13‐4
Oak Br●●k Gor Club PatO RenoVationノ PHtteCt N。,2018‐027
Set slone to comply with requirements indicated on Drawings. lnstall supports, fasteners, and other
attachments indicated or necsssary to secure stone rnasonry in place. Set stone accuratoly in locations
indicated with edges and faces aligned according to established relationships and indicated tolerances.
Maintain uniform joinl widths except for variations due to different stone sizes and where minor
variations are required to maintain bond alignment ff any. Lay walls with Joints not less than 3/8 inch at
nanowesi points or more than 1/2 inch al wldest poinls.
Provide sealant joints of widths and at locations indicated.
1. Keep sealant joints free of mortar and other rigid materials.2. Sealing joints is specified in Dlvision 07 SecUon'Joint Sealants.n
lnstall embedded flashing and weep holes at shelf angles, lintels, ledges, other obstructions to
downwadflowof water in wall, and wherc indicated.
1. At multiwythe masonry walls, including cavity walls, extend flashing through stone masonry,
tumed up a minimum of 8 inches, and extend into or through inner wythe to comply with
requirements in Division 04 Section "Unit Masonry.'2. At concrete backing, extend flashing through slone masonry, tumed up a minimum of 8 inches,
and inserl in reglet.3. At lintels and shelf angles, extend flashing full length of angles but not less than 6 inches into
masonry at each end.4, At sills, extend flashing not less than 4 inches at ends.5. At ends of head and sill flashing tum up not less than 2 inches to form end dams.6. lnstall metal drip edges beneath flexible flashing at exterior face of wall- Stop flexible flashing 12
inch back tom outside face oJ wall and adhere flexible f,ashing to top of metal drip edge.
Place weep holes and vents in joints where moisturB may acormulate, including at base of cavity walls,
above shelf angles, and atflashing.
1. Use ttcking mateHal and vinyl weep holes/vents to fom weep hOles.
2. Use、前dking matedalto fO『『n weep holes above 18Shing in stone silis`Tum wicking down at lip of
sill to be as inconspicuous as posslble.
Space ueep holes 24 inches o.c.
Tfim wicking material used in weep holes flush wlth outside face of wall after mortar has set.
lnstall venls in vertical head joints at the top and bottom of each continuous cavity at spacing indicated.
Use vinylweep holes/vents to form venis.
't. Glose cavities off vertically and horizontally wifr blocking in manner indicated. lnstrall through-wall
flashing and weep holes above horizontalblocking,
CONSTRUCTION TOLERANCES
Variation from Plumb: For vertical lines and surfaces, do not exceed 1/4 inch in 10 feet, 3/8 inch in 20
feet, or 112 inch in 40 feet or more. For external comers, expansion joints, control joints, and other
conspicuous lines, do not exceed 1/4 inch in 20 feet or 1/2 inch in 40 feel or more.
Variation from Level: For bed joints and lines of exposed lintels, sills, parapets, horizontal grooves, and
other conspicuous lines, do not exceed 1/4 inch ln 20 feet or 1/2 inch in 40 feet or more.
Variation of Linear Building Line: For position shown in plan, do not exceed 1/2 inch in 20 feet or 3/4
inch in 40 feet or more.
Measure variation from level, plumb, and position shown in plan as variation of the average plane of the
face of each stone from level, plumb, or dimensioned plane.
Variation in Mortar-Joint Thickness: Do no{ vary from joinl size range indicated.
Variation in Plane between Adjacent Stones: Do not exceed one-half of tolerance specified for
thickness of slone.
ANCHORED STONE MASONRY VENEER
044313.13-5
D.
F.
3.4
B.
D.
E.
F.
Oak Brook Golf Club PaJo Renov測 onノ Prolecl No.2013‐027
35 INSTATLATION OF ANCHORED STONE MASONRY
Anchor stone masonry to conorel€ with conugatod-mebl venoer androG unless olherwise indicated.
Secure anchors by inserting dovetailed ends inlo dovetail Elots in concrete.
Anchor stone masonry to unit masonry with individual wire veneer anchors unless oheMise indicated.
Embed anchoN in unit masonry mortar ,oints or grouled cells for distance al least one-half of unit
masonry thickness.
Andror ston8 masonry io unit masonry with wire ancfiors unless otherwise indicated. C-nned anchors
to masonry ioint reinforcement by inserting Pintles into 6!,es of masonry iolnt reinforcement proredins
from unit masonry.
Anchor stone mesonry to unit masonry wlth Wrc anchors unless olherwisB indlc€t€d- C,onnec't anchors
to masonryloint reinforcement with verlical rods insErted lhmugh anchors and through eyes of masonry
joint reinforcement projecting from unlt masonry.
Embed veneer anchors in morter joinF of stone masonry at least hatlway, bul nol less lhan 1-112
inches, through stone masonry 6nd with al least s/&inoh cover on outside face.
Space anchors to provide not less than 1 andror per 2 sq. fL of wall areE. lnstell edditional anchors
within '12 inches ol openings, sealant jolnts, and pedmeler at intervals not exceeding 12 inches.
Set stone in full bed of mortar with full head jolnts unless othe'wise indicated, Build anciors into mortar
Joints as stone is set.
Provide 2-inch cavity b€tween stone masonry and backup construction unless olheMise indicatod.
Keep cavlty ftee of mortar droPpings 8nd debris.
1. Slope beds toward cavity to minimize mortar protrusions into c€vity.
2. Do not attempt to to[rel or remove morl.ar fins Protruding lnto cavity.
POINTING
Prepare stone.{oint surfaces for pointing with mottar by removing dust and mortar Particles. Where
getting mortar \ras removed to depths greater than sunoundlng areas, apPly pointing mortEr in lalrers
not more than 3/8 inch deeP until a uniform depth is formed'
Point stone ioinls by placing and compacting Pointing mortar in layers nol more than 3/8 inch deeP.
ComDact each layer thoroughly and allow to become thumbprint hard before apPlying next la),er'
Toolioints, when pointing mortar ls thumbprint hard, wlth a smooth jointihg tool to produce the following
Joint prolile:
1. Joint Profile: Concave.
ADJUSTING AND CLEANING
Remove and replace stone masonry of the following description:
1. Broken, chipped, stained, or othenvise damaged stone. Stone may be repaired if methods and
results are approved by Architect'2. Defective ioints,3. Stone maBonry not matching approved samPles and mockups.4. Stone masonry not complying with othsr r€quirements indicated'
Replace in a manner that results in stone masonry matching approved samples and mockups,
comptying with other requirements, and showing no evldence o, replacemenl.
In-Progress Cleaning: Clean stone masonry as work progresses. Remove mortar lins and smears
before tooling ioints.
Final Cleaning: After mortar is thoroughly set and cured, clean slone masonry as follot \6:
A・BCDFGH
3_6ABC
37ACD
ANCHORED STONE MASONRY VENEER
04431313‐6
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Oak Brook 3●lf Club PaJo RenovaJon′Pmlect No.2018‐027
1. Remove large mortar partieles by hand with wooden paddles and nonmetallic scrape hoes or
chlsels.2. Test cleaning methods on mockup: leave one-half of panel uncleaned for compadson purposes.
Obtain Architect's approval of sample cleaning before cleaning stone masonry,
3. Protect adjacent stone and nonmasonry surfraces from contact with cleaner by covering them wlth
liquid strippable mas*ing agent, polyethylene film, orwaterproof masking tape.
4. Wet wall surfaces with water hebre applying cleaner; remove cleaner prompdy by rinslng
thoroughly with clear water.S. Clean stone masonry witr proprietary acidic clegner applied according to manufacturer's uritten
insbus{ions.
EXCESS MATERIALS AND WASTE
Excess Stone: Strack excess stone where direc'ted by Owner for Orner's use.
Excess Masonry Waste: Remove exoess clean masonry uaste that cannot be used as fill, as described
above. and other waste, and legally dispose of off Orner's property.
END OF SECT10N
ANCHORED STONE MASONRY VENEER
044313,13‐7
Oak Brook Gor Club Pa10 Renovalon′Prolect No,2018o027
SEC■ON 055213
PIPE AND TUBE RAlttNCS
PART l―GENERAL
l.l RELATED DOCUMENTS
A. Dra輌 ngs and general p●viSiOns of he Contmot,inclり ding Cene甲 l and Suppiernentary condltions an`
DMdon 01 Spe節
“
lon Settons,apply tO this sectbn.
1.2 SUMMARY
A. Sedion lnciudes:
1・ Stainless Steel pipe and tube rallngs.
2. Steel pipe●市口gs for repairs at demo∥shed guardra∥.1.3 000RD:NAT:ON
A. CoDrdhate seね don of shop pJmers幅 th tOp∞ats to be apが ied OVer them,“m口 y with pant and
coaling manuhcturers'vtttten re∞mmendalons to ensure that shop pttmers and tOpoOats are
compalble wih One anothe孔
B. Coottinate insta∥a∥on Of ancho甲 ges fOr ra∥ings,FumlSh setting d繭 頭ngs,templates,and direct:ons for
instal:ing anChOrages,inc:uding sieeve、concrete lnserヽ ,■nchor bolお ,and ltems v輌 h integ餞 :anchors,
that are to be embedded in conc鯰 撻 or masonry.Deliver such items to P"j●Ct site in ttme for
installaJon,
C. Scheduie insta∥ation so wa∥attchments are made only to∞mpleted wa:is.Do not support ra∥ings
tempom甫 ly by anソ means that do not sals●smcturai perfomance ttqulrements.
1.4 ACT:ON SUBMITTALS
A. Product Data:Forthe fol:o哺 ng:
1. Manuracturers prOduct∥nes of mochanica:ly connected ra∥ings.
2. Ral“ng brackets.
3, G「o‐ut,anchoring cement,and paint produCts.
Bo Shop lDrawings:lnclude plans,elevaliOnsl sectionsi detal:s,and atachments to other wo∥《=C_ Samples:For each type of exposed lnish required.
1. Seclions of eaCh distinctly differentlinear ralling member,including handralis,top railsi posts,and
ba!usters,including lnlsh.
2. Fittings and brackets.
D. Delegated■DeSign Submittali For ra∥ings,inOluding analysls data signed and sealed by the qualined
professlonal engineer responsible for thel「 preparation. :nclude “日nite Class“ analysis for g:azed
guardra∥s for submission to the City of chiCago Bu∥ding Depattment.
1.5 :NFORMAT10NAL SUBMITTALS
A. Oualiflcation Data:Fortesling agency.
B. VVelding certincates.
C. Product Test RelortS:Fo「pipe and tube ra湖 o9s:fOr tests perforrned by a qualiFied teslng agency,
according to ASTM E 894 and ASTM E 935.
D. Evalualon Reportsi Fo「pOst‐insta∥ed anchors,1「Om:cc‐ES`
PIPE AND TUBE RAILINCS
055213‐1
Oak Brook Gor Club PatO Renovatlon′ProieCt No 2018‐027
16 0UALITY ASSURANCE
A Welding Qualncaお ns:Qual"pr∞edures●nd"rsonne:according tO the fol:owing:
l AWS Dl llDl lM,・ Sh雌 tural We:ding Code‐Sto●:.“
17 DEL:VERY,S■ORAGE,AND HANDLING
A. Protect mechenlcal inlshes on exposed suraces frOm damage by applプ ng a Smppabb,temporary
protecive covelng befott shipping
18 FIELD COND「10NS
A Fle:d MeasuFements:VeⅢ aCtu31ほ "JOns of wa∥
s and other∞nstnldon∞nttuous v哺 th metal
fa昴
“
lons by leld measurements before fab"cauon
PART 2‐PRODUCTS
21 MANUFACTURERS
A Source umltatOns:Obtain eachぃ of ra:∥ng ttm slngle source from sing!e manuracturer
22 PERFORMANCE REQUIREMENTS
A Delegated Deslgn:Eng●9●●qual∥■d proless:ona!en9ineer,as d胡 ood in Sα ガon 014000・ Qua∥ty
Requirements,・ to design railhgs,including ttchmentto building consmabn and 91●zing pane18
B Structural Perfomanoe: Rallings, including attadhment to building ∞nstuction, sha∥ wlhstand the
effects of gr●uty loads and ttЮ fblloung load3 0nd SttDsses ttthin∥mits and under condllons lndlcated:
l Handralls and Top Ral:s of Guards:
a unm l●ed Of 50 1bf′ft(0 73 kN/m)●pp∥ed in any direcuOn.
b. Concentrated ioed of 200 1b'(0 89 kN)appl●d in any directon
c Unforln and concenmted loads●oed not be assumed to act concurently
2 inl∥of Guards:
a Concenrated!。ed of 50 1bl(0 22 kN)app∥ed h。∥20nta∥y on an area of 1 9Q 71(0093
sq m)
b lnF∥:oad and otherloads need not be assunned to ad concurently
23 METALS,GENERAL
A Metal Surraces,ceneral PЮ vide matenals ttth sm●●th surfa∝s,w lhout seam marks,roller marks,
ro∥ed tade names,stains,discoloratons,or biemishes
B Brackets,日 anges,and Anchorsi Cast orforlned metal of same type of matedal and lnish as supported
ralis unless othettse:ndicated
l ProMde type of bracket、輛h nange tapped f●「∞ncealed anchorage to threaded hanger bol and
thatpttdes l l′2 inch(38‐mm)dearanco from inside face of handra∥to lnished wa∥surrace
24 STA:NLESS STEEL
A Tubing:ASTM A 554,Crade MT 304
B Pipe:ASTM A 312/A312M,Grade TP 304
C Castings:ASTM A 743rA 743M,Grade CF 8
D Plate and Sheet ASTM A 240/A240M orASTM A 666,Type 304
PIPE AND TUBE RAILiNGS
_ 055213‐2
Oak Brook Golf Club Pato Renovalon′P""ed No.2018‐027
25 STEEL AND:RON
A Tubing: ASTM A 500(cold fOmed)o「ASTM A 513
B plpe:ASTM A田 √A53M,Type F or Type S,Grade A,Standard Weight(Schedulo 40),unless another
gttde and we:ght are required by smmral!●ads
C Plates,Shapes,and Bars:ASTM A 367A 36M
26 FASTENERS
A. GeneraL Proude the follo輌 ng:
l Ungattnized‐Steel Ra∥ings:Pleted steeifasteners compり ng面 th ASTM B 633 or′ヽSIヽ 1'1911
(ASTM F 1941M),C:ass Fe/Zn 5 for21nC COaung2. Hot‐D●Calvanized RJ∥ngs Type 304 stalnbss‐steel or hot‐dゎ 」nc‐∞ated sted rasteners
∞mp●ng mth ASTM A 153JA 153M or ASTM F 2329 for21nC COattng
3 Proude expOsed fasteners wlh inish matchlng appearance,inc:ud:ng∞:or end texture,of
rai!:ngs
4 Stainless‐Steel Ra∥ings:Type 304 stainless‐stool fasteners
B Fasleners for Anchonng R●∥ings to Oば Ю「ConsuucuOni se:ect fasteners of type,9嗜 de,and class
required to produce∞nnectons suitable for ancho雨 ng ra∥ngs to other""S Of∞nsmuon
indlcated and capablo of utthstanding design ioads.
C Fasteners for lnterconnettng Ra∥ing Components:
1. Pro∥de concea:od fasteners for interconnα ガng ra∥ing∞mponents and for amching them to
other work,unless othen■se indicated
27 MISCELLANEOuS MATER:ALS
A Weldl●9 Rods and Bare EI●∝rodes:Select according to AWS specHIcations for metal a:by welded
B Etchlng Cleanerfor Galvanized MetaL Comply:ng Mハ h MP朧5
C Calvanttng Repal「Paint High―zlnc‐dust‐content paint complメ ng面 SSPC‐Paint 20 and cornpa∥b:e
■隔 paints speclned tO be used over t
D Universal Shop P"mer Fast‐cu∥ng,lead‐and chmrnate‐free,univers●!mOd1lod‐alkyd p●mer∞mplylng
朝M MPl■79 and∞mpaJbie nh tOp∞at
l Use p"mer containing pigments that make it eas∥y disinguishable hm 21nttCh p"mer
E Epoxy Zinc‐Rich P∥mer Complプ ng面 th MP:紗 o and compauble ttth lop●oat
F Shop Pnmer fOr calvanized SteeL Pdmo「forFnu:ated for exte∥or use over 21nc●●ated metal and
compatble u湘 h inish paint systems indicated
G intemediate Coats and Topcoats:Provide products that comply Ⅷth sectlon 099123■nte"or Painung,"
Epoxy;ntemediate Coat Complyingぃ
"th MPl#77 and compalbl●
面th p●mer and tOpcoat
H Polyurehane Topcoat Comp:ylng輌 th MPI#72 and∞mpatble u∥th undercoat
l Bituminous Paint:Cold‐app∥ed asphalt emulsion●omplying、輌th ASTM D l187′D l187M
」 Nonshlnk, Nonmetal!ic Crout: Factory packaged, nonstaining, noncorosive, nongaseous grout
complying朝 th ASTM C l107′C l107M P70Vlde grout speclncally recOmmended by manufacttrer for
interior and exte∥or applications.
P!PE AND TUBE RAIL!NGS
055213‐3
Oak Br●ok Go「C!ub Polo Reno"Jon′Proiod No 2018‐027
Anchoring Cement Factory-packaged, nonshrink, nonsiaining, hydraulic+onlrolled oxpansion cement
formulation lor mixing with wster at Projecl slte lo ctoate pourable anchoting, patchirE, end grouting
compound.
FABRICATION
Gsneral: Fabdcate railings to comply wtth r€qulremsnt3 indicated for doslgn, dimsnsions, member sizeo
and spacing, d6tails, finish, and anchorage, but not l6ss than that requiEd to Eupport structuralloads.
Shop assemblo rallings to greatest extent posslble to minimize field splicing and assembly. Disessemble
unlts only as necessary for shipplng and handling limitiations. Oearly matk units for rcassembly end
coordlnated lnsEllallon. Use connections that maintaln sttuc[ral value of roin€d piaces.
Cut, drill, end punch melals cleanly and accuretely. Remow buns end 6es€ edges to a radius of
appmximately 1/32 incrr (1 mm) unlsss othorwise indicated. Remove sharp or rough areas on exposad
EUrracss.
Form work true to line and level with accurale angles ard surfaces.
Fabricete connections that ar3 exposed to ncathsr in a manner hat excludes w€16r. Ptovide weep
holeg wher€ weter may accumulate.
Cut, rBinforce, drill, and tBp as lndicaled to recel\re finlsh hardware, scre$6, 8nd slmilar ltoms.
Connections: Fabricate railings with welded connectlons unless oth6n rise indicsted.
Welded Connections: Cope components at conneclions to provide closo llt, or use fittings dosignod for
thls purpose. Weld 8ll eround at connections, including et fittings.
1. Use matsrials and mBthods that minimizs distortbn and dev€lop strsngth and conosion
re3isbnc€ of base metals.2. ObtEin fusion without undercui or o\6rlap.3. Remo\e flux immsdiat€ly.4. Ai oxposed connGctions, finish expos6d surraces smooth end blonded so no roughness shows
after finlshing and walded surface match$ conlours of adjoining surfacos.
Form Changes in Direclion aE Follottrs:1. By radius bends of radius indicatBd or by imerling prefabricaled elbow ltttings of radius indiceted.
For changss in dirsctlon made by bendlng, use llgs to produce uniform curyature for eadl rePettive
corilguration required. Malntain cro€s soctlon of momber htoughoul entire bend without buckling,
twisting, cracking, or otherwise defoming exPosad suttaces of componenB.
Close exposed ends of railing members with prefabricated end littings'
provide wall retums at ends of wall-mounted handrails unless ofierwhe indicsted. Close ends oI retums
unless clearance between end of rail and wall is 11,1 inch (6 mm) or less.
Brackets, Flanges, Fittings, and Anchors: Provide wall brackets, flanges, miscellaneous fitlings, and
anchors to inbrconnect railing membeta to oth€r r,t ork unless otherwiss indicat€d.
1. Al brackels and fittings faslened to plaster or gyPsum board Partitions, provide crush'tesistani
fillers or other means to transfer loads through wtsll finishes io str(rlural supports aM Pre\€nl
bracket or litting rotation and crushing of Bubstratg.
Provide insarE and other anchorage devices for ctnn€cting railings to concrete or masonry ! ork.
Fabrlcate anchorage devices capable ol wiihstanding loads imposed by railings. Coordinate anchorage
d€vices wifi supporilng structure.
woven-Wire Mesh lnfill Panels (Altemate bid tor Field House Guardrails Type 'A"): Fabricate intill
panels lrom noven-wke mesh crimped inlo 1 by 1/2 by 1/8 inut, (2$by-13-by-3-mm) metal channel
frames. Mske wire mash and frames from same meialas railings in which they are installed.
1. Orient wire mesh with wires horizontal and vertical.K28
A.BCDE.FG.HKLNP:PE AND TUBE RAILINCS
055213・40
Oak B700k Gdf Club Pa薔 o Renova∥on′proiect No,2018‐027
2.9 STEEL AND IRON FiNiSHES
A. Calvanized Ra∥ings:
1. Hot‐dip galvanize indicated steel ra∥ings,induding hardMaret after ttbttcalol.
21 Comply哺 th ASTM A 123rA 123M for hol‐dip galVanized ralings.
3. Comp:y輛 th ASTM A 153rA 153M for hotadip gaMln12ed hardure.
4. Fi∥νent and drain hoies that are exposed in the lnished Wo7k,unless indicated to remain as
weep h。les,byplugOing with zinc solder end l:ing ctt smoo訥`B. Fo「galvani"ed railings, pro∥de hot‐dip galVani20d 網∥ngs, brackets, festeners, lleeves, and ether
ferOus components,
C. For nongalvanized‐stee:ra∥ngs,prOvide nongalvanized feroumetal ttuings,brackets,fasteners,and
s:eevest however,ga:vanize anchors to be embedded in exterior cOncrete or masonry.
D. Preparation for Shop P∥ming:Prepare uncoated fem)us‐metal surFaces tO cOmplソ 輛衝 sSPC‐SP
刷NACE No.3,“Commercial Blast Cleaning or ssPC‐SP 3,・ Power T∞I Cleaning.・ Requirements as
indicated bobw:
1, Al:rai:ings and guardrails in Fieid House#133,Corridor 1204.East Bleachers籠 16 and ropes
course platFom outside Multi‐Purpose籠 02 and Viewing籠 03: SSPC‐sP 61NACE N。.3,
“commercial Biast Cleaning.
2. A∥other railings and guardra∥s:SSPc卜 sP 3,・ Power Tool Cleaning.E鶏 悧鵠 織 濯 鵬 ギ・潔L批 鰍 i鵬 肺 鼻紳「∥舞
painJng,Primer nled not be applied io surfacel
l. Shop prime un∞ated ra1lngs覇 th univeぃ al shop p∥mer unless indlcated or」nc.lch p∥merに
specned On Dm哺 ngs orin secuon o99123・ Interior Painting口.2: Do not apply p∥merto galvanLEd surfaces.
2.10 STAlNLESS‐STEEL FIN:SHES
A. RemOVe tool and die marks and stretch:ines,or blend into lniSh.
B. GHnd and Po∥sh Surfaces to produce unron■,direclona"yや Xtured,polished inish indiCated,free of
cross scratches,Run grain Ⅵ膚th long dimension ofeach plece,
C. Stainiess Steel丁 ubing Finishes:
1. 320‐G百 t Polished Finish:()i卜 groundl unlforrn,flne,directiona∥y textured lnish.
D. Stainless Steel Sheet and P:ate Finishes:
1, Directionai Saun Finish:ASTM A 489ノ A4801 NO`4.
E. VVhen po!ishing is completed, passivate and rinse surfaces. Remove embedded foreign matter and
!eave surfaces chemically clean.
PART 3‐EXECUT10N
3.l EXAM!NAT!ON
A. Examine plaster and gypsum board assemblies,where reinforced tO re"ive anchOrs,10 Ve∥fy that
iocations of oonoealed reinforcements are clea∥y matted for instanert Locate reinforcements and mark
:ocations if not already done.
3.2 1NSTALLAT10Nl GENERAL
A. Fit exPOSed connections to9etherto form tighti hal∥ine iointS・
B. PerforFn Cuttingl d甫 ∥ing: and ftting required for installing rallings. Set rallings accurately in iocatloni
a∥9nment,and elevation:rneasured from estab∥shed lines and leveis and free of rack.
PiPtt AND TUBE RAILINGS
055213‐5
Oak Brook Colf Club Pa饉 o Renova鮨 on′Prolect No.2018‐027
1. Do not weld, cut, or abrade surtacas ot relling components that ar6 coated or finishod aftsr
fEbricadon and thet are intended for fi€ld connection by mechanicsl or other means without
furlhsr qrtting or ffttlng.
Control of Conosion: Prevenl galvanic aclion and other forms ol conosion by insulating metals and
olher materials ftom direcl contsct wih incompelible matefials.
L Cost, with a heEvy coat of biluminous palnt, concealed surfaces of aluminum that ars in conlac't
with grout, concrete, masonry, wood, or dissimilar metals.
Adjust railings before endroriru to ensure mabt'[ng alignmenl at abutiing ioints.
Faslenlng to ln-Plac€ Constructon: Use anchoaage devlces and fasteneE wh6re necessary ior sacuring
railings and for properly trensfering loads to in-plecg construction.
lnstall reiling gates lev6l, plumb and s€cure for full op6ning wlthout interferenco.1. Attiach herdwar€ using tamper resistanl or @ncealed means.2. Adjusi hardware for smooth operation.
RAILING CONNECTIONS
Wolded Conn€clions: Use fully urelded loints for pomanGntly connscting ralllng components. Comply
wilh requiremonts for vGlded clnnections in 'Fabrication' Article whether welding is perfomod in the
shop or in the tield.
Expension Joints: lnstall expansion loints at locations indicated but not larther apart than requlred to
accommodate hermal movemont. Provid6 slipioinl intamal 816€\r€ axlending 2 inches (50 mm) beyond
ioint on eilher slde, tasten inlemal slee\re sgcurely to one 6ide, and locate ioint withln 6 irrches (150 mm)
of post.
ANCHORING POSTS
Form or core{rlll hol6s not less than 5 rnches (125 mm) de€p and 3/4 inch (20 mm) larger than OD of
posl for installlng posts ln concrete. Cloen holgs of loose material, insert posts, and llll annular space
between post and concr6t6 wilh nonshrink, nonmetalllc groul or anchoring cement, mixed and placed to
comply with anchoring malerial manufaclura/s yvritten instructions.
Leave enchoregB lolnt €xposed with anchoring material flush with adjacent surface.
Anchor posis to metal surfaces with oval flang6s, angle BD€, or floor type as required by conditions,
connocted to posts and lo mstal supporting members as follo$/s:'1. For steel plpe railings, u,eld flangBs lo post and boll to metal supportlng surfaces.
ATTACHING MILINGS
Anchor railing ends ai wall6 with round f,anges anchored lo wall construction and wElded to railing ends.
Anchor railing ends to metal surfaces with flanges bolted to metal surtaces and welded to railing ends.
Attach railings to w6ll r{dth wall bracksls, excepl where end flEngBs are us€d. Locate brackets as
indicated or, if not indicated, at spacing required to supporl structural loads. Anchor to {ully grouted
concretB mBsonry units. Min 4" smbed. Oo nol adhere directly to slone venoer.
Securs well brackets and raillng end flanges to building construction 6s follows:
'1. For concrete and solid masonry anchorage, use drillad-in expanslon shields and hanger or lag
bolls.CF33
348A
35
3.CABCDFor hollow masonry anchorage, use togglo bolts.
For steel-hamed parlitions, use toggle bolts installed through flanges of steel framing or through
concealed steel reinforcements.
PIPE AND TUBE RA:L:NGS
055213・6
Oak Br●ok Oor C!ub Pa`O Renovalon′ProiectNo.2018‐027
3.6
A.
ADJUSttlNG AND CLEANING
TouOhvp Painting:lmmediate:y after clean field welds, bolted connections, and abraded areas
re same material as used for shop painting to comply wlthof shop painl and paint exposed areas with the same material as used for shop
SSPCPA 1 requirements for touching up shoppainted surfiaces.
1, App!y by brush o「lpray tO prOvide a minlmum 2,0‐m∥(0.05‐mm)dry llm thiokneSS.
B. Calvanized Su∥濃●es:C:ean leld welds,bo:ted∞nnedions,and abraded areasl and repal『9alvani」ng
to oomllywih AsTM A 780rA780M.
C, Clean and pol●h91ass paneis.Wash both exposed suFfaCeS in“ch a腱 8 07 PtteCt nOt more than four
days before dlte schedu:ed brinspe〔ガons that es●b:ish date of Substantal completiOnt
PROTECT10N
A. Prolect finishes of railings fmm damage during oonstruction period with temporary protective coverings
approved by railing manufacturer. Remorre prolective coverirtgs at tlme of Substanlial Completion.
END OF SECT:ON
PIPE AND TUBE RAlL:NCS
055213-7
Oak Brook Golf Club Palo RenOValon′Proiect No.2018Ю 27
SECT10N 103300
'ER00LAS
PART l‐GENERAL
l.1, SECT10NlNOLUDES
A, Sh』cLral Per9ola Compone應.1.2. RE鳳 ■D SECT10NS
A・ DlvisiOn 03:Castin Pia∞cOncete:
B. DivlSiOn o9:Paint and stain lold applied ttnish.
ct Di哺 Oion 26:Electttcal work attached to or ooncealed wlthin
pergola components,
1,3. REFERENCES
A. ASTM E B4 Standard Test Method for SurFace Buming charactenstics Of Bu∥ding Mate"als.
B. ASCE710 Amencan,Ociety of CiV∥Engiheers,Minimum Desigl Loads br Bulldings and other
SmCtLJnBS,
1,4. DESiCNIPERFORMANCE REQUIREMENTS
A. Design rrlembers to wlhtand Mttdわ adsin accorancO哺 th ASC狂 710 and appllcable code.
B. Deslgn per9ola for required a:|●wable ground Snow ioad in acco“ance wlth the appiicable code,
Co DeSign p●r9ola in attrdance with applicable fre∞de and provide dab on ASTM E 84 testtng
perfomance.
1,5, ACT10N Su8M:lTALS
A. Product Datal Manufacturers data sheets on each productto be used,induding:
1. ProduCt Specincaton sheets`
2. insta:lation ins●uclions.
B. Shop Drawings:For fu∥per9ola system、inciude plans,elevalons,sections,fu11‐size details,
and attachments to other work.indicate assettbly dimenslons,loca∥ons of ttctural
memlersI∞nnectionsi site&prolect Specittc construc∥on detailsi anchorages and method
oF anChorage,and method of hSta∥ation.
c, Selectton SamplesI For each lnish produet specined,twO comptete sets of color samples
representing manuracturers fu∥range Of avallable colors.
D. Ve■lcaton Samp:es:For each lnish product specined,twO samp!es represenung adttai product
and∞lo「.E. De:egated‐Design Submittal: Fo「 Per9ola System indicated to comply with perforrnanoe
requirements and design c∥teria,provide analysis data and shop drawings signed and sea!ed
PERCOLAS
105300‐1
Oak Brook Goif Club Pa」o Renovationノ Pttect No.2018‐027
by the quaitted professiona!engineer responsiblo for heL preperarOn,Analysis tO include
column post base reacJons to ve"fy capacly of ex:IIng●●mposite slab.
1.6= QUAL:TY ASSURANCE
A. MantttachJrer oualttca∥ons:Singie souEe manttcturerfor deslgn,engineedng,struclu"
lablca」。n:and Shipp:ng.
B. ins愴 ::erQual協 瞬潤ons:Fam∥:8rWh manuradurers smchltts and installtton techniques。
1.7. DEL:VERY,STORAGE,AND HANDLING
A, A∥paは ages and pa∥ets shOutt be opened an,mspmedゎ r ndden damage upon腱
""t,A■ymissh9 or damaged cornponents shoutt be noted on he dol無 〕ry recelpt tth the"雨 er befO●
accepling the shipment.
B. Repackage∞mponents and caremily stOre:n an area protected hm the weather untiready for
insta::●∥On.
C. Handle materials so as to protectrnateFia:S=●oalings,and ttnishes during ttansporation and
insta:!ation to pttvent damage Or staining,
1.8. SEQUENCiNG
A. Ensure thatね o餞 ●9 1oca彗 。n plans and otherinfoma,on requlred forinsta∥atton oF products orthis
section are ttmished to areded ttdes in ume tO pttventintemptlon of oonstnJtton p明 ress.
B. 匡nsure ttat products ofttiS 30diOn are supp:ied toゴ 豫おd鮨 ヨdesin lme to preventintmption
Or cOnstruct:on prognss.
lβ . WARRANIY
A・ Provlde manttctuttrs wamnles,as apprOp"ate,for all pergOla∞mponents,canopy systems=
and lnish ooatngs.
1. 10 Year∞mmerci31 Warranty on Trex Per9ola ce∥ular PVC Per90:as.
PART 2 PRODUCTS
l.1. MANUFACTURERS
A. Basis oF design Manufactuttr Shctureworks Fablcalon,oXdusive manufacturer Of Trex
Pergola,which is located at:3300D∥i Srnith D「.:Fredelcksbur9,VA 22408
877.489。3064,infoOstructureworksfab。∞m,www.structurewoRsfab.com
B, Approved equal sublecttO COmp∥ance with requirements.
1_2. MATER:ALS
A. Provide pergola to the overa∥sizes and oonf19uralion indicated on the Drawings.
B. Attachment Method.
1. At●ched to host smcture composite deck at base of∞lumns using manufacturers
standard method and∞mponents fOr cOnnection tO a∞ncrete slab,MOdtt methOd and
oomponents as necessary per Delegated Design analysis.
C. Column Seleclion
PERCOLAS
105300‐2
Oak Brook Golf Club Paぜ o Renov日 ∥Onノ ProieCt N。.2018‐027
1, 日bergiass 10"x10'x8=H19h Squatt Straight c。:umn with TensionRod MOunlng
System,
D・ Beam CompOnent sl:ection。
1. 3%"X9%・ ハluminum R●infomed Ce1111ar PVC_Conflgura∥o,and overhangs as showrl
On dra"ings.
環. Ra“r ComponentSeledon_
1. 19/2"x71/4・ Aluminum Relnわ ⅢdCe∥ular Pvcr ConlburatiOn and ovettangs●s shOWn
on dmwings,
Fo Stringer cOmponent semion,
1. 1:る・ xlシ:"Sold Celiu:ar PVC.Con19uraton and overlungs as shOMm on d田 哺ngs.
G. H●潤Wa腱 :Al:exposed hardware to be stain:ess steel or aluminum.
H. Fasteneヽ and Accesso"es:Provide a∥ne16鑢 ry fasteners and accessO"es requitt forfabnca」On
and eredion_Provide rrlanufadure"standard corosion‐腱Sistanti nonstainin9,nonb:ooding Fasto16暉
and accessoHes∞mpalblewlth adiacent mateHals,
:, PЮ vide insed screens at a∥openings in peり oia l●ming。
1.3. FINiSH
A. Provide J!pettda"mponen"(∞:umnsi bearrts.ratぉ ,and st∥ngers)哺 h CObrLad Process
lnish α腱 僣ng applbd.
PART 3 EXECUT10N
l,1, EXAMiNA■ON
A, Do not begin instamat10n unli supporting mctures have been property prepared,
8. inspect existing oomposite deck tO Suppoft per9ola p∥o「lo fab∥calon.conirrn deck is in aCceptab:e
condI:on forinstanalon OF per9olai Notw ArchltectoFunSausfactory∞ndiliOns bef●●proceeding,
1.2. PREPARAT:ON
A, Ciean component surFaces衝 o"ughly plor to insta∥a∥on,
1.3. :NSTALLAT:ON
A, lnsta∥in accordance w:th manufacturers instructlons.
1. SurFace Mount on Exlsling Concrete Slabi Surface rnount units on existing concrete siab as
indicated in the instalation instructions.ConCrete Shali confom to section 03300,
2. Ancho「bo:ts for surFace rnounted units shall be accurately set using manuFacturers
:nstructions.
3. Do notinstail damaged components.
A. Metal PЮ tectioni
l. Where aluminum isin∞ntact wlh dissim∥ar metais:protects against g●lvanic aclon by
paintng contact surfaces with"ate"als recommended by manuFactuttrforthiS purpose o「
instaliing nonconductive spacers.
PERGOLAS
105300・3
Oak BrOOk Golf Ci口 b Pa∥o Renova∥onノ PrOleCt No.2018o027
2. Where a:uminum isln oDntaCt wh oonmte or"asonry,pmtect agahstcomsion by
painlng contad surttce wh bituminous paint.
B. Insta∥oomponen贖 3p:umb and me in attgnment htth酬 釧ng bu∥ding and Ooo『levois.
C∞rdinate instalblon wlth exi副 ng patio ll軸 and make necessary adiustments to ensure
proper a∥gnment Ofthe pergda and indi輛 Jual per9o:a components.
14. CLEAN:NG
A. Clean a∥SurFaces and FeStOtt any matt suraces tO Originai COnditonsas approved by the
Attim.
1・ 5, PROTECT:ON
A, Protectinstalied PrOduaS un6i compleJon of pttect.
Bt Touchup,repa貯 :o「replace damaged prOducts before Substanttal CompletOn`
匡ND OF SECT10N
PERGOLAS
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Oak Brook Gor Club Patio Renovatton′ProieCt No.2013●27
SEmO■231123
FAC:LITY NATURAL・ ●AS P:PiNG
PART l,CENERAL
l.l SUMMARY
A, 舗 錨on hdudeS:
1. Pipes,tubes,and itlngs.2 ロロng spedJues.
3. PipinO and tubingjoining matta:s4 Va:ves
5. PressuFe regu!ators
12 PERFORMANCE REQUIREMENTS
A. Minimum Opettng‐Pressure Ra“gs:
1. Piping and Valvesl 100 psi9'minlmum unless ohenMse indに ated・
2. SeP輌 ce Regulators:65 psり minlmum unlesS tthe劇 "indicated.
B. NaturalCas System peSSure輛 thin BJ“hgs less ttan O.5pぶg
l,3 ACT:ON SUBM:TTALS
A PFOduCt Data:For each、pe of productindlcated
B Shop Dmv輌 ngs: Fo「 faci:lty natu●:‐gas plping layout include plans, piping iayout arld
elovations,secttons,and detalls fOr fab"cation Of pipe anchoぃ l hangers,supports for mul鶴 ple
pipes,alignment guides,expansion jdnts ttnd i●●ps,and attachmentsヴ the same tO bulldlng
stnucture.Detaillocation of anchOrs,alignment guidesi and expansionjoints and loops
C Delegated‐Deslgn Subm tal Fo「natural‐9as piping and equipment indi●ated to∞mply wlth
離:朧 T:悪 遅:ば 層I躍 ふ]::起 :∬酬普器脳∥:器 翼1語
'daね
ggned and"Jed by he
l Deta∥fabnca∥on and assembly of selsmic restraints.
2 Design Ca:culatonsI Calculate requlrements for selettng seismic restraints
l.4 :NFORMAT:ONAL SUBM:TTALS
A Welding ce面 ncates.
B Field quality―contr●l reports
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CLOSEOUT SuBMiマ TALS
Operalon and maintenance data,
QUALITY ASSURANCE
Steel Support Welding Qual綱 Caせ ons:Qua∥fy procedures and personnel a●oording to
AWS Dl.1わ 1.lM,"Sttucturai Weiding Code‐Steel."
PIpe Welding oullmCatOn=QudiFy procedures and operators according tO ASME Boller and
Press●re Vessё i Code,
Electrical comlpOnents,Devicest and ACCessories:Listed and labeled as dttned!n NFPA 70,
by a qualiled testing agency,and l￢arked ibrintended location and applicalion・
PART 2‐PRODUCTS
PIPES=TU3FS,AND F:π lNGo
Steel Pipe:ASTM A 53′A53M,black steei,Sched●le 40,Type E or S,Grade B.
1, Ma∥eable‐!ron Threaded Fittings:ASME B16.3,C!ass 150,standard Pattem・
2. WrOught‐Steel Welding F蘭 ngs: ASTM A 234rA 234M for butt we:ding and socket
a 31柵 ・ASME田 観,gass l∞,mJLЫ e mn朝 hb“ssttЮ n seat,9Ю und口 軋
ond threaded ends.
4, Protectiヤ e Coa∥ng for undergrOund Piping:F‐actory‐applied,three‐layer ooating of epOxy,
adhesive,and PE:
a. 」oint Cover Ktts:Epoxy paint・ adhesive,and heat‐sh∥nk PE sieeves.
PiPINC SPEC!ALTIES
App∥anco FleXib!e Connectorst
l. indoo「,Fixed‐App∥ance Flexible ConnectorsI Comply wlth ANS:Z21.24.
2. hd00r,Movable‐App∥ance FleXible Connectors:Comply with ANSi Z21.69.
3. Outdoor=Appliance Flexible Connectors:Comply Ⅵ層th ANSI Z21.75.
4. Corugated staln!ess,steeltubing with polymer coating.
5. Operalng`Pressure Rating:0.5,sig.
6. End Fittings:Zinccoated steel,
7. Threaded Ends:Comply With ASME Bl.20.1.
8. MaXimum Length:72 inChes
Quick‐Disconnect Devices:Comply面 th ANSi Z21,41.
1. Copper‐a∥oy convenience ouJet and matching plug cOnnector.
2. Nitrile seals.
3. Hand operated with autOmatic shutoff when disconnected.
4. Forindoo「o「OutdOorlapp:icalions,
5. AdiuStable,retractable restraining cable.
FACiL:lY NATURAL`GAS P:PING
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2,3 JOININC MATER:ALS
A. JOini COmpound and Tape:Suitabie for natural gas.
B. Welding Fmer Melals comply with AWS D10,12ノ D10.12M for welding mateHals approp∥ate for
wJlthickness a"chemical andysis oF steel口 pe being weided.
C. Bttzing F∥ler Metals:Alby、所th meling point greater than 1000 de9 1 complying ttth
AWS A5,87A5,8M.Brazing a∥oys∞ntaining moFe than O.05 peroent phOsphoFuS are prohibited.
2.4 MANUAL CAS SHUTOFF VALVES
A. See 'underground Manual Cas shutor Valve scheduie" and 'Aboveground Manual Cas
Shutolr Valve schedule・ Articles fbr where each v●lve type is app!ied in vattous seぃ dces.
B. Ceneral Requirements for Meta∥ic va:ves,NPS 2 and Sma∥ett Comply with ASME B16.33.
1. CWP Ralno:125 psig.
2. Threaded Ends:Comply with ASME Bl120.1,
3, pryseal Threads on Flare EndsI ComplyWith ASME Bl.20.3.
4, TamperprOof Feature:Locking feature fOr vaives indicated in"Underground Manual Cas
ShutoF Valve ScheduleW and 'Aboveground Manual Cas Shutor valve Schedule“
Artides.
5. Lislng:usted and labeled by an NRTL acceptable to autho百 les having iulSdiCtion for
valves l inch and sma∥eF.
6, Servlce Mark:Valves l,lr4 inches to NPS 2 sha∥have inittals￢V00"pemanenJy
marked on valve body.
C. One‐Piecel Bronze Ba∥Valve with Bronze Trim:MSS SP…110`
1. 31dメ BrOnze,∞mplゾ ng ttth ASTM B 584.
2. Bo∥:Chrome・ plated brass.
3. Stem:BЮ nze:blowout proof.
4. Seats:Reinforced TFE:blowout prool
5. PaCking:separate packnut with adiustable_stem paCking threaded ends.
61 Ends: Threaded,laredi or sOcket as indicated in"Underground Manua:Gas Shutoff
Valve Scheduler and"Aboveground Manual Gas Shutoff Valve Schedule"Arti●ies.
7. CWP Rating:600 psig.
8. Listing:Valves NPS l and sma∥er sha∥be listed and i●beled by an NRTL acceptabie to
authorilies havingjurisdiction.
9 Servlcei Suitable For natural≦〕as service with:1″OG"indicated on valve body.
D. Twc卜 Piece,Fuil・ Port,Bronze Ba∥Valves with Bronze Tnm:MSS SP‐110.
1. 80dy:Bro,2e,∞mplying wlh ASTM B 584.
2. Ba∥:Chrome‐plated brOnze.
3. Stem:Bronzei biowout proo■
4. Seats:Reinforced TFE:b:owout pro“
5. Packingi Threaded‐body packnut design with adiustab10‐stem packing.
6. Ends:Threaded,lared, or socket as indicated in “UnderOround Manual Gas ShutofF
Valve Schedu:e"and"Above9「ound Manual Gas ShutofF Valve Scheduie"′ヽ面cles.
7. CWP Raling:600 psi9.
3. Listing:va!VeS NPS l and smalier sha∥be∥sted andiabded by an NRTL a∝eptable to
authorities having iuriSdiClion,
9. SerViCei Suitabie fOr natural-9as serVice with"WOGHindicated on valve body.
FAC:日 TV NATURAL‐GAS PIPiNG
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Tw●・Piecel Regula「Pon BrOnze Ball Valves ttth Bronze ttm:MSS SP‐110。
1. 3odメ ロron2e,∞mpl,■9 with ASTM B 584.2. 8a∥i chrOme_plated bron2e.
3. Stem:Bronze:blowout pro)i
4. Seats:Reinforced TFE.
5, Packing:Threaded‐body packnutdesign輌 th attustable‐stem packing.
6. Ends:Threaded,lared:or s∝ket as indicated in'UndergrOund Manual Cas Shutoff
Vaive Schedulず and"Aboveground Manual Gas ShutofF Valvl Schedui♂A間 oles.
7. CWP Rating:600 psig.
8, Listingi Valves NPS l and sma:ler shali be∥sted and labeled by an NRTL acceptable to
●uthol懸 es havingiunsdicuon,
9, Servicei Suitaゎ le fOr natural‐gas service with￢″OG“indicated on valve body,
Bronze Plug Valves:MSS SP・ 78.
1. Bolメ Bronzei complylng with ASTM B 584.
2. Plug:Bronze.
|. Elds: Threaded, socket, as indicated in "Underground Manual Cas Shubtt Valve
Schedule'and "Aboveground Manual Gas Shutoff Valve Schedule" Artioles,
Operator: Square head or lug $pe with tamperprcof feature where indicated.
Pressure Class: 125 psig.
Listing: Valves NPS 1 and smaller shall be listed and labeled by an NRTL aeceptable io
authorities having jurisdiction.
7. Service: Suitable for naturalgas service with IArOG'indicated on valve body,
Valve Boxes:
1. Cast-iron, two-seclion box.2, Top section wittr co\rer with "GAS" lettering.3. Bottom section wtth base to fit over wlve and banel a minimum of 5 inches in diameter.4. Adjustable castJron extenslons of length requlred for deph of bury.5. lnclude tee-handle, steel operating wrench with socket end fifting valve nut or flat head,
and with stem of length required to operate valrre.
PRESSURE REGULATORS
General Requirements:
Single stage and suitable for natural gas.
Steel jacket and corssion-resistant components.
Elevation compensator.
End Connections: Threaded for regulators NPS 2 and smaller.
Line Pressure Regulators: Comply with ANSI 721.80.
1. Body and Diaphragm Case: Casl iron or die-cast aluminum.
2. Springs: Znc-plated steel; interchangeable.
3. Diaphragm Plate: Zinc-plated steel.
4. Seat Disc: Nitrile rubber resistant to gas impurities, abrasion, and deformation at the
valve porl.
Orifi ce: Aluminum; interchangeable.
Seal Plug : U ltraviolet-stabilized, mineral-fi lled nylon.
Single-port, self-contained regulator with orifice no larger than required at maximum
pressure inlei, and no pressure sensing piping extemalto the regulator.
Pressure regulator shall maintain discharge pressure setting downstream, and not
exceed 150 percent of design discharge pressure at shutoff.
FAC:LilV NATURAL‐GAS PIPING
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Oak Brook Golf Club Palo Renova∥on/Pttect No.2013‐027
9. Overpressule Protectlon Dttce:Fo●ory mOunted on pressure口 gulato「
10 A価 osph面 O vent Factory or ie!dlnsta∥ed, stain:ess‐steol screen ln opening if not
connected to vent piping
C App∥ance pressure Reguhtorsi Co,plv輛 h ANS:Z2113
l Body and Dlaphragm Case:Di●casl a:uminum.
2. Sp∥ngs:ZInc・ plated steeL interchangeable,
3 0bph"り m Plate:Zinc‐plated sね 01.
4 Seat Dtt Nittle mbber
5. SeaI Plug:U肺 ∥。let‐Stabl:12ed,mineml綱 l●d nylon.
6 Fadory‐Applled日 nsh Minmum thぬ e_hゝ 耐pO:yester and POlyurethane palnt i面 sh
7. Regulato「may include vent∥m∥ng device,instead of vent connedon,r apprOved by
outhomes haunglun3diCuOn
PART 3‐EXECUT:ON
31 0UTD∞RP:PING INSTALLAT:ON
A Comply vnth the lntematonal Fuel Cas Code forlnstanaoOn and purging Of natuml‐ges plplng
B. :nsla∥underground,nattlral‐9as plping buned atleast 36 inches below inlshed Orade Comply
wlth requirements in Section 312000・ Farth Moving"for excava∥ng,詭 nching,and backn:∥ng.
1. 「nattreLgasロ ロngに hsla:led!ess than 36 hches below inthed 9fade,摘 sta∥th
contal口 ment conduit.
C lnsta∥underground,PE,natura:‐9as piping accoding to ASTM D 2774
D Steel Piping wlh Prote面 "Coaung:
l Apply,Olnt∞ver k引 にto pipe afterjoining to cove■se3L and protectioints
2 Repalr damage to PE coatlng on pipe as recommended in wnlng by protectⅣe coatlng
manufacturer
3 Replace pipe haung damaged PE∞aing with new pipe.
E Copper Tubing MЛ th Protective Coaung:
よ 龍::1魂 需Fllド :霧 鶴:『:P轟鷲熱]鷺 」鰹嗣11綿 hg by pdediw coaung
manufacturer
F insta∥ntings fOr changes in direclon and branch connectionS
32 1ND00R PIPING INSTALLAT!ON
A Comply呻 th the lntemalonal Fuel Cas Code forinsta∥300n and purOing of rtatural●as piping
E紳
I野
朧 ∥脚 顆 麒
FACILlTY NATURALCAS':PING
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Oak Brool< Golf Club Patio Renovation / Project No. 2018{27
C. Anenge for pipe spaces. chases, slots, sleeves, end openings in building sfrr.rcture during
progress of construction, to allorrv for mechanical installations.
D. lnstall piplng in concealed locations unless othenrvise indicated and exoept in equipment roorns
and service areas.
E. lnshll piping indicated to be exposed and piping in equipment rooms and seMce areas at right
angles or parallel lo building ualls. Dlagonal runs are prohlbited unless speclfically indicated
othemise.
F. lnstall piplng above accesslble ceillngs to allow sufficlent space for celllng panel removal.
G. Locate mlves for easY aooess.
H. lnstrall natural-gas piping at uniform grade of 2 percent down toward drip and sediment traps.
l, lnslall piping free of sags and bends'
J. lnstall littlngs for changes in directlon and branch connections.
K. Verify final equipment locations for roughingjn.
L. Comply wiih requirements in Seotions specifying gas-fired appliances and equipment for
roughing-in requirements,
M. Erips and Sediment Traps: lnstall drips 4. Polnts wh9re. condensate may collect, including
service.meter outlets. t-o6ate where accessibie to permil cleaning and emptying. Do not install
where condensate is subiect to freezing'
1. Gonstruct drips and sediment trraps using tee fitting with bottom outlet plugged or capped.
Use nipple a minimum length of 3 pipe diameters,.but.not less than 3 lnches long and
sam" iiLe as connected plpe. lnsiallwifr space below bottom of dtip to remove plug or
cap.
Extend relief vent connections for seMce regulators, line regulators, and overpressure
proiection devices to outdoots and terminate vrith weatherproof vent cap.
Conoeal pipe installations in walls, pipe sp?ces, utility spaces,. above ceilings, below grade or
floOrs, and ln floor channelS unless indicated to be exposed to vieW.
Use eccentric reducer fittings to make rcductions in pipe sizes. lnstall fittings with level side
down.
Connecl branch piping from top or slde of horizontal piping'
lnstall unions in pipes NPS 2 and smaller, adiacent to each valve, at final connection to each
piece of equiPrnent.
Do not use naturalgas piping as grounding electrode.
lnstall strainer on inlet of each line-pressure regulator and automatic or elec,lrically operated
valve.
lnstall sleeves for piping penetations of walls, ceilings, and floors. Cgmply with requiremenB for
sleeves specified in Seltion 230517 'Sleeves and Sleeve Seals for HVAC Piping''
FACILITY NATURAL-GAS PIPING
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3.3
A.
lnstall sleeve seals for piping penetrations of concrete walls and slabs. Comply wlttr
requirements for sleeve seals specified in Section 230517'Sleeves and Sleeve Seals for HVAG
Piping."
lnstall escutcheons for piping penetrations of ualls, ceilings, and floors. Comply with
requirrments for escutcheons specified in Section 230518 'Escutcheons for HVAC Piping.'
VALVE INSTALI.ATION
lnslall manual gas shutoff valve for each gas appliance ahead of comrgated stainless€teel
tubing or sopper connector.
lnstall underground valves with talve boxes.
lnstall regulators and overpr€ssure prolection devices with maintenance acoess spaoe
adequate for servicing and tesflng.
lnstallearthquake valves aboveground outside buildings aocording to listing,
lnstall anode for metallic valves in underground PE piping,
PIPING JOINT CONSTRUCTION
Ream ends of plpes and tubes and remove burs.
Remove scale, slag, dirt, and debris from inside and outside of pipe and fittings bebre
assembly.
Threaded Joints:
1. Thread plpe with tapered plpe threads complying with ASME 81'20'1.
2. Gut threads full and clean using sharp dies.
3. Ream threaded pipe ends to remove buns and rGstore full inside diameter of pipe.
4. Apply appropriate tape or thread compound to extemal pipe threads unless dryseal
threading is specilied.
O. Damaged Threads: Do not use pipe or pipe flttings with threads that are conoded or
damaged. Do not use pipe sections that have cracked or open welds.
Welded Joints:
1. Construct joinis according to AWSD10.12ID10.12M, using qualified processes and
weldlng operators.
2. Bevel plain ends of steel PiPe.3. patch iactory-applied protective coating as recommended by manufacturer at field welds
and where damage to coating occurs during construction.
Brazed Joints: Construct joints according to AWS's 'Brazing Handbook.' 'Pipe and Tube"
Chapter.
Flared Joints: Cut tubing with roll cutting tool, Flare hJbe end with tool to result in flare
dimensions compllng with SAE J513. Tighten finger tight, then use wrench. Do not overtighten.
FAClL:TV NATURAL‐GAS PIPING
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Oak Brook Golf Club Patio Renovation / Prdect No. 2018{27
G, PE Piping Heat-Fusion Joints: Clean and dry joining surfaces by wiping with clean cloth or
paper towels. Join according to ASTM D 2557.
1. Plain-End Pipe and Fittings: Use butt fusion.
2. Plain-End Pipe and Socket Fittings: Use socket tusion,
3.5 HANGER AND SUPPORT INSTALLATION
A, lnstall seismic restraints on piping. Comply $rlth r€quirements for seismic-reslraint devices
specifled in section 230548 l/ibration and seismlc controls for HVAC."
B. Comply with requirements for pipe hangers and eupporb specified in Section 230529 "Hangers
and Siipporb for HVAC Plping and Equipment'"
C. lnstall hangers for horizontal steel piping with the following maximum spacing and minimum rod
sizes:
1. NpS 1 and Smaller: Maximum span, 96 inotres; minithum rod size, 3/8 inch.
2. NPS 1-114: Maxlmum span, 108 inches; minimum rod size, U8 inch'
3. NpS 1-1l2 and NPS 2: Maximum span, 108 inches;minimum rod slze,3/8lnch.
D, lns6ll hangers for horizontal, conugated stainless-steel tubing with the following maximum
spacing and minimum rod sizes:
1. NPS 3/8: Maximum span,48 inches; minimum rod size, 3/8 inch'
2. NPS 1/2: Maximum span, 72 lnches; minimum rod size, 3/8 inoh'
3. NpS 3/4 and Larger: Maximum span, 96 inc*res; minimum rod size, 3/8 inch.
3.6 CONNECTIONS
A. Connect to utility's gas main according to utilitt's procedures and requirements'
B, lnstall naturalgas piping electrically continuous, end bonded to gas 3ROliance equipment
grounding condluctoi of the circuit powering the appliance according to NFPA 70'
C. lnstall piping adjacent to appliances to allow service and maintenance of appliances.
D. Connect piping to appliances using manual gas shutofi valves and unions. lnstall valve within
72 inches of'each' gas-lired apftiance and equipment. lnsta]l union between valve and
appliances or equiPment.
E. Sediment Traps: lnstall tee fifting with capped nipple in bottom to form drip, as close as practical
to inlel of each aPPliance.
9.7 LABELING AND IDENTIFYING
A. Comply with requirements in Section 230553 'ldentification for HVAC Piping and Equipment'for
PiPing and valve identification'
B. lnstall detectable warning tape directly above gas piping, 12 inches below linished grade,
except 6 inches below subgrade under pavements and slabs'
FACI LITY NATU RAL.GAS PIPING
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3.8 F:ELD QUALiTY 00NTROL
A, Test inspect,and purge naturai gas accordlng the intemaJonal Fuel Cas Code and authorilies
havingiuttSd:CtiOn.
B. Natura卜 gas plping wi∥be considered defeclive ifit dOes not pass tests and inspeclions.
C. Prepare test and inSpecJon reports.
3.0 0UTD00R P:P:NG SCHEDULE
A. UndergrOund natura卜 gas piplng sha∥be one ofthe fo∥●面ng:
1.PE口 pe and囀 価ngsidned by heatfudoni settce‐line dsers wih tracer wire teminated h
an accessib:e location.
2. Ste●l pipe with urought‐steel輌 ∥ngs and“lded jOints,Coat pipe and fmngs with
prolo面 ve∞ating fOr steel piping.
3. Annealed‐temper copper tube■月th wrought‐copper Flttings and bm2ed jOints.Coat pipe
and nttings wim prOtective coa∥ng for coppertubing.
B, Aboveground natural‐gas piping sha∥be one of he follo哺 ng:
1. Sted pipe mm maleable‐iron llngs and thttadediointS・1瀧 轟出棚::闘 習器i概 躍器 臨gs att bmzettdnt
c. Containment Condun:steel pipe、Mth wrought‐steel i∥hgs and welded iointS・ 00at pipe and
輌ttings with protective coalng for steel piping.
3110 :ND00R PIP:NC SCHEDULE
A TNe翻 滸脇協肥満淵搬鼎肥肥I柵 叫
B. Abovegroun口 ,dにtribu∥on piping shall be one ofthe fo∥owi191
1, Steel pipe with ma∥eable―i『On nttingS and threadediointS,
2. Steel pipe with w「Oughl‐stee!1憤 ings and welded iointS・
c. undergrOund,below bu∥din9,p:ping sha∥be one of me fo∥oWing:
1, Steel pipe with maneablelron lttings and threaded lointS,
2. Steel pipe with wrought・ steel nttingS ald、″e:ded iOints.
Do Containment COnduit Steel pipe wnh w「Ought―steei lttings and welded iointS・ COat pipe and
lttings with protective coatin9 1br steel piping.
E. Containment Conduit Vent Pipingi Steel pipe with ma∥eableLiron nttingS and threaded or
wrOughLsteel it∥ngs with weldё d ioints coat underground pipe and l鼈 ings with protective
coating for steel piping.
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3.1l ABOVECROUND MANUAL CAS SHUTOFF VALVE SCHEDULE
A, Valves for pipe sizes NPS 2 and smaller at sewice meter shali be one orthe f01o哺 nl:
1.One‐p峰
"ハ
rOnze bJl vり Ve witt bronze t甫 mt
2.Two‐pIBce,fロ トpo■l bron20 bJi VaWes輛 th bronze trim.
3. Bron23 plug valve.
B. Distribulion piping valves for pipe sizOo NPS 2 and smaller shal:be one ofthe ibllcw哺 ng:
1, One‐Pi●ce・ bronze ba∥valve、″性h bronze tttm.
2, TWO‐piece,full port,bronze b●∥valVes輛 th bron2eい m.
3. BrOnze plug valve.
C, Vaives in branch piping for single appllance shall be one ofthe folio哺 ng:
1.One‐pieCe,bronze ba∥valve輛 th bronze trim.
2. TWO・ plece,ful‐pot brOnze ba∥valves哺 th bronze ttm.
3. Bronze p!u9vaive・
END OF SECT:ON 231123
FAC:LITY NATURALGAS PiP:NG
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THiS PACE LEFT BLANKlNTENT:ONALLY
FACiLllY NATURAL‐GAS PIP:NG
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SECT,ON 200500
00MMON WORK RESuLTS FOR ELECTRICAL
PART l‐C=NERAL
l.l RELATED DOCUMEⅢSA. Dra幅 nos an1 0ene“l prぃだslons oFthe Conmct,induding Oengal and supplementary COndilons and
Divislon 01 SpeCncatOn sectioFtSi apply to this seclion.
12 SuMMARY
A, Sedion indudes:
1, Elettcal eq口 ipment ooordination and insta!iation.
2, Sieeves for raceways and cables.
3. Sleeve sea!s.
4. GЮ ut.
5。 Common electlcalinstallaton requirements.
1.3 DEFINIT10NS
A` EPDM:Ethゾ ene‐proPylene‐diene terpoiymer rubben
B, NBR:Acryloni籠 1●‐butadiene rub賦 嘉
1.4 SUBMITTALS
A, Product pata:For sieeve se●ls.
1.5 C00RDINAT10N
A. Coordinate arrangement,口 ounting・ and support Of electrical equipment:
1. To a∥ow maximum poss:ble headroom unless sp〔発nc mOun∥ng heights hat redu●e headroom
are ind:cated.
2. To provide for ease of disconneding the equipment、Mth minimum interference to other
instailatons.
3. To a∥ow right of vtty for piping and condul insta∥ed at required slope.
4, SO cOnnecling raceways, cables喘 111 be clear of obstruclions and of the working and access
space of tter equIPment.
B. Coordinate insta∥atlon of required support:ng deuces and set sieeves in cast‐in‐place ∞nccte,
masonry wa∥si and other smctumi components as they are constructed.
C. Coordinate sleeve selection and application with seiection and application of flrestopping speciled in
Division 07 Section"Penetralion Firestopping.","
PART 2‐PRODUCTS
2.l SLEEVES FOR RACEWAYS AND CABLES
A, Steel Pipe Sieeves: ASTM A 53′A53M:TpeE,Grade 3:Schedule 40,ga:vanized steei,pialn ends,
B. Cast‐lron Pipe Sleeves: Cast or fab∥cated“wall pipel“equlvalent to duc∥le_iron pressure plpe:with
p:ain ends and integra!waterstop=unless otherwise indicated,
C. Sieeves for Rectangular《)penings: Galvanized shlet steel.
1. Minimum Metallhickness:
COMMON WORK RESULTS FOR ELECTRICAL
260500‐1
2.2
Oak Brook Go「Club PaJo Renovatlon′ProJect No.2018‐027
d. For sleeve cross-section rectangle perimeler less than 50 inches and no side more than 16
inches, thickness shall be 0.052 inch.b. For sleeve crogs-section reciangle perimeter equal to, or more than, 50 inches and 1 or
more sides equalto, or more than, 16 inches, thickness shall be 0.13E inch.
SLEEVE SEALS
Description: Modular seating device, designed for lisld assembly, to fill annular space between sleeve
and raceway or cable.
j. Manufacturers: Subject to complianoe with requiremenls, prpvide products by one of the
follow{ng
a. Advance Products & SYstems,lnc'b. Calpico,lnc.c. Metraflex Co.d. PiPeline Sealand lnsulator, lnc.
Z. Sealing Elements: EPDM NBR interlocking links shaped to fit surface of cable or conduit.
lnclude type and number required for matetial and size of raceway or cable.g. Pressure Plates: Plastic, Carbon steel. lnclude two for each sealing element.
4. Connecting Bolts and Nuts: Carbon steel with corrosion-resistant coating of length required to
secure pressure plates to sealing elements. lnclude one for each sealing element.
GROUT
A. Nonmeta∥ic,Sh∥nkageLReSiStant erout: ASTM C l107i factoryゃ ackaged,nttmela∥ic ag97■ate
gmut,noncoわ oiVe,口 onStahh9,mixed tth water to condstency sul●Ыe for applにolon and a 30‐
minute working ttme.
PART 3‐EXECUT10N
3.1 00MMON REQUIREMENTS FOR ELECTR:CAL:NSTALLAT10N
A, Comply Ⅵ月th NECA l,
B. Measure indiCated mounlng heights to bottom Of unk for suspended items and to center of unitfor wal‐
mOunung itemS.
C. Headroom Maintenance: if mounlng heights or other loca∥on critela are not indicated,arange and
hsh∥∞mponenお and eqdlment b proⅥdё ma輝 mum posttbに headrOOm consistent tth these
requirementS・D記 朧 電q脚 淵 ‰鷲鷺ぶ椰 甲 繹 鳴鱗 瑞 電器 :網 鰍
diScOnnecung Wlth minimum interFerence wnh c
E. Right ofWay: Give to piping systems insta∥ed at a required slope.
3.2 SLEEVE INSTALLAT10N FOR ELECTRiCAL PENETRAT10NS
A. EttctriCal penemlons occur when ra"YyS,Cabに S penetrate concrete dabs,concrete or masonry
walls, or fire-rated floor and wall assemblies.
Concrele Slabs and Walls: lnsiall sleeves for penetrations unless coredrilled holes or formed openings
are used, lnstall sleeves during ereclon of slabs and walls.
Use pipe sleeves unless penetration anangement requires rectangular sleeved opening.
Fire-Rated Assemblies: lnstall sleeves for penetrations of fire-rated floor and wall assemblies unless
openings compatible with firestop system used are fabricated during construction of floor or wall.
COMMON WORK RESuLTS FOR ELECTRiCAL
260500-2
A.
B.
C:
D.
Oak Brook Golf Club Patio Renornation / Project No. 2018-027
E. Cut sleeves to length for mounting flush tlitt both surfaces of uralls.
F. Extand sleeves installed in floors 2 inches above finished floor level.
G. Size pipe sleeves to provide 1/4-inch annular clear space between sleere and raceway or cable, unless
indicated otherwlse.
H. Seal spaoe outslde of sleeves with grout for penetrations of concrete and masonry
1. Promptly pack grout solidly between sleeve and wall so no voids remain. Tool exposed surfacee
smootfr; protect grout whlle curing.
l, lnterior Penetratlons of Non-Flrefiated Walls and Floors: Seal annular space betyraen sleeve and
racgway or cable, uslng Joint sealant appropriate for size, depth, and lopation of joirtL Comply witr
requirements ln Divlsion 07 Section loint Sealants.n.
J. Fire.Rated.Assembly Penetrations: Maintaln indicated fire rating of ualls, partitions, ceilings, and floors
at raceramy and cable penetrations. lnstall sleeves and seal raoeway and cable penebation sleeves with
firestop materials. Comply wift requirements in Division 07 Section'Penetration Firestopping.'
K, Aboveground, Exterior-Wall Penetrations: Seal penehations using steel pipe sleeves and mechanlcal
sleeye seals, Select sleeve size to allow for f-inch annular clear space between pipe and sleeve for
installlng mechanical sleeve geals.
L. Underground, Exterior-Wall Penetratlons: lnstall cast-iron pipe sleeves- Size sleeves to allowfor f -inch
annular clearspace between Bceway or cable and sleeve for installing mechanical sleeve seals.
3.3 SLEEVE-SEAL INSTALUTION
A. lnstall to seal exterior wall penetrations.
B, Use tlpa and number of sealing elements recommended by manufacturer for raeuay or cable matedal
and size. Position raoewey or cable in center of sleeve. Assemble mechanlcal sleeve seals and install
in annular spaec between raceway or cable and sleeve. Tighten bolts against pressur€ plates that
cause sealing elements to expand and make watertight seal.
3"4 FIRESTOPPING
A. Apply firestopping to penetrations of fire+ated floor and r,tmll assemblies for electrical installations to
restore original fire-resistance rating of assembly- Firestopping materials and installation requirements
are specified in Division 07 Section 'Penetration Firestopping.'
END OF SECTION
COMMONヽ ″ORK RESULttS FOR ELECTR:CAL
260500‐3
Oak Brook●or Club PatO Renovation′ProieCtNo.20186027
SEC70N 260519
LOWご VOLTAGE ELECTRiCAL POWER CONDuC70RS AND CABLES
PART l‐GENERAL
l.l RELATED DOCUMENTS
A. Dttwings and generai provision8‐Of the COntract,inciuding ceneral and supplementav
Conditions and DiviSiOn ol Specttcalln Sattons,apply tO this Setton.
1.2 SUMMARY
A. This Section inoludOs thef010Mng:
1. Bu∥ding v哺 res and cables rated 600 V and less.
2. Connectors,splicest and te■面ina∥ons rated 600 V and less.
3. S:eeves and s:eeve sea:s fbr cables.
1.3 DEFINIT:ONS
A. EPDM:Ethメ ene‐prOpylene‐diene terpol口 or rubben
B. NBR:Acrylon抽 甫le・ butadiene rubber!
1,4 SUBMITTALS
A, PrOduct Data: For each type of productindlcatedj
B. QlaincatiOn Data:Fo「tes∥ng agency.
C. Field qualityecontrol test reports.
1`5 QUALrTY ASSURANCE
A. Electricai Components,DeMces`and Accessoles: Listed and labeled as delned in NFPA 70,
Artici●100:by a testing agency acceptable to authOd∥eS having iu∥SdiCtion,and marked for
intended use.
B. Comply with NFPA 70.
116 C00RDlNAT10N
A, Set sieeves in cast・ in・ place concrete,masonry wal:s,and other structural components as they
are constructed.
LOW‐VOLTAGE ELECTRiCAL POWERCONDUCTORS AND CABLES
260519‐1
Oak Brook 00r C!ub PatiO RenOvatわ n′Proiect No.2018‐027
PART 2‐PRODUCTS
2.l CONDUCTORS AND CABLES
A. Manufacttrers:SubieCt t0 00mpliance哺 th requirements`provide p●ducts by one of he
foliOM"ng:
1. Alcan Produtts Corporalon:Alcan Cabie Dlusion.
2. AmeHcan insulated Wire Corp.:a LP哺 ton Company`
3. Ceneral cable Corp●鮨lon`
4. Senator wine a Cable cOmpany.
5t SOuth哺 re"mpany.
B, Copper ConductorsI Comply with NEMA WC 70,
C. COnducto『in3●latiOn:Complywith NEMA WC 70forTypes THw THHN‐THWN,
2.2 CONNECTORS AND SPLiCES
A. ManuracturersI SubleCt tO COmp∥ance潮 th requirements,provide products by one of the
fo:lowing:
1. AFC Cab:e Systems,in●.2. Hubbeil Power Systems,lnc,
3, 0‐Z/Cedne,ECS Elettcal GDup LLCヽ
4. 3M:E10山 セ●:PrOducts Dlvision.
5。 Tyco E:ectmnIOs Corp.
3. DescttpJon:Fadory‐fabHcated oonnectors and splices of size,ampacity口 ∥ng,mate」a:,type,
and class for appl10alln and seぃ dce indicated.
2.3 SLEEVES FOR CA3LES
A. Steel pipe sleeves:ASTM A 53rA 53M,Type El Grade B,Sched口 le 401 9olvanized steel,plain
ends.
B. CaStlron Pipe SleevesI Cast orfablcated"wa∥pipe,"equivalent tO duclle■ron pressure plpe,
with plain ends and integral waterstop,uniess othenMse indicated.
co Sleeves for Rectangular Openings: Ga:vanized sheet steel観 th minimum O.052‐o「0.138‐inch
thickness as indicated and oflength to suit application.
D. COOrdinate sieeve selectiOn and app∥cation with Selection and app:ica∥On of ttrestopping
specined in Division 07 Section nPenetration Firestopping."
2.4 SLEEVE SEALS
A. Manufacturersi SutteCt tO∞mpliance wlh requirements,prOude products by one of he
rOiic円 輌ng:
1. AdvanCc Products 8t Systems,lnc.
LOW」VOLTACE ELECTRiCAL POWERCONDUCTORS AND CABLES
260519-2
3.1
3.2
oak Br。。k Golf Club Pa∥o Renovalonノ PHtteCt No.2010‐027
2. Calpico, lnc.3. Metraflex Co.4. Pipeline Sealand lnsulator, lnc.
Description: Modular sealing device, designed fOr lield assembly, to fill annular space between
sleevi and cable.
1. Sealing Elements: EPDM NBR interlocl6ing links shaped to fit surhe oJ cable or condult.
lnclude type and number required for rnriterial and size of naceway or cable.2. Pressure Flates: Plastic, Carbon steel. lnclude two foreach sealing element.3. Connecting Bolts and Nuts: Carbon steel with conosion-resistant ooating of length
required to secure pressure plates to sealing elements. lnclude one for each sealing
elemenl.
PART 3‐EXECUT:ON
CONDUCTOR MATERlAL A'PLiCAT:ONS
Branch CircuitsI Copper. sOlid for No,10 AWG and smalle■stttnded for No.8 AWG and
iarger,
CONDUCTORINSULAT10N ANO MULT:CONDUCTOR CABLE APPLICAT:ONS AND WiR:NGMETHODS
ExpOsed BranCh Circults,:nc!uding in CmJspaces: Type THHN=TttN.single conductors in
mcewy.
Branch circuお COncealed in Ceilings, walis, and Parti∥ons: Type THHN‐THWN: Singie
conductors in raceway.
Class l Contro:Cittuns:Type THHN‐TttNlin raceway.
Ciass 2 ContrOI Circuitsi Type THHN‐THWNlin raceway.
:NSTALLAT10N OF CONDuCTORS AND CABLES
Conceal cables in lnished wallS,Ceilingsl and loors,unless otherwise indicated.
use manufacturer―approved pu∥ing compound or lubricant where necessary:compound used
must not deteJorate conductor or insulalon.Do●ot exceed manufacturers re∞mmended
maxirnlm pu∥ing tensions and sidewal!pressure values.
use pulling means,including lsh tape,cablel rope,and basket‐weave wireノ cable grips,that V哺 ∥
not damage cab:eS orraceway.
:nstall exposed cables Para:lel and perpendicular to surfaces of exp●sed structura!members,
and fo∥ow surface contours where posSible.
SuppOrt cables according to DlliS10n 26 Section∥Hangers and Supp●rts fOr Electricat Systems.“
LOW‐VOLTACE ELECTRICAL POWERCONDUCTORS ANp_cABLES
260519-3
3.3
B.
C.
D.
3.4
Oak Brook Co「Ciub Patlo Renovalon′Proiect No,2018‐027
F.ldentify and color-code conductors and cables according to Division 26 Section 'ldentification
for Elec{rical System s.'
CONNECTIONS
Tighten elefiical connectors and terminals according to manufacturefs published torque-
tightening ralues. lf manufacture/s torque values are noi Indicated, use those specified in
UL 486A and UL 4868.
Make splices and taps that are compatible with mnductor materialand lhat possess equivalant
orbetter medtanical strength and insulation ratings than unspliced conductors.
'1. Use oxide inhibltor in eacfi splice and tap mnduc,tor for aluminum conduclors.
Wiring at OuUets: lnstall conductor at each outlet, with at least 6 inches of slack.
SLEEVE INSTALLATION FOR ELECTRICAL PENETRATIONS
Coordinate sleeve selection and application with selecfion and application of firestopping
speclfied in Divtsion 07 Sectlon "Penetration Firestopping.'
Concrete Slabs and Walls: lnstall sleeves for penetnations unless core-drilled holes or formed
openings are used. lnstall sleeves duing erection of slabs and walls.
Use pipe sleeves unless penehation anangement requires rectangular sleeved opening.
Rectangular Sleeve Minimum Metral Thlckness:
1. For sleeve rectangle perimeter less than 50 inches and no side greater than 16 inches,
thickness shallbe 0.052 inch.
2, For sleeve rectangle perimeter equal to, or greater than, 50 inches and 1 or more sides
equal to, or greater than, 16 inches, thickness shall be 0.138 inch.
Fire-Rated Assemblies: lnstall sleeves for penetrations of fire-rated floor and wall assemblies
unless openings compatible with firestop system used are fabricated during construction of floor
orwall.
F. Cut sleeves to length for mounting flush with both wall surfaces'
G. Extend sleeves installed in floors 2 inches above finished floor level.
H. Size pipe sleeves to proyide 1/4-inch annular clear space between sleeve and cable unless
sleeve seal is to be installed.
L Seal space outside of sleeves with grout for penetrations of concrete and masonry and wiih
approved ioint compound for glpsum board assemblies.
J. lnterior Penetrations of Non-Fire-Rated Walls and Floors: Seal annular space between sleeve
and cable, using joint sealant appropriate for size, depth, and location of joint according to
Division 07 Section "Joint Sealants."
LOW‐VOLTACE ELECTRICAL POWERCONDUCTORS AND CABLES
260519‐4B.
C.
3.5
Oak Bmok Golf Club Patio Renoretion / Project No,2018-027
K, Fire.Rated-Assembly Penetrations: Maintain indicated fire rating of walls, parlitions, ceilings,
and floors at cable penetretions, lns.tall sleeyes and seal with firestop materials actnrding to
Division 07 Sestion'Penehatlon Firestopping."
L. Roof-Fenehalion Sleeves: Seal penetration of individualcables with flexible boot-type flashing
units applied in coordination with roofing work.
M. Aboveground Extedor-Wall Penerations: Seal penefations using sbeves and mechanical
sleerrp seals. Size sleeves to allow for f -inch annular clear spaca between pipe and sleeve for
installing meohsnical slseve seals.
N. Underground Exterior-Wall Penetrations: lnstall cast-lron "unll pipes" for sleeves. Size sleeves
to allow for 1-inclr annular clear space between cable and sleeve for installing mechenlcal
sleeve seals.
3.6 SLEEVE.SEAL INSTALLATION
A. lnstalltosealundergroundexterior-wallpenetrations.
B. Use type and number of sealing elements reoommended by manufacturer for cable material
and size. Position cable in center of sleeve. Assemble mechanioal sleeve seals and install in
annular space between cable and sleeve. Tighten bolb against pressule plates that cause
sealing elements to expand and make wateriightseal,
3.7 FIRESTOPPING
A. Apply firestopping to eles,trical penetratlons of fire-rated floor and wall assemblies to restore
original fire-rcsistance rating of assembly according to DiMsion 07 Section "Penetration
Firestopping.'
1. Perform each visual and mechanlcal inspection and provide meggar test of service
entrance and feeder conductors
B. Remove and replace malfunctioning units and retest as specffied above.
END OF SECT10N
LOW‐VOLTAGE ELECTR:CAL POWERCONDUCTORS AND CABLES
260519‐5
1.2
Oak Brook Gor Club Patio RenovatiOnノ ProleCt No。2018‐027
SECT:ON 200526
GROUND:NG AND BONDING FOR ELEC¶RiCAL SYSTEMS
PART l‐GENERAL
1.3
A.
B.
3五 ∥1焉 isttg譜 鷹J実 鮮蝿[需 Lgnt見 棚“
d'hdudn9 Cenett and Sup口 ementaヮ
s,apply to this sectioni
SUBMITTALS
Product Data:For eachぃ of prOductindiCated.
OperaJon and Maintenance Data: For grounding to lnclude the fo∥oMng in emerge,cy=
operalion,and maintenな いCe manuals:
1. :nstruttons for"●odic t田 薔ng and ins鮮 期日On of grounding Features at Orounding
connections for separately derived systems based on NFPA 70B.
a, Tests sha∥be to determine r grOund resistance orlmpedance va:ues remain wlthin
splcifled maximums,and insttudions sha∥reconlmend oo日 ℃κttive aclion if they do
not.
b. Indude recommended testing inteMis.
OUALITY ASSURANCE
E:ettcal Cormponents,Devices,and Accessoles: Listed and iabe:ed as dettned:n NFPA 701
Art:de 100, by a tesung agency acceptable to autho百 ties having iu∥Sd:Cliont and maFked fOr
intended use.
Comp:y with UL 467 fo「grounding and bonding mate∥a:s and equipment`
A,
2.1
PART 2-PRODUCTS
CONDUCTORS
lnsulated Conductors: Copper wire or cable insulated for 600 V unless otherwise required by
applicable Code or authorities having jurisdiction.
Bare Copper Conductots:
1. Solid Conductors: ASTM B 3.
2. Stranded Conductors: ASTM B 8.
3. Tinned Conductors: ASTM B 33-
4. Bonding Cable: 28 kcmil, 14 strands of No. 17 AWG conductor, 1/4 inch in diameter'
5. Bonding Conductor: No. 4 or No. 6 AWG, stranded conductor.
6. Bondin! Jumper: Copper tape, braided conduc-tors, terminated rvith copper femlles; 1-
5/8 inches wide and 1i16 inch thick.
7. Tinned Bonding Jumper: Tinned-copper tape, braided conductors, terminated with
copper fenules; 1-5/8 inches wide and 1/16 inch thick,
CONNECTORS
Listed and labeled by a nationally recognized testing laboratory acceptable to authorities having
jurisdiction for appliiations in which used, and for specific t1pes, sizes, and combinations of
conductors and other items connected'
Bolted Connectors for Conductors and Pipes: Copper or copper alloy, bolted pressure-type,
with at leasl two bolts.
GROUNDlNG AND BOND:NG FOR ELECTRICALSYSTEMS
260526‐￢
B.
2.2
Oak Brook Golf Glub Patlo Renorration / Project No. 2018-027
1. Pipe Connectors: Clamp type, sized for pipe.
C. ldelded Connectors: Exothermiewelding kits of types recommended by kit manufacturer for
materials being joined and installation conditlons.
PART 3, EXECUTION
3.1 APPLICATIONS
A. Coaductors: lnstall solid conduclor for No. 10 AWG and smaller, and sfranded conductors for
No. 6 AWG and larger, unless othenrise indicated.
B. lsolated Grounding Conduc'tors: Green-colored insulalion with continuous yellow s8ipe. On
feeders wilh isolated ground, identify grounding conductor where visible to normal inspection,
with altemating bands of green and lellow lape, with al least three bands of green and two
bands of yellow.
C. Conductor Terminations and Connections:
1. Pipe and Equlpment Grounding Gonductor Terminations: Bolted conneclors.
2. Underground Conneciions: Welded @nnectors, except at test wells and as otherwise
indicated.
EOUIPMENT GROUNDTNG
lnstall lnsulated equipment grounding conductors wih all feeders and branch circuits.
lnstall insulated equipment grounding conductors with the following items, in addition to those
requircd by NFPA 70:
1. Feeders and bnanci cirruits.
2. Lighting circuits.3. Receptade circuib.4. Flexhle raceway runs.
INSTALLATION
Grounding Conductors: Route along shortest and straightest paths possible, unless othenruise
indicated or required by Code. Avoid obstructing access or placing conductors where they may
be subjected to strain, impact, or damage.
Bonding Straps and Jumpers: lnslall in locations accessible for inspection and maintenance,
except where routed through short lengths of conduit.
1. Bonding to Equipment Mounted on Vibration lsolation Hangers and Supports: lnstall so
vibration is not transmitted to rigidly mounted equipment.
2. Use exothermic-welded connectors for outdoor locations, but if a disconnect-t1pe
connection is required. use a bolted clamp.
FIELD QUALIW CONTROL
Perform the following tests and inspections and prepare test rePorts:
1, After installing grounding syslem but before permanent electrical circuits have been
energized, test for compliance with requirements.
2. Testiompleted grounding system at each location where a maximum ground+esistance
level is specified, at service disconnect enclosure grounding terminal and at individual
ground rods, Make tests at ground rods before any conductors are connected.
a. Measure ground resistance not less than two full days afier last trace of
precipitation and without soil being moistened by any means other than natural
GROUNDING AND BONDING FOR ELECTRICAL
SYSTEMS
260526 - 2
3.2
3.3
3.4
B.
Oak Brook Go「C:ub Pa∥o Renova書 onノ Proled No,2018J027
drainage or seepage and Ⅵ囃hout chemical treatment or other arlincial means of
redudng natural ground resittance,
b. Perfom tests byね ∥‐Of‐potenJai m釧hod a●●●劇ing tO:EEE 81.
B. Report measured ground resistances thai exceed the following values:
1. Power and Lighl,9=quipment。「sFtem哺 th Capaclty 500 KVA and:ess:10 ohms.
2. Power and Ligh∥no Equipment o「System哺 th Capadty 500 to 1000 KVA:5 0hml.
3. Power and Ligh∥ng Equipment or sFtem可 th capadty More Than loOo磁 ヽ:3 ohmS.
C. Excessive Ground Reslstance: lf resistanoe to ground exceeds specified values, notify
Architec-t promptlyand include recommendations to reduoe ground reslstance.
END OF SECT:ON
GROUNDING AND BONDING FOR ELECTRiCALSYSTEMS
260526‐3
Oak Brook Golf Club Palo RenOvation′PFoiё Ct No.2013●27
SE釧 ON 261529
HANGERS AND SUPPORTS FOR ELECTR:CAL SYSTEMS
PART l.GENERAL
l.l RELATED DOCuMENTSA3調 器isttg譜 潔』撃路Lttn埋 」躍鶴用器蹴鮮 :md s叩 口emettγ
l.2 SUMMARY
A. ThiS secliOn indudes the fo∥owing:
1. Hangers and supports for elect∥cal●quipment and systems.
2. COnStrucliOn requirementS fOr cOncrete basest
l.3 DEF:N〕T10NS
A, EMT:E:edHca!metal∥c tubing.
B. :MCi intemediate metal oondul.
C. RMC:R1910 metal condu“.1、4 PERFORMANCE REQUiREMENTSA.器
g::」蹂by?湘 il∬犠 ぶJ電 器詭『聞 Mte酬 鷹精驚
design cJteria indicated.
B. Design suppり 憤 fOr muniple raceways capable of Suppottng●ombined weight of supported
,ぃ (ems ald itS COntents.
C‐
器gn eq」
l『認∥淵::ⅧJFliupp°
rting comЫ ned operaling weight of supported
nponents.
D. Rated Strength: Adequate in tension,shear,and pu!10ut force to resist maximum:oads
calculated or imposed for this ProieCt,Wiul a minimum structural safety factor oF lve lmes the
applied fOrce.
1.5 SUBMITTALS
A. Product Data:For the folloWing:
1. Steei slotted support systems,
2. N6nmeta∥ic Slotted support systems
B. Shop Drav口 ngs: Show fabrication and insta:iation details and indude calculations for the
fo1lowingi
l 醜:乱 闇協∥轟 r胤 :認 乱謂酬諾・∞mponetts
3, Nonmeta∥ic slotted channel systems. includ●Product Data for components
4. Equipment supports.
C. Welding certificates.
1.6 QUAL「γ ASSURANCE
A, Welding:Qua∥fy procedures and PerSOnnel according to AWS Dl,1′Dl.lM,Structural Welding
code‐Steel.゛
HANGERS AND SUPPORTS FOR ELECTRiCAL‐ SYSTEMS 260529‐1
Oak Bわ ok Gor Club Pa∥o Renovattonノ ProieCt No.2018J027
B・ Comply wih NFPA 70.
1.7 000RDINAT10N
A. C●ordlnate size and loca∥on of concrete baseso Cast ancho卜 bo∥inset into bases.Concrete,
reinforcement,and fomwork requirements are specned in DivisiOn 03.
B, 000rdinate insta∥ation of roof curbs,equipment supports,and r00f penetrationS. These items
are spedtted in Dlvision 07 Section・ R00fAcceSso百 es."
PART 2‐PRODUCTS
2.l SUPPORT:ANCHORACE,AND Aπ ACHMENT COMPONENTS
A, Steel Sbtted Support Systemsi Comply with MFMA4,ね ctory‐fabncated∞mponents for neld
ii30mtthuね dures Suuect b・ omttance輛 th“qJrements=provtte products by one ofthe
rOI10wing:
a. Al∥ed Tube&Conduit.
b. CoOper B‐Linei lnc.:a divlsion of Cooper lndustries.
co ERiCO htemalonal Corpora∥on.
d. CS Metals Corp.
e. Thomas&Bett Corpora∥on.
f. UnistnJt Tyco intema∥onaL Ltd.
go Wesanoo.:nc.
2, Meta∥lc Coaungs:Hot‐dip galvanized afterfabHcaJon and applied amrding to MFMA‐4.
3. Nonmeta∥lc Coalngs:ManuFattreFs standard PVC,po!yunthane,or po:yester coating
applied according tO MFMA4.
4. Painted Coatngs:Manufacturers standard painted coa∥ng applied according to MFMA‐
4.
5. Channe:Dimenslons: Selected for applicabie load cnteria.
B. Raceway and Cable Supp●rts:As descrlbed in NECA l and NECA 101,
C. Conduit and Cable Support Devices: Steel and ma∥eablelron hangersl clamps:and associated
ittings,designed fOrtypes and sizes of raceway or cabl●lo be supported.a馨 鷲驚惜 ∬:滉 響螢1馨 鰍障軍酬鯰 麟響1
required to sun individual cOnductors or cal
Ё, Structural Steei for Fab∥cated Supports and Restraints: ASTM A 36′A36M,steei plates,
shapes,and barsi black and ga:vanized.R よ器精洲鵬1:t謂 響棚脳∥:謡
pOne薦 :降 ms br Faste耐 ng decucJ mms or hdr
l10Wing:
1, POWder‐Actuated Fasteners:ThreadedStee:stud:for use in hardened port:and cement
concrete, steel, o「 W00di W`th tension, shea「, and pu∥out capacities approp●ate for
supported loads and bu∥ding mateFialS Where used.
a, Manufacturersi SubieCt tO∞mp:iance with requirements,provide pЮ ducts by one
ofthe f01owing:
1) Hl:J inc.
2) llW RamseVRed Head:a division Of∥∥noiS TooI Works,:nc.
聡 踊 論 ξ脱 蠣 む。J∝4M“"“
dFお
"耐
鴫S"博 ms U耐.HANGERS AND SUPPORTS FOR ELECTRICAL
SYSTEMS 260529‐2
Oak BЮ ok Gdf C:ub Patio Renovalon′Prdect No.2013‐027
2, Mechanical・ Expansion Anchors: :nsert‐wedge="pe, zinc‐coated sbeel, for use in
hardened ,oJand cement conmte 輛th tenslon, sheatt and pu∥out capacities
appropriate forsupported ioads and building matedals in哺 ich used.
a. Manuractu"rsi SubieCttO Comp∥an∝哺th Fequirements,provide products by one
orthe fo:lowing:
1)C∞per B‐Line,ino.:a division of Cooper lndustries.2) Em口 re T∞l and Manufactunng Co.l inc。
聡 柵‰setrRed Heatt a du50n J ⅢndS TOol Woに ha
5) MKT Fastening・ LLC.
3. Concrete:nseF": Steel or ma"eabl●lrOn=sl●tted support s"tem units simlar to MSS
、pe 18:complプ ng with MFMA‐4o「MSS SP・ 58.
4。 Clamps for Attachment tO Steei SinJcturai Elements: MSS SP‐58,type suitable for
attached structural e:ement.
5. Through 8oltsi Struduraitypel hex head,and high strength.Comp:y with ASTM A 325.
6. Toggle,oltS:A∥‐steei sp∥nghead type.
7. Hanger Rods:Th鷹 調ded steel.
2.2 FABRiCATED METAL EQUIPMENT SUPPORtt ASSEMBL:ES
A. DescHpJoni Welded or bolted,sttuctura卜 stee:shapesi ShOp o「lold“blcated to lt dimenSions
Of supported equipment.
B. Mate口 alsI Comply vtth"quirements in D:vision 05 Seclionい Metal Fab∥cattons"f●r steel
shapes and plates.
PART 3‐EXECUT10N
3.l AP'LICATiON
A. COmply with NECA l and NECA 101 fOr app∥cation of hangers and supports for electrical
equipment and systems except r requirements in this SeCtiOn are stncter.
B・ Ma浮 1継 ,W鶴 3富 鶴』議電F騨 畿サang。「Rod Size br Racewar Space SuPp。おbr
70,Minimum rod Size Sha∥be l′4 inCh in diameteL
C Multiple RaCeways or Cabtts hstalltra鮒 編溜雪器詰∥器淵瀾1盤 器:syste市 ,Jzed So Capadty can be hcrease
spedned design load limits.
1. SeCure raceways and cables to these supports lⅥthいo‐bolt conduit c:amps.
'7階 蹴°鋼lF旱 」闘:″
r」淵『讐gd"bC°ndJ｀耐hOut tts may"used br牛
〕ranch circuitS and communication systems above
suspended cei:ings and for fastening raceways tO trapeze supports.
3.2 SUPPORT INSTALLAT10N
A. COmply wlh NECA l and NECA 401 forinstailalon requirements except as speciled:n this
Artide.
B'電 罫嵐卍闇躙朧i」:認 鵠酬鼎鷺耀懺:鷹 晰機1ム 群環野:and RMC
Q滞 ば戴露習1∫譜臨∬鶏脚モ翼蒲洒孵憾ITI熙Minirnum static des10n ioad used for st
components plus 200 1b.
HANGERS AND SUPPORTS FOR ELECTRiCAL
SYSTEMS 260529‐3
Oak Brook Golf Club Patio Renorration / Projec-t No. 2018427
Mounllng and Anchorage of Surfaoe-Mounted Equipment and Components: Anchor and fasten
elechical items and their supports to building structural elements by the following methods
unless othenrise indicated by code:
1. To Wood: Fasten with lag screu,E orthrough bolts.
2. To New Concrete: Bolt to concrete inserts.
3. To Masonry: Approved toggle.type bolts on hollow masonry units and expansion anchor
fasteners on solid masonry units.
To Existing Concrete; Elpansion anchor fasteners.
lnslead of expansion anchors, powder-ac'tuated driven threaded studs provided with lock
washers and nuts may be used in existing standard-weight concrele 4 inches lhick or
grcater. Do not use for anchorage to lightweight-aggregate concrete or for slabs less
than 4 inches thick.
To Steel: Beam clamps (M$S Type 19, 21, 23,25, or 2T) complying with MSS SP.69I
ISp∥ng‐
"nsiOn damps.7. TO Lighi Stee::Sheet metai screws.
3, items Mounted On Hollow Wa:ls and NonStttctura1 8u∥ding SurFacesI Mount cabinets,
panelboardsl dis∞nnect switCheSi control enclosures, pu∥ and ,unc10n bOxes,
transbrrners,and other devi●es on slottedttannel racks attached to substrate by means
that rneet seismic‐resttaint streng∥l and anchorage requirements,
Dnl holes for expansion anchors in concrete at locations and to depths that avoid reinforclng
bars.
:NSTALLAT!ON.OF FABRiCATED METAL S‐UPPORTS
Comply輛 」h instana10n requirements in DivisiOn 05 Section “Metal FabHcatons"for site,
fab∥cated rnetal supports.
3電 ::[謂 1詰 翼 謂 牌署 躙 職 穏 嵩 鰭 昴 犠 :酬 紫
lyね bCal。■Jonmmt and ebvation
Fわ ld Weidingi comply wlth AWS Dl.17Dl.lM`
PA:NT!NG
Touchup: Clean ield welds and abraded areas of shop paint. Paint exposed attas
immediately after erecting hangers and supports. Use Same matenals as used for shop
painung,Comply with SSPC`PA l requirements fortouching up leld_painted surFaces,
1. Apply paint by brush o「spmy to provide minimum dry lim thicま ness of 2.O mils.
甜滞躍:fl:置 牝譜配1:露 織鯉IW脚 :胤 ∬ゴ誂島』桐絆燻鍵鱈∥::1:
metal.
Ca:vanized Surfaces: Clean welds( bolted conneclions, and abraded areas and apply
galvanizing‐repa:r paint to∞mply with ASTM A 780.
EN0 0F SECT10N
HANGERS AND SUPPORTS FOR ELECTRiCAL
SYSTEMS 260529‐4D`
6.
3.3
3.4
E.
A・
A.
B,
C.
Oak Bmok GorClub Patlo Renova鶴 on/Pttect No 2018‐027
SE釘 :ON 260533
RACEWAY AND BOXES FOR ELECTRICAL SYSTEMS
PART l‐GENERAL
ll RELATED DOCUMENTS
A Dra輛 ngs and gene餡 :provlsions of the Connct,lncluding Genera:and Supplementary
Condlt10ns and Division 01 Spednb●lon seC」。fls,apply to his Secllon.
12 SUMMARY
A This Skx■|。n indudes racew●ys,flttingsi boXes,endosures,and cabineお for electtcal、輌∥ng.
B Related Settonslndude he fo∥。w輔 ng:
1 01ViSiOn 26 Section■ndettround Ducts and Racew3ys for Electical Systems"For
繭 or dud"nks,manho:es,and underground uality cOnstnJ側 on.
13 DEF!NIT10NS
A EMT:ElectHcai meta∥c tubing.
B. EPDM:Eth´ene‐propylene‐diene terpo:ymer rubber
C. FMC:Flettb!e metal conduit
D :MC:!ntemediate metal conduit
E LFMC: Liquid∥ghtieXibie metel●ondult.
F NBR:Acrylonll:e‐bubdiene口 bber
G PVC:Rigid POIⅢn,Chl。百de Condu∥
14 SUBM:TTALS
A. Product Data: Fo「 surFace raceways, wiremys and nttings, 口oor boxes, hingedぃ oover
enc:osures,and cabinets
a :闘 ξ鋼躙ポ鷺譜織]『場。撮Tmy∞mp°ne.●hdude●an、deva,ons sectons
l Custom encl●sures and cabinets.
a Grounding deta∥sb 」oint deta∥sRACEVVAY AND 80XES FOR ELECTRiCALSYSTEMS
260533‐1
Oak Brook Gor Club Pa10 Renovatton′ProieCt No.20184027
Ci COOrdination Dra覇 ngsl condun rOu暫 口。plans・ lrawn tO SCale,On which the fo"輛 19 1ems are
shown and coordinated哺 th each otheL based on inputfrOm installers ofthe items invoived:
1. Struttral mernbers in the patlls ofconduit groups朝 th common supports.
2. HVAC and plumbing items and architectu綸 !features in the paths of●ondu1 9"ups輛h
common suppo嚇,1.5 QUAL:TY ASSURANCE
A. Electri“I Components,pevicesi and Accesso∥es: Listed and:abded aS dttned in NFPA 70,
Articl。loO,by a testing agency ecceptable to authotteS having lulSdiCtiono and marked for
intended use,
3. Comply Ⅷth NFPA 70.
PART 2‐PRODuCTS
2,l MF「AL CONDUIT AND TUBING
A` Manuracturers: SubieCt t。∞mp“anOe with req口 irements,provlde products by One of the
follcN蠣 ng:
1. AFC Cabie Systems,!nc.
2. Alnex inc.
3. Allied Tube&Conduit a TyCO intemattonal Ltdo Co.
4. Anamet EiectriCa:・ :nc.:Anaconda Metal Hoset
5, Electri‐Flex CO.
6. Manhamn′cDTrCole‐F:eX.
7. Mavenck Tube Corporalon,
8. 0・ 2●edney;●unl of General Signa:.
9. VVheatland Tube Company.
B. Rig:d Steel Condult:ANS:C80.1.
C. IMC:ANSI C80.6.
D, EMT:ANSI C80.3`
E. FMCi Zinc・ ・coated steel.
F. LFMC:Flexible steel∞ndut with PVCiaCket.
G. Fittings for COnduit(inCiuding a:l Types and Flexible and liquidlight): EMT= and Cabl,:
NEMA FB l: ∥Sted fo「 type and size raceway with which used, and for app∥calon and
environment in which installed.
1. Condun Fittings for Hazardous(Classined)Locations:Comp!y with UL 386.
2. Fittings for EMT: Steetり ,e・
H. Joint COmpound for Rigid Steel Conduit or:MC: Listed for use in cabie connector assembliesI
and compounded for use to lubHcate and protect threaded raceway joints from corosion and
enhance their conductiv:ty.
RACEWAY AND 80XES FOR ELECTRICALSYSTEMS
260533‐2
oak Brook Go「C:ub Patio Renovation′ProieCt No.2018‐027
2.2 R:G:D POLWINVL CHLOR:DE CONDU:T.
A, Manufacturersi SubieCt tO Compllance with requirementsi proMde products by one of the
following:
1. AFC Cabie Systems,:nc.
2: Anamet Electrical・ inc.:Ana∞nda Metalttose.
3. Am∞COrporalon.
4. CANTEX inc.
5. CertainTeed Corp,:Pipe&Plastics Croup.
6: Condux:nternationali inc.
7. EiecSYS,:nc,
3. EledH‐Fiex Co.
9.‐ LamSOn a SessiOnsI Carlon EleCt∥cal Products.
101 ManhattanrCDT′COle=Flex.
11. RACO:a Hubbe∥Company.
12. Thomas&Bets CorpOralon.
2.3 80XES,ENCLOSURES,AND CABINETS
A. ManufacturersI SutteCt tO∞m口 :anCe哺 th reqdrements,prOvide products by one of the
fo:lowing:
1_ c∞per Crouse‐Hinds;D市 .of C∞per industries,inc.
2. ECSrAppleton E:ed∥o,
3. E籠 CkSOn Ettctrical Equpment company.
4. Hcttman.
5。 Hubbel∥ncorporated:K∥ark Ele軸 膚c Manuractu∥ng co.Division.
6. 04″Cedney:a untt of Ceneral Signal.
7, RACOla Hubbe∥Company.
31 Robroy industnes,in●.:Enclosure DivisiOn.
9。 S∞tt Fetzer Co.:Adalet Division.
10. Spttng Cny Eleddcal Manufactu∥ng Company,
11, Thomas&8dお Corpo“lon.
12.Walker Systems,lnc.:Wiremdd Company(The).
13. WOOdhead,Daniel Company:W●odhead industtes,:nco Subsidiary.
3. Sheet Meta!Ou∥et and Device Boxes:NEMA OSl.
c, Cast‐Meta1 0u∥etand Device Boxesi NEMA F8 1,ferrous alloy,typed FD wlh gasketed COVer.
D. Meta:日 oor Boxesi Cast metal,fu∥y adiustablei rectangular.
匡, Sma∥Sheet Metal Pu∥and」unction Boxes:NEMA OSl.
F. Cast‐Meta:Access,Pu∥:and Junction Boxes:NEMA F81,cast alumlnum with 9asketed cover_
G. Hinged‐CoVer Enclo,ures: NEMA 2501 Type l:Ⅵ層th Conlnuous‐hinge cover with lush latch=
unless otherwise indicated.
1. Meta:Enclosures:Steel,lnished inslde and out with manufacmrers standard enameL
2. NOnmeta∥ic Enclosures: Plasti01 inished iAside with radiO‐frequency‐resistant paint,
Ho Cabinets:
RACEWAY AND 80XES FOR ELECTRiCALSYSTEMS _
260533-3
Oak Brook Golf Club Patio Renovation / PrcJec* Ns. 2018427
NEMA250, Type 1, galvanized-steel box wtth removable intedor panel and removable
front, finished inside and outwith manufacture/s standard enamel.
Hinged door in front cover with flush latch and concealed hinge.
Key laich to match panelboards.
Metal baniers to separale wiring of differentsystems and voltage.
Accessory feet where required for freestanding equipment.
SLEE\IES FOR RACEWAYS
Steel Pipe Sleeves: ASTM A 53/A 53M, Type E, Grade B, Schedule 40, galvanized'steel, plain
ends.
Cast-lron Pipe Sleeves: Cast or fabricated nwall pipe," equivalent to ductile-iron pressure pipe,
with plain ends and integralwaterstop, unless otheruise lndicated.
Sleeves for Rectangular Openings: Galvanized sheet stoel with minimum 0.052- or 0.138-inch
thickness as indicated and of lengfih to suit application.
Coordinate sleeve selection and application with selection and application of firestopping
specified in Division 07 Section'Penetnation Firestopping.'
SLEEVE SEALS
Manufiacturers: Subject to compliance with requiremenb, provfde products by one of the
following:
1. Aduance Products & SYstems, lnc'
2. Calpico, lnc.
3. Metreflex Go.
4. Pipeline Seal and lnsulalor, lnc.
Description: Modular sealing device, designed for field assembly, to fill annular space between
sleew and cable.
1. Sealing Elements: EPDM or NBR interlocking links. shaped to fit surface of cable or"
conduii. lnclude type and nurnber required for material and size of raceway or cable.
Z. pressure Ptates:
-Carbon
steel. lnclude two for each sealing element.
i. Connecting Bolts and Nuts: Carbon steel with corrosion-resistant coating of length
required tJ secure pnessure plates lo sealing elements. lnclude one for each sealing
element.
PART 3‐EXECUT10N
RACEWAY APPLICATION
Outdoors: Apply raceway products as specified below, unless otheruise indicated:
1. Exposed Conduih Rigid steelconduit.
2. Concealed Conduit, Aboveground: Rigid steelconduit '
a. Connecgon to Vibrating E[uipment (including Transformers and Hydraullc, Pneumatic.
Electric Solenoid, or Motor-Driven Equipment): LFMG'
RACEWAY AND BOXES FOR ELECTRICAL
SYSTEMS
260533 - 4
2.4
B.
C.
D.
2.5
3,1
Oak Brook Oolf Ciub Pa“o Renovalon′Prttect No.2018o027
4. Boxes and Enclosures, Aboveground: NEMA 250, Type 3R.
Complywilh the hlloudng indoor applications, unless otherwise indicated:
1. Exposed, Not SubJect to Physical Damage; EMT.
2. Exposed, Not Subjectto Severe PhysicalDamage: EMT.
3. Eposed and Subject to Severe Physical Damage: Rigid steel conduii. lncludes
raceu/ays in hefollodng lo@tions:
a. Loading dock,
b. Conidors used for traffic of mechanlzed carts, forklifts, and pallet-handllng uniB.
E. Mechanicalrooms.
4, Concealed in Celllngs and lntedor Walls and Partitions: EMT.
S. Conneotion to Vibrating Equipment (lnduding Transformers and l{ydraulic, Pneumatic,
Electric Solenoid, or Motor-Driven Equipment): FMC, except use LFMC in damp or wet
locations,
6. Damp or Wet Locations: Rlgid steel conduit,
7- Boxes and Enclosures: NEMA250, Type 1, except use NEMA250, T1pe4, stainless
steelin damP orwet locations.
Minlmum Raceway Size: 3/4-inch trade size.
Raceway Fittings: Compatible with raceuays and suitable for use and location.
1. Rlgid and lntermediaie Steel Conduit Use threaded rigid steel conduit ffttlngs, unless
othenMse indicated.
PART 4‐EXECUT:ON
INSTALLATION
Compty with NECA 1 for installation requirements applicable to products specifiad in Part 2
excep{wfrere requirements on Drawings or in this Article are stricter.
Keep raceways at least 6 inches auay from parallel runs of flues and sleam or hot-water pipes.
lnstill trorizorital raeeway runs above vrrater and steam piping.
Gom plete rac€way installation before startin g cond uctor installatio n.
support raceways as specified in Division 26 section "Hangers and supports for Electrical
Syslems.'
Anange stub-ups so curved portions of bends are not visible above the finished slab.
lnstall no more than the equivalent of three 90-degree bends in any conduit run except for
communicalions conduiG, for which fewer bends are allowed'
Gonceal conduit and EMT within finished walls, ceilings, and floors, unless othenrise indicated.
Raceways Embedded in Slabs:
RACEWAY AND 80XES FOR ELECTRICALSYSTEMS_
260533‐54.1
Oak Brook GOr Ciub Pa領 。Renova∥onノ P口 Jed No,20184027
1, Run oondult larger fran 1-inch trade size, panallel or at right angles io main
reinforcement. Where at dght angles lo relnforcement, place conduit close to slab
support.2. Anange raceways to Gross building expansion joints at right angles with expansion
littings.
Threaded Conduit Joints, Exposed to Wet, Damp, Conosive, or Outdoor Conditions: Apply
tisted compound to threads of raeway and fittings before making up joints. Follow compound
rnanufacture/s wtitten inetruc-tlons.
Raceuay Termlnations at Locetions Subject to Molslure or Mbration: Use insulating bushings
to protect conductors, including conductors sma[]er than No. 4 AIryG.
lnst€ll pull wires in empty raceways. Use polypropylene or monofilament plastic line with not
less than 200-lb tensile strengfr. Leave at least 12 inches of slack at each end of pullwire.
lnstall raceway sealing fiftings at suitrable, approved, and accessible locations and flll them wlth
listed seaiing compound. For concealed raceways, inslall each fttting in a flush steel box with a
blank pover plate having a linish similar to that of adjacent plates or surfaces. lnstall raceway
sealing fittings at the following points:
1, Where conduits pass from warm to cold locations, such as boundaries of refrigerated
spaBes.2. Where oiherwbe requlred by NFPA 70.
3. rltlen instructions for conditions at specific location at the time of installation,
Expansion-.loint Fittings for RNC: lnshll in each run of aboveground conduit that is located
where environmehtal lemperature change may exceed 30 deg F, and trat has shaight-run
length lhat exceeds 25 feet.
1. lnstall expansionjoinl fittings for each of the following locations, and provide type and
quantity of fittings that accornmodate temperature change listed for location:
a. Outdoor Locations Not Exposed to Direcl Sunlight 125 deg F temperature
change.b. Outdoor Locations Exposed to Direct Sunlight 155 deg F temperature change.
c. lndoor Spaces; Connected with the Outdoors wihout Phpical Separation: 125
deg F temPerature change.
d. Attics: 135 deg F temperature change.
Z. lnstall fitting(s) that provide expansion and contraction fsr at least 0.00041 inch per foot
of length oi straight run per deg F of temperature change. lnstall each expansion-joint
fitting with position, mounting, and piston setting selected according to manufacturer's
writtin instructions for conditions at specific location at the time of installation.
Flexible Conduit Connections: Use maximum of 72 inches of flexible conduit for recessed and
semi-recessed lighting fixtures, equipment subjecl to vibration, noise transmission, or
movement; and for transformers and motors.
1. Use LFMC in damp or wel locations subject to severe physical damage,
2. Use LFMC in damp or wet locations not subject to severe physical damage.
Recessed Boxes in Masonry Walls: Saw-cut opening for box in center of cell ol masonry block,
and install box flush with surface of wall'
RACEWAY AND 80XES FOR ELECTRlCALSYSTEMS
260533‐6N.
K.
L.
M.
Oak Brook Gotf Club Patio Renovation / Project No. 2018{27
4,2 SLEEVE INSTALI.ATION FOR ELECTRICAL PENETRATIONS
A Coordinate sleeve selec-tion and application with selection and application of firestopping
specified in Division 07 Section 'Penebation Firestopping.'
B. Concrete Slabs and Walls: lnstall sleeves for penetrations unless core{rilled holes or formed
openings are used. lnstall sleeves during erection of slabs and uaalls.
C. Use pipe sleeves unless penebation anangemenl requires redangular sleeved opening.
D. Recrtangular Sleeve Mlnimum Metal Thlckness:
1. For sleeve cross-section rec-tangle perimeter less than 50 inches and no side greater
than 16 inches, thickness shall be 0.052 inch.
2. For sleeve cross-seclion reotangle perimeter equal to, or greater than, 50 inches and 1 or
more sides equal to, or greaterthan, 16 inches, thickness shallbe 0.'t38 inch.
E. Fire-Rated Assemblies: lnstall sleeves for penetrations of lire-rated floor and wall assemblies
unless openings compatible with firestop system used are fabricated during construction of floor
orwall.
F. Cut sleeves to lengtr for mounling flush with bottr surfaces of walls.
G. Edend sleeves ins{alled in floors 2 inches above finished floor level.
H. Sire pipe sleeves to provide lltinch annular clear space bstu,een sleere and raceway unless
sleeve seal is to be installed.
l. Seal space outside of sleeves with grout for penetrations of conctete and masonry and with
approved ioint compound for gypsum board assemblies.
J. lnterior Penetrations of Non-Fire-Rated Walls and Floors: Seal annular space between sleeve
and raceway, using joint sealant appropriate for size, deph, and location of loint. Refer to
Division 07 Section 'Joint Sealantsn for materials and installation.
K. Fire-Rated-Assembly Penetrations: Maintain indicated flre rating of walls, partitions, ceilings,
and floors al raceway penetrations. lnstall sleeves and seal with firestop materials. Comply
with Division 07 Section'Penetration Firestopping.'
L. Roof-Penetration Sleeves: Seal penetratlon of individual raoeways with flexible, boot-type
flashing units applied in coordination with roofing work.
M. Aboveground, Exterior-Wall Peneirations: Seal penetrations using sleeves and mechanical
sleeve seals. Selecl sleeve size to allow for f -inch annular clear space behfleen pipe and
sleeve for installing mechanical sleeve seals.
4,3 SLEEVE.SEAL INSTALLATION
A. lnstall to seal underground, exterior wall penetrations.
B. Use tlpe and number of sealing elements recommended by manufacturer for raceway material
and size. Position raceway in center of sleeve. Assemble mechanical sleeve seals and install
in annular space between raoeway and sleeve. Tighten bolts againsl pressure plates that
cause sealing elements to expand and make waterlight seal.
RACEWAY AND BOXES FOR ELECTRICAL
SYSTEMS
260533 - 7
Oak Brook Golf C!ub PaJo Renova∥on′Prdect No.2018‐027
4,4 F:RESTOPP:NG
4.5
A.
App!y lrettpping tO electrical penet膊 |。ns of fre■at剣 ]OOr and wam assemb∥es to restoた
。日gina1 lre‐resistance‐ralng of assembly.FIostopp:ng matettals and lnstalla∥on req口 iFementS
are specined in DivisiOn o7 SectiOn ЧPenettBJon ttrestopping."
PRO■CT10N
finishes, and cabinets are
1. Repair damage to galvanized finishes with zinc+ic*t paint recommended by
manufiacturcr.
2. Repair damage to PVC or paint finishes with matching touchup coating recommended by
manufac.turer.
END OF SECT:ON
RACEWAY AND BOXES FOR ELECTRiCALSYSTEMS
260533‐3ProMde final proteclion and maintain mndltions lhqt ensure coatings,
wilhout damage or detedoralion at time of Subetantial Completion.
Oak Brook 6●lf Club Pauo Renovalon′Proiect No.2018‐027
SEC■ON 261553
:DENT:FiCA■ON FOR ELECTRICAL SYSTEMS
PART l‐GENERAL
l.l RELATED DOCUMENttSA3棚
:i翼 if路 乱18キ
lせ 蹴 鳳颯 hdudng General and Sup口 emenねv
Dclions,app!y to this Section.
1.2 SuMMARY
A. Section:ndudes:
1. :dent綺 Oaton forraceways.
2. :dentirlo●10n ofpower and cOntrol cables,
3. ldentittcalion for conductors.
4. Warning iabels and signs.
5。 lnstruction s19ns‐
6. Eq口 ipmentidentncaJOn label●.7. Misce∥aneous identttcation prOducts.
1.3 SUBMITTALS
A, Product Data: For each electlcalldentttcatton productindicated.
1,4 QUAL:TY ASSURANCE
A, Comply with ANS:A13.l andiEEE C2.
B. cOmply■lh NFPA 70.
C. Comply vⅥth 29 CFR 1910.144 and 29 CFR 1910.145。
D. COmply哺 い ANS:Z535,4●r sa"ty signs and labels.
E. AdheSive_attached:abeling materia:s,including labe:stocks,laminating adhesives,and inks
used bylabel p∥nters,shali comp!y with UL 969.
1.5 000RDINAT10N
A. CoOrdinate idenllcalon namesi abbreMa∥ons,∞lors,and other features with requirements in
other SectiOnS requiring identincation appliCal●ns,Drav哺 ngs,Shop Drav哺 ngs,manufacturers
wittng diagrams,and the Operalon and Maintenance Manuat and with hose required by
codes,standardsi and 29 CFR 1910.145, USe cOnslstent des:gnations throughout Prolect.
B. Ooordinate lnstallauon ofidentifying de宙 ces wlth compleJOn of oovettng and Painlng of
surfaces where devices are to be applied.
C, Coordinate insta∥atton of identi″ing devices With iocatton of access paneis and doors.
D. lnstall ttenlfying deuces beFore instd“ng a∞ustical cettngs and dm∥ar conce」ment.
PART 2‐PRODUCTS
2.l POWER RACEWAY IDENTIFICAT10N MATERIALS
A. Comply with ANS:A13.l for minimum size ofletters forlegend and for mlnimum longth of oolo「
leld fOr each raceway size.
B. Colors for Raceways Catting Circuits at 600 V or Less:
1. Black letters on an orange neld.
lDENT:F:CAT:ON FOR ELECTRICAL SYSTEMS
260553‐1
Oak Brook Golf Club Pato Renovattonノ Proid No.2018o027
2, Legend: lndicate vo:tage and system or servloe type.
2.2 'OWER AND CONTROL CABLEIDENT:FICAT:ON MATERlALS
A. Comply with ANSi A13.l for minimum s:ze ofletters forlegend and for minimum lengh of oO10r
Fleld for each raceway and cabie size.
1, Markerfor Tags:Machine‐
"inte喘
permanent,waterptt biackink marker
re∞mmended by p∥nter manufamreL
B, Snap‐Around Labell:Slit pre‐tensioned,lo劇 b!e.prep∥ntedJ Colorcoded acrylic sleeve,wim
d:ameter sized to suit diameter ofraceny or cabie itidentttes and io stay in p:ace by 9月 pping
ac」on.
2.3 coNDuCTOR IDENTIF:CAT10N MATER:ALS
A, Colo卜 COding conductor Tape:Coloredi self‐adhesive vinyltape not:e,s than 3"∥s hiCk by l
to 2 inches wide.
2.4 WARNING LA3ELS AND SiCNS
A. Comply輛 th NFPA 70 and 29 CFR 1910.145.
B, Seif‐Adhesive Waming Labell: Factory・ printed,mulucolor,pressure‐sensilive adhesive labeis,
oon,9ured for display On hnt∞ver,dool,or otheraccess to equipment unless oher哺 se
indicated,
2.5 EQUIPMENTIDENT:F:CAT:ON LABELS
A. AdheS市 e Fiim Label:Mlchine plnted,in black,by therTnai t●nsfer or equivalent prOcess.
Mini“um letter height sha∥be 3r8 inch.
2.6 CABLE T:ES
A. GOnera卜 Purpose Cable Ties:Fungus inerti ser extinguishing,0●e plocet seiflocking,Type 6ノ6
nゾ 。n.
8. UV‐Stabilized Cable￢日es: Fungus inerti designed for contlnuous exposure to exte∥o「suniioht,
self extinguishing,one p:ece,se:f!ocking,Type 676 nゾ on.
C. Plenum‐Rated Cable Tiesi Seif extinguishing,UV stabilized,one piece,self locking.
2.7 M:SCELLANEOuS:DENT:F:CAT!ON PRODUCTS
A. Fasteners for Labeis and Signsi Se:F‐tapping=stainiess‐steel screws or stainiess‐steei machine
screws、Mth nuts and nat and lock washers,
PART 3‐EXECUT10N
3.1 1NSTALLAT10N
A. Ve∥fy idenlty of each item before insta∥ing identilCatton ppducts.
B. Location: lnstall idenliflcalion materials and devices at:ocations fO「rnost convenient viewing
withoutinterFerence wlh operalon and maintenaAce of equipment.
C. Apply identilcation devices to surfaces hat require Flnish after compleJn9 inish work.
D. Seif‐Adhesive ldenmcatiOn ProductsI Clean surfaces before application,using rnatettals and
methods reCommended by manuFacturer ofldenllcalon device.
E. Attach s19ns and p:astic labels that are not selfttdhesive type With mechanicalfasteners
appropriate lo the location and substrate.
lDENTIFiCAT!ON FOR ELECTRiCAL SYSTEMS
260553-2
Oak Brook Golf Club Patio Renovation / Projecl No. 2018427
F" System ldentification Color-Coding Bands for Raceways and Cables: Each color-coding band
shall completely encircle cable or conduit. Place adjacent bands of tvro+olor markings in
contact, side by side. Locate bands at changes in direction, at penetrations of walls and floors,
at S&foot maximum intervals in stralght runs, and at 2$foot maximum irrtervals in congested
areas.
G. Cable Ties: For attacfring tags. Use genenal-purposa type, except as listed below:
1. Outdoors: UV-stabilized nylon.
2. ln Spaces Handling EnvironmentalAir: Plenum rated.
3,2 IDENTIFICATION SCF,IEDULE
A. Accessible Raoeways and Matal-Clad Cables, 600 V or Less, for Service, Feeder, and Branch
CircuiB More Than 30 A, and 120V to ground: ldentify with self-adhesirre vinyl label, lnstall
labels at 10-foot maximum intervals.
B. Accessible Raceways and Cables within Buildings: ldentify the cowrs of each junction and pull
box of the hllowing syslems with self-adhesive vinyl labels wittr the wiring system legend and
systern voltage. System legends shall be as bllows:
'1. Emergency Power.
2. Power.
3. Lighting.
C. Power-Clrcuit Conductor ldentification, 600V or Less: For conductors in vaults, pull and junction
boxes, , use color-coding conductor tape lo identify ttre phase.
1. Color-Coding for Phase and Voltage Level ldentificatioo, 600V or Less: Use colors listed
belowfor ungrounded seMce feeder and branch+ircuit conductors.
a. Color shall be factory applied or field applied for sizes larger than No. 8 AWG, lf
authorities having jurisdiction permit,
b. Colors for 2081120Y Circuits:
1) Phase A: Black.?) Phase B: Red.il Phase c: Blue.
c. Golors lor 48012774 Circuits:
li El3::i; 3r#;3) Phase C: Yellow.
d. Field-Applied, Color-Coding Conductor Tape: Apply in half-lapped tums for a
minimum distance of 6 inches from terminal points and in boxes where splices or
taps are made. Apply last hwo tums of tape with no tension to prevent possible
unwinding. Locate bands to avoid obscuring factory cable markings.
D. lnstall instrucUonal sign including the color-code for grounded and ungrounded conductors
using adhesive-film-type labets.
E. Auxiliary Electrical Systems Conduclor ldentification: ldentify field-installed alarm, control, and
signal connections.
1, ldentlfy conductors, cables, and terminals in enclosures and at junctions, terminals, and
pull points. ldentify by system and circuit designation.
2. Use system of marker tape designations that is uniform and consistent with system used
by manufacturer for faclory-lnstalled connections'
3, Coordinate idenlification with Project Drawings, manufacturer's wiring diagrams, and the
Operation and Maintenance Manual.
iDENTlFICAT10N FOR ELECTRiCAL SYSTEMS
260553‐3
Oak Brook GolF Club Pato Renovationノ ProleCI No.2018く 27
Wamlng Lsbels for lndoor Cabinets, Boxes, and Enclosures for Power and Lighling: Self-
adhesive r/vsming lab€ls.
L Comply wih 29 CFR 1910.145.2. Identify s)6tem \,oltage with black letters on an orange background.3. Apply to 6xterior of door, cover, or othsr 6ccess.4. For equipment with multlple powEr or oonsol sources, apply to door or covBr ol
equipmdnt including, but not limited to, the following:
a. Polr/er hansfer switchBs.b. Confols with exiemal control por,ver @nnections.
Operating lnstruction Slgns: lnstall instruction signB to facllitatB propBr operation and
maintBnance of el€crl-cal systems and ltems to which ihsy connect. Install insfucdion signs with
approv€d legend wher€ instruc.lions are needed for system or equipment operalion.
Emerg€ncy Op€rating lnstruction Signs: lnstall instructon signs wlth whlte legend on a rcd
background with minimum 3/8-inch- high letlels for emetgencl inslructions al equipment used
for power transfer or loed shedding.
Equipment ld8ntifiGtion LBbels: On eacfi unit of equipment, install unique dosigneton label
that is consislent with wiring diagramE, schedules, and the Operation and Mainlonance Manual.
Apply labels to disconnect switdles and ptotectlon equipment, central or master units, conuol
panels, control stations, lerminal csbinets, and racks of aech slEtem. Systems includs pow€r,
lighting, sonfol, communic€tion, signal, monitoring, and alarm s)6tems unless equiPment is
provided wilh tts own identifica on.
1, Labelinglnstructions:
a. lndoor Equlpment Self-adhesi\re, engra\rad, laminated acrylic or mslamine label.
Unl€s6 olhBrwise indicaled, provlde a singlB lino of text with lzlnch{igh letters
on 1-1l2inch-hlgh label: lyhere two lines of texl are required, use hbels 2 inch6s
high.b. Outdoor Equipment Engraved, laminated acrylic or melamine label 4 inches high-c. Elevetod Components: lncrease sizes of labels and letters to those approPriate for
viewing from lhe floor.d. Unless provided with self-adheslve means of attadlment faslen labsls with
appropriate mechanlcal fasteners thal do not change the NEMA or NRTL raling of
the endosure.
2. Equlpment to Be Labeled:
a. Panelboards: Typewritten directory of circuits in lhe location provided by
panelboard msnufacturer.
Enclosures and electical cablnets.
Access doors and panels for conoealBd elsctrical items.
Enclosed switches.
Enclosed circuit breake6.
Enclosed conkollers.
Contactors.
Remote.controlled swliches, dimmer modules, and control devices.
Monitoring and control equipment.
END OF SECT10N
_ IDENTIFICAT10N FOR ELECTRICAL SYSTEMS
260553‐4FGH
Oak Br●●k Go「Club Palo Renovalonノ ProieCt No.2018‐027
SECT10N 260023
LIGHTINe cowROL DEVICES
PART l‐GENERAL
l.l RELATED DOCuMENTS
A, Drawing,and general proⅥsions oF the Conttct,includ:ng Cenemi and Supplementary
Condilons and Division 01 Speo相 cation Sections.apply to this Section.
1.2 SUMMARY
A・ ThlS Section incl●de,the folittng iighlng oontrol devlces:
1. Time swltches.
2. Outdoor photoelectlc switches.
1.3 DEF:NIT:ONS
A. LED: Light‐emittinO diode.
8. PiR:Passive infrattd.
1,4 SuBMiTTALS
A, Product Datal For each type of productindicated.
B, Operaton and Maintemnce Data:For each type of prOductto include in eme●ency,●pe爾lon,
and maintenance manuals.
1.5 QUALttY ASSURANC=
A. Electrical Components,Devlces=and Accessories: Listed and iabeled as denned in NFPA 701
Article 1001 by a tesUng agency acceptabie to authorities havlng iulSdictton,and marked for
intended use.
1,6 000RDINAT:ON
A. Coordinate layout and insta∥ation of ceilinglnounted devices with other consmctiOn that
penetrates ceinngs Or is suppOrted by them,including light fxtutts,HVAC equipment,smoke
detectors,lre―suppression system,and pani10n assemblies.
PART 2・ PRODUCTS
2.l T!ME SWiTCHES
A. Basis‐of‐DeSign Producti SubieCt tO Compliance with requirements, provide the product
indicated on DraWngs or a comparab10 product by one ofthe following:
1, Area Lighting Research,inc.:Tyco Electronics.
2. Grassln Controls COrpora∥on;a GE lndustna:Systems Company.
3. intematic,inc`
4. Leviton Mfgo Company lnc.
5´ Lightoner ContrOls:a Cenlyte Company.
6. Lithonia Lighting;Acuity Lighung eroup,inc.
7. Paragon Electnc cO.:invensys C∥mate Controis.
8. Square D:Schneider Electric.9, TORK.
10. Touch‐Plate:lnc.
11, Wau Stopper(The).
L:GHT:NC CONTROL DEVICES
260923‐1
oak Br∞k Go「Club Pa僣 O Renovalonノ ProieCt NI.2018-027
B. Electronic Time switches: Electronici solid゛ tate programmable units」th alphanumedc
dispby∞mplゾ ng with UL 917.
1. Contact Con19uralon:As indicated.
2, Contact Ratng: 30‐A induclve or reslstive,240=V ac.3 職猥蹴訛:∥T:誦 闊:品 澪留臨智f翼 鷺∥麟梢留舅∫
=鳳
認
ho:idays.
4. Clrcuitり AIIow"nneCJon of a photoelectdc relay as subsutute fOr on‐●fF ttndion of a
program..
5‐ Astronomic TIme:A∥channels.
6. 3attery Backup: Fo「schedu:es and time clock.
2.2 0UTD00R PHOTOELECTR:C SW「CHES
A. BedSH断‐Design Pmdり ■: SubieCt tO oomp∥ance with requirements,pЮ vide the product
indicated on Drawings or a∞mparable product by one ofthe fo∥owing:
1. Area Lbh∥ng Researぬ ,!nc,l Tyco Eledro∥cs.
2. Crassln Contro:s Corporation:a CE indust"al SystemS COmpany.
3. inteΠ natic::nc.
4. Lith。■la Lighlng:Acuity Ligh∥ng eroup,!nc.
5。 Novitas.:nc.
61 Paragol Elect哺 o Co.:invensys Climate cOntrols,
7. Square D:Schneider Eied百 c.
8= TORK.
9. Touch‐P!ate,:nc.
10。Watt Stopper(Thel.
B. Descrip」oni Solid statel哺 h SPST dry co,ね ctS rated for 1800 VA lo operate connected load,
re:ay,or cOntactor cols:∞mplying頓 th UL 773.
1. Light―Levei Monito∥ng Range: 1.5 to 10 t With an adiuShent for turnon and tum‐●fF
leve:s lMthin that mnge.
2. Time DOlay:30‐second minimum:to prevent false operation.
3. Lightning Arester Air‐9ap type.
44 MOuntng:Twist:ock complying滅 th iEEE C136.10,with base.
PART 3‐EXECUT10N
3.l SENSOR INSTALLAT:ON
A. lnstall and aim sensors in iocations to achieve not less than 90 percent coverage of areas
indicated. 1)O not exceed coverage limits specined in manuFacturers、〃口tten insnctiOns.
3.2 W:RING:NSTALLAT10N
A Wi甫 ng Methodi Comp:y with D:vlsion 26 Section"Low・ Voltage E:ectrical Power Conductors
and cables.・ :Minirnum cond口 it size shali be lノ 2 inch.
Bt Widng within Enclosuresi Comply with NECA l. Separate power・ ∥mited and nonpower―∥mited
conductors according lo conductor manuracturers witten instructions.
C. Size conductors according to lighlng cont「01 device manuFacturers witten instructons:uniess
otherwise indicated.
D. Splices, Taps, and TerrninationsI Make connections only On numbered terninai strips in
iunCtiOn,pu∥,and ou∥et boxesi termina!cabinets:and equipment endosures.
LIGHT:NC CONTROL DEVICES
260923‐2
Oak Brook Go:f Club Pa暫 o Renovation′ProieCt No,2018‐027
3.3 :DENTIFiCAT10N
A. ldenJfy 9omponenお ―and power and oontrol wi∥ng according to Division 26 SectiOn■ldenllcakm for tte面 cal Systems,・
1.旧 en的 ∞耐rolbd drcutt h∥ghせ ng∞ntactoぉ`2. lden薔 亀r CirCults or luminales contDlled by photoelect∥c and Occupancy sensors at each
sensor.
B. Labeltime switches and●ontactors喘 瀬h●unique deslgnalon`
3.4 FIELD QUALITY CONTROL
A, Perform the fO∥。輛ng ne!d tests and inspectlons and prepare test reports:
1. Aner instal∥,9 ,me switches and sensors, and after elemttcal circui¨ソ haS been
energized,attust andね stfor com口 iance wh reqJremen".
2. Opera∥onal Test Venfy Opem“on ofeach∥ghung cOntrOl devlce,and adiuStttme deiays.
B. Lighling∞ntro:devices thatね ∥tests and inspeclions are defective work.
3.5 ADJUST:NG
A. OccupancyAttuStments:When requested哺 thin 12口 onths of date oF Substan∥al Comp:euon,
provide on・ site assistance in adiuSting sensors to suit ocCupled conditions. Provide up to two
visits to proiect du∥ng oher‐han‐norma:occupancy hours forthis purpose.
EN0 0F SECT10N
L!GHTING CONTROL DEViCES
260923-3
Oak Brook Golf Club Patio Reno口 ∥on′Proled No.2018‐027
SEC■0■262726
ⅥlRING D日 ⅥCES
PART l‐GENERAL
ll RELATED DOCUMENTS
A D“哺h9s and genemi prousions of the Commtt induding Ceneml and Supp:elnentary
Cond∥ons and Dljsion 01 SpeCn●olon seC10nS,apply lo his sectlon.
1.2 SUMMARY
A Th:s Sedon:ncludes the fo∥面 ng:
1. Receptacles,receptedes潮 訥integral GFCl,and assα
"ated deuce plates.
1.3 DEF:NIT10NS
A EMI:Electromagneuc inbrference
B GFCL Grotlnd‐faul drcuit interupter
c Pigta∥:Shortlead used to∞nnect a凛 裁ce to a branchd∝uit∞nductor
D RFl: Radttquenoy interferen●o.
E. TVSS:Transientvoltage suり e suppЮssor.
F UTP: unshielded twisted palr.
1.4 SUBMITTALS
A. Product Data:For each""Of product:ndlcated
B OperaOon and Maintenance Data: Fo「哺
"ng deuces t●
indude in a∥manuracturers'packlng
:abel wamings and insmctOn manuais thatlnclude labeling condi饉 ons
l.5 QUALITY ASSURANCE
A. Source ttmitatlons: Obtain each tpe of輛 ∥ng da″ce and assoclated wa∥plate through one
soutt from a single manufacurer. l,somr as hey are avallable,obtain all v口 ing dttces and
assoclated wall plates from a single manufacturer and one source
3. E:ectrlcal Components,D輛 ces,and AccesSones: Listed and label●d as deFlned in NFPA 70,
Anicle loo,by a temng agency a∝eptable to auho∥ties having iuiSdlction,and ma慮 ed for
lntended use
C Comply輌 th NFPA 70
PART 2-PRODUCTS
21 MANUFACTURERS
A Manufacturers'NamesI Shortened versions(shOWn in parentheses)of the fO∥owlng
manufacturers'names are used in other Part 2 37tideS:
l cOoper Wilng Devlcesi a divlsion of COOperinduttes,lnc.(C∞per)
2 Hubbe∥lncorporatedi Wi∥ng Deuce‐Ke∥ems(Hubbelり
3 LeVitOn Mf9 Company:nc(Levlton).
4 Pass&Seymour/Legrandi VVi"ng Devices&Accessones(Pass&Seソ mour)
_ ,V!RING DEVICES
262726‐1
Oak Br●●k Golr Club Patlo Reno旧 ∥on′Proiect No.2013‐027
2.2 GFCI RECEPTACLES
A. General Desc"plon: Staight blade, feed‐through りpe. comply 晰 ol NttMA WD l,
NEMA WD 6, UL 498, and UL 943, Class A, and lnclude indi●ator 1lght hat is;ighted、men
deuce is trlpped.
B Duplex GFCi Convenierlce Receptades,126V,20A:
1. Products:Subied tO∞mp∥ance」th"quirements,proMde one ofthe followlng:
3. CO叩 白嗜GF20
b Pass&SO口 ou■2084.
2.3 WAL PLATES
A Wetヒ
“
iDni Weaherpr●●f Cover Platesi NEMA 250,oomplJng輛 衝,pe 3R wea劇詭r‐
resistant,Therrnoplattc輛 th lockable∞ver
24 FlNISHES
A. Color:Wi∥ng d酬 ●●catalo9 numbers in sectlon Text do not designate devlce∞loに
1. Wilng Deuces Connected to NOmal Power System: As selected by Architect,unless
othenMse indicated o「required by NFPA 70 or de●ce lisllng
PART 3-EXECUT10N
3.1 1NSTALLAT10N
A Comply wtt NECA l,including tm mouttng heights lsted in that standard,unless ohettse
noted.CCoordinalion with Other Trad6:
1 . Take steps to insure that devices and their boxes are protected. Do not place wall finish
materials over device boxes and do not c1I holes for boxes wiur routerE that arc guided
by riding against outside of the boxcs,2, Keep outlet boxes free of plaaler, drywalljoint compound, mortar, cement, concrcte, dusl,
paint, and other material lhat may conteminate the raceway syst6m, conductors, and
cables.3. lnstall device boxes in brick or block walls so that the cover plate does not cross a jolnt
unless the joint is trowelod flush with the face of the wall.
4. lnstall yr,iring devices after all wall preparation, including painfng, ls complete.
Conductors:
1 . Do not strip insulation from conductors untll iust before ihey are spliced or terminated on
devices.2. Strip insulation evenly around the oonduclor using tools designed for the purpose- Avoid
scoring or nicking of solid wire or sutting strands from stranded wire.
3. The length of hee oonductors at outlets for devices shall meet provlsions of NFPA 70.
Article 300, without pigtails.
4. ExistingConductors:
a. Cut back and pigtail, or replace all damaged conduclors.
b. Straighten conductors thal remain and remove conosion and toreign matter.
c. Pigtailing existing conducto6 is permitted provided the outlet box is targe enough.
Device lnstallation:
'1. Replace all devices lhat have been in temporary use during construction or thal show
signs that they were inslalled before building finishing operations were comdete.
WiRING DEViCtS
262726‐2BD
Oak Brook Go;f Club Pa饉 o Renova“n′PrOiect No_2018Ю 27
Keep each widng device in its package or otherwise protected until it is time to connect
conductors.
Do not remove surface protection, such as plastic film and smudge covers, until the last
possible moment.
Connect devices to branch circuits using pigtaits that are not less than 6 inches in length.
\ilhen there is a choice, use side wiring with blnding-head screw terminals Wrap solid
conductor t(;hfly clockwise ,2l3lo ft/4 of the way around tsrminal screw.
Use a torque screudriver when a torque ls recommsnded or required by the
manufacturer.
When conductors larger than No. 12 AWG are installed on 15- or 20-A circuits, splice
No. 't2 AWG pigtails br device connections.
Tighlen unused termlnal screws on the device.
When mounting into mehl boxes, remove the fiber or phstic washers used to hold device
mountin g scr€urc in yokes, allou'in g metal-to-metal contact.
Receptacle O∥entalon:
1. :nstall grOund Pin Of Vertica∥y mounted receptades up,and on hoHzontally mOunted
receptades to the Jght.
2. install hospital‐grade receptacles in patient・ catt areas With the ground pin or rleutral
blade atthe tOp.
De哺cc Platesi Do not use oversized or eXtraギ eep plates. Repalr Wal lniShes and remount
outiei boxes when standard dlVice plates dO notfl llsh or do nOt COverrOuoh wall opening.
Dimmers:
1. lnstan dimmers哺 thin teⅢs Oftheir∥sung.
2.Vedfy that dimmers used brfan speed∞ntrol a腱 ∥sted forthat ap口 iCa∥on.
3. :nsta:l unshared neutral conductOrs On line and load side Of dimmers amrdi●9 to
manufacturersi device l:slng∞ndiJons in he witten inま 即ctions.
Arra,9ement of DOvices: unless OthenMse indiCated,mount lush=輛 th:ong dimension vert:cal
and with grounding teminal of receptacles on top_ Group adiacent S哺 tches under sing:e`
mul∥gang wa∥plates.
:DENTIFiCAT:ON
comply Wth Division 26 Section"!dentincation for Elect「ical Systems,"
1. Receptacles: :den∥fy panelboard and circutt number from which served.Use hot=
stamped or engraved machine prlnlng、Mth black・ fl!led lettelng on face of plate,and
durable、Mre markers o「tags inside outlet boxes.
FIELD QUALITY 00NTROL
Tests for Convenience Receptacles:
1. 日ne Voitagel Acceptable range is 105 to 132 V.
2. GFCI THp: Testfortripping values specined in uL 1436 and UL 943.
3. Using the test p!ug,verify that the device and its outlet lox are securely mounted_
4. The tests sha∥ be diagnostic, indicating damaged conductorsi hiOh ttSiStanoe at the
circuit breaker, poor connections: inadequate fault curent path: defective devices, 0「
similar problems. Oorect circuit conditions,remove malfuncloning units and replaCe
with new ones,and retest as specined abOve.
EN0 0F SECT10N
WiRING DEViCES
262726‐3F.
G.
H.
3.2
3.3
A・
Oak Brook Oor Club Pa領 。Renol“tionノ ProieCt No 2018‐027
SECT10N 265019
LED H「ERIOR LIGH■NG
PART l‐GENERAL
l.l SUMMARY
A. SectiOn lndudes:
1. Extettor soild_state tumlnaires that are designed for and exclusi"!y use LED iamp
technology.
3. Related RequiomentsI
l.2 DEFINIT:ONS
A. CCT:Corel●ted colo「temperaturet
B. CRL Color rendenng index.
C. 日xture:See・ Luminal碑 .・
D. L●men:Measured output Oflamp and luminal",or both.
Eo Luminalre:complete:ighung unit,induding:amp,relector,and housing,
1.3 ACT10N SuBMiTTALS
A. Product Data:For each type ofluminaire.
1.4 :NFORMATiONAL SUBMITTALS
l.5 CLOSEOUT SUBMttTALS
A. Opera∥on and maintenance data.
1, Provide a∥st of a∥lamp ttes uSed On Prolect.Use ANSi and manufacturers'codes.
1,6 F:ELD CONDIT10NS
A. Mark localons of extelor iuminalres for approval by OWner′Engineer p∥or to the start of
!uminalre insta∥alon.
LED EXTERIOR LIGHTING
265619‐1
Oak Brook Gor CLb PaJo Renova“onノ 同 o成 ヽo2018‐027
17 WARRANTY
A. Waranv Manuracturer and installer agtte to repair or lep:ace∞mponents of luninaires hat
fa∥in mateials orworkmanship輛 hin specfed waranty pel●d.
1, Waranty R面 ●d:one yearfrom date orSubstantal Compl繭 ●.PART 2‐PRODUCTS
21 LUMINA:RE REQUIREMENTS
A as deFlned ln NFPA 70, by a quailned testlng agency,and marked for intended l●cation and
appll●atOn
B UL Complance:Comply輌 th UL 1598
C Lamp base∞mplソ ng哺 h ANSi C81:61.
D. CR:of minimum 70,CCT Of4000 K.
E L70 1amp lfe of 50,000 hours
F Nomina1 0口 lng VOltage:208 V ac
C. lnllne Fusing:Separate in‐line fuse foreach luminalle.
H. Lamp Raing:Lamp marked for outdoor use.
「 Source Lim僣 趙ons1 0btein luminaires from●:ngle source from a single manuradurer.
22 LUMINAIRE TYPES
A Area atld Site:
1. Suttect t。∞mp∥ance wh requirements,provlde productindicated on D"面 ngs:
2.3 MATER:ALS
A Metal Parts:Free of burrs and sharp∞mers and ed9es
3 Sheet Metal Components:ComDsiOn―resistant a:uminum.Form and supportto prevent warping
and sagging.
C D●ors,Frames,and Oher intema:Access:Smooth opera∥ng,free of∥ght leakage under
operating oondi」ons, and designed to perFnlt relamping ψ
"thout use of tools Designed toprevent doorsIヤames,lenses,d"lJsers,and other●omponents hm fai::ng accldentally du市 ,9
relamping and when secured in operatlng postton Doors sha∥be remomblo for deaning or
replacing lenses
D DifFusers and Globes:
LED EXTERIOR LIGHTNG
265619-2
Oak BFOOk GolFClub Pa∥o RenoValon′ProiectNo,20181027
1, Glass:Flattempered Olass.
E. Lens and Reiactor Caskets:use heatⅢ and aging‐resistant resilient gaskets to sea:and cushion
lenses and remctors in luminai"doors,
F. Reneclng surfaces shall have minimum renectance aS follows uniess otheⅣ哺se ind:cated:
1.WHt Surfaoos:85 peroent
2. Speoubr surfaces:33 percent,
3. D翻 陶sing specular Surraces:75 peunt.
0. Housings:
1. Rigidly forrnodl weaher・ and:ight‐tlght enc!osure that、朝∥not warp,sag,o「defom in
use.
2. Provide傷 lteげ breather for endosed ium:naires.
2.4 FIN:SHES
A, FaCtOry‐Applied Finlsh for Aluminum Luminairesi Comply with NAAMMヽ "Mltal Finishes
MLnualfor Architectural and Metal Productゞ for recommenda∥ons for applメ ng and designalng
lnishes.
1, FinlSh deslgnattons preFlxed by AA comply Ⅵ潤h he system esLblished by the Alum:num
ASsociation for designatng aluminum lnishes.
a, Colo鷹 Bronze.
2.5 LUMINAIRE SUPPORT COMPONEⅢSA. Compiy with requirements in SecliOn 260529"Hangers and Suppo日 s fOr ttecttcal Systems"for
channel and angle ittn supports and nonmetallic channel and angle supports.
PART 3‐EXECuT:ON
3.l GENERALINSTALLAT!ON REQUIREMENTS
A. Comply with NECA l.
B. :nsta∥lamps in each luminaire.
C. Fasten i●minalre to st『uctural support,
D. Supports:
1. Sized and rated forluminaire weight`
2. Ab!e to maintain lunlinaire position aner cleaning and re:amping,
3. Supportluminaires without causing denectiOn of fnished surface.
4, Luminaire‐moun∥ng deviCes sha∥be capable of supporting a horizOntal force of 100
peroent Ofluminaire weig‐ht and a verticalforce of 400 percent oflunlinaire welght,
LED EXTERIOR LIGHTNG
265619-3
Oak Brook Go「Club P●lo Renovatton′P“jed No.20136027
E, Wlring Method:|口 ¨∥
“
bles in raoeways.
F: installluminales ieveli plumb,and squa～輛ね編nished即 日de FnieS Oth"輛 se indicated.
●. COOrdinate llyout and insta"a∥0■of:り mlnaltts哺 th other consmction・
∥, AdluStluminai“s that籠調りi腱 ndd adiり stmentor aiming.[ 髭騨 紺盤朧嘲鶏酬 織 "・
L●vVol撻
"日
●面dP―r ttndmEors a耐
s for E:釧
“
i System♂for widng oonnections and
winng mdhOds.
3.2 CORROS10N PRMNT10N
A, Steel●●ndulsi comply win Section 200533・ Raceways ttnd 8oxes lor E:ectrical SystemS.・
3,3 1,FNT:FICAT10N
A. り田的 syStem∞mponents〕晰lng,Cab∥ng,and teminals`Com口 y ttth requttments for
日en哺 ●Btlon spectted h Sectlon 260153・ ∥entttca饉 on for E4octical Sッ Stemsr
34 F:ELD QUALITY 00NTROL
A. insμ tt each insLlled luminaire for damage,Replace dam●ged iuminaires and●omponents,
1, Opera6onal Test Ater i翔 Sbllng luninalres, 8ⅧtChes, and eccessories, and a搬 〕『
electrical oircuitt has been enettized,test units to oonlm proper Operaむ on.
B. Luminaire綸 潤l be Considered defectt ifit does■ot pass tests and inspecoons,
C. :f adiusments are made to∥9hting siド em`mtestto demonstrate oomp∥ance with standards,
3.5 DEMONSTRAT10N
A, Traln Owneた maintenance personnelto adlust,Opemte,and maintain luminaires.
END OF SECT10N 265619
l_ED EXTERIOR LIGHTING
2656194
ATTACⅡⅣIENT C
VILLAGE OF OAK BR00K
OAK BR00K GOLF CLUB PATIO RENOVATION PROJECT
ATTACHMENT C
LIST OF DRAWINGS
SHEET NOS. SHEET TITLES
Gl.l Title Sheet
Dl.l Du.lolition Plan and New ConsmctiOn Details
Al。l Plans and Details
Ml.l Plans and Details
El.l Electrical Lower Level Floor Plan
El.2 Electrical PatiO Floor&Pergola RoofPlans
DATE LAST
REVISED
August 9,2018
August 9,2018
August 9,2018
August 9,2018
August 9,2018
August 9,2018
ⅥLLAGE OF OAK BR00K
OAK BR00K GOLF CLUB PATIO RENOVATION PROECT
ATTACHMENT D
l. Contractor shall have five (5) years of experience which is comparable in tlpe 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 Contraitor
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, Contractormust deliverto the job site sufficientmaterial 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 1. 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
placed below the immediate work areas of laborers and scaffolds to warn the public of
people working overhead.
ATTACHMENT D
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 rernove 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 withinT2
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
OAK BR00K GOLF CLUB PAT10 RENOVATION PROJECT
APPENDIX l
PREVAIL】NG WAGES
County Trade Tit!e Region Tvpe Class Base Wage Foreman Wage OT M―FOT Sa OT Su OT Ho!H/W Pension Vacation Training lOther Frinse Benefit
DuPage ASB[STOS ABT―GEN A∥ALL 412 1377 1320
DuPage ASBESTOS ABT―MEC A∥BLD 37.88 4038 1292 11.820 072
DuPage BO:LERMAKER A∥BLD 4946 53.912 6.97 20410
DuPage BRICK MASON A∥BLD 4538 48.38 17400
DuPage GARPENTER A!|47.35 49351 1179 20410 06ヨ
DuPage CEMENT MASON A!!45.25 47252 11.75 17.0ヨ 3.86
DuPage CERAM!CT:LE FNSHER BLD 395C12 1075 1202 07フ
DuPage COMMUNiCATiON TECH BLD 36622 1235
DuPage ELE(IR:C PWREQMT OP ALL 4259 57.952 5.75 1321 075
DuPage LECrrRiC PWR[QMTOP HWY 41.45 56.382 128フ 073
DuPage 巨L[CrRIC PWR GRNDMAN A!|ALL 29322 909 0.29
DuPage [LECrR!CPWR GRNDMAN ALL HWY 56.382 9.92
DuPage ELECTRIC PWR L!NEMAN A!!51062 12.77 5750
DuPage Et[CTRIC PVVR L!NEMAN ALL HW 496フ 5638112 0880
DuPape ELECTRIC PWR TRK DRV All 34.03 57952 575 10550
DuPage ELECTRiC PWR TRK DRV ALL HVVY 33.14 10.29 05g0
DuPage [LECr「RiC:AN A!!BLD 40.51 12.35 2178 5.25 0750
DuPage ELEVATOR CONSTRUCTOR A!!BLD 5485 6171 1543 971 0.61
DuPage FENCE ERECTOR NE ALL 3958 13S
DuPage FENCE ERECrrORW ALL 450611 10.52 20.7(07
DuPage GLAZ:ER BLD 42.45 14.04 2014 094
DuPage HT/FROST INSULATOR BLD 505 1292 13.1〔0.72
DuPage IRON WORKER ALL 48.33 51.83 14.15 23.280 035
DuPage RON WORKERW ALL 46.61 50172 11.52 6.970 1602
DuPage LA30RER A::ALL 42_72 43.87 13.77 13.70 0.72
DuPage LATHER All ALL 4735 4935 11.7g 20410 0630
DuPage MACHINIST AI!BLD 48.38 50.8〔895
DuPase MARBLE F!NiSHERS AII 10.65 16460
DuPase MARBLE MASON A!l BLD 45.4 49.9フ 17.390 061
DuPage MATERIAL TESTER I A∥43.052 1855 9950
DuPage MATER:ALS TESTER!|AI!ALL 37722 1377
DuPage M:LLWRIGHT 4835112 17031
DuPage OPERAT!NG ENG:NEER BLD1 5012
DuPage OPERATING ENGINEER BLD2 48822 0730 3444
DuPage OPERATING ENG!NEER BLD3 47.25 55122 15.120
DuPage OPERAT:NG[NGINEER BLD422 188 143520
DuPage OP[RATlNG[NG!NEER BLD5 54.852220
DuPage OPERAT!NG ENG!NEER BLD 55.12 196520
DuPage OPERAT!NG ENG!NEER BLD72000
DuPage OP[RATING ENGIN[ER All FLT 40.2 1965 16230
OPERAT,NG ENG!NEER AII HWY 48 513 15.05
DuPage OPERATING ENG:NEER A!!HWY 48.75 1s.6sl
DuPage OPERAT!NG ENGINEER All HW 467 19651
DuPage OPERATING ENGlNEER A!l HWY 45.3 53.3 19.651
DuPage OPERATING ENG!N[[R All HW 44.1 19.651 1.4
0uPage OPERATING CNGINEER A∥HWY6 5232220
DuPage OPERATING[NGINEER A∥HWY フ 503220
O0Page ORNAMNTLlRON WORKER[ALL 4805 505522 1409 20590 1250
DuPaee ORNAMNTLIRON WORK[RW ALL 4506 4866222 1052 207600
DuPage PAINTER A∥ALL 10 SS0 1350
DuPage PAlNTER SlGNS A∥BLD 432522 3250O0
DuPage PILEDRIVER A∥ALL 4735 49352 11790 0630
DuPage PIPEFITTER A∥BLD 515 189400
DuPage PLASTERER ALL BLD 42752 157100
DuPage PLUM B[R A∥BLD 532522 14340 1280
DuPage R00FER A∥BLD 4365 4765 1522 12440 0530
0uPage SHEETMETAL WORKER A∥BLD 46772 1075 15550 1030
DuPaee SPRINKLER FITTER A∥BLD2200
DuPage STEEL ERECTOR ALL 4207222 1345 19590 035O
DuPaEe STEEL ERECTORW ALL 486622 207600
DuPage STONE MASON A∥BLD 46192 1065 179200
DuPage T〔RRAZZO FINISHER A∥BLD 41542 10750O
DuPage TERRAZZO MASON A∥BLD 4538 48882 15890
DuPate TlLE MASON A∥BLD 4649 50492 149900
DuPage TRAFFIC SAFETY WRKR A∥HWY2 フ0580
0uPage TRUCK DRIVER A∥ALL22 1061 0150
DuPage TRuCK DRIVER A∥ALt2 3645220 0150
OuPaBe TRUCK DRlVER A∥ALL322 968 13250 0150
DuPate TRUCK DRIVER A∥ALL4 38162200
DuPage TuCKPOINTER A∥BLD 482200
毯鳳しlLILAf lDocumentA3127麟 _2010
Pertormance Bond
GONTRACTOR:
(Nann,legol statw ord addr*s)
Orbls Construclion Company. lnc.
27396Volo Wage Road
Volo, lL 60073
OIIINER:
Nane legol stslrc nd adclrus)
Mllage of Oak Brook
1200 Oak Brook Rd, Oak Brook,
GOTISTRUCTIO}I CONTRACT
Datat 924t2018
Amount $279,500
Dcscription:
(Nane dnd leotlon)
Oak Brook Golf Club Patio Renovatlon at
2606 York Rd,Oak Brook,:L60532
80ND
Date:10′01/2018
rVar ηJF″rrlo,caJsrrtrarriO「,cOr″rrc′Dα り
Ainotlnt:S279,500
MOdincatlons to chis Bond:
CONTRACTORAS PRl∥CIPAL
Bond Number: P8021 29600005
SURETYI
(Nane. legal stohr and prtrciyl pl*e
of fuslw{g ADDITIo}lsArlDoELtroN$:
Phitadetphiatndemnityrnsurancecorp.nff i[[fffi 'ffi tlilOne Bala Plaza, Suite 100 *rpft-.fneru0rormayabo
Bala cynwyd, Pennsylvania hanr$,t.dthe terof thoortgfnet
AIA alendrd fan, AnAiltbrc and
D.lcbln Rqlo,l hrl nolc addcd
ft{snrallon rr rm0 I rsvbbne lo lhe
lL 60523 rhndrdfomrlallrrvrtabletrorn
lfte alhor ad.hotd De lq/emd, A
ys&el [nc lo tlr m mqh olhb
doarmrnt ffilcrt€r wrrcn tho ruthor
has sddod o.crssay lnlumallon
ud nhrn lhe.dhq ht! addod lo or
ddclcd frun llr o[fnCAlAtd.
Tfib dqrmanl h$ fnDslrnt bsal
conscqucnc* Consldlon uih an
rtomcy b mcoufegcd wlh rssp€ct
tolh compLllon or modllbdlon
&ry rlryulr relenncc h Conlrador,
sudy, Orneror oths pady ehall b€
colllldslcd plural wtcn eppllcabla
Nameand
Titlc: Derek$htrorq€tcr+EtD3./r Tilh:Atlomey.n.Fad
(Any aMltlonal s$wlures qynron tle last page of thls Paforunnce Bond.)
(FOR INFORMITION ONLY - Nanp, address and telephone)
x Nolle l l Sce sed:on i6
SURETY
Compaty
S181lature:
N8:ne and
Company; (Caporale &ol)
Orbls Comtructlpn Company. !rc.
Signau.u,S
ACE∥T oF BROKER:
Connor&Callagher Onosou隅
760 Warrenv1lo Rd.:Sto 400
L13:0=:L60532
rcorν・ara
OWNER'S REPRESENTAT:VE:
″Farff“4職 :=“′°びarrlar・ ′η切
A:A DocumentA312"‐2●|●Po7fOrlnanco Bond,ThOMettnlnsEtulo of″由鮨饉3.Al:■Oh“r。0。
11廿 ∥1∥lli∥]∥I::11∥攣lMU。3.Cowrtgtt Law■od internd:●oal TrooMo3.Unautho12ed rOpmduction or distabul10n ofthLAli
"ve"IIv∥ood cdmlnal p“J山
",3nd Wl∥
bo proooollted tO the mo31mm exOoot p●88ib:O under u
15:25■Ooo Otrlα "13o"彙 『OderN●β87147502:_1蝸 暉
"ド
On12睦 7閣 〕131 ood tt notfor resde.
Uler Nole8:(1観 705251)
§l TIECOlltmctorand Stlretyjoin∥yand severally・ bind thelulves,thel hd6)exn“ors,ndministratorst
su●|‐ors mdass,gnstothe Osvner for me perFornlanc●●Fthe ConsructiOn conlracljlVhm t in●orporated hcreh"
reFonoe.
§2:flhe ConlractoF perFormstheCon"ruclion cOntract,theSmtyand theCmtttOrshall hveno obli3010n under
this Bond,●xcept lvhen applicaЫ e to panlcipate in a conf●lence ns provided h Section 3.
§3:fhere t no αvner De■ll∥under ule Construction Contract tt Sureげ SoЫ igntion under■t Bond slldhri“
aner
.1 :heOlvner trst pro哺 des noti"to tlle COntm●Iorand theSureyllll:鵬 Omerisconsideril18decl●lng
n Caltractor DettuL Sucll notice sha:l indicaletthether aleoswris req」BHnga colltrence amongthe続 ,COninctOr and Surety o discぃ ■e cOntmctort PcFo―ce rheOm"doos nd
request acontrencellheSurety mり lvithh ive6)busin●sd■●oner""ip1 0Fthe O珈 ler'snotice・
request stldlt conttrence.IFtheStretylmelyrЧ llds a COn蝕 m喘 ule olmer shall allend.Unis
:he OMtragreolhS、any・ onference requested under ht Section 3.I shJl b●he僣 輌 轟h ien
(10bllJnessdeysoFthe Surey's re●●ipt oFthe O"ner's nomoe,r油 Oo、mel llleContactor alld the
Surety鴫卜らtlle ContrBctorshal!be a∥ostd a FmSmbletimeloFForm:he Constalctial Con:ract.
butstlch en lgeement shJi noい nive the osvner・ s right ifany・ stl■eqllent:yto dedare n Celtnclor
Dettult:
.2 ute OmeF deClares a Contractor Dettuit,teminates the Collstructiα i Contractandnotines lhesure“
llnd
.3 111e Olvner has agreed to pay tlle 3oinllce orthe cOnmct Pri∞in acc∝moe颯 h the terlns OFthe
Con"rtlction Contmctto h Surety or io●caltractor se:ected to perrofm the cOns"面 on C●n哺 oし
s4Fa∥ure on the part oFtlle Omer,o∞mply svi∥:he notice requirelllellt h Secti∞3:shJl■ol∞ng“u“n籠 ∥ure
to call口 y Muta∞nd“on precedent ollleStretrS Obliga“ons,or release■eSwevお mi、obli酎 1●T・ except to
■o αlellt:he Su耽 ゾdelnollstrat∝adud PIcilldiCe
§5 When tll●Ovけ h3S SRttSttd he cOndI∥olls oFSection 3,:heSllretyshJlprompuyand■∥e suげ s expe藤
takし ole oFtlte Fo:lolving nctions:
S■l Armllge For tlle Com"tor,lvith the∞nsent ofthe mmer,tO perForlll and∞mメ ete thecOnstrtlclon Colltract
§誡Ulldertak●op∝おrm and●olnplete the Coは ruaiOn輸 :ract ilse11■70ugh i、電ent or hdependel■
oontnctors;
§63 0btain bids clr negotiated proposnt Front qun∥led●onmct¨3CCepteblelo uleOmer fOre contmct For
perfbrmm"and complalon OFthc Constrl●lion ConLact・ ●ml13e For B colltt b be preprd For exectlion by the
Olner●●d a conttactor selected輌 ththe omer's●●nollrenn tO be sectlred哺 輛Fttmalce"ld""ent b●nds
execuled by●qudlied sutt eqlllVllenttothe bonds issued oll ttCon31●●Iim衝 t口 軋and pay lo lhe OwneF llle
omottntoFdmm●3●as described h Secti●n7h exGs ofthe Balm∞oFtheConmcI Price hctlred byhe Olvner n3
●FeSllll oFthe C勧 :mclor DeLu:1:or
§54 WRive ns rigllilopertrmalld colllpletら arrange b●●ntpletion,or oblaill e nesvcolltractor nnd lvith rensollable
prOm"ess under thedrcumstalt¨:,l Attr inves18ation,dderlnhe henlnotllit ror ttich m may be ittL loth●Omo allt eSS∞n as
pmcticnble nter∥leamoullt t detlrnlin4 m融 。
“
り"ntlo the ol●
ler;or
,2 Delly∥abilily h ttde Or h Part alld“diシ the OIVnerl d“ng ule rasolls brdenLL
謡肥総∥¶1轟 器IWil欄 1肥
'出
|ゞ 霧鳳淵脚 昔階 、繹 認嵐輝ned。
delnandingthatmesuretyperFormitsobligatiols●llder th:s Bolld,and tte OⅧo 3hal:be ent∥ed to ellお roe ally
remedy●ldlable t●the Osnler.:rllle strety proceeds as p"獄 ded in Se●:on 54,and the Owna rettsesthe"卿t
or ttSurety has denied∥Rbi:ilyJ h輛 de or hi patt ttthotlt i『lher notice dl●Om“sh∥be ellliled toenfbrce any
reme●3VnihЫ e to:heOⅧ∝
AIADoamd A,l2fl - 2Ol0 P.rrormurc. Eod.Th.&r6rLan h6[lll. o(Ardlhaaa. Alldghta
'rlsfiq(
Yv RfllIO: fia An'Documanala prot.cladby
U,8. Co8d!fif !l, and lnLmrtlonrl liarlLa, Unrllhortrad raprodudloo or dbirllu[oi ol thb AIA' Doclmd, o. r,ry Podlon ol li lnry ..ault ln
t v.ra alvlt.rd cdr nrl p.irto.!, drd rrlll h. Plo!..rll.d to th. m.il un adant pd-rlblarrndrih L . Tta d(.rlt!!i1ti&3 lutr8dbyAl{.olioara 6l
t6:25:,at or! 01rl02ol8 uxr.r ord.r tlo.€871a76021-t $fldr suraa olr t2lzrrzol!, .d 13 nol lbr rlrLlo
User Nola3:(1“270S261)
§7 1Rhe Suleヶ deCお t。耐 under Secli●n5.L52 or,3,then theresponsb∥∥●oftheSunッ lolheOllnershJ:not
be grealer lhalllllose orthe conllactoF ullder me cOnm"iOn cOnm●t,alld lllempo"ibil∥es oFthe Olvn●:oh
Suretyshali noi begl∽teFlhan hos●。FtheOlvnerunder lheCOl13け uC∥On ConteLS“い ●::。thecommmmentbythe
Osvnero Pay he 33iancc ofth●cmtnct Pricel dle Smty t Obligated,lvithotl:d口 1酬 onj For.1 」
'●
FeSp●●JЫ ttlesorthecontractor rorttrec∥.ll oFderective,町 kandconple∥on orthe
Conslrudion Con飾 麒:.2 ●ddmiomileFt design prokiOnd and de:tycostsぃ J∥ng lonl∥e Collinctor'sD●Lul、lnd
rml:ting FFOm lhe action3 0r島 ∥ure tO●●t oFthe Strety under Seclion Si and.3 ∥qddmdぬ 囀 "irn。∥申iated dalllages are spcined h■.cOllsmltiOn cOntrat aCtua!
damag●
“
耐byde:ayed perrormance or nOn‐perお rlllall“oFthe ContractoF.
S01■he su¨tyel●●s toact ullder Section S.|,5.3 or,4,■e Surety's∥ュЫ
“
りたlhited tOthenmttnt oFhis 3ond.
§9 7he Surelysha∥nol be liable 10 the C晰 ‐●r olhers For oЫ igadolls oFthe Calmclortlnt aFe mrdtt lo he
躍蹴l露 鵠織1鳳 l慧 魅蹴憲樹耐3ξ漱I胤 お躙 器器w鵬 躍譜に
え乱臨出認昭躍1懲 獄宙l霜 猟珊 椒rhgぬ angい 。ft“bheぬ nJruclim cOllma Or。
認拙 蹴織鳳藻rtti濯 機寵贈脚 肥辮諾編蝠 棚鳳鳳
朧 柵 鰯闊 躙 榊F
S12〕轍icl lo dle S出弯、tlle Osvner or the Contractor shn∥be mailed∝del籠 d lothe nddrs sh●vn otthe pnge
at which OKttrsigll●lv●●ppe●.麟珊褥鼈辮褥絣
:10t a3■00mmm lalvbond,
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糀 魚鵬 1躙 鷺織 剛 鮮 榊褥 齢 躙 辮 鰍lorわ beroceived by:he ctner h gtle-1●Finstmnc●
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Paymerr3ond
Bond Number: P802129600005
CONTRAC70R:SURETY:
(liana legol tu$a l deui Nanc,lqot toaa a*t ntrimt
Orbis Constructlon Company, lnc. ptw dbunrcj
27396 Volo Village Road phitadelphia tndemnity lnsurance companyVolo, lL 60073 One Bati ptaza, did i00-- --
O1yIEft Bala Cynwyd, pennsylvania
Nd,te, legd drrat qrd &rzsrt)
Mllage of Oak Brook
1200 Oak Brook Rd, Oak Brook, lL 60523
oilsmrrcnoil coiIIRAcI
Dat. 9l'1U12018
Anotrt $ 279,500
Dccriptid:
No,rendlddrot)
Oak Brook Golf Club Patio Renovation
at 2606 York Rd, Oak Brook, lL 60523
BOiDIhe 10/012018
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翻賠ndmtton歓 路潔
宙|●:Derek Watson,President
S I thE Coraactff ard SuEty, joiuuy Eld ssvr.Elly, hind thcor.lvcs, thcir leilr, a(ccuto(l|3, adnirdststors,
qsasors md asigos to th€ Orvocr to p.y fu lrtor, mtsids rd cquipncot ftmi$cd ftr u9c in the pcr&rnetrcc
of olc Constuctiql Cobrct, rfridr is incapcratotl hacia by tr&scocc, subirt b th fCl@ing Eos.
$ 2 If thc Cotncu prmgrly ttralc payrrut of all eua! dr8 to CtrirlarE, md dcftodf id!@ifrr ud holdr
hra{csr tbc Oqna tm cfains, &oaG, liar c erils by oy pc.aoo 6 lotity ro.ting pr)/tnrnt 6r hbor,
mauials u cquipacat fwai$cd frn' Dsc is lho pcrbrmancc of tlrc Cmltlrctid| Contasq th.n (r0 Suttty lad ltlc
Conbact( dral h r !o dli8atio uadcr&is Borrl
! 3 lf tcre is m Oucr Dc&ult uodcr lhc C,onsilctic[ Cctirt, tic Surcty's obligatidr to thc OwD!( uadlr this
Bmd ghrfl nisc rft.r lhc Owna tar paptly nolifod ftc CalElrtr ed rh€ Su!ty(8t 6€ lddrlss dcsoribcd in
Scctiom 13) dclain+ daands, licos q sdb lgrind thc Ov/tra 6 tbc Onmcrb Fopcrty by rny pr'lon a adty
sccting papcnr fu kbor, nacdals c oquignart fumisb.d fc tao in 6c paerD!trcc of thc Coortudion Cofrct
ad teirdcred dcftose ofcucl clairs, als'E rd$ [.Ds a suils !o thc CmErcfr snd th! Sutrty.
S { Wh6 ttc Osrna has sethicd ihc cddiddl3 in Scction 3, ihc Su!*y slul p(@ptv ad at thc S\tr!ry'3 @cllse
dcfto{ ildconi$ sod told harmlcs thc Owoa agrina a rirly taulcrod clrim, d.o!r4 licn c edt
! 5 Ths Surcty'r obligrtios lo r Claimld lnd.r ttir Bod shall arisc aicr thc following:
$ 5.,l Cbimrtrts, lrto do not havr . dircct conttct wi6l thc @rbada,.l herc trmidrd a Mittro noticr of nm-palan€nt to ftc Coteto, .i8ti!g wiol subcrsltisl aoc[racy
iE amallrt clsimcd ed iho nsrlr of ihc party to whot thc roafcrids ryql, or eqEiFrrot n!s,
firDi$od a a{plicd s fa wtc: thc l.bo( yDs dmc or pafuraod, within ainay 00) rtays affcr
lnving last pcrfronca hbor or last fimishcd mEtcrirls r cquipmot iachdcd in tfic Ctain; rod.2 haw scolaclai[l ro ihc Ssrrty (et ttc rd&tes dosoribcd in Soaio 13)
S 5.2 Cbhlllb, rAo rc crq,lo)Gd by m hal€ r dirEt cd ract tritb lhc Cqltsad(, hrvc scot . Clrin io ltr Sur€ty
(at tc rddrqs d.sibcd b Scctim 13).
S 6 lfa noticc ofn(!l?6yll61t rcgircd ty Scaion 5.1.1 is tiwn by tho OWDG( io lic Can[actor, tf,d is $6cicnt to
satisfr a Clriurt's ouigEtotr io firtd!fr s srith notac of m-pslmlol und.. Scciim 5. t.l.
! 7 \l,hco a Ctaimml bs sati86.d lhc ooDditioDs ofscctions 5.1 or 5.e uAidarcr is rpplicablq lhc Surty shdl
prcsptly and at lhc slrrt/s c*pcosr tltc lbc folloc,iDg actins:
$ 7.1 Scnd aa aruv,er to the Gaimmt, with a copy !o ihr O rcr, viihi! sixty (60) dE r 8ftcr rEcipt of $e Oriq
statiEg thc rrlouDt8 lhsl rc udirpitical md lhc laris for cballcnging my atrolntr Ollt arc disputo4 aod
! ?,2 Pay or arragc ftr Fyr0rnt of rly uodilFrtcd ulolne.
S 73Thc Sur*y's fiilurs !o di!&sr8o ib ouig[tims uad.r Scctio ?.1 a Scatior T.2 shdl sot bc drroEd to
cotrdihrts 8 wsirr( ddcfoiscs ttrc Surty or Conaactd mry hal,! or roquirc ar b a Oaim, cqc4 !! fo uDdiryu&d
smqrDa fu cAich 6c SuEty rnd OaiEet havr rcbed rgrc.nrot Il, ho}!rlr, 6c Su(fy fils to dis&Egc ib
obliFtiors rndcr Scctioo 7,1 cr Soction ?.! tho &!!ty rhsll tndmi$ thc Grimant fa thc rcasooablo.tE xt's
ftcs thc Claiout iacrrc ftcrcricr 1o rccor rny sums frnod io bc duc md owi!8 io 6c Cl'i-'t.
S 8 thc Sla ty'6 total obligtion shall nd orcecd ft6 tnlount of fis BooG plus ltc afrollt of rraromuc rttdqrrs
feps fovided rlo&r Scction 7.3, aad thc rmqmt of liis Bond shgll bc sredited for 8ny F,,Ecot8 ql8de h good f.ith
by thc Surcty.
S g Amqlnls owrd by thc Owna to thc Col8actol |md(r tho CoGtuctioo Conm* dull bc uscd for thc
pcrfrmmoc of lhc Constuctioo CcEtrEct End !o satisry cbims, ifany, unda oy coostructicD pcrbrmocc boud"
By lhe Contsacrr ftmiddry and thr otmcr aoccpting fis Bond, they agrcc that rll ftlds c{trcdby &€ Carbrchr
in 6c pcrftrmrrc€ of $c Cortuctioo Cmtlct rrc &dic8lcd to ssti$ ouigatioE of thc CoErctr rod Stlllty
ud(r &is Bond, subject to ihc Owna's fiority o use orc fundr for lhc corplaim of the vaork.
AIA O6ur.rn tSl2E - lSlO FCri- god. r AltEb.n Mt ts d ArcHtcL Al n8h. rrv.(waixt{G: fttr rf oo"-*r rr pffi rv
U.& CoDyrEia Le .nd hr.rrl. o|l.l l.r.lL.. Lh.uthodr.d ngrod{atlon o. dLlrlblrbn ol tt*
^l.^-
Dclr.ru, or .|ly podon ol l! ry E.u[ tr
..van cMl.nd. nln.l,..r.|tb., aod lrll !a ,roaacqt d to th.llla*nun qta Doaalbbuldarita lau. fn43 &q|ns sa.,.oducad WAt !olir/"o
et i2s:rl8 m 06i23r2012 udr Ofltd No.15,i560164q*t rrhkh !pkr. on 02l0ara013, d L lDl to. ,6rl€.lr..rlota.: {ie5fi48a06)
s I0 rtcswety shsll not bc lirblc b &r O'voor, oaiqnors or othcrr for dtiiatims of tc contrcb( 0,"t'ruEc,atld to 6e co,strctio cfitrct thc owna sh![ mr bc tirblc ft( rhc-paprrt ofoy ccts.,*fr ormy !!!ima!t udc, this Boo4 and &aft frave lgda rhis Bond uo obtigadcn til igt c payrrirts tq ; & ,rrd;;bdalf of Clairrans or othaurisc har,r any obllgaions to Oaioma ridtr thir Bond.
0 It rhr surcty h.'lby uaivcs oaicc ofrny c,baogg iaclding changas oftlnrq to rhc corfurtiol c.o,t ct 6tordilGd nrboootrcts, prchac ontcc aod odrcr dtigrtios. -
0 ,2 No srit or&tim $all bc cmpcoccd by r Cl'irn,it 11adlr tbis Bod othq. oin tn r oourt of aomDctr rjuddidioo h rhc srrE in wtricl tc projcc int is thc e&iocr of thc conrrn"t c-t""t a-i*t o i-ffi morpintkn_ofooc ytar 6on thc rLt (l) orr *hidr fu Oafoirn rcnt r Chim to $e Suay Fuaut b Sooton !,i.2G 5.2, c (2) on wlic.h thc hst hbtr or sorvicc trrr pcfumcd by .n).on6 or drc bst trd;;l! tr "qtp";;;-ftmilhcd by sryonc .-dcr 6o Cfirtu.rio C',u.air, whiacvci of it; or (2) frn oca,r. lf tbo Fi"i,i;;;i,Paognp_h arc-rcid c pohiutcd by law, rhc nirdm,rr pcriod of rimi-taricr "*ruuo o ..aii ,"-; dltil; il;
Ju$dlctron of 6c srrit trll bc qpfeblc.
! l S.Naicc od oaims to rb. su$y, rhc ou/trr o thc cmtncts &alt bs naild or dcli,rrql to rtc ad&q &m,no oc ptgc o, uihrco 0ror agnstlr ipcrrs. Achril rocsipt ofaoticc fi Clainls, hmrcvtr acoompliieoq dla,l bcslffciqrt conpliGcc sr of ths rho roodvsd.
$ ll whco 6is Bond h'" bcar fimi$cd to ooody wirh r statut,y or orhr rqst r€$dr"'at iD h! rocrtio whcrr
F .g9rq"*q yq .!e pcrftnnod, any proviiri6a in t i, Sood ;-niang #O ,"il a"tlorv r tcsal ruuirJ t
1!"u T 9-t"d dd:g hqtG_gn ed fovilors conforming b ruch datnory or otha tcgd n;quirc;e,t ,ir.tt t"dcarrcd rocqp6!&d haqo, Whca rc ftmirhod, &c inirnt is [u( 0& Bond drall bo cqrlnrcd .i . ,t arrory torOrnd rotrs a ooNtrmon law bond.
S f 5 Upotr ltqucd ty my Fsar 6 artty rpplsri!8 b be ! pot utisl bclddary of this Bood, fic Cotr8ctfi ndUwllc. &tU Fr)p$y fumirft 8 copy sf this Bmd or shel parmit s copy to be Dlda
6 l0 Deftlioos
S 16.1 Cldm A srifia dltlrncot by thc Ckimanr induding rt a minimrua:.1 ihc lmc of tt. Ctdnr ;2 ttcame ofttc pcrsca ftr whon thc lrbor rur dme, aE 6irls o oquipnrnt llmi$od;,3 a coly of thc rgrcanart a Frchrsc qdc, Fraurr ro whi6 laboq miairls * .q,tpGt ,o"frmidrcd fq rso rn thc pcrfummcc of the'Costsucti6 CclactI a tnddcrcriptim ofthc hbo(, rlst ri.fr c oquipmco firni*o4
'5 tbo <hE oo wtid ihc crai,rttlrtp'foflmirabor m rart frnniiM oarcirls c cquiFrcot for uc
in 6o pcrfornarrcc of tbc Cafftuctio Cmtslcq,6 6r qtsl.montca.rcd by thc Oainmt for tribor, nstcrisk or cquipm€aaftrd$rd.s of tho && ofthc Chin;.7 $c toid iEqlli of pIcviqs pdrr nb rcccir,€d by thc OrillDg id, 60 totrl '..,ff &orod ulFid to lhc chimsr[ ro,r tetor, maratrts ccquipornr funiM 8s of rhrrhts of6c Chin
! l5'2 cHmmt An hdiridus, or cdity bsving r dirlcr c.orrd wirh 6c corfrda or wflh r &$c6t[c!or of th!c{otictor to furi6 l$or, E lc.islr u cquipnrut for u6c in thc p.rbrrracc of th! ccrtuctiar cotacl Tbctlrft clai''uat dso indndrs aay individual r artity rh.t hls rigbrt ly arrdrcd r arin rmdc o apfrr:crbti
- --
mlchrnic'r liar or similr sishtr o88iDd 6c I! l rropcrty rpq u,tucl trs projcg fu loc.id. ThG inilst orlri, a*a!ha0 bc io inchdc wi{rort limi8tid b ric En,s "labor, maoriatr or oqripocrr ort prt of rnta, cas, p;r, ---
l'gl4 hral o0l, ga.olhg tclcp,honc srvicc c noul cquip,.ot usEd h dc-Cautucf- CortBot,;fii;il; ;rd
ig17iC yq r"qy-d for pqftrnrurcc ofrbc uoit of Oo Cmtacrr sod 6. Corfida';.uh;;;,r,-aDd oaerirros for M dr i mcchsnic'3lico may bc ascrtcd in thojurirdrtion u/tcrc tho labor, mdaid!; '
equipmrnt vrcrc furoi&cd
s 16'3.c0nEtu-cion contrcl' Ths aE cGmcnt b.ts,c6 &c o1yn6r ard cmt!.rr idcntiGcd o rhc covcr pagc,
inqludiog a[ ContEct Docrulents and atl ctangcs Esdc to tl|c sgEcErntand A!Cdsrcl Doaumcflts. ' -
雖∝覆翻
=11嚇
ぉ軍畔躍臓譜∥譲猟躍::脇 器P棚 露語電棚 臨 謂臨 輛 臨 趙 面 璃 蕊 雲F相 酬 ¨‰
u3●r"●
"爆:(19615484061
! lGd Or/na, Ddaut fsihnc of trc O*a6 whidr tar nc bccn renodiod 6 v,ri\E4 to psy $c C6tsrctu.r3
rcquit€d uDdrr tlc Cqlstucaim Cortra(t or to pcrfm[ md c6Dfd! c cooply rrili tho otfia Dslaid tcflB of olc
CcEucdd Cdfir,ol
S 18 5 Cfitlt{ Docunanb. Atl rhc doqdrlfits lhEt cotDrjse lhc rSrcanart bdw.Go tic Ol E ard Cortoctor.
$ 17If this Bond ir issucd fq m atrrmcrt bcixrcl 8 Cdrirda rrd e$cootr.tr, 6!c tcro Cotrctor in thio
Bord shdl bc dccrncd to bc Sutcontacror end thc tE n Owncr dDtl bc dcaold to bc Cfitrrctr.
! 18 Modifcatian! to this bord arc rs followr:
t}g3l tyy$ !4ry1q addttbtul slgndurzr ol a&d pottict, oth* tha ko* qeanngor.t e cowr lq<a)
COI{TRACIORAS PRI OPAL SJREIY
rc・ "凛 靱
Odis Construction.Company, lnc.siF.&
Nomc od lltlc:
Atl&css; Psysk Vv6tson, President
軸脚メ
Ph∥adelphia
S…
Nem●alld Tlu●
Addr●s:, Attorney-ln-Fact
AIA Do..lmrll A!t2t - 2010 P.y .nl Eqld. lia Arndcot ffirt tArE {act
U.A Cogyrtht Llr.nd hi.ft.tlmil Tltil... Un utiorit d aroducilon d dkltltblnlon of lhtt AlA. tocun.nt oruv ortton A f ni",*i-r '
aavat dvll.fi|ctlmloal D.n.llha,.lld wlll ba pioracrrtad lo lh. hailnum .rtfit p6lbh lnda.dlr hir.Ills tioneit'r,os manil lv'fll-rJ{.L0tt2S:.aOoo62lt/2012rrraafrrtlo.1t{5{Xh6a5_1rlicha(/ra602r08120,tt.aidttrprfdllr.t.
t s.?llot..; (,f5t6a0ar6,
ABBREVIAT10NS MATERIAL DES:GNA■ON SHEET:NDEX
酔
一 ―
難
難
静
籍 “…
…鞭
…
鑽
瞑
難
躍 ぬ‐
審
評
斯…
響
せ
ぽ
齢
ーシ》難F
則 …
鴫
攣 ―
軒
報む
l l…
ビ詢出額目「
・・…
ロ ー
ト=1■1-
P///////J…
Z////4輻
〃列L
%笏 …
L■■1響
′′…
饉題日覇田島¨
‐…
■■‐―
―…
図 呂
‐彎
……
―l…
ISSUED FOR BID AND PERMIT
9 AUGuST 2018
0AK BR00K GOLF CLUB
2606 YORK RDOAK BR00K,:L60523 APPLICABLE CODES
SYMBOLS a CALLOUTS
咤当識蹴Ψ 一……曖
冷当鶉出= ―一 …曖
―◇…籠 ―…眠
い
Hr7- ―一 …
…
暉
Ю 倒暉賢 に32-
〇…“
一
ロ
ー
昌―“ ´‐―‐
1轟 Fa
町
CONSULTANTS CER■FiCA■ON LOCA■ON MAP
…
…
EXP OATE ll~・ "“正~"
難:Gl.1
!1ミ
朧
PA■O RENOVA30N
OAK BR00K 00Lr CLuB
2000 YORK RD
OAK BR00K,IL 00523
!ヽ|颯
目l
・・・100 OOO OO OOOO
受::|||PA■O RENOVA■ON
OAK BR00K GOLF CLUB
2606 YORK RDOAK BR00K,:L60523
…
LEC●
――AL∞旧肛¨
嗜|MECHAN:CAL NOTES 嶽L― (1(4MECHAN:CAL LOWER LEVEL FL00R PLANn
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