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Golf Club Patio Renovation Project' 一―…… ヽ ヽ ⅥLLAGE OF OAK BR00K CONTRACT FOR OAK BR00K GOLF CLUB PATIORENOVATION PROJECT ヽ ⅥLLAGE OF OAK BR00K CONTRACT FOR OAK BR00K GOLF CLUB PATIO RENOVATION PROECT TABLE OF CONTENTS Page ARTICLE I: TIIE WORK ............1 1.1 Performance of the Work ...................1 1.2 Commencement and Completion Dates ...............2 1.3 Required Submittals .........2 A. Submittals Required .........2 B. Number and Format ....,.....2 C. Time of Submission and Owner's Review. ..........2 D. Responsibility for De1ay........ .............3 1.4 Review and 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 i.l0 Cleanliness of the Work Site and Environs .......... 5 1.1 1 Damage to the Work, the Work Site, and Other Property.... .................... 5 1.12 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 l.l4 Occupancy Prior to Final Payment............ ...........6 1.15 Owner's Right to Terminate or Suspend Work for Convenience .............................. 6 A. Termination or Suspension for Convenience .............. ...........6 B. Payment for Completed Work.. ..........6 ARTICLE II: CHANGES AND DELAYS. ......................7 -1‐ 2.1 Changes ..........7 2.2 Delays .............7 A. Extensions for Unavoidable Delays .....................7 B. No Compensation for Delays .............7 ARTICLE III: CONTRACTOR'S RESPONSIBILITY FOR DEFECTIVE WORK....... 7 3.1 Inspection; Testing; Correction of Defects. ..........7 A. Inspection .......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 Payments.. ..........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 WithhoId............... .................11 B. Use of Withheld Funds.. ...................12 ARTICLE VI: DISPUTES AND REMEDIES............... ..................12 6.1 Dispute Resolution Procedure ..........12 A. Notice of Disputes and Objections............ .........12 B. Negotiation of Disputes and Objections............ ...................12 6.2 Contractor's Remedies............... ...-..12 6.3 Owner's Remedies.. ........13 6.4 Owner's Additional Remedy for Delay.. ............14 6.5 Terminations and Suspensions Deemed for Convenience.......... ...........14 ARTICLE WI: LEGAL RELATIONSHIPS AND REQUIREMENTS .........t4 7.1 Binding Effect ................14 7.2 Relationship of the Parties....... .........14 7 .3 No Collusion/Prohibited Interests ...................... 15 7.4 Assignment ..................... 15 7.5 Confidential Information............. ..... 15 7.6 No Waiver ......................15 7.7 No Third Party Beneficiaries.............. ................16 7.8 Notices ..........16 7.9 Governing Laws ........ .....16 7.10 Changes in Laws..... ........17 7.ll Compliance with Laws......... ............17 A. Compliance Required .....17 B. Liability for Fines, Penalties... ..........17 C. Prevailing Wage Act............ .............17 D. Required Provisions Deemed Inserted ...............1g 7.12 Compliance with Patents ..................1g A. Assumption of Costs, Royalties, and Fees .........19 B. Effect of Contractor Being Enjoined ..................1g 7.13 Time......... .....1g 7 .14 Severability............... ...... 1g 7.15 Entire Agreement ............1g 7 .16 Amendments............... ...................... 19 Contractor's Certification Attachment A: Supplemental Schedule of Contract Terms Attachment B: Specifications Attachment C: List of Drawings Attachment D: Special Project Requirernents Appendix 1: Prevailing Wages Appendix 2: Form of Performance Bond Appendix 3: Form of Labor and Materials Bond -lV‐ 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 lllinsis, 60523, an Illinois municipal corporation ("Owner"), and Orbis Construction Companv. Inc.. 27396 Volo Villase Road. Volo. Illinois 60073. a Corporation ("Contractor"), make this Contract as of "Effective Date") and hereby agree as follows: 2018, (the ARTICLE I: THE WORK l.l Performance ofthe Work Contractor,at its sole cost and expense,lnust provide,perfollll,and complete al1 0f the following,a1l ofwhich is herein referred to as the“″b/″': 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, apparafus, machinery, tools, fuels, gas, electric, water, waste disposal, information, data, and other means and iterns necessary to accomplish the Project at the Work Site, both as defined in Attachment A, in accordance with the specifications attached hereto as Attachment B, the drawings identified in the list attached hereto as Attachment C, and the Special Project Requirements attached hereto as Attachment D. Permits. Except as otherwise provided in Attachment A, procure and furnish all permits, licenses, and other govemmental approvals and authorizations necessary in connection therewith. Bonds and Insurance. Procure and fumish all Bonds and all certificates of insurance specified in this Contract. Taxes. Pay all applicable federal, state, and local taxes. Miscellaneous. Do all other things required of Contractor by this Contract, including without limitation arranging for utility and other services needed for the Work and for testing, including the installation of temporary utility lines, wiring, switches, fixfures, hoses, connections, and meters, and providing sufficient sanitary conveniences and shelters to accommodate all workers and all personnel of Owner engaged in the Work. 2. 3. CONTRACT 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 full compliance with, and as required by or pursuant to, this Contract, and with the greatest economy, efEciency, and expedition consistent therewith, with only new, undamaged and first quality equipment, materials, and supplies. 1.2 Commencement and Completion Dates Contractor must commence the Work not later than the "Commencement Date" set forth on Attachment A and must diligently and continuously prosecute the Work at such arate as will allow the Work to be fully provided, performed, and completed in full compliance with this Contract not later than the "Completion Date" set forth in Attachment A. The time of commencement, rate of progress, and time of completion are referred to in this Contract as the "Contract Time." 1.3 Required Submittals A. Submittals Required. Contractor must submit to Owner all documents, data, and information specifically required to be submitted by Contractor under this Contract and must, in addition, submit to Owner all such drawings, specifications, descriptive information, and engineering documents, data, and information as may be required, or as may be requested by Owner, to show the details of the Work, including a complete description of all equipment, materials, and supplies to be provided under this Contract ("Required Submittals"). Such details must include, but are not limited to, design data, strucfural and operating features, principal dimensions, space required or provided, clearances required or provided, tlpo and brand of finish, and all similar matters, for all components of the Work. B. Number and Format. Contractor must provide three complete sets for each Required Submittal. All Required Submittals must be prepared on white 8-ll2"xll" paper. C. Time of Submission and Owner's Review. All Required Submittals must be provided to Owner no later than the time, if any, specified in this Contract for their submission or, if no time for submission is specified, in suffrcient time, in Owner's sole opinion, to permit Owner to review the same prior to the commencement of the part of the Work to which they relate and prior to the purchase of any equipment, materials, or supplies that they describe. Owner will have the right to require such corrections as may be necessary to make such submittals conform to this Contract. All such submittals will, after final processing and review with no exception noted by Owner, become a part of this Contract. No Work related to any submittal may be performed by Contractor until Owner has completed review of such submittal with no exception noted. Owner,s review and stamping of any Required Submittal will be for the sole pu{pose of examining the general management, design, and details of the proposed Work, does not relieve Contractor olth" 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. ‐2- CONTRACT D. Responsibility for Delay. Contractor is responsible for any delay in the Work due to delay in providing Required Submittals conforming to this Contract. 1,.4 Review and Interpretation of Contract Provisions Contractor represents and warrants that it has carefully reviewed this Contract, including all of its Attachments, and the drawings identified in Attachment C, all of which are by this reference incorporated into and made a part of this Contract. Contractor must, at no increase in the Contract Price, provide workmanship, equipment, materials, and supplies that fully conform to this Contract. Whenever any equipment, materials or supplies are specified or described in this Contract by using the name or other identifuing feature of a proprietary product or the name or other identitnng feature of a particular manufacturer or vendor, the specific item mentioned is understood as establishing the t1pe, function and quality desired. Other manufacturers' or vendors' products may be accepted, provided that the products proposed are equivalent in substance and function to those named as determined by Owner in its sole and absolute discretion. Contractor must promptly notifu Owner of any discrepancy, error, omission, ambiguity, or conflict among any of the provisions of this Contract before proceeding with any Work affected thereby. If Contractor fails to give such notice to Owner, then the subsequent decision of Owner as to which provision of this Contract governs is final, and any corrective work required does not entitle Contractor to any damages, to any compensation in excess of the Contract Price, or to any delay or extension of the Contract Time. When the equipment, materials, or supplies furnished by Contractor cannot be installed as specified in this Contract, Contractor must, without any increase in the Contract Price, make all modifications required to properly install the equipment, materials, or supplies. Any such modification is subject to the prior review and consent of Owner. 1.5 Conditions at the Work Site: Record Drawinss Contractor represents and warrants that it has had a sufficient opportunity to conduct a thorough investigation of the Work Site and the surrounding area and has completed such investigation to its satisfaction. Contractor will have no claim for damages, for compensation in excess of the Contract Price, or for a delay or extension ofthe Contract Time based upon conditions found at, or in the vicinity of, the Work Site. When information pertaining to subsurface, underground or other concealed conditions, soils analysis, borings, test pits, utility locations or conditions, buried structures, condition of existing structures, and other investigations is or has been provided by Owner, or is or has been otherwise made available to Contractor by Owner, such information is or has been provided or made available solely for the convenience of Contractor and is not part of this Contract. Owner assumes no responsibility whatever in respect to the sufficiency or accuracy of such information, and there is no guaranty or warranty, either expressed or implied, that the conditions indicated are representative of those existing throughout the Work or the Work Site, or that the conditions indicated are representative ofthose existing at any particular location, or that the conditions indicated may not change, or that unanticipated conditions may not be present. CONTRACT 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 veriry and be responsible for dimensions and location of such pre-existing work. Contractor must notifu Owner of any discrepancy between the dimensions, elevations and quantities indicated in this Contract and the conditions of the Work Site or any other errors, omissions or discrepancies which Contract may discover during such inspections. Full instructions will be furnished by Owner should such error, omission, or discrepancy be discovered, and Contractor must carry out such instructions as if originally specified and without any increase in Contract Price. Before Final Acceptance of the Work, Contractor must submit to Owner two sets of Drawings of Record, unless a greater number is specified elsewhere in this Contract, indicating all field deviations from Affachment B or the drawings identified in Attachment C. 1.6 Technical Abilitv to Perform Contractor represents and warrants that it is sufficiently experienced and competent, and has the necessary capital, facilities, plant, organization, and staff, to provide, perform and complete the Work in full compliance with, and as required by or pursuant to, this Contract. 1.7 Financial Abilitv to Perform Contractor represents and warrants that it is financially solvent, and Contractor has the financial resources necessary to provide, perform and complete the Work in full compliance with, and as required by or pursuant to, this Contract. 1.8 TiΠ Le Contractor represents and warrants that it is ready, willing, able and prepared to begin the Work on the Commencement Date and that the Contract Time is sufficient time to permit completion of the Work in full compliance with, and as required by or pursuant to, this Contract for the Contract Price, all with due regard to all natural and man-made conditions that may affect the Work or the Work Site and all difficulties, hindrances, and delays that may be incident to the Work. 1.9 Safetv at the Work Site Contractor is solely and completely responsible for providing and maintaining safe conditions at the Work Site, including the safety of all persons and property during performance of the Work. This requirement applies continuously and is not limited to normal working hours. Contractor must take all safety precautions as necessary to comply with all applicable laws and to prevent injury to persons and damage to property. ‐4‐ CONTRACT Contractor must conduct all of its operations without intemrption or interference with vehicular and pedestrian traffic on public and private rights-of-way, unless it has obtained permits therefor from the proper authorities. If any public or private right-of-way are rendered unsafe by Contractor's operations, Contractor must make such repairs or provide such temporary ways or guards as are acceptable to the proper authorities. l.f 0 Cleanliness of the Work Site and Environs Contractor must keep the Work Site and adjacent areas clean at all times during performance of the Work and must, upon completion of the Work, leave the Work Site and adjacent areas in a clean and orderly condition. 1.11 Damage to the Work. the Work Site. and Other Proper8 The Work and everything pertaining thereto is provided, performed, completed, and maintained at the sole risk and cost of Contractor from the Commencement Date until Final Payment. Contractor is fully responsible for the protection of all public and private property and all persons. Without limiting the foregoing, Contractor must, at its own cost and expense, provide all permanent and temporary shoring, anchoring and bracing required by the nature of the Work in order to make all parts absolutely stable and rigid, even when such shoring, anchoring and bracing is not explicitly specified, and support and protect all buildings, bridges, roadways, conduits, wires, water pipes, gas pipes, sewers, pavements, curbs, sidewalks, fixtures and landscaping of all kinds and all other public or private property that may be encountered or endangered in providing, performing and completing the Work. Contractor will have no claim against Owner because of any damage or loss to the Work or to Contractor's equipment, materials, or supplies from any cause whatsoever, including damage or loss due to simultaneous work by others. Contractor must, promptly and without charge to Owner, repair or replace, to the satisfaction of Owner, any damage done to, and any loss suffered by, the Work and any damage done to, and any loss suffered by, the Work Site or other property as a result of the Work. Notwithstanding any other provision of this Contract, Contractor's obligations under this Section exist without regard to, and may not be construed to be waived by, the availability or unavailability of any insurance, either of Owner or Contractor, to indemniff, hold harmless, or reimburse Contractor for the cost of any repair or replacement work required by this Section. l.l2 Subcontractors and Suppliers A. Approval and Use of Subcontractors and Supoliers. 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. A1l 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 ‐5‐ CONTRACT 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 Conhactor. 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 placement in service must be conducted in such manner as not to damage any of the Work or to unreasonably interfere with the progress of the Work. No such occupancy, use, or 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. Payrnent for Completed Work. tn the event of any termination pursuant to Subsection I . I 5A above, Owner must pay Contractor ( I ) such direct costs, excluding overhead, as Contractor has paid or incurred for all Work done in compliance with, and as required by or pursuant to, this Contract up to the effective date of termination together with ten percent of such costs for overhead and profit; and (2) such other costs pertaining to the Work, exclusive of overhead and profit, as Contractor may have reasonably and necessarily incurred as the result of ‐6‐ CONTRACT such termination. Any such payment may be offset by any prior payment or payments and is subject to Owner's rights to withhold and deduct as provided in this Contract. ARTICLE II: CHANGES AND DELAYS 2.1 Chanses Owner has the right, by written order executed by Owner, to make changes in the Contract, the Work, the Work Site, and the Conhact Time ("Change Order"). If any Change Order causes an increase or decrease in the amount of the Work, an equitable adjusftnent in the Contract Price or Contract Time may be made. All claims by Contractor for an equitable adjustrnent 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 deerned 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 Delays 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 forDelays. No payment, compensation, damages, or adjustment of any kind, other than the extension of the Contract Time provided in Subsection 2.2A above, may be made to, or claimed by, Contractor because of hindrances or delays from any cause in the commencement, prosecution, or completion of the Work, whether caused by Owner or any other party and whether avoidable or unavoidable. ARTICLE III: CONTRACTOR,S RESPONSIBILITY FOR DEFECTIVE WORK 3.1 Inspection: Testins: Correction of Defects A. lnspection. Until Final Payment, all parts of the Work are subject to inspection and testing by Owner or its designated representatives. Contractor must fumish, at its own expense, all reasonable access, assistance, and facilities required by Owner for such inspection and testing. B. Re-Inspection: Re-inspection and re-testing of any Work 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 Conhact, 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. ‐7- 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 strictly to the requirernents of this Contract. 3.2 Warrantv of Work A. Scope of Warranty. Contractor warrants that the Work and all of its components will be free from defects and flaws in design, workmanship, and materials;must strictly conform to the requirements of this Contract; and will be fit, sufficient, and suitable for the purposes expressed in, or reasonably inferred from, this Contract. The warranty herein expressed is in addition to any other warranties expressed in this Contract, or expressed or implied by law, which are hereby reserved unto Owner. B. Repairs: Extension of Wa:ranty. 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 Palment and does not relieve Contractor of any of its guaranty or warranty obligations under this Contract. 3.3 Owner's Risht 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 Conftact, 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。1Bonds 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 lllinois 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 indernnifu and save harmless Owner and all of it elected officials, officers, employees, attorneys, agents, and representatives against any and all lawsuits, claims, demands, 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 Conhactor. 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"). -9- 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, payment request must be received no later than fourteen (14) days prior to the second or fourth Tuesday of the month. Each Pay Request must include (a) Contractor's certification of the value of, and partial or final waivers of lien covering, all Work for which payment is then requested and (b) Contractor's certification that all prior Progress Payments have been properly applied to the payment or reimbursement of the costs with respect to which they were paid. C. Work Entire. This Contract and the Work are entire and the Work as a whole is of the essence of this Contract. Notwithstanding any other provision of this Contract, each and every part of this Contract and of the Work are interdependent and common to one another and to Owner's obligation to pay all or any part of the Contract Price or any other consideration for the Work. Any and all Progress Payments made pursuant to this Article are provided merely for the convenience ofContractor and for no other purpose. 5.4 Final Acceptance and Final Pavment A. Notice of Completion. When the Work has been completed and is ready in all respects for acceptance by Owner, Contractor must notifu Owner and request a final inspection ("Notice of Completion"). Contractor's Notice of Completion must be given sufficiently in advance of the Completion Date to allow for scheduling of the final inspection and for completion or correction before the Completion Date of any items identified by such inspection as being defective, damaged, flawed, unsuitable, nonconforming, incomplete, or otherwise not in full compliance with, or as required by or pursuant to, this Contract ("Punch List WorH'). 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 noti$/ Contractor in writing of all Punch List Work, if any, to be completed or corrected. Following Contractor's completion or correction of all Punch List Work, Owner must make another review of the Work and prepare and deliver to Contractor either a written notice of additional Punch List Work to be completed or corrected or a written notice of final acceptance of the Work ("Final Acceptance"). C. Final Payment. As soon as practicable after Final Acceptance, Contractor must submit to Owner a properly completed final Pay Request in the form provided by Owner ("Final Pay Requesf"). Owner must pay to Contractor the balance of the Contract Price, after deducting therefrom all charges against Contractor as provided for in this Contract ("Final Payment"). Final Payment must be made not later than 60 days after Owner approves the Final Pay Request. The acceptance by Contractor of Final Payment will operate as a full and complete release of Owner of and from any and all lawsuits, claims, demands, damages, liabilities, losses, and expenses of, by, or to Contractor for anything done, furnished for, arising out of, relating to, or in connection with the Work or for or on account of any act or neglect of Owner arising out of, relating to, or in connection with the Work. -10- CONTRACT 5.5 Liens A. Title. Nothing in this Contract may be construed as vesting in Contractor any right of property in any equipment, materials, supplies, and other items provided under this Contract after they have been installed in, incorporated into, attached to, or affixed to, the Work or the Work Site. All such equipment, materials, supplies, and other items will, upon being so installed, incorporated, attached or affixed, become the property of Owner, but such title will not release Contractor from its duty to insure and protect the Work in accordance with the requirements of this Contract. B. Waivers of Lien. Contractor must, from time to time at Owner's request and in any event prior to Final Payment, furnish to Owner such receipts, releases, affidavits, certificates, and other evidence as may be necessary to establish, to the reasonable satisfaction of Owner, that no lien against the Work or the public funds held by Owner exists in favor of any person whatsoever for or by reason of any equipment, material, supplies, or other item fumished, labor performed, or other thing done in connection with the Work or this Contract ("Lien") and that no right to file any Lien exists in favor of any person whatsoever. C. Removal of Liens. If at any time any notice of any Lien is filed, then Contractor must, promptly and without charge, discharge, remove, or otherwise dispose of such Lien. Until such discharge, removal, or disposition, Owner will have the right to retain from any money payable hereunder an amount that Owner, in its sole judgment, deems necessary to satisfu such Lien and to pay the costs and expenses, including attorneys' fees and administrative expenses, of any actions brought in connection therewith or by reason thereof. D. Protection of Owner Only. This Section does not operate to relieve Contractor's surety or sureties from any of their obligations under the Bonds, nor may it be deemed to vest any right, interest, or entitlement in any subcontractor or supplier. Owner's retention of funds pursuant to this Section is deemed solely for the protection of its own interests pending removal of such Liens by Contractor, and Owner will have no obligation to apply such funds to such removal but may, nevertheless, do so where Owner's interests would thereby be served. 5.6 Deductions A. Owner's Rieht to Withhold. Notwithstanding any other provision of this Contract and without prejudice to any of Owner's other rights or remedies, Owner will have the right at any time or times, whether before or after approval of any Pay Request, to deduct and withhold from any Progress or Final Payment that may be or become due under this Contract such amount as may reasonably appear necessary to compensate Owner for any acfual or prospective loss due to: (1) Work that is defective, damaged, flawed, unsuitable, nonconforming, or incomplete; (2) damage for which Contractor is liable under this Contract; (3) state or local sales, use, or excise taxes from which Owner is exempt; (4) Liens or claims of Lien regardless of merit; (5) claims of subcontractors, suppliers, or other persons regardless of merit; (6) delay in the progress or completion of the Work; (7) inability of Contractor to complete the Work; (8) failure of Contractor to properly complete or document any Pay Request; (9) any other failure of Contractor to perform any of its obligations under this Contract; or (10) the cost to Owner, including attorneys' fees and 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 notiff Owner in writing of its dispute or objection and of the amount of any equitable adjustrnent 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. Neeotiation of Disputes and Objections. To avoid and settle without litigation any such dispute or objection, Owner and Contractor agree to engage in good faith negotiations. Within three business days after Owner's receipt of Contractor's written notice of dispute or objection, a conference between Owner and Contractor will be held to resolve the dispute. Within three business days after the end of the conference, Owner must render its final decision, in writing, to Contractor. If Contractor objects to the final decision of Owner, then it must, within three business days, give Owner notice thereof and, in such notice, must state its final demand for settlement of the dispute. Unless Contractor so notifies Owner, Contractor will be conclusively deerned (l) to have agreed to and accepted Owner's final decision and (2) to have waived all claims based on such final decision. 6.2 Contractor's Remedies If Owner fails or refuses to 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. -12- CONTRACT 6.3 Owner's Remedies If it should appear at any time prior to Final Payment that Contractor has failed or refused to prosecute, or has delayed in the prosecution of, the Work with diligence at a rate that assures completion of the Work in full compliance with the requirements of this Contract on or before the Completion Date, or has attempted to assign this Contract or Contractor's rights under this Contract, either in whole or in part, or has falsely made any represe,ntation or warranty in this Contract, or has otherwise failed, refused, or delayed to perform or satisfu any other requirement of this Contract or has failed to pay its debts as they come dte ("Event of Defaulf'), 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 anypart ofthe Workthat is defective, damaged, flawed, unsuitable, nonconforming, or incomplete; to remove from the Work Site any such Work; to accelerate all or anypart 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 will be deemed to be assigned to Owner without any further action being required, but owner may not thereby assume any obligation for 2. 3. 4. 5. 6. -l 3- CONTRACT payments due under such subcontracts and supplier contracts for any Work provided or performed prior to such assignment. 7. Owner may withhold from any Progress Payment or Final Payment, whether or not previously approved, or may recover from Contractor, any and all costs, including 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 suffered by Owner. 6.4 Owner's Additional Remedv for Delav If the Work is not completed by Contractor, in fulI 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 Attachment A, as well as any additional damages caused by such delay. 6.5 Terminations and Suspensions Deemed for Convenience Any termination or suspension of Confactor'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 1.15 of this Contract. ARTICLE VTI: LEGAL RELATIONSHIPS AND REQTIIREMENTS 7.1 Binding 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 subconkactor or supplier of Contractor. ‐14‐ CONTRACT 7.3 NoCollusion/Prohibitedlnterests Contractor hereby represents that the only persons, firms, or corporations interested in this Conhact as principals are those disclosed to Owner prior to the execution of this Contract, and that this Contract is made without collusion with any other person, firm, or corporation. If at any time it is found that Contractor has, in procuring this Contract, colluded with any other person, firm, or corporation, then Contractor will be liable to Owner for all loss or damage that Owner may suffer thereby, and this Contract will, at Owner's option, be null and void. Contractor hereby represents and warrants that neither Contractor nor any person afEliated with Contractor or that has an economic interest in Contractor or that has or will have an interest in the Work or will participate, in any manner whatsoever, in the Work is acting, directly or indirectly, for or on behalf of any person, goup, entity or nation named by the United States Treasury Department as a Specially Designated National and Blocked Person, or for or on behalf of any person, 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 Contract, or (3) assign any payrnent due or to become due under this Contract without the prior express written approval of Owner, which approval may be withheld in the sole and unfettered discretion of Owner; provided, however, that Owner's prior written approval will not be required for assignments of accounts, as defined in the Illinois Commercial Code, if to do so would violate Section 9-318 of the Illinois Commercial Code, 810 ILCS 5/9-318. Owner may assign this Contract, in whole or in part, or any or all of its rights or obligations under this Contract, without the consent of Contractor. 7.5 Confidentiallnformation All information supplied by Owner to Contractor for or in connection with this Contract or the Work must be held confidential by Contractor and may not, without the prior express written consent of Owner, be used for any purpose other than performance of the Work. 7.6 No Waiver No examination, inspection, investigation, test, measurement, review, determination, decision, certificate, or approval by Owner, nor any order by Owner for the payment of money, nor any payrnent for, or use, occupancy, possession, or acceptance of the whole or any part ofthe 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 Contractor may be made or be valid against Owner. 7.8 Notices All notices required or permitted to be grven under this Contract must be in writing and are deemed received by the addressee thereof when delivered in person on a business day at the address set forth below or on the third business day after being deposited in any main or branch United States post office, for delivery at the address set forth below by properly addressed, postage prepaid, certified or registered mail, return receipt requested. Notices and communications to Owner must be addressed to, and delivered at, the following address: Village of Oak Brook 1200 Oak Brook Road Oak Brook, Illinois 60523 Attention: 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 grven by any such other non-oral means. By notice complying with the requirements of this Section, Owner and Contractor each have the right to change the address or addressee or both for all future notices to it, but no notice of a change of address is effective until actuallyreceived. 7.9 Governins Laws This Contract and the rights of Owner and Contractor under this Contract will be interpreted according to the internal laws, but not the conflict of laws rules, of the State of Illinois; venue for any action related to this Contract will be in the Circuit Court of DuPage County, Illinois. -16‐ 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 govemmental permits, licenses or other approvals and authorizations that may be required in connection with providing, performing, and completing the Work, and with all applicable statutes, ordinances, rules, and regulations, including without limitation the Illinois Prevailing Wage Act, 820 ILCS 130/0.01 et seq. (see Subsection C of this Section) (a copy of the prevailing rate of wages ascertained by the Illinois Department of Labor, in effect as of the date of this Contract, has been attached as an Appendix to this Contract; if the Illinois Departrnent 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 56511 et seq.; any statutes prohibiting discrimination because of, or requiring affirmative action based on, race, creed, color, national origin, age, sex, or other prohibited classification, including, without limitation, the Americans with Disabilities Act of 1990,42 U.S.C. $$ 12101 et seq., the Illinois Human Rights Act,775 ILCS 5/1-101 et seq., and the Public Works Discrimination Act, 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. g$ 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. Prevailine 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 monthlybasis, in accordance with Section 5 of the Act. The certified payroll must consist of a complete copy of those records required to be made and kept by the Act. The certified payroll must be accompanied by a statement signed by the contractor or subcontractor that certifies that (1) such records are true and accurate, (2) the hourly rate paid is not less than the general prevailing rate of hourly wages required by the Act, and (3) the contractor or subcontractor is aware that filing a certified payroll that he or she knows to be false is a Class B misdemeanor. Contractor may rely on the certification of a subcontractor, provided that Contractor does not knowingly rely on a subcontractor's false certification. On two business days' notice, Contractor and each subcontractor must make available for inspection the records required to be made and kept by the Act (i) to the Village and its officers and agents and to the Director of the Illinois Department of Labor and his or her deputies and agents and (ii) at all reasonable hours at a location within the State. -17- CONTRACT D. Required Provisions Deemed lnserted. Every provision of law required by law to be inserted into this Contract is deerned 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. Ef[ect 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 Severability The provisions of this Contract will be interpreted when possible to sustain their legality and enforceability as a whole. In the event any provision of this Contract is held invalid, illegal, or unenforceable by a court of competent jurisdiction, in whole or in part, neither the validity of the remaining part of such provision, nor the validity of any other provisions of this Contract will be in any way affected thereby. 7.15 Entire Asreement This Contract sets forth the entire agreement of Owner and Contractor with respect to the accomplishment of the Work and the payment of the Contract Price therefor, and there are no other ‐18- CONTRACT understandings or agreements,oral or wntten,between Owner and Contractor with respectto the wOrk and the compensation therefor. 7.16 AIllendments No modiflcation,addition,deletion,revision,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 Confact to be executed by their properly authorized representatives in two original counterparts as of the Effective Date. VILLAGE OAK BR001 By: Name: Title: ORBIS CONSTRUCTION COMPAI\TY, NC. By: Name: Title: Affest: By: Name: Title: hsr.m,.f ‐20- CONTRACTOR'S CERTIFICATION STATE OF ILLINOIS COUNTY OF CONTRACTOR' S CERTIFICATION a ontractor'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 them, and that the statements contained herein are true and correct. Contractor deposes, states, and certifies that Conffactor is not barred from contracting with a unit of state or local government as a result of (i) a violation of either Section 338-3 or Section 338-4 of Article 338 of the Criminal Code of 1961, 720 ILCS 5/33E-1 et Sgl.; or (ii) a violation of the USA Patriot Act of 2001, 107 Public Law 56 (October 26,2OOl) (the"patriot Act") or other statutes, orders, rules, and regulations of the United States government and its various executive departments, agencies and offices related to the subject matter of the Patriot Act, including, but not limited to, Executive Order 13224 effective September 24,2001. DATED: SgFr' a,r! ,20 tb. ORBIS CONSTRUCTION COMPAI\IY, NC. By:下 Name Titlα ゛じ … S昴 sttbd and Swom b beお К meon■ri肝 五_2ビ)) SS)(SEAL) 剛α ⅥLLAGE OF OAK BR00K OAK BR00K GOLF CLUB PATIO RENOVATION PROECT ATTACHMENT A SUPPLEMENTAL SCHEDULE OF CONTRACT TERMS fCheck applicable boxes and insert required informatiott 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 adjustment if the Commencement Date is delayed pursuant to Subsection 2.2A of the Contract. 6. Insurance Coverage: Certificates of lnsurance shall be presented to Owner within fifteen (15) days after the receipt by the Contractor of the Notice of Award and the unexecuted contact, it being understood and agreed that the Owner will not approve and execute the Confract until acceptable insurance certificates are received and approved by Owner. Each contractor performing any work pursuant to a contract with Owner and each permittee ATTACHMENT A working under a permit as required pursuant to the provisions of Title I of Chapter 8 of the Code of Ordinances of the Village of Oak Brook (hereinafter referred to as "lnsured") shall be required to carry such insurance as specified herein. Such contactor and permittee shall procure and maintain for the duration of the contract or permit insurance against claims for injuries to persons or damages to property which may arise from or in connection with the performance of the work under the contract or permit, either by the contractor, permittee, or their agents, representatives, employees or subcontractors. A confractor 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 injuy and property damage, provided that when the estimated cost of the work in question does not exceed $25,000, the required limit shall be $1,000,000; B. Automobile Liability (if applicable) - $1,000,000 combined single limit per accident for bodily rnjury and property damage; C. Worker's Compensation and Employer's Liability - Worker's Compensation limits as required by the Labor Code of the State of Illinois and Employer's Liability limits of $ 1,000,000 per accident. Any deductibles or self-insured retention must be declared to and approved by Owner. At the option of Owner, either the insurer shall reduce or eliminate such deductible or self- insured retention as respect to Owner, its officers, officials, employees and volunteers; or the Insured shall procure a bond guaranteeing payment of losses and related investigations, claim administration and defense expenses to the extent of such deductible or self-insured retention. The policies shall contain, or be endorsed to contain, the following provisions: D. General Liability and Automobile Liability Coverage - (1) The Owner, its officers, officials, employees and volunteers are to be covered as additional insureds as respects: liability arising out of activities performed by or on behalf of the tnsured; premises olvne( 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, officials, employees, volunteers and agents. Any insurance or self-insurance maintained by the Owner, its officers, ofEcials, employees, volunteers or agents shall be in excess of the Insured's insurance and shall not contribute with it. (3) Any failure to comply with reporting provisions of the policies shall not aflect -2- ATTACHMENT A coverage provided to the Owner, its officers, ofEcials, employees, volunteers or agents. (4) The Insured's insurance shall apply separately to each covered party against whom claim is made or suit is brought except with respect to the limits of the insurer's liability. E. Worker's Compensation and Employer's Liability Coverage The policy shall waive all rights of subrogation against the Owner, its officers, officials, employees, volunteers and agents for losses arising from work performed by the insured for the Owner. Each insurance policy shall be endorsed to state that coverage shall not be suspended, voided, canceled by either party, reduced in coverage or in limits except after thirty (30) days prior written notice by certified mail has been given to Owner. Each insurance policy shall name the Owner, its officers, officials and employees, volunteers and agents as Additional Insureds. lnsurance is to be placed with insurers with a Best's rating of no less than A: VII. Each Insured shall furnish the Owner with certificates of insurance and with original endorsements effecting coverage required by this provision. The certificate and endorsements for each insurance policy are to be signed by a person authorized by that insurer to bind coverage on its behalf. The certificates and endorsements are to be on forms approved by the Owner and shall be subject to approval by the Village Affomey before work comme,nces. The Owner reseryes the right to require complete, certified copies of all required insurance policies, at any time. Each insured shall include all subcontractors as insureds under its policies or shall fumish separate certificates and endorsements for each subcontractor. All coverages for subcontractors shall be subject to all ofthe requirements stated herein. trD Builders Risk Insurance. This insurance must be written in completed value form, must protect Contractor and Owner against "all risks" of direct physical loss to buildings, structures, equipment, and materials to be used in 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- E. 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 anypart of the Work prior to Final Payment without the need for the insurance company's consent. Owner's and Contractor's Protective Liability Insurance. Contractor, at its sole cost and expense, must purchase this lnsurance in the name of Owner with a combined single limit for bodily injury and property damage of not less than $1,000,000. Umbrella Policy. The required coverage may be in the form of an umbrella policy above $2,000,000 primary coverage. All umbrella policies must provide excess coverage over underlying insurance on a following-form basis so that, when any loss covered by the primary policy exceeds the limits under the primary policy, the excess or umbrella policy becomes effective to cover that loss. Deductible. Each policy must have a deductible or self-insured retention of not more than $ Owner as Additional Insured. Owner must be named as an Additional Insured on the following policies: Williams Architects The Additional lnsured endorsement must identifu Owner as follows: The Village of Oak Brook and its boards, commissions, committees, authorities, employees, agencies, officers, voluntary associations, and other units operating under the jurisdiction and within the appointment of its budget. I. Other Parties as Additional Insureds. In addition to Owner, the following parties must be named as additional insured on the following policies: F. □G. XH.XAdditional lnsured Williams Architects ‐4- Policv or Policies 7. ATTACⅡMENT A Contract Price: SCIIEDULE 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.s00.00 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 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 Payrnents. 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 willbe 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 overpayment of Contractor on component parts of the Work to be performed first will not be accepted. The Breakdown Schedule must be revised and resubmitted until acceptable to Owner. No payment may be made for any lump sum item until Contractor has submitted, and Owner has approved, an acceptable Breakdown Schedule. Owner may require that the approved Breakdown Schedule be revised based on developments occurring during the provision and performance ofthe Work. If Contractor fails to submit arevised 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 Iterns stated in the Schedule of Prices are Owner's estimate only and may not be used in establishing the Progress or Final Payrnents 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. Al1 Progress and Final Payments made by Owner to Conhactor will be applied to the payment or reimbursement of the costs with respect to which they were paid and will not be applied to or used for any pre- existing or unrelated debt between Contractor and Owner orbetween 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- ATTACHⅣIENT B ⅥLLAGE OF OAK BR00K OAK BR00K GOLF CLUB PATIO RENOVAT10N PROJECT ATTACHⅣENT B SPECIFICATIONS Oak Brook Golf Club Patio Renovation / Project No. 2018{27 TABLE OF CONTENTS D:ⅥS10N O-8:DDiNG REQU:REMENTS AND CONTRACT FORMS 003119,…。,EXiST:NC CONDIT10N INFORMAT10N.....・ ・・・。,・・・・・・・…・・・…・・・・・・……●●●…・・・・・・・・…,・・…・・・。・・¨し1 DiVISiON l‐GENERAL REQUlREM=NTS 011000..".。SUMMARY...・ .,●''"●●●●●・…,`。・―・・…|●●●●・・・・・|●●““・ `・ ・・““..¨・・・・・●●●|●・…・・・●●●●………Ⅲ・=●●●●●・・・・・"・・…・・・・・・30121oO..¨.ALLOWANCES.……Ⅲ..¨¨.=・・・Ⅲ・・…Ⅲ・,・ ,,‐…''''● ●|…●|“●,●●●●Ⅲ●|●●●●,,"●|・・・・・・・・・・・・:・ ….."..・ ・・・・"‐¨・・・,3013100......PROJECT MANACEMENT AND C∞RDiNAT10N`..`.・ ・・………・・………・・・・・・"・ ・・・・・・・・・・"。・"・ ・5014000.."..QUAL:TY REQUIREMENTS,.....….・ “"・ ・………・・・・…………………………・・・¨●●・`● ●●"|.●."●・・・¨,・ “・・“・5 015000....・ .TEMPORARY FAC:L:TiES AND CONttROLS.P,.."..,●●●●●・・・,・ ●●■●●……|●‐・・……・・………・・・・¨―・5 016000..“¨PRODuCT REQUIREMENTS。…....“ `●“●●●・・¨¨・・・・……・・,……●●¨●●・=・ ………・・・・“・・・・●…………・・¨・・¨・4017300.…..EXECtrrloN.……….・・…………・・・……・''・・,,,・ ・'・・・"'・・・・・'・・…・・・…………・,●…………。,・ …………………・・6017700.."..CLOSEOUT PROCEDURES・ .....…..“・・……・・¨・・●,●:●.…・.・ ●●―●●・・・¨……………ⅢI●…●●●●●●●・,,,・ ・・・¨¨5017839......PROJECT RECORD DOCUMENTs.…...,..",・・・¨・・………………・・・・・…………。,・・・………・・・・●:,……“4017900.……DEMONSTRAT10N AND TRA:N!NG.…………・・・…・・・・・・…・・・……………………・・・・・・・・・…………・5 DMS:ON 02-EXIST:NC CONDrT10NS 024119.....,SELECT:VE DEMOLIT:ON.….._・ ・・・・・・‐・,●●¨●●・,¨¨,●●●…"……=・・"●●●●・・・・…=●●●●●.‐..●“●●●●● `●“`|● ●●“.7 D:VIS:ON 03-CONCRFrE 033000......CAST‐:N・ PLACE CONCR日 に...・ .・・・…。・・…・・・・‐・ ・●●……●・,……………・・・………,・ ……。・・●●●,ヽ・……。16035350.…..CEMENTIT10US STAMPABLE OVERLAY.…_.¨,`,…・●●…●●…・・・……………・・・……・・・…・・・……・6 DiViS10N 04-MASONRY 042000.……UN:T MASONRY.………………………・・………|●,■,,●●Ⅲ…,・・…1''・ '・・・・………・・・・・・…`・ `……,,・ ●,,………13044313.13.ANCHORED STONE MASONRY VENEER.……..・・・………・・………¨・・・“・・・・・・・ `・ …....・・・・"……・・・7 DIⅥS:ON 05-METALS 055213.…….PiPE AND TUBE RAILiNOS.,¨.....・ ・・,・ ・・‐¨¨“・・・"“●……●・・・・・●"¨●`……●●1●・¨・■・●・・・・・・・¨|●¨ `● ■●…●●¨7D:ⅥSION 10-SPECtALT:ES 105300..¨¨PERGOLAS.……..……….・ …………・・・・・・・・………・,……・・“・・………………………・・……・・・…・・…・・・・・・・・…・・・・…・・4 DlⅥS'ON 23-HEATINC,VENT:LAT:NC,AND AIR CON:DT10NING 231123.,"¨FACILITY NATURAL‐GAS PIPING,…….・ ………………,・・・・・・・……・・・・・・・・¨¨¨・・¨,,・・・ ●●………,,……・●・●11 TOC‐1 Oak Br●ok Go「Club Pato Renova∥on′Projed No 2018‐027 DMSiON 26-ELECTRICAL …………Ⅲ……Ⅲ Ⅲ……3CABLES,……………….5 ・…………・・`…・ …・・・・・…・・3 .・・… ……・・・・・・…・・●……●●4…●●●…●●●●●・・・…・|●●●●・・・・・・・.・・・・…・・・・.・ …●...…・・…・・・・・・…・・‐・・33 ・・ …・・・・ …・・,,・・・●,………・・・・・…●●|●・・・ 1・ |…・ …・・・・・・………●●・・ `4 TOC‐2 Oak Brook Go「Club Pa薔 o Renova∥onノ ProieCt N●:2018‐027 ●OCUMENT 003119 EXIST:NC COND:T:ONINFORMAT:ON l.l EX:ST:NG CONDIT:ON INFORMAT:ON END OF DOCuMENT This Document witlt iE referenced attachments is part of frre Procursment and Gonrac.ting Requimments for Project. They provide Owner's information for Bdders'conrrnience and are intendei to supplement rather fian scrve in lbu of the Bldders' own invessgalions. They are made available for Bidders'convenience and informafion, but are not a weranty of exlsting condifibns. This Doatment and Its attachments sre not part of the Conhact Documents. EX:ST:NC CONDlT10N:NFORMAT10N 003119‐1 Oak Brook Golf Club Pato Renovationノ Project No.2018o027 SECTIO∥011000 SuMMARY PART l‐G=NERAL l.l RELATED DOCUMENTSA.w臨 認濯喘 留詣滉蕗盤・鋼躍濯露跳:eneral and Sup● ementary∞nd∥ons and l.2 SUMMARY A. Seclion:ndudes: 1. ProiectinfOma∥on. 2. WOrk covettd by Contract Documents。 l W議 褥翼:Lrate∞ntm“.5. Owner‐flmished products: 6: Access to site. 7. Sne cOo日 』ina∥On, 3。 WOrk ttstFi面 OnS, 0, SpedttCation and dttng conventions, B. Related Requl"ments: 1. Secuon 015000 "Temporary Facllitles and Conむ ols・ for limitations and procedures 9oveming temporary use of Owners fac∥ilies. 1.3 WORK COVERED BY CoNTRACT DOCUMENTS A.The Wo“of PrOiectiS deflned by the Contract DoCuments and∞nsists of the fo∥owing: 1. Palo Renovalion and Expanslon. Excavation, select市 e demolition, concrete work, masonry, trellis)lighting, 9as tO Flre pits and related work. B. Type of Contract: 1. ProJect wll!be constructed under a single pttme contract. SUMMARY 011000-1 1.5 Oak Brook Golf Club Pa僣 o Renovetion′proiect No,2018‐027 1.4 WORK UNDER SEPARATE CONTRACTS Genemi:Cooperate fuly wih Separate∞ntractors so wo点 on those∞ntratts may be camed Out sm∞thly,wtthoutlntrerng with or delayng work underthis Contrad or oher∞ntracts.Coordinate the Work ofthis Contract哺 th work perromed under separate∞nmcts. ACCESS TO SiTE Ceneral:contractor shan have lmited use of Proiect site fOr conStruction opera∥ons as indi"ted on Dra面 ngs by he ConLct∥mits and asindlcated by requrements Ofttb Sedion. use of Site:Lim∥uSe of Proiect Siや や areas哺 thin the Contttct∥mits hdicated.Do not disturb portions oFproieCt Sib beyond areas h ttich the Workに hdi●ated, 1, DJvewaF, Walkways and EnttancesI Keep driveways,parking:loading areas, and enttances 濯蹴馴為:i露 穏潔:ぜ 出器 b駕 蹂 TttLimeme・ mcy Vend由 a. Scheduie delivenes tO mininnize us● of driveways and entrances by conStruction operations. b. Schedule de∥veHes to minimize SpaCe and lme requlrements for storage Of mate∥●ls and equipment on‐site, 2. Mobilization Plan and Constructlon Access; use a p。両。n of the existing parking iOt to be coordinated by Owner,Protect a∥exi釧 ng iawnl:andscaping,buildings,lomrk:rencing,and bu∥ding, Repair r damaged. Condltion of Exisung s:tel Maintain pOrtions of exlsling site afFected by cOnst沌 面On operations in proper condltion tllroughout oonstruction period, Repalr damage caused by oonstuction opemlons, Repair lawn areas wlth sod. SiTE COORDINAT10N Owner will occupy the building duttng entire constaction period. Cooperate 輛th Owner during construcJon operaloos to minimize conlicts,nd faciiitate Owner safety and usage,Perforrn the work so as not to interFere哺 th(Dmers operations,Maintain exisling exits unless oherwise indicated` 1, Maintain access to existing walkways,and other adiacent OCCup:ed or used facilities.Do not close or obstruct walkwaysJ or other occuplel or used faci∥ties without、v∥tten perrnission from Owner and butho∥∥es having iunSdiC10n. 2. Provide nctless than 72 hoursl notice to Owner of aclivities that will afFect OwneFs operations. SELECT:VE DEMOLIT:ON Remove ofFsite a∥demo∥shed portions ofthe work: WORK RESTRICT10NS Work RestHctions,GeneralI Comply wnh restHctions on construction opera薔 ons. l Comply Ⅵlth∥mitatiOns on use of pub:ic Streets and with other requ:rements of autholles having iunsdicliOn. SUMMARY 011000‐2B. C. 1.6 1,7 1.3 A. Oak Brook Golf Club Patio Renovation / Project No. 2018-027 B. On-Site Work Hours: Limit wor* in the exlsting building to normal business working hours Monday through Friday, unless otherwisa lndicaled: 1. Comply with all goveming authorlty regulations- C. Existing Uillity lntenuptions; Do not lntemrpl utilities serving facilities oocupled by Orner or others unless permitted under he following conditions and then only aftr providing temporary utility servicas according to requlrements indicated: 1. NotTy Owner nol less han turc days ln adwnce of pmposed utility lntemrptions.2. Obtrain Owne/s written permission before prooeeding with utility intemrptions. D. Noise, Vibration, and Odors: Coordinate operations that may result in hlgh levals of noise and vibratlon, odors, or other disruption to Owner occupancy with Owner. 1. Notify Owner not less then t$,o days in advance of proposed disruptive opemtions.2, Obtain Oran'ter's yvritten permission before proceeding uith disruptive operations. E, Controlled Substances: Use of tobacoo producls and other controlled substanoes within the existing building and on Projecl slte is noi permltted, 1.9 SPECIFICATION AND DRAWING CONVENTIONS A. Specification Content The SpecificaUons use cerlain conventions for the style of language and he intended meaning of certain terms, words, and phrases when used in parlieular situations. These conventions arc as follouas: 1. lmperative rnood and sfeamlined language are generally used in the Specifications. The words 'shall,n "shall be,' or'shall comply w'rth," depending on the context, are implied where a colon (:) is used Wthin a sentence or phrase.2. Specification requirements are to be performed by Contractor unless specifically stated otherwise. B. Division 01 General Requirements: Requirements of Sections in Division 01 apply to the Work of sll Sections in the Specifications. C, Drawing Coordinatlon; Requirements for materials and products identified on Drawings are described in detail in the Specifications. One or more ol the following are used on Dr:awings to identify materials and products: 1. Terminology: Materials and products are identified by the typical generic terms used in the individual Specifi cations Sections. PART 2 - PRODUCTS (Not Used) PART 3 - EXECUTION (Not Used) END OF SECT:ON SUMMARY 011000‐3 Oak Brook Golf Club Palo Renovation′ProreCt No.2018Ю 27 SEC■ON 012100 ALLOWANCES PART l‐GENERAL l,l RELATED DOCUMENTS A. Dra哺 ngs and geneml prOvisions of me COntmct,induding Geng口 l and Supplementary Condilons and other Division 01 Spedttca∥on Sections,aplly tO thiS Se醐 on, 1`2 SUMMARY A, Sedon includes adminis●Ove and prOceduralrequirements 9oveming ailowances. B. Types of a∥owances include he fo∥C躙 嗜ng: 1。 Contingency a∥owances. 2. Testing and inspectlng allowances. C. Related Requirements: 1, Seclion 012200・ unに Plces"for procedures for using untt plces,lnduding adiuStmenl of quan∥ty a"。Wances when applicabie. 2. SedOn 014000"Quality Requirements"for procedures governing the use of allowances foribld teslng by an independenttesln9●gency. 1.3 SELECT10N AND PURCHASE A. At the eaHiest practlCa!date after award Of the Contmct,advlse Architect of the date when lnal sele面 on,。「purchase and de:ivery,of each product or system descttbed by an a∥owance must be completed by he ownerto avoid del●ying the Work. B.At Architeず s request,obtain proposals for each aliowance for use in mattno lnal Selections.hdude re∞mmendatons that are relevantto perfoming the work. C. PurChase products and systems se!ected by Architect from the designated suppller. 1`4 ACT10N SUBMITTALS A. Subml proposals For purchase of products or systems included in a∥owances in the fom specined for Change orders. 1.5 :NFORMAT10NAL SUBMITTALS A, Submit lnvoices or delivery slips to show actual quan哺 Jos of mate∥als delivered to the site for use in fu1111rnent of each allowance. B. Submit time sheets and other documentalion to show laborlime and cost for installation of a∥owance ltems thatlncl●de instatiation as part Ofthe allowance. C, Coordinate and prOcess submittals for al:owance lems in same manner as for other portions of the Work. 1.6 000RDINAT:ON A` COOrdinate a∥owance lems with other p●咸ions of the work.Fumish template as required lo ooordinate installation. ALLOWANCES 012100‐1 Oak Brook Gotf Club Patio Renovation / Project No. 2018{27 .1,7 CONTINGENCYALLOWANCES A. Use the contingency allowanc.e only as dirEctad by Architect for Owne/e pulposes and only by Change Orders that indicate amounts to be cfiarged to he allowance. B. Conhactor's overhead, profit, and related costs for products and equipment ordered by Owner under the ontingency allowance are included in the allowance and are not part of the Contrac-t Sum, These costs include delircry, installation, tiaxes, insurance, equipment rental, and similar costs. C. Change Orders au$rorizing use of funds from he contingency allowance will include Conhactor's related costs and reasonable owfiead and prolit. D. At Proiect closeout, credit unused amounG remalning in the contingenry allowance to Owner by Change Order. 1.8 TESTING AND INSPECTING ALLOWANCES A. Testing and inspecting allouances include tre cost of engaging testing agencies, actual tests and inspections, and reporting results. B. The allowance does not include inoidental labor required to assist the testing agency or costs for retesting if preMous tesb and inspectirons result ln failure. The cost for incidental labor to assist the testing agency shall be included in the Contract Sum. C. Costs of testing and inspection services not required by the Contract Documents are not included in the allowance. D. At project closeout, credit unused amounts remaining in the testing and inspectlng allowance to Owner by Change Order. 1.9 ADJUSTMENT OF ALLOWANCES A. Allowance Adjusffnent: To adjust allowance amounts, prepare 9.pha1Se_Order proposal based on the difference beirveen purchase amount and the allowance, multiplied by final measurement of uork'in- place wlrere applicable. ll applioabte, include reasonable allowances for cutting losses, tolerances, mixing wastes, normal product imperfections, and similar margins. 1. lnclude installation costs in purchase amount only where indicated as part of the allowance. Z. lf requested, prepare explanation and documentation to substantiate distribution of overhead costs and other markuPs. 3. Submit substantiation of a change in scope of Work, if any, claimed in Change Orders related to unit<ost allouances. 4. Owner reserves the right to establish the quantity of work-in-place by independent quantity survey, measuret or count. B. Submit claims for increased costs because of a change in scope or nature of the allouance described in the Contracl Documents, whether for the purchase order amount or Contrasto/s handling, labor, installation, overhead, and Profit. 1. Do not include Contractor's or subcontractor's indjrect expense in the Change Order cost amount unless it is clearly shown that the nature or extent of Work has changed from what could have been foreseen from information in the Gontracl Documents. 2. No change to Contractor's indirecl expense is permitted for seleclion of higher- or lower-priced materialJor systems of the same scope and nature as originally indicated. PART 2 - PRODUCTS (Not Used) PART 3 - EXECUTION 3.1 EXAMINATION A. Examine products covered by an allowance promptly on delivery for damage or defects. Retum damaged or defective products to manufacturer for replacement. ALLOWANCES 012100 - 2 Oak Brook Golf Club Patio Renovation′ProieCt No.2018‐027 3.2 PREPARAT10N A, C∞rdinate matenals and thd『insta∥a」on iDr each allowance哺 th retated materinls and instanat:Ons to ensure that each a∥o、旧nce item is∞mpletely integrated and interfaced哺 th related work. 3,3 SCHEDULE OF ALLOWANCES A. Ailowance No,1: ConlingenCy A:|●wance: inolude a oOntingency al:owance of s5,000.00 for use according tO owners w∥tten lnsmclons_ 3. Allowance No,2:Testing and:nspec∥on Allottnce::nciude the sum of sl,000.00●r teslng and inspections to be proⅥded by Ownert tttten consent. END OF SECT:ON ALLOWANCES 012100‐3 Oak Brook Goif Club Pa督 o Renovationノ Prol●ct No.2018‐027 sEcTtoN 013100 PROJEGT MANAGEIIiENT AND COORDI}IATION PART 1 . GENERAL 1..I RELATED DOCUMENTS A. Drawings and general provlsions of the Contract, including General and Supplementary Conditions and other Divislon 01 Specification Sections, apply to this Section, 1.2 SUMMARY A. Section includes adminishative provisions for coordinating oonstruction operalions on Pro,iect including, but nol limited to, the following: 1. Generalcoordinalionprocedures. 2. Coordinalion drawings.3. RFls.4. Project meetings. B. Each conbactor shall participate in coordination requirements. Certain areas of responslbility are assigned to a specific conlraotor. C. Related Requirements:'1. Sec-tion017300 'Execulionn for procedures for coordinating general installation and field- engineering services, including establishment of benchmarks and conhol points.2. Sec-tion 017700 'Closeout Procedures'for coordlnating closeout of the Contract.3. Sedion 019113 nGeneral Commlssioning Requirements'for coordinating the Wor* wittr Owne/s Commissionin g Auhority. 1.3 DEFINITIONS A. BIM: Building lnformation Modeling. B. RFI: Request for lnformation. Requesi from Architect, or Contractor seeking information required by or clarifications of the Contracl Documents. 1.4 INFORMATIONAL SUBMITTALS A. Subcontract Listr Prepare a written summary identilying individuals or firms proposed for each portion of the Work, including those who are to fumish products or equipmenl fabricated to a special design. lnclude the following information in tabular form; 1. Name, address, telephone number, and email address of entity performing subcontract or supplying producls. 2. Number and title of related Specification Section(s) covered by subcontract.3. Drawing number and detail references, as appropriate, covered by subcontract, B. Key Personnel Names: Within 15 days of starting construction operations, submit a list of key personnel assignments, including superintendent and other personnel in attendance at Project site. ldentify individuals and their duties and responsibilities; list addresses and cellular telephone numbers and e:. mail addresses. Provide names, addresses, and telephone numbers of individuals assigned as allemates in the absence of individuals assigned to ProJect. 1.5 GENEMLCOORDINATIONPROCEDURES A. Coordination: Goordinate construction operations included in different Sections of the Specifications to ensure efficient and orderly installation of each part of the Wo*. Goordinate construction operations included in different Sections that depend on each other for proper instailation, conneciion, and operation. PRO」ECT MANACEMENT AND C00RDiNAT10N 013100‐1 Oak Brook Golf Club Patio Renovation / Project No. 2018{27 B. Prepare memoranda for distribution to each party lnvolved, outlining special procetures required for coordination. lnclude such items as required notices, reports, and list of attendees al meelings. '1. Prepare similar memoranda for Ovvner and separate contractors if coordination of their Work is required. C. Administrative Procedures: Coordinate scheduling and timing of required administralive procedures with ofier consfuc-tion actMties to avoid conflicts and lo ensure orderly progress of the Work. Such administrative activities lnclude, but are not limlted to, the following; 1. Preparation of Contractol's consbuction sctredule. 2. Preparation of the schedule of values. 3. lnshllation and removal ol temporary facililies and controls. 4, Delivery and processing of submlttals, 5. Progress meetings.6. Preinstallation conferences.7, Project closeoul activities. L Startup and adjustment of systems. 1,6 COORDINATION DRAWINGS A. Coordination Drawings, General: Prepare coordination drawings according lo requirements in individual Sections, and additionally where installalion is not completely indicated on Shop Drawings, where limited space availability necessitates coordination, or if coordination is required lo facilltate integration of products and materials fabricated or installed by rnore than one entity, 1. Content Project-specific information, drawn accurately to a scale large enough to indicate and resolve conflicts. Do not base coordination drawings on slandard pdrited data. lnclude the following information, as applicable: a. Use applicable Drawings as a basis for preparation of coordination drawings. Prepare seclions, elevations, and details as needed to describe relationship of various systems and components,b. Coordinate the addition of trade-specific information to coordination drawingsln a sequence that best proMdes for coordination of the information and resolution of conflicts between installed components before submitting for review. c. lndicate required installation sequences. d. lndicate dimenslons shown on Drawings. Specifically note dimensions that appear to be in conflict with submitted equipment and minimum clearance requirements. Provide altemative sketches to Architect indicating proposed resolution of sucfr conflicts. Minor dimension changes and difficult installations will not be considered changes to lhe Contract. 't.t REQUEST FOR INFORMATION (RFl) A. General: lmmediately on discovery of the need for additional information, clarification, or interpretation of the Contract Documents, Contractor shall prepare and submit an RFI in the form specified. 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 Contracto/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 action required, and respond. Allow fiye working days for Architecl's response for each RFl, RFls received after 1:00 p.m. will be consldered as received the following working day. 'l . 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 Csnstruction Manager of additional information. PROJECT MANAGEMENT AND C00RD:NAT10N 013100‐2 Oak Brook Golf Club Patio Renovation / Projeci No. 2018-027 1.8 PROJECT MEETINGS A. General: Schedule and conduct rneetlngs and conferences at Project sile unless ohenruise indicated. 1. Attendees: lnform participants and others involved, and individuals whose presence is requirad, of date and iime of each meeting. Notlfy Owner and Architect of scheduled meeting dates and limes a minimum of 10 working days prior to meeting.2. Agenda: Prepare the meeting agenda. Distribute the agenda to all invited attendees.3. Minutes: Record significant discussions and agreements achieved, Distribute the mBBting minutes to evoryone concemed, including Owner and Architect, within firee days of the meeting. B. Preconstrustion Conference: Schedule and conduot a preconslruc'tion conference before starting construction, at a time convenient to Owner and Architect, but no later than 15 days after execution of the Agreement. 1. Attendees: Authorized representratives of Owner Architect, and their oonsultrante; Contractor and irn superintendenl; major subcontractors; suppliers; and other concemed parties shall attend the conference. Participants at the conference shall be familiar wilh Prdect and authodzed to conclude matters relating to lha Work.2. Agenda: Discuss items of significance lhat could affuct progress, including the following: a. Responsibilitiesandpersonnelasslgnments,b. Tentafiveconstnrctionschedule. c. Criticalwork sequencing and long lead items. d. Designation of key perconnel and their duties. e. Llnes of communicaiions.f. Procedures for prooessing field decisions and Change Orders. S. Procedures for RFls. h. Procedures for testing and inspectlng. i. Prooedures for processing Applications for Payment.j, Distribution of the Oontract Documents. k. Submittalprocedurcs.l. Preparation of Recod Documents.m. Use of the premises. n. Work restrictions.o. Working hours.p. Owner'soccupancyrequirements.q. Responsibility for temporary facilities and controls. r. Parking availabili$.s. Offie,e, 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 Archilec{, but no later than 30 days prior to the scheduled date of Substantial Complelion. 1, Conduct the conference to review requiremehts and responsibilities related to Project closeout.2. Attendees: Aulhorized representatives of Ounrer, Archltect, and their consultants; Contractor and its superintendent; major subconlractors; suppliers; and other concemed parties shall attend the meeting, Participants at the meeting shall be familiar with Project and authorized to conclude matters relating to ihe Work. 3, Agenda: Discuss items of significance that could affect or delay Project closeout, including the following: a. Preparation of Record Documenls. PROJECT MANACEMENT AND C00RD!NAT10N 013100‐3 Oak Brook Golf Club Patio Renovation / Project No. 2018427 b. Procedures required prior to inspection for Substantial Completion and for final inspection for acceptance.c. SubmlttaloJtrritienwananties,d. Requirements for preparing operations and maintenane datia.e. Requirements for demonstration and trainlng.f. Preparation of Contractofs punch l'rl.g, Procedures for processing Applications tor Payrnent at Substantial Completion and for final payrnent.h. Subrnittralprocedures.i. Coordination of separate contracts, J. Owne/s partial occupancy requirements.k. lnstallation of Ornel's fumiture, fixtures, and equipment.I. Responsibility for removing temporary facilities and controls. 4. Minutes: Record and distribute meeting minutes. D. Progress Meetings; Conduct progr€ss meetinge at blweekly intervals or as doemed appropriate based on constuction progress. 1. Coordinate dates of meetings witr preparation of payment requests.2. Attendees: Owner and Architec{, shall be represented at these rneetings. All participants at the meeting shall be familiar with Project and authorized to conclude matters rclating to the Wo*.3. Agenda: Review and conect or approve minutes of prcvious progress meeting. Review other items of signtftcance that could affect progress. lnclude topics for disoussion as appropriate to status of Project. B. GontractoFs Gonsfuction Schedule: Review progress since the last meeting. Determine uvhether each acUvity is on time, ahead of schedule, or behind schedule, in relaiion to Contractor's construction schedule. Determine how construction behind *hedule uill be expedited; secure commitments from parties involved to do so. DiscuEs whether schedule revlslons are required to ensure that cunent and subsequent aciivilies will be completed within the Contract Time. l) Review schedule for nexl period. b. Review present and future needs of each entity presenl, including the follou{ng: li $nffiJX1Ti,1il"1ffi;3) Status of submittals. 4) Deliveries.5) Off-site fabrication.br Access.7) Site use.8) Temporary facilities and controts. lli i[fl":*,H*li-.rien'lems 141 Status of Proposal Requests.15) Pending changes. 16) Status of Change Orders. 171 Pending claims and disputes. 18) Documentalion of information for payrnent requests. 4. Minutes: Record and distribute the meeting minutes to each party present and to parties requiring information. PROJECtt MANACEMENT AND C00RDiNAT10N 013100‐4 Oak Brook Gdf Club P●lo Renovation′ProieCt NO.2010‐027 a. SChedule updating: Revise COntp●lors ●Onsttuction schedule ater each progress mee∥ng where revisbns to the schedLJleれ ave been made or recognized.Issue revised sched口 le concurren∥y ηtth the report of each meeling. PART 2‐PRODUCTS(Not Used) PART 3・ EXECUT10N(Not used) END OF SECT:ON PRO」ECT MANAGEMENT AND C00RDINAT10N 013100-5 Oak Brook Oolf Club Palo Renovattonノ Prolect No,2018‐027 sEcTtoN 014000 QUALITY REQUIREME}'|T8 PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and generalprovisions of the Contract induding Generalard SupplenrenhryConditons and oher Division 01 Specificatlon Sections, apply to thls Section. 1.2 SUMMARY A. Section includes administnaUtre and procedural requirements for quality assumnce and quality conlrol. B. Testing and inspecling services are requircd to verify compliance with requirements specified or indicated. These seMces do not relieve Conbactor of responsibili$ for compliance with the Contract Document requirements. 1.3 DEFINITIONS A. Quality-Assurance Services: Activities, actions, and procedures performed before and durlng executlon of the Work to guard against defects and deficiencies and substafltiate that proposed construction will comply wih requirements. B. Quality4onbol Services: Tests, inspec.tions, procedures, and related aclions during and afier execution of the Work to evaluate that aclual products incorporated into the Work and completed construction comply with requirements. Services do not include conbact anforcement actlvities perforrned by Architect. C. Mockups: Full-size physical assemblies that are constructed on-slte. Mockups are constructed to rrerlfu selections made under Sample submlttals; to demonstrate e€sthetic effects and, where indicated, qualities of matrerials and executiou to review coordinaton, tes{ing, or operation; to shory interface betwpen dissimlhr materials; and to demonstrate compliance with specified installation tolerances. Mockups are not Samples. Unless otherudse indicaled, appmved mockups establish the standard by wtrich the Work will be judged. 1. Laboratory Mockups: Full-size phplcal assemblies constructed at testing facility to verify performance characteristics.2. lntegrated Exterior Mockups: Mockups of the exterior envelope erected separatelyfrom the building but on Project site, consisting of multiple products, assemblies, and subassemblies.3. Mockups: Mockups complete with fumishings and equipmenl. D. Preconstruction Testing: Tests and inspections performed specifically for Proiect before products and materials are incorporated into the Worft, to verify performance or compliance with specified criteria. E. Product Testing: Tests and inspections that are performed by an NRTL, an NVLAP, or a testing agency qualified lo conduct product testing and acceptable to authorities having Jurisdiction, to establish product performance and compliance with specified requirements. F. Source Quality-Control Testing: Tests and inspections tlrat are performed at the source, e.g., plant, mill, factory, or shop. G. Field Quality-Cont'ol Testing: Tests and inspections that are performed on-site for installation of the Work and for completed Work. H. Testing Agency: An entity engaged to perform specific tests, inspections, or both. Testing laboratory shall mean the same as testing agency. l. lnstaller/Applicator/Erector: Contractor or another entity engaged by Contractor as an employee, Subcontractor, or Sub-subcontractor, to perform a particular construction operation, including installation, erection, application, and similar operations. 1. Use of trade-specific terminology in refening lo a trade or entity does not require that certain construction aetivities be performed by aocredited or unionized individuals, or that requirements specified apply exclusively to specific trade(s). QUALiTY REQUIREMENTS 014000‐1 Oak Brook Gotf Club Patio Renovation / Project No. 2018-027 J. Experienced: When used with an entity or individual, 'experienced" means having successfully completed a minimum of five previous proiects similar in nature, size, and extent to this Projecl; belng fa.miliar with special requirements indicated; and having complied with requirements of authorities having jurlsdlction. 1.4 INFORMATIONAL SUBMITTALS A. Testing Agency Qualitications: For testing agencles specified in 'Quality Assurance" Arffole io demonsfab their capabilities and experience. lnclude pmof of qualifications in the form of a recent report on the inspection of ttre testing agency by a recognized aulhority. 1.5 REPORTS AND DOCUMENTS A. Test and lnspection Reports: Prepare and submit certified rvritten reports speclfied in other Sections. lnclude the following: 1. Date of issue.2. Project tjfle and number. 3. Name, address, and telephone number of testlng agency. 4. Dates and locations of samples and tesE or inspections. 5. Names of individuals making lests and inspections. 6. Descriplion of the Work and test and inspection method. 7. ldenlifietion of product and Specification Seotion. 8. Complete test or inspection data. 9. Test and inspection results End an interpretation of test results. 10. Record of temperature and weather conditions at time of sample taking and testing and inspecting. 11, Comments or professional opinion on whether tested or inspeeted Work complies uith the Contract Docum ent requirements. 12. Narne and signature of laboratory inspector. 13. Recommendations on retesting and re-inspecting' B. Permits, Licenses. and Certificates: ForOume/s reeords, submitcopies of pemits, licenses,certifications, inspeclion reports, releeses, jurisdictional settlements, notices, receipts for fee payments, judgments, conespondenge, re@rds, and similar documents, established for compliance witt standards and regulations bearing on performance of the Work. 1.6 QUALITY ASSURANCE 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 manufacturing products or s!,stems similar to those indicated for this Project and with a record of successful in-service performance, as well as sufficient production capacity to produce required units. C, Fabricator Qualifications: A firm experienced in producing producB similar to those lndicated for this Projecl and with a record of successful in-seruise performance, as well as suflicient production capacity to produce required units. D. lnstallerQualifications: A firm or individualexperienced in installing, erecting, orassembling work similarin malerial, design, and extent to that indicated for this Project, whose work has resulted in construction witr 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, assembly, or product that are similar in material, design. and extent 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 those operations. Specialists shall satisfy qualification requirements indicated and shall be engaged for the activities indicated' 1. Requirements of authorities having jurisdiction shall supersede requirements for specialists. QUALITγ REQUIREMENTS 014000‐2 Oak Brook Golf Club Patio Renovation / Project No. 2018427 G. Testing Agency Qualiflcations: An NRTL. an NVLAP, or an independent agency with the experience and capability to conduct testing and inspecting indicated, as documented according to ASTM E 329; and with additional qualifications specified in individual Sections; and, wfiere required by aufrorities having jurisdiction, lhat is acceptable to authorities. 1. NRTL: A nationally recognized testing laboratory according to 29 CFR 1910.7. 2, NVLAP: A testing agency accredited according to N lSTs National Voluntary Laboratory Accredilation Program. H. Manufac-tueCs Technical Representative Qualifications: An auhorized represenhlirae of manufactrrerwho is trained and approved by manufacturer to observe and inspect lnstallalion of manufacturcr's pr,oducts het are siniilar in material, design, and extenl to those indicated for this Project. L Factory-Authorized Service Representative Qualifications: An authorized representative of manufacturer vyho is trained and approved by manufacturer to inspect installation of manufac.ture/s producE that are similar in material, design, and extent to those indicated for thls Project. J. Preconstruction Testng: Where testing agency is indicated to perform preconstruction testing for compliance with specified requirements for performance and test methods, comply with the following: 1. Conhactor responsibilities include the following: a. Provide test specimens representative of proposed products and conslruction. b, Submit specimens in a timely manner with sufficient time for testing and analyzing results to Prevent delaYing the Work. c, Provide sizes and configurations of lest assemblies, mockups, and laboratory mockups lod effi :igsffi iil15"i3t3!'*?,l.,0fr1'iti[,rfl iJi'#H,ffi l?fl f,tff lTli?fl i Tl;" tasks for Project.e. Build laboratory mockups at lesling facility using personnel, products, and methods of constuction indicated for the completed Work. l, When testing is complete, remove test specimens, assemblies, and mockups; do not reuse products on Project. 2. Testing Agency Responsibilities: Submit a certified written report of eacfi test, inspec{ion, and similar quality-assurance seMce to Architect with copy to Confactor. lnterpret tests and lnspections and stale in each report wtrether tested and inspected uork complies with or deviates from the Contract DocumenE. 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 indicated for the completed Work: 1. Build mockups in location and of size indicated or, if not indicated, as directed by Architect. 2. Notify Architect seven dap in advance of dates and times when mockups will be constructed. 3. Employ supeMsory personnel who will oversee mockup conshuction, Employ workers that will be employed during the construction at Project. 4. Demonstrate the proposed range of aesthetic effects and wortmanship. 5. Obtain Architect's approvalof mockups before starting work, fabrication, or construction, 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 judging the completed Work.7. Demolish and remove mockups vrfren directed unless othenruise indicated. L. lntegrated Exterior Mockups: Construct integraied exterior mockup according to approved Shop Drawings. Coordinate installation of exterior envelope materials and products for which mockups are required in individual Specification Sections, along with supporting materials. QUALITY REQU:REMENTS 014000-3 oak BrcЮ k Gdf Club Pato Renova∥onノ ProieCt No.2018-027 1.7 0UALllY CONTROL A. Conhctor Responsibi∥Jes: Tests and inspections are Contttctors respOnsibi:ity. Perfom add社 lonal qualiり・●OntrOl a酬 ∥es required to vettfy hatthe Wo庶 ∞mp∥es with requirements,vttether specmed Or not. 1. Unless otherwise indicated, proMde quality‐control services specifed and hose required by auho∥薔e,havingjulsdiC∥On.Perform oua∥ty・ controi services required ofContractor byautho1les ha宙 ngJulslictiOn,"ether spedled or not. 2. Where Services are indicated as Conぃ ctorS respOnsib∥ity.engage a quaii鷺 )d teslng agency to perfom hese quJity‐oontrol settces. ao Contractor shall not employ same enlty engaged by OWner:●nless‐agreed to in Ⅵdung by Owner. 3. Notify testtng agencies at least 24 hours in advance of∥me Mhen Work that requires tesl■90「 1,specling η月1l be perfomed. 4, Where qlJity‐oontrol services are hdicated as Conhctors responsbi:け ,submn a centted witen repoltlin dup∥cate,of each qua∥ty‐control service. 5, Teslng and inspecting requested by Conttctor and not required by the Contract Documents are Contractors respongЫ I町.6. Submit additiona:copies ofeach Ⅵ肩tten repon dittctlyto auhonles haungiunSdimon,wlen heySo direct. 3. Retesti,9/Re“inSpecting: Regardiess of whether origina: tests or inspectiOns were contractOrs responsibility,provlde qua∥tyton昴 :Sewices,:nOluding reteding and re―inspectilng,for const“ction that replaced Work thatfaled to comp:y tth the Contract Documents. C. Testing Agency Re,ponsibllitles:Cooperate晰 th Architectand Conlmctorin perfomance ofduDes.PrOvide qualifled personneilo perFom required tests and inspeclions. 1. NotttArchtctandcontractorprompuyOfiregula∥les ordttdendes observedinthe Work du∥ng perfomanoe ofits services. 2. Detemine the locaJon from which test samples哺 ∥be taken and in whichin■im tests are conducted, 3. Conduct and interprettests and inspeclons and state in each report whethertested and inspected work∞mplies with or deviat“from requirements, 4. Submit a certified喘 扇tten report,in dup∥cate,of each test inspeC10n,and similar qualitycontrol service詢 "ugh Contractor.5, Do not releaset revoke,aner,orincrease the Contract Documentrequirements or approve or accept any portion ofthe work. 6. Oo oot perform any duties of contractor、 PART 2‐PRODUCTS(NOt USed) PART 3‐EXECUT:ON 3.l ACCEPTABLE TESTINC AGENCIES N/A, TEST AND INSPECTION LOG Test and lnspection Log: Prepare a record of tests and inspections. 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 inspector conducting test or inspection. Malntain log at Project site. Post changes and revisions as they occur. Provide access to test and inspection log for Archilectl reference during normal working hours, QUALITY REQUIREMENTS 014000‐43.2 A. B. 08k Br00k Golf Ciub Pa∥o RenovaJohノ Proiatt No.2013‐027 3.3 REPA:R AND PROTECT:ON A. Cenera1 0n∞mpieuon Of teslngl inspecln9,sample taking,and slm∥ar servicesl repal damaged construction and FeStOre substtates and l口 ishes. 1. Proyide materials and comptywith installafion requirements or matching existing subsbates and finishes. Restore pat Sections B. Protect construcUon exposed by or for quality-confol sentice actiMties. C. Repair and protection are Contractois responsibility, regardless of the assignment of responsibility for quality-conlrol services. END OF SECT10N QUAL:丁 Y REQUlREMENTS 014000‐5adjoining areas witr durable seams hat are as invislble as possible. Comply with the Contnaa Document requirements for cutting and patching in Secton 017300 "Execution.' Oak Brook Golf C:ub Patlo Ronova∥on′ProJect No.2018‐027 SECT:ON 015000 TEMPORARY FACi日 田 ES AND CONTROLS PART l‐GENERAL ll RELATED DOCUMEN rS A Drawings and geneml p"Msions ofthe Contmct,including Ceneral●nd Supplementary Condiloos and oher DMsion 01 Spedncatbn sectlons,app:y to this Section l.2 SUMMARY A Sedon includes requirements for tempOrary u∥∥ies,suppon faci1lies,and secudty and protectton facililies B Related Requirements: l S∝」on 011000・ Summary｀for work rest∥dons and∥miね 」ons on utl:ty intermp∥ons_ 13 USE CHARGES A Ceneran insta∥a∥on and removal●f and use chaFgeS fOr tempomry facntles sh8∥be included in the Contract Sum unless othenMse indicated A∥ow oher entittes to use tempOrary seMces and fadlmes wlhout cost, inc:uding, but not limited to Owner, Architect,tesing agencies, and authootles haung lunSdiCtlon. B SeWer serdoe: Owner w∥l pay sewer‐sen′ice use charges for sewer usage by a∥ entttes for construcuon opemuons. C Water SeMce: Owner∥∥pay water‐seMce use chattes for"喧 ter used by a∥entties for conshcton Opera∥Ons D Electric Power SeMce: Owner嘲 ∥pay electrlc‐powerseMce use charges for elechcity used by a∥ en,ties for constmc」on operations. E Water and Sewer Service from Exis∥ng System:Waterfrom Owners ems∥ng water system is ava∥abie for use u籠 詢out metenng and wlthout payment of use chattes ProMde●onnectons and extensions of servlces as requlred for construc」on operauons F Electrた Power SeMce fЮ m EXttng System:Ei●面c power from OwneFs exittng system is avanable for use nnthout meteing and哺 thout papent of use chattes ProMde connections and extensions of seMces as required fOr construc∥on operalons. 14 1NFORMAT10NAL SUBM:1■ALS A Site Plan: Show temporery facili∥es,u“l識 y hookups,staging areas,and parking areas for constuclon personnel B Erosion‐and Sedimen愴 Jon‐Contro:Plan: Show comp∥ance wlth requirements of EPA ConstnJo∥on CeneraI Peml or autho■les haЙ ng jurlsdictlon,whicheveris more smn9ent C Fire‐Safety Progmm: Show comp∥ance with requirements of NFPA 241 日nd autho711eS having iuttSdiCJOn lndicate Contractor personnel responslble for management Of nre_preventton program D MOisture‐Protection Plan: Deschbe procedures and controls fo「protecting mateHals and construction from water absorptlon and damage l Desclbe de∥very,hand∥ng,and stor89e prCl●gons f●r matelaL su●eCt tO Water absorptlon or water damage 2 indicate procedures for discarding water‐damaged mateHals, protocols for mligaing water intrusion into completed Wolk,and replacing water‐damaged Wo薇.TEMPORARY FACILIT!ES AND CONTROLS 015000‐1 Oak Brook Goir C:ub Pato Renova襲 0ロ ノProieCt No.2o18・ 027 1.5 QUAL:TY ASSURANCE A. ElettC SeMcei Comply ttth NECA・ NEMへ and UL standards and regulalons ror temporary electric servlce, instaliseMce to comply v●th NFPA 70。 B. Tests and lnspections: Arrange for authonles having iu∥Sdiction to test and inspect each tempomry u∥ "ty before use.Obtain required certilca∥ ons and pern鶴.C. Accesslble Temporary:珀 ress: comply哺 th app∥cable pmvislons in the U.S,Architectura!& Transpo由 alon Bamers cOmpliance Boardヽ ADA‐ABA Accessibiliw Culddines and lcCrANsi Al17.1. 1.6 PROJECT CONDiT10NS A, Temporary use of Pemanent Facil田 es: Engage lnstaller of each pemanent servi●e to assume respondЫ 1ly for opera∥。n,mゴ ntenancel ano protedOn of eam pemanent seMce du∥ng i、uSe as a ∞nstruclon faci∥ty before Owners a●ceptance,regardilss ofprevibus:ソ aSsigned responsibi!ities, PART 2‐PRODUCTS 2.l MATERIALS A.ChJn‐Link Fendng:Minimum 21nch(50-mm).0.1481●ch‐(3.8‐mm‐)thlCk=gJvattzed‐stedi chJn■nk fablc fendng minimum 6 feet(1・ 8,)high覇 h galvanzed_steel pipe pOstsi minimum 2‐3/8・ inCh‐(60‐ mm‐10D∥ne pOsts and 2,7ノ 31nch・ (73‐mm.)OD comeF and pull posts,with l・ 5r8・ inch・ (42・ mm・ }oD top鑢 誦s. B` Portable Chain‐Link Fencing: Minimum 21nch(50‐mm),o.1481nCh‐(3.8,mm→thiCk=galvanized‐steel, chJI■nk fabFio fendngi mhimum 6 Feet(1=em)∥gh哺 th gJVattzed‐sted口 pe postsi mmimum 2‐3r8・ incho(30・ mm‐10D∥ne posts and 2‐7r81nch・ (73‐mm.)OD∞mer and plll posts,with l‐38・ inch‐(42‐ mm‐)OD top and bottom●ls. C. Wood EndosuFe Fence: P:ywoOd,6 feet(1,3m)high,framed wim four 2‐by‐4・ inOh(50‐by.loO‐mm) ra∥s,with preserva,ve■reated wood pOsts spaced nOt mOre than 3 feet(2.4m)apa減`2.2 TEMPORARY FAC:L:TIES A. Field Ofrlees,ceneral: PrefabHcated or mob∥e unls with serviceable llishes,temperature controls, and fbundations adequate for oorrnalloading。 2.3 EQUIPMENT A. Fi『e Ex[nguishers: Port,ble,UL tttedi vuth class and extinguishing agent as required by locations and classes of lre exposures. PART 3‐EXECUT:ON 3.l lNSTALLAT10N:GENERAL A. Locate fac∥11eS Where they wi∥serve PrOieCt adequately and resun in minimlm interferenCe with perfomance ofthe Worko Relocate and modify fac∥lieS as required by progress ofthe Work. 1. Locate fac∥ities to limit site disttrbance as specined in seCtiOn 011 000"Summary." B. Provlde each faOility reedy fo「use when needed to avoid delay. Do not remove until facilities are no longer needed or are replaced by authorized use of completed pemanentfacilitles. 3.2 TEMPORARY UTI日 TY INSTALLAT10N A: General: insta∥temporary service o『oonnect to existing service. 1. AIIunge with u∥∥ty company,Owner,and exising users for Jme when seⅣice can be intettpted, I necessary,to make connections fortemporary services. B. Sewers and Drainage:Provide temporary ullles to remove efnuentlawfully. TEMPORARY FACiLITIES AND CONTROLS 015000‐2 Oak Brook Golf Club Patlo Renovation / Project No. 2018-027 1. Connect temporary sewers lo municipal system as directed by authorities having jurisdiction. C- Waler Servic€: lnstall water seruice and distibution piping in sizes snd pressures adequate for conslruction. D. WeEr SeMco: Connect to Owne/s existing weler servlce facililies. Clean and maintain wat6r service facilities in a condition acceptable lo Owner, Al Subst8ntial Completion, rsstore these facilrues to condition exlstlng b€fore inilial use. E. Sanit€ry Facilitiesi Provide temporsry toil6ts, wEsh facilities, and drinking ureter fo( use of construction pe.sonnel. Comply with r€quiremehts of authoritias having Judsdic,tion for t!po, numbar, locatbn, operation, and mainlenance of fixtures and facilhies. 1. Tollets: Use ol Ornefs oxisthg loilel facilities will be permitt€d, a8 long as facilitieB are cleaned and melnlslned ln a condltlon accoplable to Oumer. At Subsl€ntial Complelion, reslore theso facillties to condilion existing beforc lnitial use, F. Heating: Provide temporary heating required by construction aclivitles for curing or drylng of comdeted installalions or for prot€ctlng installed consfuc,lion from adveFe effecls of low tempcraturcs or high humidity. Select equipment that vvill not have a harmful effecl on completed lnstallatlons or elements being installed. G. Elec'tic Pow€r SeNice: Connect to Owne/s existing electric power s€Mce. Maintain oquipmenl in a condition acceptable to Owner. 3.3 SUPPORTFACILITIESINSTALLATION A. G6n6ral: Comdy with the fiollowlng: 1. Provide construction for lemporary omces, shops, and sheds locatgd wiihln construdion area or within 30 feel (9 m) of tuilding lines lhat is noncombus{ble according to ASTM E 136. Comply WIIh NFPA 241,2. Maintain supporl facililies untll Ardrilect sGhedules Substantial Completion inspection. Remow before Subslantial Complstion. Personnel rBmaining after Substantial Completion will be permitted to use pemanent facilities. under conditions eccepteble to OwEr. B. Temporary Roeds and Paved Areas: Construct and maintain lemporary roads and paved areas adequate for construction operations. '1. Provide dust-control treatment that is nonpolluting and nontracking. Reapply featment as required lo minimize dust. C. Traffic Controls: Comply with requirements of authoritiBs having jurisdiction. 1. Protect existing site improvements to remaln including curbs, pavement, and utillties.2. Maintiain access for fire-lighting equipmenl and access to lire hydrants. D. Parking: Use designated areas of Owrer's existing parking areas fot construction personnel. Rsstore to original condition. E. Dewatering Facilities and Drains: Comply with requirements of authorities havlng jurisdiction. Maintain Project site, excavations, and construction free of water, 1. Dispose of rainwaler in a lawful mannet that will not result in flooding Proiect or adioining properties or endanger permanent Work or temporary facilities.2. Remove snow and ice as required to minimize accumulations. F. Project Signs: Provide Pmject signs as indicated. Unauthorized signs are not permliied. 1 . ldentification Signs: Provide Projecl identific€tion signs as indicated on Drawings.2. Temporary Signs: Provide other slgns as indicated and as required to inform publlc and individuals seeking entrance to Pmject. a. Provide temporary, directional signs lor construction personneland vlsitors. 3. Maintain and touchup signs so they sre legible at all times. TEMPORARY FACiLITIES AND CONTROLS 015000‐3 Oak Brook Golf Oub Palio Renovation / Project No. 201V027 G. Waste Disposal Facilities: Provide wasle-collection containgrs in sizes adequate !o handle u/aste from construction operations. Comply with rEquirements of aulhodties havtng iurisdicton. Comply with progress cl€aning requirsments in Sac'tion 017300 'Executon.' 3.4 SECURITY AND PROTECTION FACILITIES INSTALLATION A. Pmt€ction of Existing Facilities: Protect existng \€geEtion. equipmBnt, structures, utilities, and other improvements at Projecl sile and on adjacent proper es, except those indicalod to be remo\,Ed or altered. Repair damage lo exlsting fecillties. B. Environmental Protection: Provide proteclion, operate temporsry facilities, and conduct consfucdon as required to comply with environmental regulations end hal mlnimlze possible air, wateruay, and subsoil contamination or pollution or other undesirable effects. 1 . Comply with v{ork r€strictions spocmed in S6c{ion 01'l 000 'Summary.' C. Temporary Erosion and Sedimentation Consol: Comply wiih requirements ol 2003 EPA Construction General Pormil or authorlties heving Jurisdiction, wttlchever is more stringent Provide measures to prevent soil erosion and dischargo of soil-bearing weler runoff and airbome dusi to undlshrbed areas and to adjacenl properties and walkways, according to erosion- and sedimenlation-control Drawings. 1. Vedfy that flows of water redirBcied from conslruction areas or generat€d by construction ac{ivity do not enter or $oss tree- or plant- protection zones-2. lnspect, repeit, and mainlain erosion. and sedimcntetion-conlrol measurBs during construc{ion until permanenl vegetation has been established.3. Clean, repair, and rcstore adjoining properues and roads alfected by erosion and sedimentation from Project site during the course of Project,4. Remove eroslon and s€dimentalion controlE and reslore snd slabllize aEas disturted during removal.FStormwater Control: Comply with requirem€nb of euhodtlBs havlng jurlsdlciion. Prcvide beniors in and aound excavations and subgrade @nstruclion to prevent flooding by runoff of stormwEter from heavy rains. Tree and Plant Protection: lnEtall temporary tencing locatod as indicated or oulside the drip line of trEes to protect vegetation from damage from consttuclion operations. Protect tree root syslems from damage, flooding, and erosion. Sit€ Enclosure Fence: Before sonslruction operalions begin, furnish and inshllsite enclosure f6nce in a manner thal will prevent people and animals from easily entering site excepl by entrance gatBs. '1. Exlent of Fence: As required to enclose entire Pmiect site ot porlion d€termined sufficient to ac-commodate constructlon operalions. 2. MainlBin security by limiting number of keys and restticting distribution to authorized personnel. Fumish one set of ke)rs to ovmer. Security Enolosure and Lockup: lnsEll temporsry anclosure sround partially compleled areas of construction. Provide lockable entran@s lo prevent unauthorized entrance, vandalism, theft, and similar violations ol security. Lock entrances at end ol each work day. Bardcades, Waming Signs, and Llghts: Comply with requirements of authorities having iurisdiction ,or erecting structurally adequate banicades, including wamlng Bigns and lighting. Temporary Egress: Msintain temporary egress from existing occupied facillties as indicated and as requlred by authorities having iurisdiction. Temporary Enclosures: Provid€ temporary enclosures for protection of construction, in progress and completed, from exposure, foul weather, olher constructjon operations, and similar activlties, Provide temporary wealhertight enclosure for building exterior. OPERATION, TERMINATION, AND REMOVAL Supervision: Enforce strict discipline in use ot temporary faciliiies. To minimize waste end abuse, limit avail€bility ot temporary facilities to essential and intended uses. TEMPORARY FAClLITIES AND CONTROLS 015000‐4DEG35 Oak Brook Golf Club Patio Renovation / Proiect No. 2018-027 B. Maintenance: Maintain facilities in good operating condition until removal. 1. Maintain operation of temporary enclosures, heating, cooling, humidity control, ventilation, and similar facilities on a 24-hour basis wtrere required to achieve 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 facilities until Substantial Completion. D, Termination and Removal: Remove each temporary facility when need for ib service has ended, wtren it has been replaced by authorized use of a permanent facility, or no later than Substantial Completion. Complete or, if necessary, restora permanent construction that may have been delayed because of interference wittr temporary facility. Repair damaged Work, clean exposed surfaces, and replace construction that cannot be satisfactorily repaired. 1. Materials and facilities that oonstitute iemporary facilities are pnoperty of Confactor. Owner reserves right to take possession of Project identification signs. Z. Remoye temporary roads and paved areas not intended for or acceptable for integration into permanent construction. Where area is intended for landscape development, remove soil and aggregate lill that do not comply with requirements for fll or subsoi!. Remove materials c|ntaminated 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 sidewalks at temporary entrances, as required by authorities havingJurisdiction. 3. At Substantial Completion, repair, renovate, and clean permanent facilities used during construciion period. Comply with final cleaning requirements specified in SecUon 017700 'Closeout Procedures." END OF SECT:ON TEMPORARY FACIL:TIES AND CONTROLS 015000‐5 Oak Brook Oo:f Club Palo Renovattonノ ProieCt No.2013‐027 SEC■ON 016000 PRODuCT REQU:REMENTS PART l・ GENERAL l,l RELATED DOCUMENTs A. Dm輛 ngs and genera!pЮ usions of he COnttct,induding ceneral and Suppl●mentary Condilons and oher Division 01 Specttcation S馘 ions,apply tO this section. 1.2 SUMMARY A. Seclion indudes administra∥ve and pro∞dural requirements for seiedion of products fo「use in Prole●:product delivery,storage,and handling;manuracturersi standard waranies on productsi special waranJesi and comparabie products, B, Related Requirements: 1. Section 012100"A∥owances"fO「products selected under an allowance, 2. Section 012300“Altemates"for products Selected under an a∥ernate. 1.3 DEF:NIT10NS A. ProduCtS:ltems obtainel for incorp●閾 “ ng into the work,Whether purchased for proiect Or taken from previousiy purchased stock, The tem''producr includes the terrns'material,""equipment,“ 'system,"and tems of simmarintent4 1. Named PrOducts: items idenlled by manufacurers prOduct name,including make o「modei number Or Omer designa∥on shown or∥sted in manufacturrs published productilterattre,that is currentas of date ofhe Contract DoctJments. 2. New Products: :tems that have not pre哺 oし siy been incorporated into another proiect Or facil町.Produc●salVaged o「recycled from o由 o「prOiec“are nOt∞nsuered new products. 3. Comparable ProductI Product that is demonstrated and approved through submiね l process to have the indicated qua∥薔es related to t“冷,function,dimensionl in‐service perforrnance,physical properties,appearance,and other characteristics that equai or exceed those of speclFled product, 3, 3asiS‐of‐Desion Product SpecincatiOni A speciflcation in which a specnc manufactureFs product is named and accompanied by the words・ basis‐of‐design p「oductメ inC:●ding make or modei number。「 other designa懸 oh,to estab∥Sh the signncant qua∥les re:ated to type,function,dimension,in‐service perForrnancel physica! prOpettes, ,ppearance, a●d other characteHstics for purposes of evaluaung comparable products of addl10nal manufacturers named in the specinca∥On. 1.4 ACT10N SUBM:lTALS A, Comparable Product Requests:Subml request for cOnsideraton of eaCh comperable prOduct` ldenlfy product or fabriCatlon o「installation method to be replaced. inc:ude SpecincatiOn section number and lle and Drawing numbers and l∥es. 1. include data to indicate compliance、Mth the reqり irements specined in'comparable Products・ ArtiCle. 2. Architectts Acuon:「necessary,Architect wi∥request addi∥onaiinformalon or documentaJon fOr evalualon wihin one week Of receipt of a comparable product request.Architect wil notify Contractor of approval or relectiOn of proposed comparable product reqvest withlo 15 1ays of receipt of「equest,or seven days of receipt of additionalinfo口 nalion or documentationl whiOhever is iater. a. Form of Approval: As specined in section 013300"Submittal Procedures.・ b. Use product specified if Architect does not issue a decisiOn on use of a cOmparable product「equest within lime a∥ocated. B. Basis‐of‐Design P『Oduct Specification Submittal: Comply Ⅵith requirements in Section 013300 "Sub口 ittal Procedures,1l Show comp∥ance with requirements. PRODUCT REQUIREMENTS 016000‐1 Oak Brook Golf Oub Pato Renovation / Project No. 2018-(127 1.5 QUALITY ASSURANCE A. Compatibility of Options: lf Contracrtor is givon optlon of sslecling between t\^,o or more products for use on Proj6ct, select produc-t compatible with producis previously selected, even if pr€viously Ealect€d products were elso oPtions. 1. Each contracior is responsible for providing products and construction methodE compatlble with pmducG and consfuctlon msthods of othor confac{orB.2. ll a dispute arises between contractors ov6r concunBnlly seloctable but incompatlble products, ArchilEcl will determine wtrich productB shell be used. 1.6 PRODUCT DETIVERY. STOMGE, AND HANDLING A. Deliver, store, and handlg produc6 uslng means and methoG thal will prevent damagE, deterioralion, and los6, including lheft and vandalism. Comply with manufaoture/s written instructlons. B, Delivery and Handling: 1. Schedule delivery to minimize long-t€rm storege al Project site and to prevent overcrowding of consfudion spac€s.2. Coordinate delive/y with installstion time to ensure minimum holding time for items that are flammable, hazardous, easily damaged, or sensilive to del€rioration, theft, and other losses.3. Deliver produc'ts to Project slte in an undamaged condition in manufacture/s original sealed conlainer or other packaging system, complele with labels and insiructions ior handling, stodng, unpacking, protecting, and installing.4. lnspect products on deliv€ry to delermine compliance wllh the Conhacl Documenb and to dBtormine thal products are undsmaged and properly protecled. C. Storage: 1. Stor6 producb to allow for lnspeclion and measurBment ol quantity or counting of unlts.2. Storc materials in a manner ihat willnot endanger Project structure.3, Store products that are subject lo damage by the elements, under cover in a weathertight enclosure above ground, with ventilation adequate to prevent condonsalion,4. Protect foam plastic from exposure lo sunlight, except to extent necessary for period of instellation and concealmenl5. Comply with product manufactureds wdtten instructions for temperature, humidity, ventilation, and weatherfrotection requirements for storage.6. Prolect stored productrs from damage and liquids from freezing.7. Provide a securo location and enclosure at Project slte tor storage of materials and equipment by Owner's conskuction forces. Coordinate location with Owner. 1.7 PRODUCT WARRANTIES A. Warranties specified in other Sections shall be in addition to, and run concurent wilh, other wananties required by the Contract Documents. Manufaclurer's disclaimers and limitations on product wananties do not relieve Contracior of obligalions under requiraments of the Contract Documents. 1. Manufacture/s Wananty: Writlen wananly fumished by individual manufacturer Jor a partic:ular product and specifically endorsed by manufacturer to Owner.2. Special Wananty: Written wananty required by lhe Confacl Documents to provide specific rights for Owner. B. Special Warranties: Prepare a written document thal contains appropriate (erms and identification. ready fol executlon. 1. Manufacturer's Standard Form: Modified to include Proiect-specifc information and properly executed.2. Specified Form: When specified fomrs are included with the Specmcations, prepare a writlen document using indicated form properly executed.3. See other Sections for specific content requirements and particular requirements for submitting special wananties. C. Submittal Time: Comply with requiremenis in Section 017700 "Closeout Procedures.' PRODUCT REOUIREMENTS 016000 - 2 Oak Brook Golf Club Palio Renovation / Proiect No. 2018-027 PART 2. PRODUCTS 2.1 PRODUCT SELECTION PROCEDURES A. General Product Requirements: Provide producB that comply with the Contract Doc,uments, are undamaged and, unless otherwise indicated, are new at time of installation. 1. Provide products complBte with accessories, trim, finish, fasteners, End sther items needed for a complete installation and indicated us€ and effect, 2- Standard Produc{s: lf available, and unless custom pmducts or nonstandard options are specified, provide standard products of types that have been produced and used successfully in similar sifuations on other proiects. 3. Orryner reserves the right to limit selection to products with wananties not ln conflict with requirements of he Contracl Documents.4. Where pmducts arc accompanied by lhe term 'as selected,'Architect will make seleclion.5. Descriptive, performance, and reference standard requirements in the Specifications establish salient characterislics of products. 6. Or Equal: For products speclfied by name and accompanied by the term "or equal," or 'br approved equal,'or'or approved,n comply with requirements in "Comparable Products'Article to . obtain approval for use of an unnamed producl. B. Product Selection Procedures: 1. Product Where Specifications name a single manufacturer and product, provide the named product lhat complies with requirements. Comparable products or substituiions for Contractor's convenlence will not be considered.2. Manufacturer/Source: Where Specifications name a single manufaclurer or Bource, provide a product by the named manufacturer or source trat complies with requirements. Comparable products or substitutions for Conbactor's convenience will not be considered.3. Products: a. Reskicted List Where Specifications include a list of names of both manufucturers and products, provide one of the products li6t€d that complles with requirements. Comparable produsts or substitutions for Contractot's 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 'Comparable Products" Article for consideration of an unnamed product. 4. Manufacturers: a. Restricted List Where Specifications include a list of manufacturers' names, provide a product by one of ihe manufacturers listed that complies with requirements. Comparable products or substitutions for Contractot's canvenience will not be considered.b. Nonrestricied List Where Specifications include a list of available manufacturers, provide a product by one of the manufacturerc listed, or a product by an unnamed manufac{urer, that complies with requirements. Comply with requirements in "Comparable Products" Article for consideration of an unnamed manufacturer's product. 5. Basis-of-Design Product Where Specifications name a product, or refer to a product indicated on Drawings, and include a list of manufacturers, provide the specified or indicated produot or a comparable product by one of the other named manufacturers. Drawings and Specifications indicate sizes, profiles, dimensions, and other characteristics that are based on the product named. Comply with requirements in 'Comparable Products' Article for consideration of an unnamed product by one of the other named manufacturers, C. Visual Matching Specification: Where Specifications require "match Archilecl's sample', provide a Product that complies with requirements and malches Architect's sample. Architect's decision will be final on whether a proposed producl matches. 1. lf no product available within specified category matches and complies with other specified requirements, comply with requirements in Section 012500 'Subslitution Procedures'for proposal of product. PRODUCT REQUIREMENTS 016000 - 3 Oak Brcok Golf Glub Patio Renovation / Project No. 2018-027 D. Visual Selection Specification: Where Specifications lnclude the phrase'as selected by Architec-t from manufactureCs full range" or similar phrase, select I producl that complies with requirements. Archilect will select color, gloss, pattem, density, or texture from manufac-turels product line trat includes both standard and premium ltems. 2.2 COMPAMBLE PRODUCTS A. Conditions for Consideration: Architeot will consider Contracto/s request for companable product wtren the following conditions are satisfied. lf tre followlng conditions are not satislied, Architect may retum requests without action, except to record noncomplianceutth these requiremenb: 1. Evidenoe that the proposed product does not require reMsions lo the Contract Documents, hat it is consistent wth he Contract Documents and will produce the indicated results, and that lt ls compatible witr other portions of the Work.2. Detailed cnmparison of significant qualities of proposed product wifrr those named in he Specifications. Significant qualities inolude attributes such as performance, vlelght, size, durability, visudl effect, and specific features and reguirements indicatEd.3. Evidence that proposed product provides speclfied warranty.4. List of similar installations for completed projects with project names and addresses and names and addresses of architects and owners. lf requested.5. Samples, if requested. PART 3 - EXECUTION (Not Used) END OF SECTION PRODUCT REQU!REMttNTS 016000‐4 Oak Brook Golf Club Pa薔 o Renovation′PΠ tted No.2018・ 027 SECT10N 017300 EXECU■ON PART l‐GENERAL l.l RELATED DOCUMENTS A. D=熱n9s and general pro●siOns ofthe Contmct,induding Geneml and supplementary Condttons and 山er Dttbn 01 SPttcatton Sections,appけ tO lhiS Stton l.2 SUMMARY A Stton lncludes general admlnistratve and procedural requirements goveming execu」on ofthe WOrk includin9,but not Hmttd to,the fo∥owlng: 1. Consinldon layout 2 Fleld engineedng and surveylng 3 1nsta∥ation ofthe Work 4. Cuttng and patching 5. Coordinalo■Of Ownettnstalled products 6. Progress deaning 7 Sta面 ng and attus∥ng. 8 Prolection of inSt●∥ed●onstrucuon. B Related Requirements: 1. Setton 011000・ Summaげ for∥mtS On use of PⅢectSite. 2 Secton 017700'Closeout Procedures・ for submttn9 1nal property survey wlh ProleCt Record Documents, recording Of Owner‐●ccepted deMatlons from hdicated lines and:eveis,and inal deaning l.3 DEFINIT:ONS A Cuttngi Rernoval ofin‐p:●ce constructon necessary to peml insta∥aton or perfonη ance ofoherwork B Patching: Fiting and repair work required to restore constuction to onginal oond∥ions afte,insta∥atlon of other wolk l.4 1NFORMAT10NAL SUBM:TTALS A Qualiflcation Data: For professionel engineer B cenmcatesi Submm cenncate signed by professional engineer cert■ng thati●calon and elevaton of improvements comply哺 th requlrements C Landl∥Receipts: Submt copy of receipts issued by a landl∥fad∥ty,∥∞nsed to accept ha2ardOuS mateHals,for hazardous waste disposal. PART 2‐PRODUCTS 21 MATER;ALS A Cenerali Comply with requirements specined in Other Sections B ln Place Malerlals: Use materlals for patching identlcal to in‐place mateHals For exposed suFaces, use matenals that usua∥y match in place adlacent suraces tO the funest extent possible l if identical mate∥als are unavailable or cannot be used,use materlals that,when insta∥ed,wl∥ pr●vide a match acceplable to Architect for the Msual and functiOnal perforrnance of in‐piaoe matenals EXECUT10N 017300‐1 Oak Brook Gof Club Patio Reno\€tion / ProJect No. 20'18-027 PART 3 - EXECUTION 3.1 EXAMINATION A. Existjng Conditions: The existence and location of underground and olh€r ulilllies and corlstruclion indicated es existing are not guarantBed. BeforB b€ginning sltewotk, lnvestigats and vsrify the existence and locatlon of underground utilities, meohanical and electdcal s),slems, and other construction affectlng the Work. 1. Before oonstruc{ion, verify hB locatlon and lnvert el€\alion al points of connec{on of senitEry sewer, stom se\n€r, and weter-seMce plping; underground electrical seMi:es, and olher uiilities. 2. Fumish localion data for wo* related 1o Pro,ect that must be performed by publis ulillties s€rving Proisct stte. B. Examinatlon and Acceptance of Conditions: Before pmceeding Wth eech componont of the Work, examine substralBs, areas, and conditions, wlth lnstaller or Applicator pl€s3nt wh€r€ indicatod, for compliance with requlrements for installation tolerances and other conditions sffec,tlng performancB. Record observatlons . 1. Examine roughing-in for mechanical snd elecldcal systems to \€fify actual looetions of connections before equipment and lixture installauon.2. Examine wells, floors, and roofs lor sultable Glnditions wtlere products and systems are to be installed. 3. Verify compatibillty with and suitability of substrales, including comp,atibility with existing tinishes or primers. C. Written Reporl: Where a written report listing conditions d€timental io pedormance of the Wok is rsquhed by othgr Seclions, include the following: 1, Description of the Work.2. Ust of detrimental condltlons, lncluding substratBs. 3. List of unacceptable instsllation lolerances. 4. Reoommendedconections. D, Proceed with installation only after unsatisfactory conditions have been conected. Proceeding with the Work indicates acceptanc€ of surfaces and oonditionG. 3,2 PREPAMTION A, Existing Utility lnformalion: Fumish informaiion to local utility lhat is necessary to sdiust, move, or relocate existing utility structures, utility poles, lines, services, ot olher utility sppurtenances localed in or affected by construction. Coordinate with authorities hevlng jurisdiction. B. Fisld Measurements: Take field measurcmenls as required to lit the Work properly. Recheck m€asurements before installing each product. Where portions of the Work are indicated to lit to other conslruction, verify dimensions of other construction by field measurements be{ore fabrication. Coordinate fabrication schedule with construction progress io avoid delaying the Work. C. Space Requirements: Verify space requirements and dimensions of items shown diagrammatically on Drawings. D. Review ol Contract Documents and Field Conditions: lmmediatdy on discov€ry ol lhe need for clarificaiion of the Contract Documents caused by differing field conditions outside the control of Contractor, submit a request for information to Archltect according to requirements in Section 013100 "Proiecl Management and Goordination.' 3.3 CONSTRUCTION LAYOUT A. Verification: Before proceeding to lay out the Work, verity layout information shown on Drawings, in relation to the property survey and existing benchmad(s. lf discrepancies are discovered, notify Architect promptly. B, General: Engage a professional engineer to lay out ihe Work using accepted surveying practices. EXECUT10N 017300‐2 Osk Brook Golf Club Patio Reno\Etion / Project No .2018-027 1. Establish benchmErks and contaol points to set lin6s and levsls at each slory of construction and elsewhere as needed to locste 6act element of Project.2. Establish limits on use of Project sito.3. Eslablish dimensions within tolerances lndlcated. Do not scale Drewings to oblain required dimensions.4. lnform installers of lines and lewls to whlch they mu8t comply.5. Check lhe location, level and plumb, of every maror element ss the Work progresses. 6. Notity Architect Mlen deviations hom required llnes and levels exceed allowable tolerances.7. Close slte suneys wilh an enor of closure equal to or less than the standard established by authorities having Jurisdiction. C. Slts lmprovements: Locate and lay oul slle impro\6ments, including pavements, grading, fill and topsoil placement, utility slopes, and rim and inverl ele\€lions. D. Building Lines and Level6: Locata and lay out control llnes and levels for sfucturos, bulldlng foundallons, column grids, and floor levels, including those required for mechanical and electrical work. Trans{er survey markings and elevations for use with control lines and l6vels. Ler,6l founda0ons and piers ftom two or more locations. E. Record Log: Mainlain a log of layout confol work. Record devlations from required linBs and levels. lnclude beginning and ending dates and times of surveys, weather conditions, name and duly of each survey party member, and types of insfuments and tapes used. Make the log available for reference by Archilect. 3.4 FIELD ENGINEERING A. ldentification: Owner will identify exlsting benchmarkg, conbol points, and property comers. B. Reference Poinls: Locats existing permanent benchmatks, control points, end similar refier€nce poinls before beginnlng the Wo*. Preserus and prot€ct permanent benchmarks and @ntrol points during consfuction opBrallons. 1. Do not change or relocate exisling benchmarks or conlrol points without prior writien appro\ral of Architect. Report lost or destro!€d permanehl benchmarks or conlrol polnts promptly. Report the need to relocale permanenl benctmar*s or control points to Architect before proceeding.2. Replace lost or destroyed permanent benchmarks Bnd control points promptly. Base replacements on the original survey control points. C. Benchmerks: Establish and maintain a minimum of lwo permanent benchmarks on Project site, refsrenced to daia established by survey control points. Comply with authorities having jurisdiction for type and size of benchmark. 1. Record benchmark locations, wilh horizonial and verticaldata, on Project Record Documents.2. Where the actual location or elevation ot layoul points cannot be marked, provide temporary reference points sufflcient to locate the Work.3. Remove temporary reference points when no longer needed. Restore marked construction to its original condition. D. Certified Survey: On completion of foundstion walls, maior site improvements, and other wo* requiring field-enginrring seNices, prepBre a certitied survey showing dimensions, locations, angles, and elevations of construction and sltework. E. Final Property Survey: Engage a professional engineet to prepare a final property survey showing slgnificant features (real property) for Project. lnclude on the survey a certification, signed by professional engineer, lhat principal metes, bounds, lines, and levels of Project are accurately positioned as shown on the survey. 1. Show boundary lines, monuments, streets, site improvements and utilities, existing improvements and significani vegelation, adjoining properties, acreagei grade contours, and the distance and bearing from a sile comer lo a lsgal polnt.2. Recording: At Substantial Completion, have lhe final property survey recorded by or with authorities having jurisdiction as the official 'property survey.'' EXECUT10N 017300‐3 Oak Brook Golf Club Patio Renovaiion / ProJect No. 201&027 3.5 INSTALLATION A, General: Locate the Work and components of the Work accurately, ln conect alignment and elevatlon, as indicated. 1. Make vertical work plumb and make horizontal work level.2. Where spaoe is limited, install components to maximize space available for rnaintenance and ease of removalfor replacement. 3. Conceal pipes, ducts, and wiring in finished areas unless otherwise indicated. B. Compty with manufacturer's written instruc{ions and recommendations for iastalling products ln applications lndicated. C. lnstall products at the time and under condilions that vtrill ensure the best possible results. Maintain conditlons requlred for pmduct performance until Substantial Completion. D. Conduct construction operations so no part of the Work is subjected lo damaging operations or loading in excess of that expected during normal conditions of occupancy. E. Sequence the Work and allow adequate clearances to accommodate movement of construction items on site and plaement in permanent looations. 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 made for locating and installing products to comply with indicated requirements. H. Attachment Provide blocking and attachment plates and anchors and fasteners of adequate size and number to securely anshor each component in place, acourately located and allgned wlffr 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 uidth. Where joint locations in exposed wo* are not indicated, arange joints for ihe best visual effecl Fil exposed connections together to form hairline joints. J. Hazardous Materials: Use products, cleaners, and installation materials lhal are not considered hazardous. 3.6 CUTTING AND PATCHING A. Cutting and Patching, General: Employ skilled workers to perform cutting and patching. Proceed with cutting and patching at the earliest 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 lo restore surfaces to treir original condition, B. Existing Wanantiesl 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 wananties. C. Temporary Supporl Provide temporary support of work to be cut. D. Protection: Protect in-place conslruction during cutting and patching to prevent damags. Provide proteciion from adverse weather conditions for porlions of Project that might be exposed during cutting and patching operations. E, Existing Ulility Services and MechanicaUElectrical Systems: Where existing seMces/systems are required to be removed, relocated, or abandoned, bypass such services/systems before olting to prevent intemrption to occupied areas. F. Cutting: Cut in-place construction by sawing, drilling, breaking, chipping, grinding, and similar operations, including excavation, using methods least likety to damage elements retained or adjoining construction. lf possible, review proposed procedures with original lnstalleq comply with original lnstalle/s written recommendations. EXECUT10N 017300-4 Oak Brook Golf Club Patio Renovation / Project No. 2018-027 ln general, use hand or small power lools designed ior sawing and grinding, not hammering and chopping. Cut holes and slob neatly to mlnimum size required, and wih minlmum disturbance o, adjacenl surfeces. Temporarily co\€r openings when not in use. Flnished Surfaces: Cut or drill from thB exposed or finlshed side into concealed surfaces. Concrele and Masonry: Cui using a cutting mechine, such as an abrasive saw or a diamond-rrre drill. Excavaling and Backfilling: Comply with roquir€ment6 in applicable Sections Mlere requked by cutling and patching oPerations. Mechanical and Electrical SeMoes: Cut otf pipe or conduil in \,vslls or partitions to bs rBmoved. Cap, !6lve, or plug and seal remaining portion of pipe or conduit to prevenl ontrance of moislure or other {oreign matter atter cutting. Proceed with patcfiing alter consfuction operatione requiring cuitlng are complete. Patching: Patc*r construction by filling, rBpaidng, refinishlng, closlng up, and similar op€retions following perlormano€ ol other rrto*. Patch Wth durable seam8 thal are as lnvisible as practicable. Provide materisls and comply with lnstallation requlrements speclfled in other Sections, whero spplicEble. lnspecllon: Where feasiblo, iBSt and inspect patched areas afler completlon to demonstrate physical integrity of instellation. E)aosed Finishes: Reslore exposed linishes of patched area8 and extend flnish restoratlon into relained adroining construc,lion in a manner that will minimize evidenoe of patching and refinishing. Clean plping, conduit, and similar features before applying paint or other finishing materials.b. Restore damaged pipe covering !o ils original condition. 3. Floors and Wslls: Where lr'alls o, partitlons hat are r€movBd extBnd one finlshed ar€a lnlo another, p6lch and repair ioor and wall surfaces ln lh6 new Epace. Provide an ewn surface of unlform finish, color, lsxture, and appeaEne. Ramove inflace ffoor and well coverings and replaoo wlth ne.\ty materials, if necessary to actle\€ unlbrm color and appearanca. a. Where patching occurs in a painted surface, prepars substrat€ and apply primer and intermediate painl coat6 appropriate tor subshate over he patc+r, snd apply final palnt coat over en0re unbroken sudace containing the petch. Provide addltional coats until patch blends with adjacsnt surfacss. 4. Ceilings: Patch, repair, or rehang ln-place ceillngs as necessary to provlde an eveft.plane surface of uniform appearance.5. Exterior Building Enclosure: Patch components in a mann€r that restores enclosure to a wealhertighi condition and ensurgs tharmal and moisture integrity of building enclosure. Clesning: Clean areas and spaces lDterE cufting and p€tching are performed. Remove paint, morlar, oils, putty, and similar malerisls from adlacent finished surlaces, OWNER-INSTALLED PRODUCTS Site Access: Provide access to Project site for Owner's construction personnel. Coordination: Coordinate construction and operations of the Work with u6rk performed by Owne/s construction personnel. PROGRESS CLEANING General: Clean Project site and work areas daily, including common areas. Enforce requirements sbictly. Dispose ol msterials lawfully. 1. Compty with requirements in NFPA 241 tor removal of combustible wasle materials and debris.2. Do not hold waste materials more lhen seven days during normal weather or three days if the temperature is expecled lo rise above ilr' ar,ir r (27 deg C).3. Containedze hazardous and unsanilary wasle materlals separately Irom oiher waste. Mark conlainers appropriately and dispose of legally, according to regulations. a. Use containers intended for holding waste materials of type to be stored. EXECUTION 017300 - 5 1. 6.GH37 38A Oak Brook Goif Club Palo Renovat:on′ProieCt No,20180027 E. F. C, H. :. J. 4. Coordinate progress cleaning {or joint-use areas where Contractor and other contractors are working concurrently. Sile: Maintain Pro,iecl site free of raaste materials and debris. Work Areas: Clean areas wfiere work is ln progress to lhe level of cleanliness necessary for proper execution of the Work. 1. Remove liquid spllls promptly. 2. Where dust uould impair prcper exec,utlon of the Woft, broomdean or vacuum the eniire work area, as appropriate. lnstalled Wor*: Keep installed work clean. Clean installed surfaces according to wriften instructions of manufacturer or fabricator of product lnstalled, using only cleaning materials specifically recommended. lf specific cleaning materials are ngt recommended, use cleaning matefials that are not haardous to heafth or property and that will not damage exposed surfaces. Concealed Spaces: Remove debris from concealed spaces before enclosing the space. Exposed Surfaces in Finished Areas: Clean exposed surfaces and protect as neoessary lo ensure freedom ftom damage and deterioration at time of Substantial Completion, Waste Disposal: Do not bury or bum waste materials on-site. Do not wash waste materials down sewers or inlo waleruays. Comply wtttr waste disposal requirements in Section 015000 Temporary Facilities and Controls." Section 017419 "Construction Waste Management and Disposal.' During handllng and lnstsllation, clean and protect construction in progress and adjoining materials already in place. Apply protective covering where required to ensure protection from damage or deterioration at Substantial Gomplelion, Clean and provide maintenance on compteted construction as frequently as necressary through the remainder of the constnrction period. Adjust and lubricate operable c'omponents to ensure operability without damaging effects. Limiling Exposures: Supervise construction operalions to assure that no part of the constuction, completed or in prcgress, is subject to harmful, dangerous, damaging, or otheruise delelerious exposure during the construction period. STARTING AND ADJUSTING Coordinate startup and adjusting of equipment and operating components with requirements in Section 0191 13 "General Commissioning Requirements.' Start equipment and operating componenls to confirm proper operation. Remove malfunctioning units, replace wilh new units, and retest. Adjust equipment for proper operation. Adjust operating cornponents for proper operation without binding. Test each piece of equipment to verify proper operation. Test and adJusl controls and safeties. Replace damaged and malfunctioning controls and equipment. Manufacturer's Field SeMce: Comply with qualification requirements in Section 014000 ''Quality Requirements." PROTECTION OF INSTALLED CONSTRUCTION Provide final protection and maintain conditions that ensure inslalled Work is wiihout damage or deterioration at time of Substantial Completion. Comply with manufacturer's written instructions for temperature and relative humidity. E. 3.10 A. B. END OF SECT10N EXECUT10N 017300‐63.9 C. D. Oak Brook Golf Club Patlo Renovalon′ProieCt NO.2018‐027 SEmON 017700 CLOSEOuT PRocEDURES PART l,GENERAL 4.l RELATED 000UMENTS A. Drawings and general provisions ofthe Contract including cenera:and supplementtry Conditions and other Divisbn 01 Specittcalon Seclionst applytO his stton. 1.2 SUMMARY A. Stton includes administralve and prOcedural requittments lor con■ct C:oseout indudingi but not ∥mited tol the folbwing: 1, Substanl●:Compl。10n procedures. 2. Final completion procedures. 3. Waranlies.4. 日nal deaning, 5. Repa計 ofthe Work. B. Reiated Requirements: 1. Secuon 017300"Execulion・ for progress deaning of Prolect Site. 2. SecJon 017823 ・ Operation and Maintenance Data" for operation and maintenance manual requirements. 3 SectiO1 017839 ・Proiect Re∞Fd Do●umenピ for submi樹 19 腱∞rd Orawhgs, re∞rd specncatiOns,and re∞rd ProluCt Data. 4. Section 017900・ Demonst日 督on and Training"forrequirements fbrinsmcling Ownrs personnei. 1,3 ACT10N SUBM:TTALS A. Product Data:For cleaning agents. B. Contractors List of lncomp:ete ltems:ini∥81 Sub市 :ual at substanfai Compie∥on. C, Certined List of incomplete:tems:Final submittal at Final Comp:etion. 1.4 CLOSEOUT SUBMITTALS A. Certincates Of Reiease:F「om autho∥薔es having iulSdiCtion. B, Certincate Of insurance:For contnuing coverage. C, Fleld RepOrt:For pest contro!inspection. 1.5 MAINTENANCE MATERIAL SUBMITTALS A. Schedu:e of Maintenance Material ltemsI Fo「▼naintenance material submittal items specifled in other sections. 1.6 SUBSTAN丁 IAL COMPLET10N PROCEDURES A. Contractors List of lncompiete ltemsi Prepare and sub,l a lst of lems to be∞mpleted and corrected (COntractors punch iisl),indl●alng the value of each item on the∥st and reasons why the Work is incomplete. B, Submittals PJor to Substanla!Comple∥on:complete the rOmOwing a minimum of lo days p∥or to requeslng inspection for determining date oF SubStan∥al Compl●,on.List itemS below that are incomp!ete at time ofrequest. 1_ Certttcates of Release:Obtain and subml releases from authontes having juttsdiction perTRitting cヽ Mner unrestricted use of the VVoま and access to se口 面ces and uti∥ties. Inc!ude occupancy perFnitS,operating certincatesl and sim∥ar releases. CLOSEOUT PROCEDURES 017700-1 o●k Brook Goif Club Patio Renovation′PrOlect No.2013‐027 2. Submit closeout submittals specifled in other Division 01 Sections, inc:uding proiect reCOrd documents, operation and maintenance manualsi inal completion constnJ●lon phOtographic documentalon,damage or sedement surveys. prOperw surveys,and sim“ar ttnal re∞rd inforTnation, 3. Subnlit closeout submi∥als sp鰤 ed in individ●|I SecliOns, including ,pecttc waranties,workmanship bonds, maintenance servlce agreements, lnal ce蘭 lca∥ons, ahd sim∥ar documents. 4. Submit maintenance material submttbls specmed ln individual seclons,induding too!s,spare parts,extra materials,and similar items・ and deliver to locatton designated by Architect.Label wlth manufacturers name and modei number where appllcable. ao Schedule of Maintenance Material items:Prep● "and submn schedule of m口 intenance matenal submittalitems,induding name and quanlty Of each item and name and number of related Speciflca∥on Section.Obtain Architeば s signature for recelpt of submittals. 5。 Submn tesυ adiustrba:ance re∞rds. 6. Suわ mit sustainab!e design submittals required in sectlon 018113.13 ・ Sustainable Design Requirements‐LEED for New Constmction and MaiOr Renovations,:Section 018113.16 "Sustainable DeSign Requirements ‐ LEED for C●mmercia: lntenors,・ section 013113.19 "sustal"ab:e ‐DeSign Requirements ‐ LEED for Core and Shell Deve10p●enttu and Seclion o18113.23"Sustainable Design Requirements―LEED for Schoois"and in individual Sections, 7. Submit changeoverinfornation re!ated to Owner's occupancy:use=operation,and maintenance. C. Procedures Prior to Substantal cOmplelon:cOmplete the●∥owing a minimum of lo lays p∥or to requesung inspection for determining date Of substantial compietton. Listれ ems be10w that are incomplete at tme oFrequest. 1. AdviSe Owner of pending insurance changeoverreq口 irements. 2. Make nnal changeover of permanenilo●ks and deliver keys to Owner,Advise Owner、persOnnel of changeoverin secu籠 ty provisions. 3. Complete starhlp and testing of systemS and equipment, 4, PerbrFn preVen∥ve mヨ ntenance On equipment used,∥ortO Substanla1 0om口 e10n. 5。 inStruct Owners persOnnel ln operat10n,adiuStment,and maintenance Of products,equipment, and systemso Submit demonstration and training videO recordings specined in section 017900 "Demonstration and Training." 6. Aduse Owner of changeoverin heat and Other utililiesi 7. Participate with Owner in conducting inspection and 順 !kthrou9h With local ●mergency re,ponders. 8. Terminatё and remove temporary fac∥ilies from ProieCt SIe,along"ith mockups,constttclion toolst and sirn∥ar elements. 9. Complete lnal cleaning requirements,includlng touchup painting. 10. Touch up and otherwise repair and restore marred exposed lnishes tO elim:nate visual defects. D, lnspecloni Subm∥a Ⅲtten request for inspection to deterrnine Substanlol comple∥on a minimum of 10 days p10rtO date the work wi∥be∞mpt"d and ready for lnd hspё o∥on and tests,On recdpt of request,Archnect will ether proceed with inspection or nolfy Contractor of unfu111ied requirements. Archnect輛 ∥prepare the Cettincate Of Substanlal cOmpletbn afterlnspecJon or哺 ∥notify Contractor of items,either on Contractorヽ list or addilional items identifed by Architect,that must be completed or corected before certincate wl∥be issued, 1. Rein,pectiOn: Request reinspection when the VVork identined in previous inspections as incOmpiete is completed or∞rected. 2. Results of oompleted:nspeclon wilifom the basis of requirements for inal compleuon. 17 FINAL COMPLET10N PROCEDURES A. Submittais PriOr to Final Completion:Before requesting finalinspection for determining nnai complelion= oomplё te the fOllowingi l. Submn a nhal App∥ca10n for Payment accOrdlng to Seclon o12900"Payment Procedures." CLOSEOUT PROCEDURES 017700-2 Oak Brook Goif Club Patio Renovationノ ProieCt N。.2018…027 2. Cettied List of:ncomplete ltemsi Subml certlned cOpy Of Architectis Substan∥al Comple∥on inspec10n∥st Ofitems to be completed oF corrected(punch list)l endorsed and dated by Architect. Cerlittd copy of he∥st shJi state that each item has been cOm口 eted Or Otherwise resdved for acoeptance. 3. Certi,cate of hsurance:Subml evidence of lnal,conlnuing insurance∞verage complying wlh insurance reqり irements. 4, Slbm“pest‐COntro1 lnalinspeclon report. B. inspection:submt a tttten requestforlna:inspec∥on to detemine aoptance a minimum of10 days plorto date he work w∥be∞mpleted and realy fOr lnal inspeclion and testS.On receipt of request: Architect●1l elher proceed with inspection or no町 Contractor of unfu:1:led requlrementso Architect wi∥ prepare a nhal cettcate for PawnOnt after hspe引 on or■∥noufy Contractor of∞nsmction that must be compllted Or corrected before c酬 lcate v宙 ∥be issued, 1. Reinspec,on: Request reinspeCtion when the Work identined in previoul inspections as incomplete is completed or corrected. 1.8 LIST OFINCOMPLETE ITEMS(PUNCH LIST) A. Organization of List:nclude name and iden10ca∥on of each space ano area affected by∞nstttclon ope腱 ∥ons forincomplete items and items needing oorreclion inCluding,ifnecessary:areas disturbed by COntraotor that are outside the∥mits of oonstruction・ 1. Organlze list of spaces in sequential order.2. Organize items applying to each space by maJor element, including categories for ceiling, individual uaalls, floors, equipment, and building syslems.3. lnclude the following information at the top of each page: PrOieCt nam●.Date, Name of Architect Name or contracto「.Page numler. 4. Submit llst of incomplete itemt in the following format: a. MS Excel electronic file. Architect will retum 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 oI Submittal: Submit writlen wananties on request of Architect for designated poriions of the Work where commencement of wananties other than date of Substantial Completion is indicated, or when delay in submittal of warranties might limlt Owner's righls underwananty. B. Partial Occupancy: Submit properly executed wananties vvithin 15 days of completion of designated portions of the Work that are completed and occupied or used by Owner during construction period by separate agreement with Contractor. C. Organize warranty documents into an orderly sequence based on the table of contents of Project Manual. 1. Bind warranties and bonds in heavy-duty, three-ring, vinyl-covered, loose-leaf binders, thickness as necessary to accommodate contents, and sized to receive 8-1/2-by'11-inch paper.2. Provide heavy paper dividers with plastic-covered tabs for each separate wananty. Mark tab to identify the product or installation. Provide a typed description of the product or installation, including the name of the product and the name, address, and lelephone number of lnstaller.3. ldentify each binder on the hont and spine with the typed or printed title 'WARRANTIES,' Project name, and name of Contractor.4. Wananty Electronic File: Scan warranties and bonds and assemble complete wanang and bond submittal package into a single indexed electronic PDF file with links enabling navigation to each item, Provide bookmarked table of contents at beginning of document. CLOSEOUT PROCEDURES 017700-3 Oak Brook Golf Club Patio Renotration / Project No. 2018-O27 D. Provide additionalcopies of each wananty to include in operation and maintenance manuals. PART 2 . PRODUCTS 2,1 MATERIALS A. Cfeaning Agents: Use cleaning materials and agents recommended by manufacturer or fabricator of the surface to be cleaned. Do not use cleaning agents that are potentlally hazardous to health or property or that might damage finished suriaces. 1. Use deaning products that comply with Green Seal's GS€7, or if GS-37 is not applicable, use products that comply wittr the Califomia Code of Regulations maximum allowable VOC levets. PART 3. EXECUTION 3.1 FINAL CLEANING A. General: Perform flnal cleaning. Conduct deaning and waste-removal operations to comply with local laws and ordinances and Federaland local environmentaland antipollution regulations. B. Cleaning: Employ experienced workers or professional cleaners for final cleaning. Clean each surface or unit to oondition expected in an average commercial building cleaning and maintenance progrem, Com ply with m anufactu rer's writlen instructions. 1. Complete the following cleaning operations before requesting inspection for certification of Substantial Completion for entire Project or for a designated porlion of Project: a, Clean Proiecl site, yard, end grounds, in areas disturbed by construction activities, including landscape development areas, of rubbish, waste material, lifler, and other foreign substances.b. Sweep paved arcas broom clean. Remove petrochemical spills, stains, and other foreign deposits. Rake grounds thal are neither planted nor paved to a smooth, even-textured surface. Remove tools, construction equipment, machinery, and surplus materialfrom Project site. Remove snow and ice to provide safe access to building. Clean exposed exterior and interior hard-surfaced finishes to a dirt-free condition, free of stains, films, and similar foreign substances. Avoid disturbing natural rrtreathering of exterior surfaces. Reslore reflective surfaces to their original condition. Remove debris and surfuce dust from limited access spaces, including roofs, plenums, shafts, trenches, equipment vaulls, manholes, attics, and similar spaces. Sweep concreie floors broom clean in unoccupied spaces. Vacuum carpet and similar soft surfaces, removing debris and excess nap; clean according to manufactureCs recommendations if visible soil or strains remain. Clean transparent materials, including minors and glass in doors and windows, Remove glazing compounds and other noticeable, vision-obscuring materials. Polish minors and glass, taking care nol lo scratch surfaces. k. Remove labels that are not permanent. l. Wipe surfaces of mechanical and electrical equipment and similar equipment. Remove excess lubrication, paint and morlar droppings, and other foreign substances,m. Clean plurnbing fixtures to a sanilary condition, free of stains, including stains resulting from waler exposure.n, Replace disposable air filters and clean permanenl air filters. Clean exposed surfaces of diffusers, registers, and grills. o. Clean ducts, blowers, and coils if units were operated without filters during construction or that display contamination with particulate matter on inspection. 1) Clean HVAC system in compliance with NADCA Standard 1992{1. Provide written report on completion of cleaning, p. Clean light fixlures, lamps, globes, and reflectors to function with full efficiency.q. Leave Project clean and ready for occupancy. CLOSEOuT PROCEDURES 017700‐4 Oak Brook Go「Club Palo Renovationノ ProieCt No.2018‐027 C. Pest ControlI Comply with pest control requlrements in Section 015000 Temporary Faci∥ties and Controls."Prepare written report. D. Construdion Waste Disposal:Comply」th waste disposa:requirements in sedion o15000 Temporary Fac∥iles and ContrOls." 3.2 REPAIR OF THE WORK A. oomplete repal and restOra∥on operations before requeslng inspection for deteminaJOn ofsubstanual CompleJon. B. Repair or remove and replace defect"e∞n馴詰臨,Sも認樹'∬:出 1に だ Remove and repl●ce operattng●ompOnents t and pe口 nanent facilities used durlng constructk l, Remove and replace chippedi scratched( and broken glass, renective surfacesi and other damaged transparent matertals.2 鳳itょin穏 澤脚 風僣普!説 周据『￡:邸 :e‰:寧 認理i臓 ∬d SurFa“、Re口 a∞ ●. Do not paint over"UL"and other reqvired labels and identilcaliOnl including mechanica: and electrical namellates.Remove paint app∥ed to required:abeis and identilcation. 3. Replace parb subieCt tO Operating condiJons du∥ng●0●stttction that may impede operauon Or reduce bngeⅥty.4 覧鵠 鷲麗翼I腑 淑獄器札設脱路:棚 滝蹴 懲im::by END OF SECT:ON CLOSEOUT PROCEDURES 017700-5 Oak Brook Golf Club Palo Renova“onノ P“朝ectlNo.2018‐027 SECHON 017139 PROJECT RECORD DOCUMENTS PART l‐GENERAL l.l RELATED DOCUMENTS A. Drawings and general prOvisions of the Contract,lnduoing Ceneral and supp:ementary Condl∥onS and 昴 er Divis10■01 SpeclrlcaJon SecJons,applyto this Seclilon. 1.2 SUMMARY A. Seclion indudeS admm、lmtive and proceduralrequi"ments for proiect recOrd locuments,hdudino the folloM』19: 1. Record D"wings.2. Re∞rd Specl,cattons. 3. Record Product Data. 4. MiscellaneOus re∞rd submttals. B. Related Requirements: 1. SeCtion 011200'Mullple Contract Summ●『プfOr cOordinalng proiect record documents cove"ng the WOま ofmullple contracts. 2. Section o17300"Execu∥on'forlnal property survey. 3. Section 017700"CloSeout Procedures"for gene餞 :doseout procedures. 4. Sectl。1017823"Operalon and Maintenanoo Data"for opemtlon and maintenance manual requiremOn、.1,3 CLOSEOUT SuBMITTALS A・ Re∞rd Drawings:Comply wih the followingI l. Number of Copies:,ubm1 0ne,eく S)。f marked‐up re∞rd p"nts. 2. Number of Coples:Subml oopies of re∞rd Dra輛 ngs as fOllows: a. initial Submittal: 1) Subml one pape「oopy se〈3)Of marked_up re∞rd p∥nts. 2) SubmI PDF electronic ttles of scanned record p"nts and one of lle p∥nts. 3) Submit re∞rd digital data nles and one se〈s)or p10ts. 4) Architect wi∥hdicate whetter general scope of changesi addlonal hforrna∥on recorded,and qua:ity of dratting are acceptable. b. Final Submittal: 1) Submn three paper‐●opy set(s)。f marked‐up record pttnts. 2) Submtt PDF electront ttes of scanned record p百 nts and three se〈s)Of p∥ntS. 3) Print each drawing, whether or not changes and addm10nal inforrnation were re∞rded. c Final Submitta:: 1) Submit one paper―copy set(S)Of marked‐up record p∥nts. 2) Submtt record digital data nIos and three set(S)Of record di91al data ni,p10ts. 3) Plot each drawing nle,whether or not changes and addlilnai informa∥on were recorded. B. RecO「d Speciflcationsi Submit one paper copy of ProreCtiS Specilcalions. :ncluding addenda and contract rnodincations. C. Record Product Data:Submit one paper copy of each submitta:. 1. Where record Product Data are required as part of opera∥on and maintenance manuals,subm性 duplicate marked‐up product Data aS a component of manual. PROJECT RECORD 00CUMENTS 017839-1 Oak Brook Golf Oub Patio Renovation / Project No. 201&027 D. Miscellaneous Record Submittals: See other Specification Sections br miscellaneous record-keeping requirements and submitlals in connection witr various construction aclivities. Submit one paper copy of each submittal, E. Reports: Submit written report weekly indicating items incorporated into project recnrd documents concunent with progress of the Work, including revisions, concealed condltions, field changes, produc't selections, and other notations lncorporated. PART2 - PRODUGTS 2.1 RECORD DRAWINGS A. Record Pdnts: Maintain one set of marked-up paper copies of lhe Contract Drawings and Shop Drawings, incorporating new and revised drawings Es modificatlons are issued. 1. Preparration: Malk record prints to show the actual installation wtrere installation varies from trat shown originally. Require individual or entity wtro obtained record data, whether individual or entity is lnstaller, subcontractor, or similar entity, to provide informatlon for preparaffon of conesponding markedop record prints. a. Give particular attention to information on concealed elements thet wpuld be diffioult to identify or measure and recod later, b, Accurately record information in an acceptable drawing technique. c. Record data as soon as possible after obtaining it. d. Record and check he markup before enclosing concealed installalions. e. Cross-referenoe record pfints to conesponding archive photographic documentation. 2. Content Types of items requidng marking include, but are not limited to, he following: a. DimensionalchangesloDrawings.b. Revisions to details shown on Dnawings.c. Depths of foundations below first floor. d. Locations and depths of underground utiliUes.e. Revisions to routing of piping and conduits. f. Revisions to elestrical circui!ry.g. Actual equipment locations.h. Duct size and routing.i. Locations of concealed intemal utiliUes.j. Changes made by Ghange Order or Construction Change Directive. k. Changes made following Architects written 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. 3. Mark the Contract Drawings and Shop Drawtngs completely and accurately. Use personnel proficient at recordlng graphic information in production of marked-up record prints. 4, Mark record sets with erasable, red+olored pencil. Use other colors to distinguish between changes for different categories of the Work at same location. 5. Mark important additional information that was either shown schematically or omitted from original Drawings,6. Noie Construction Change Directive numbers, alternale numbers, Change Order numbers, and similar identification, where applicable. B. Record Digital Data Files: lmmediately before inspection for Certificate of Substantial Completion, review marked-up record prints with Architect. When authorized, prepare a full set of corrected digital data files of the Contract Drawings, as follows: 1. Format: Same digital data software prograrn, 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. PROJECT RECORD DOCUMENTS 017839 - 2 Oak Brook Gotf Club Patio Renovation / Project No. 2018{27 4. Refer instances of uncertainty to Architecl for esolution,5. Architect will fumish Contractor one sel of digttal data fles of the Contract Drawings for use in recording information. a. See Section 013300 "Submlttal Procedures'for requirements related to use of Architect's digltal data files.b, Aichitect will provide data file layer information. Record rnarkups ln separate layers. C. Newly Prepared Record Drawings: Prepare new Drawings instead of preparing record Drawings where Architect determines that neither the original Conhact Drawings nor Shop Dr:awings are suitable to show aclual installation. 1. New Drawings may be required when a Change Order is issued as a result of accepting an altemaE, substitution, or other modificalion.2. Consult Arshitect for proper scale and scope of detailing and hotations required to record the actual physical installation and its relation to other construction, lntegrate newly prepared record Drawings into record Drawing sets; comply with procedures for formatting, oqanilng, copylng, binding, and submitting. D. Format ldentify and date each record Drawing; include the designation ?ROJECT RECORD DRAWING" in a prominent location. 1. Record Prints: Organize record prints and newly prepared record Drawings into manageable sets. Bind each set with durable paper cover sheets. lnclude identificalion on cover sheets.2. Format Annotated PDF electronic file.3. Record Digital Data Files: Organize digital data information into separate electronic fites that conespond to each sheet of the Confact Drawings. Name each file wifr the sheet identification. lnclude identification ln each digital data file.4. Identification: As follows: P"ieCt name, Date. Deslgnalon・ PROJECT RECORD DRAWINOS." Name of Archtted. Name of Contractor. 2.2 RECORD SPECIFICATIONS A. Preparation: Mark Specifications to indipate the actual product installation wtrere installation varies from that indicated in Specifications, addenda, and contract modifications. 1. Give particular aftention to information on concealed products and installations that cannot be readily identified and recorded later.2. Mark copy with the proprietary name and model number of products, materials, and equipment fumished, including substitutions and product options selecled.3. Record the name of 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 maintenance manuals instead of submitted as record Product Data.5. Note related Change Orders, record Product Data, and record Drawings where applicable. 2,3 RECORD PRODUCT DATA A. Preparation: Mark Product Data to indicate the actual product installation wtrere installation varies substantially lrom 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.2. lnclude significant changes in the product delivered to Project site and changes in manufaclurer,s written instructions for installation.3. Note related Change Orders, record Specifications, and record Drawings where applicable. PRO」ECT RECORD DOCUMENTS 017839‐3 Oak Brook Gdf Club Patb Renovaton/ProJect No.2018‐027 2.4 MISCELLANEOuS RECORD SUBM!TTALS A. Assemue misce∥aneous re∞rds required by other Specittcalion Sections for mLce∥aneous re∞rd keeping and submittal in●onnection Wilh actual perForrnance of thO VVork. Bind or情 le misce∥aneous re∞rds and iden∥fy each,ready for conlnued use and reference. PART 3‐EXECUT10N 3.l RECORD:NG AND MA!N■NANCE A. Recording: Maintain one copy of each subm租 コl dunng the construdiOn pedOd for prolect record document purposes. Post changes and revisions to proiect reCOrd documents as hey occutt do not wan unti end of ProiOct Bo Maintenance of Re∞rd Documents and Samplesi Store record documents and samples in the feld o前 ce apatt from the Contract Do●uments used for construction,Do not use prOiect reCOrd documents rOr cOnstru010n purposes,Mahtan re∞ "d∝ umenぉ h good order and h a deani dり ,bgbb oondition,protected fron deterioralon and loss, Provide access to proiect recOrd docuふ ents for Architecお reference du∥no nOmal working hOurs. END OF SECTiON PRO」ECtt RECORD DOCUMENTS 017839‐4 Oak Brook Golf Club Patio Renorntion / Project No. 2018-027 sEcTtoN 017900 DEMOTTISTRANON AND TRAINING PART 1 .GENEML 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Gontnact induding Genenal and Supplementary Conditions and otfer Divislon 01 Specification Sections, applyto this Section. 1,2 SUMMARY A. Sec,lion includes administrative and procedural requirements for instructing Ovtfier's personnel, including the following: 1. Demonstration of operation of systems, subsystems, and equipment' 2. Training ln opera0on and maintenance of syslems, subslctems, and equipment. 3. Demonsbation and training video recordlngs. B. Allowances: Fumish demonsfation and training insbuction time under the Demonstration and Training Allowance as specified in Section 012100'Allowances." C. Unit Pdce for lnstruction Tirne: Length of instruction time uill be measured by actual tlme spent performing demonstration and training in required location. No payment will be made for time spent issemblin-g educational materials, setting up, or cleaning up. See requirements in Section 012200'Unit Prices.' 1.3 INFORMATIONAL SUBMTTTALS A. lnstruction Program: Submit oufine of instruclional program for demonshation and trainirq, including a list of training-modules and a schedule of proposed dates, times, lengh of instruclion time, and instructors' nimes for each training module. lnclude leamlng objective and outline for each baining module. 1. lndicate proposed taining modules using manufacturer-produced demonsfation and training video reiordings for systems, equipment, and products in lieu of video recording of live instructional module. B. Attendance Record: For each faining module, submit list of participanls and length of instruction time. C. Evaluations: For each participant and for eac+l faining module, submit results and documentation of perf omnance-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, pmvide an applied label with the following information: a. Name of Project. b. Name and address of videographer.c, Name of Architecl d. Name of Construction Manager. e. Name of Contractor. f. Date of video recording. Z. Transcripl 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￢鳥へINING 017900‐1 1.6 Oak Brook Gor Club Patio Renoutionノ ProieCt No。2018●27 1.5 A. B, C. D。 3. Transcript: Prepared in PDF electronic format, lnclude a cover sheet with same label information as the conesponding video recording and a lable of contents with links to conesponding training componenb, lnclude name of Project and date of video recording on each page. 4. At complelion of kaining, submit complete haining manual(s) for Owne/s use. OUALITY ASSUMNCE Facilitator Oualifications: A firm or individual expefienced in training or educating maintenance personnel in a kaining program simllar in content and extent to that indicated for thb Project, and whose work has resulted in training or education with a record of successfnl leaming performance. lnstructor Qualifications: A factory-authorlzed seMce representative, complying nith requirements in Section 014000 "Quality Reguirements," experienoed in operation and maintenan@ procedures and training. Mdeographer Qualifications: A professional videographer who is experienced photographing demonstration and training evenis similar to those required. Preinstruciion Conference: Conduct conferenoe at Project site to comply with requirements ln Section 013100 "Project Management and Coordination." Review methods and pmcedures related to demonstration and training including, but not limited to, lhe following: 1. lnspect and discuss tocations and other facilities required for instruction. 2. Review and fnalize lnstruction schedule and verify avallability of educational materials, instructors'personnel, audiovisual equipment, and facilltles needed to avoid delays. 3. Review required content of instruction. 4. For instruction that must occur outside, review wealher and forecasted weather conditions and procedures to follow if conditions are unfavorable. COORDINATION Coordinate insfucfion schedule with Owne/s operations. A{ust schedule as required to minimize disrupting Owner's operations and io ensure availability of Owne/s personnel. Coordinate instructors, including providing notification of dates, times, length of inskuction time, and oourse content. Goordinate 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 INSTRUCTION PROGRAM Program Structure: Develop an instructlon program that includes individual training modules for each system 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 description of specific skills and knowledge that participant is expected to master. For each module, include instruction for the following as applicable to the s!,stem, equipment, or component: 1, Basis of System Design, Operational Requirements, and Criteria: lnclude the following: a. System, subsystem, and equipment desoriptions. b. Performance and design criteria if Contractor is delegated design responsibility. Operating standards. Regulatory requirements. Equipment function- Operating characteristics. Limiting condilions. Performanre curves. 2. Documentalion: Review the following items in detail: DEMONSTRAT:ON AND TRAIN:NG 017900‐2B. C. 2.1 Oak Brook Golf Club Patb RenoVaOon′P“可ect No″2018‐027 a, Emergency manua:s. b. Operalons manvals, c, Maintenance manuais, d` Pttectrecord documenお.e. ldenincatiOn systems. i VVattnlies and bonds. 9, Maintenance seMce agreementS and sim∥ar conunuing cOmmiments. EmettenCies::nolude the fol10面 ng,aS applicable: lnstustionS on meaning of wamlngs, tsouble indicatons, and enor messages. lnstuptions on stopping. Shutdown instructions for each type of emergency. Operating instructions for condiilons outslde of normal operating limits. Sequences for electdc or electronic systems. Special operating lnstructions and procedures' Operafions: lnclude the following, as applicable: a. Startup procedures. b. Equlpment or sptem breakin procedures. c. Routine and normaloperating instructions, d. Regulationandcontrolprocedures. e, Control sequences. l, Safety pmcedures. g. lnstruc-tlons on stoPPing. h. Normalshutdowninsftlctions.i. Oper:ating procedures for emergencies.j. Oier:ating procedures for system, subsystem, or equipment failure'-k. Siasonaiand vveekendoperating lnshtrctions. l. Required sequenoes for electtic or electonic sy€tems. m. Special operating instrudions qnd procedures. Adjustments: lnclude the following: a. Alignments.b. Checking adjustments. c. Noise and vibration adiustments. d. Economy and effic,iency adjustments. Troubleshooting: lnclude the following: a. Diagnostic instructions. b. Test and inspection procedures. Maintenance: lnclude the following: a. lnsPection Procedures.b. Tyies of cGaning agents to be used and. methods of cleaning' ;, Liit of cleaning igents and methods of cleaning delrimental to producl' d. Procedures for routine cleaning e. Procedures for preventive maintenance. f. Procedures for routine maintenance. S. lnstruction on use of speciallools. Repairs: lnclude the following: a. Diagnosis instructions. b. Repair instructions. ;- Disassembly; component removal, repair, and replacement; and reassembly instructions. d. lnstruclions for identifying parts and componenis' e. Review of spare parts needed for operation and maintenance' DEMONSTRAT10N AND TRAININo 017900‐34. 7. Oak Brook Golf Club Patio Renovation / Project No. 2018-027 PART3. EXECUTION 3.1 PREPARATION A. Assemble educational materials necessary for inshttclion, including documeniation and training module. Assemble trainlng modules into a baining manual organized ln coordination with requirements in Section 017823 'Operation and Maintenance Data.' B. Set up instructional equipment at instruction looation. 3.2 INSTRUCTION A. Facllitator: Engage a qualified facilitalor to prepare instructlon program and training modules, to coordinate instrucisrs, and to coordinate between Contractor and Owner for number of participants, instruction times, and location. B. Engage qualified instructors to instruct Owner'$ personnel to adjust, operate, and maintain s!,stsms, subsystems, and equipment not part of a system. 1. Architect will fumish an inslructor to descdbe basis of syttem design, operational requirements, criteria, and regulatory requirements. 2. Ourner witllumish an instructor to describe Owne/s operational philosophy. 3. Owner will fumish Conbactor with names and positions of parlicipants' C. Scheduling; provide lnstruction at mutually 3gre96 on times. For equiBment that requires seasonal operation,-provide similar instruction at start of each season' 1. Schedule tmining vtith owner, through Architect, with at least seven days' advance notice. D. Training Location and Reference MateriEl: Conduct training on-site. in the co-mpleted and fully oper:ati[nar facility using the actual equlpment in-place, Conduct faining using final operation and mainlenance data submitEls' E. Evaluation: At conclusion of each training module, assess and document each particlpanfs mastery of module by use of performancetased test. 3.3 DEMONSTMTION ANO TRAINING VIDEO RECORDINGS A. General: Engage a qualified commercial videographer to record demonshaiion and training video recordings. -R-ecord' each training module separately. lnclude classroom lnstructions and demonslrafions, board diagrams, and other visual aids, but not student practice' 1. At beginning of each training module, record each chart containing leaming objective and lesson outline. B. Video: provide minimum 640 x 480 video resolulion converted to, on electronic media. 1. Electronic Media: Read-only format compact disc acceptable to Owner, with commercial4rade graPhic label.Z. File Hierarchy: Organize folder structure and file locations according to project manual trable of contents. Provide complete screen-based menu' 3. F1e Names: Utilize fiie names based upon name of equipment generally described in video segment, as identified in Projecl specifications. 4. Contractor and lnstaller Coniact File: Using appropriate sofhrare, creale a file for inclusion on the Equipment Demonstration and Training DVD that describes the following for each Contractor invotvea 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 contact. e. E-mailaddress, C. Recording: Mount camera on tripod before sta$9 recording, unless .otherwise necessary to adequate-ly cover ar€a of demonstration and training. Display continuous running time. DEMONSTRATION AND TBAINING 017900 - 4 Gak Bmok Golf Club Pa{io Renolation / Project No.2018427 1 . Film training session(s) in segments not io exceed 15 hinutes. a. Produce segments to present a single significant piece of equipment per segment. b. Organize segments with mulfiple pieces of iquipment to follow order of Projecl Manual table of contents.c. Where a training session on a paiticular piece of equipment exceeds 15 minutes, stop filrning and pause faining session. Begin training session again upon oommencement of newfilming segment. D. Ught Levels: Verify light levets ara adequaie to properly light equipment. Vetify equipmenl ma*ings are clearly visible prior to recording. 1. Fumish addltionalportable lighting as required. E. Nanation: Describe scenes on Mdeo rccording by audio nanation by microphone wtrile video recording is recorded. lnclude dascdption of items being viewed' F. Transcrlpt Provide a transcript of the narration, Display images and running time captured from videotape opposite the conesponding nanation segment' G. preproduced Mdeo Recordings: Provide video recordings used as a component of training modules in same format as recordings of live baining' END OF SECTION DEMONSTRAT10N AND TRAINING‐ 017900‐5 Oak Brook Gor Club PaJo Renovalon′PrOiect No.2018-027 SECTiON 024119 SELECTIVE DEMOL「10N PART l‐GENERAL l.l RELATED DOCuMENTSA3鰍 淵躙鱚 3朧 憮飾山伽gい d md ttpement暉 ∽耐mtt md 31ctiOn. 1.2 SUMMARY A. Section includest l. Demo11lon and remova1 0f seleded portiOns of bu∥ding。「structure. 2. Demol爾 On and lemoval of selected site,lements. 3. Salvage of eXlSting items to be reused or recycled. Bo Related Requirementsi l. Seclion 011000 ・Summarプ for restrictions on use of the premises. Owner‐occupancy 2 釧。n滞 翻盤柵鞘辮格d patchng"cedu購.1.3 DEttNIT10NS A. Remove:Detach items from existing construclion and dispoSe of them ofF‐site un:ess indicated to be saivaged or reinstailed. B. RemoVe and SaiVage;Detach items from exislng construdion,in a manner to prevent damage,and deliverto Owner ready fO「reuse. α 騨 脱 濫1喘 ILR嚇 朧摺l服 ■:ズ 釧ng∞“mttmttn a mm画 ゎpttVett dam∞QI. D.認 識:dt謄 ∬糖g[:器 』∥駆胤ドms htt a"notわ be“moved and ha are nd othettse 巳 理ST鰐 離鷲露器鼈漱FT∥l謂 輩♂錦:∬ξl編 LT器 ぱ鵬墨1「肥IW『誕 salvaged or reinstalled. 1.4 MATER:ALS OWNERSHiP A, Uniess otherwise indicated:demo:ition WaSte becomes property of Contractor.3靱 歳騨儲 榊 鰐翻悧癬『ltttTtM棚 葛 )perty of Owner. SELECTIVE DEMOttT10N 024119-1|l1| 1_5 Oak Brook Golf Club Patio Renovation / ProJect No. 2018-027 1. Carefully salvage ln a manner to prevenl damage and promptly retum to Owner. PREINSTALI.ATION MEETINGS Predemolition Conference: Conduct conference at Project site. lnspeci and discuss condition of constructlon to be selec{ively demolished. Review structural load limitatisns of existing Ebucture. Review and finalize selec:tirre demolition schedule and veriU availability of materials, demolition personnel, equipment, and faoilities needed to make progrBss and 6void delap. Review requirements of work perfomed by other trades that rely on substates exposed by seleclive demolition operations, Review areas where exisUng Bonstruction is to remain and requires protection. IN FORMATIONAL SUBMITTALS Qualification Daa; For refrigerant recovery technician. Schedule of SelecUve Demolition Activities: lndicate the following: 1. Detailed sequence ol selective demolition and removal work, with starling and ending dates for each activity. Ensure Owneds on-site operations are Unintemrpted. lntemrption of utility seMces. lndicate how long utility services willbe intemtpled. Coordination forshutofi, capping, and continuation of utility services. Use of elevator and stairs. Coordination of Owner's continuing occupancy of portions of existing building and of Ottrnel's partial occupancy of completed Wott. predemolition Pholographs or Mdeo: Show existing conditions of adjoining construction, lncludlng finish surfaces, that mighi be misconstrued as damage caused by demolition operations. Comply with Seclion 0'13233 'Photographic Documentiation." Submit before Work begins. Statement of Refrigerant Recovery: Signed by refrigerant recowry technician responsible for recovering refrigerant, stating that all refrigerant that was present was recovered and hat recovery was performed according to EPA regulations, lnclude name and address of technician and date refrigerant was recovered. Wananties: Documentalion indicating that existing wananties are still in effect atter completion of selective demolition. CLOSEOUT SUBMIfiALS lnventory: Submit a list of items that have been removed and salvaged' OUALITY ASSUMNCE Refrigerant Recovery Technician Qualifications: Certified by an EPA-approved certification program. FIELD CONDITIONS Owner will occupy adjacent building. Conducl seleclive demolition so Owner's operations will not be disrupled. SELECTIVE DEMOLTTION 024119 -2 A。 1.6 C. 1.7 1.8 A. 1.9 Oak Brook Golf Ciub Palo Renova∥onノ PrOieCt No.2018‐027 1. Conditions eXistlng at time of inspectlon fOr bidding purpose willlbe maintained by Owner as far as praclical. C, NoliV Architect of discrepancies ben/een exbttng oondⅢOns and Drawings before proceeding with select:籠 dOmolition. D. Haardous Matedalsi∥is not expected that hazardous matenals輛 ∥be encounteredin he work. 1. Hazardous matedals晰 ∥be Fmoved by Owner before start ofthe Work, 2. r suspded ha2ardOus maゃ nat are encounteredl lo nOt dimrb:immedhtely noliFy Archim and OwnOL HaZardous materials幅 ∥be removed by Owner under a sepamte∞nmct. E. Storage or saie ofrem9ved items or mate∥als On・ site is not permitted. F.淵 路1緊 鳥理蹴鶴L:F器 職tShd“ted b ttmゴ nh"M“and Pded hem agJns damage l, Maintain lreaproteclionね cili∥es in service du∥ng se:ective demolition operalons. 1.lo WARRANTYA 闘潮灘脚蹴V器 潔蹄淵常駆離喘嘱:持 認ぶ樵亀服lξ rl認 咄:exに薔ng嘔 腱nties.NoliFy wamnbr befom pr。"edng。 a翠 躙 剛 鵬 l撃 臓 鵠 膳 謂 柵 拙 黒淵 :lFI器 慇 ぶ 譜9 1,11 000RDINAT10N A. Arange selective demolition schedule so as notto interFere wth C)wners operations. PART 2・ PRODuCTS 2.l PERFORMANCE REQUIREMENTS A. RegulatOry ReluttementSi Co,ply Ψth 90Veming EPA noll,ation re9ula10ns before beginning selective demolition.COmply面 th hauling and disposalreguiatiOns of autho∥ties haVingiuriSdiCtion, Bo Standards:Comply with ASSE A10.6 and NFPA 241. PART 3-EXECUTiON 3.l EXAMiNAT10N A, VeriFy that ullleS have been disconnected and capped before starting selective demol聞 on operalons. 8. RevieW ProieCt Record Documents of exiSlnO COnstruction or other exis,ng condliOn and hazardous materiailhforrnatiOn provided by`〕wner.OWner does not guarantee that existing condilons are same as those indicated in ProleCt Record Documents. SELECTIVE DEMOLlT10N‐ 024119‐3 A, 32 3.3 Oak Brook Golf Club Patio Renovation / Project No. 2018-027 C. Perform an engineering survey of condition of building to determine wlrether removing any element might result in structural deficiency or unplanned collapse of any portion of struc-ture or adjacent structures during selectlve build ing dem olition operations' 1. Perform surveys as the Work prcgresses to deiect hazards resulting from selec-tive demolition actlvlties, D. Steel Tendons: Locete tensioned steeltendons and include recommendations for de-tensioning. E. Veriff that hazardous materials have been remediated before proceeding with building demolition operations. F. Suryey of Existing Conditions: Record existing conditions by use of preconsfuction photographs or video. 1. Comply with requirements specified in Sec{ion 013233 "Photographic Documentation.. Z. lnvent6ry and r6corO the condition of items to be removed and salvaged. Provide photographs or video of conditions that might be misconshued as damage caused by salvage operations. PREPARATION Refrigerant Before starting demolition, remove rgfrlgelant from mechanical equipment according to 40 CFR 82 and regulations of authorities having iudsdictlon' UTILITY SERVICES AND MECHANICAUELEGTRICAL SYSTEMS Existlng Services/Splems to Remain: Maintain services/systeme indicated to remain and protect them against damage. Existing SeMces/Systems io Be Removed, Relocated, or Abandoned: Locate, identifo, disconnect, and seal oI cap off utillty services and mechanical/electrical systems serving areas to be selectively demolished.'t. Anange to shut ofi utilities with utility companies. Z. lf seriices/systems are required lo be rernoved, relocated, or abandoned, provide temporary servioesisysiems that bypass area of selective demolition and that maintain continuity of services/systems to o$ter parts of building'g. Disconndt, demolish, and remove fire-suppression slctems, plumbing, and HVAC s}stems, equipment, and components indicated on Drawings lo be removed' a. piping to Be Removed: Remove portion of piping indicated to be removed and cap or plug remaining piping with same or compatible piping material' b. piping td bi manOoned in Place: Drain piping and cap or plug piping with same or compatible piping materialand leave in place. c. Equipment io BsRemoved: Disconnect and cap services and remove equipment. d. Equipment to Be Removed and Reinstalled: Disconnect and cap services.and remove, clean, and store equipment; when appropriate, reinstall, reconnect, and make equipmeni operational.e. Equipment to Be Removed and Salvaged: Disconnec't and cap services and remove equiPment and deliver to Owner. f, DucG 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 Club Patio Renovation / Pmject No. 201&027 3.4 PROTECTION A. Temporary Protection: Provide temporary ban-icades and other protection required to prevent injury to people and damage to adjacent buildings and facillties to remain. 1. provide protection to ensure safe passage of people around selective demolition area and to and from ooupied poffons of building.Z. provide temporary ureather pmlection, during interval betrrreen selective demolition of existing construcson on €xterior surfaces and new construction, to prevent water leakage and damage to structure and interior areas.3. Protec,t umlls, ceilings, floors, and olher existlng finish work that are to remaln or that are exposed during selective demoliffon openations'4. Covei and protect fumiturc, fumishings, and egulpment that have not been removed. E. Comply witil requirements for temporary enclosures, dust control, heating, and cooling speciffed in Section 015000 "Temporary Facillties and Controls." B. Temporary Shoring: Design, provide, and maintain shoring, bracing, and structuralsupports as required to pr€.serve s6bili$ and prevenl moyement, setdement or collapse of construction and finishes to remain, and to prevent unexpec'ted or uncontrolled movement or collapse oI conSkuction being demolished. 1. Strengthen or add new supports wlren required during progress of selective demolition. C. Remorre temporary banicades and protections where hazards no longer exisl SELECTIVE DEMOLITION, GENERAL General: Demolish and remove existing oonstructon 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 systemalically, from higher to lower level, Complete selective demolition operations above each floor or tier before disturbing suPPorting memberc on the next lower level. 2. Nealy cut openings and holes plumb, square, and true to dimensions required. U.se cutting meth6ds least tikely lo damage construction to remain or adjoining construction. Use hand tools or small power toois designed for sawing or grinding, not hammering and chopping. Temporarily cover oPenings to remain' 3. Cut or itritt trom the exposed or finished side into concealed surfaoes to avoid maning existing finished surfaces. 4. Do not use cutting lorches until work area is eleared of flammable materials. At concealed spaces, such as duct and pipe interiors, verify condition and contents of hidden space before siarting flame-cutting operations. Maintain portable fire-suppression devices during flame-cutting operations,S. Maintain fire watch during and for at least 2 hours after flame-cutting operations. 6. Maintain adequate ventilation when using cutting torches- 7. Remove decayed, vermin-infested, or otherwise dangerous or unsuitable materials and promptly dispose of off-site. 8. 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 malerials promptly. S1e Access and Temporary Controls: Conduci selective demolition and debris-temoval operations to ensure minimum interferenie with roads, streets, walks, walkways, and other adjacent occupied and used facilities. . SELECTIVE DEMOLITION 0241 19 - 5 3.6 Oak Brook GolF Club Palo RenovatiOnノ ProieCt No.2018027 C. Removed and Salvaged ltemsi l. Clean salvaged items, 2, Pack Or crate lё ms after●leaningo identtt contents of oontainers. 3. StOre items in o secure area unul delivery t0 0Wner. 4. Transportilems t1 0wners stOrage area on・ site, 5, Protectitems"m damage duttng transport and Stottge, D. RemoVed and ReinSta∥ed items: 1. Clean and rep●rilems to functiond∞nd“on adequab forintended ttuse. 2. Pack or crate items after lleaning and repa:∥ngo ider哺 fy contents of oontainers. 3. Protectitems from damage dulng transpOrt and StOrage.4聯 鷲!牌 T調 鍬総鰍鵠認鰐襦iⅧ棚認:m誡 鯉:鶏 T鷲 翼どi謝 functional for uSe indicated.巳難臨躊品[糊 旧∫器翻苛撫堪静ユ覺1驚 酬耀l];:11灘1孵 指譜闘寵獄悧蹂 掠 鷺棚冒:Lir SELECTIVE DEMOLITION PROCEDURES FOR SPECIFIC MATERIALS Concrete: Demolish in sections. Cut concrete full depth at junotures with construction to remain and at regular intervals using powerdriven saw and then remove concrete between saw cuts. Masonryr Demolish in small sections. Cut masonry at junctures with construction to remaln, using powerdriven saw, and then remove masonry between 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 coverings and adhesive according to recommendations in RFCI's .Recommended Work Practic,es for the Removal of Resilient Floor Goverings.' Rooling: Remove no more existing roofing than wlrat can be covered in one day by new roofing and so that bul6ing interior remains watertignt and weathertight, See Section 075423 Thermoplastic Polyolifin (TPO) Roofing for new rooling requirements, 1. Remove existing roof membrane, ffashings, copings, and roof accessories. 2. Remove existing rooling syslem down to subslrale. DISPOSAL OF DEMOLISHED MATERIALS Remove demolition waste materials from Project site and dispose of them 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 prevent spillage on adjacent surfae,es and areas.3. Remove debris from elevated portions of building by chute, hoiat, or other device that wlll convey debris to grade level in a controlled descent. Burning; Do not bum demolished materials. 3.7 SELECTIVE DEMOLIT10N 024119‐6B. Oak Brook Gor Club P調 o RenovaJon′Proiect No.2018・ 027 3.8 CLEANING A. Clean adiaCent shctures and improvements of dust,di彙 ,and debds caused by sel日 ガve demolltion operaJons,Retum adiacent areas to condtton exillng befOre sel酬 ive demo∥∥on ope耐 ons began. END OF SECT10N SELECTIVE DEMOLIT10N 024119-7 Oak Brook Gdf Club Pa∥o Renovalon′Proiect No.2018o027 SECT:ON 033000 CAST・ lN・PLACE CONCRETE PAR丁 1‐GENERAL l.l RELATED DOCUMENTS A 3棚 1:isttg需 潔J留 淵:attn糧 鵡 1摺 鼎t熙 J and Sup口 emen愴 リ 1.2 SUMMARY A, SecuOn includes cast・ in‐place concrete,incllding fomwork,reinforcement,cOncrete matenais, m:xture design,placement pr●cedures,and lniShes. B. Related Requirements: 1. Seclon 035350'Cemen∥tious Stampabl●OVerlaゾ for overlay lnish on new and exislng "ncrete slab‐ onっ rade, 1.3 DEF:NIT10NS A. Cementi」ous Mate口 alsI Portland cement alone or in ∞mbinatlon with one o「more of the fo!!OWingi blended hydraulC cement,ly ash,slag cement,9ther poz20ianS,and Silica fume: mab∥ab sutteCttO com口 ianOe with requirements. B, W′C Ra薔 01 The ra∥o by weight ofwaterto cemenllous mate∥ais. 1,4 ACTiON SUBMiTTALS A. Product Data:For each typ●of product, L DesttLttI翼 嘩鳳 ∥霜Ъ欄 嚇d器 ∬:L:設 鼈∬観 l,Tme尾 棚剛燿:warant adiuStments. 1, lndlcate amounts of mixing waterto be wnhheld fOrlater addilon at Proiect Site, c. Steel Reinforcement Shop DrawingsI Placing DFaWings that deta∥fabHca∥on,bending,and :露 Лi質 器騨磁鮮:1駆 堤ii棚 :禍 h:謝 胤謂lir奪 臨『器 D, COnstruotion Joint LayOut :ndicate proposed constnJcJon iointS required to●onstruct the structure, 1. Loca10n of COnstucJon,oints is subieCt tO approval ofthe Archnect, CAST―lN‐PLACE CONCRETE 033000‐1 - Oak Brook Golf Club Palo Renovattonノ ProieCt No,2018o027 1.5 1NFORMAT:ONAL SUBMITTALS A. MateJa!Certirlcates:For each ofthe folk"∥ngl signed by manufacturers: 1, CemenllouS mateHals, 2` Admixtures. 3. Steel reinforcement and accessoFieS. 4。 日ber reinforcementt 5, Cunng compounds. 6. Floor and slab treatnents. 7. Bonding agents. 8. AdheSives= 9, Semi∥oidiOint lller. 10。 」Oint■|10「Strips. Bo Material Test Reportsi Forthe fo∥owing,from a qual:ned tesung agency: 1. Aogregates:include service record data indicating absence of deletedous expanslon of concrete due to a!kaii aggregate reactivlty. C. Field quality‐oontrol reports. 1.6 QUALtt AsSURANCE A. !nstaller Qu●∥lcations:A qlaltted insta∥er who Ompl●ys on Pttect perso,nel qualined as ACI‐ cetted Fiaヽ 〃ork Technician and Finisher and a supemso「喘 o is an ACi‐●ertined cOncrete Flamrk Technician. B, ManL■lCturer Qua∥ications:A lml expene,ced ln manuractu∥ng readyⅢⅢixed concrete products and that cOmp:ies v輌th ASTM C94/C94M req口 irements for produCtiOn fac∥iles and equipment. 1, Manuracturer cerliled according to NRMCA's"CenincattOn Of Ready Mixed Concrete Production Fac∥ities." C. Tesling Agency Qua∥lCati9nS: An independent agency,acceptab〕e to authorities having iuiSdiCttOnl qu111led according to ASTM C1077 and ASTM E329 fortestng indicated. 1. Personne! ∞nductin9 fleld tests sha∥ be qualified as ACi Concrete Field Testing TOchniCiani Crade l,according to ACi CP,l or an equivalent certiFlcation lprogram. 2. Personnel perforrning labo「atory tests sha∥ be AClcertined cOncrete Strength Testing Technidan and Concrete Laboratory TOsting Technician, Grade l・ Testing agency labOratOry supervisor sha∥be an ACi‐certtted ConOrete Laboratory Testtng Technician, Crade∥.1,7 DELIVERY,STORAGE,AND HANDL:NO A, Stee: Reinforcement: De:iver, store, and ha,die steel reinforcement to prevent bending and damage.Avoid damaging coatings on steel FeinfOrcement. CAST‐:N‐PLACE CONCRETE- 033000‐2 1.8 Oak Brook Go「Club Patio RenovaJon′P,呵 ●ct No.2018●27 FIELD CONDIT10NS Cdd・ Weather Piacement COmply Mlth AC1 306.l and as follows.Protect∞ncrete work from physical damage or reduced streng曽 l that could be caused by frost freezing actions, or iow temperatures, 1. When eVerage high and low temperatu"ls eXpected to fa∥below 40 deg F(4.4 deg c) for hree successive daysi malntain delvered cOncrete mixttre temperature輛 thin the temperature range requittd by AC:301(AC:301M). 2. Do not use frozen matenals Or matenals cOntaining i●oo「snow・ 00 nol place concrete on fr02en Subgrade or On subgrade containing frozen『nateFia:S. 3. Do not use calcium chloride, salt・ o「other matenals cOntaining antifree2e agents or chemical accelerators uniess otherwise specned and approved in mixture deSigns, Hot‐Weather Placement:comp:y WI枷 AC1 301(ACi 301M)and AC1 305.1(ACi 305.lM),and as follows: 1. Maintain concrete temperature below 90 deg F(32 de9 C)at lme Of placement,Chi∥ed mlxing,旧 ter or chopped ice may be used tO∞ntrOl temperature,provided water equiva:ent of ice is calcu:ated lo total amount Of mixino water.uling∥quid nitrOgen to ooo1 0onCrete is Contractors Op」on.2[::謂 ∬島i臨 :;悧 iξ ∥糀羅糧職簿麗,電 獣轟よ†濃 .“ nCda ttep PART 2‐PRODUCTS CONCRETE,GENERAL AC:Publica∥ons:Comply with the folbwlng unless modtted by requirements ln the Contract Documents: 1. AC:301(AC1 301 M). 2. ACil17(AC1117M). FORM‐FAC!NG MATER:ALS Smooth‐FomOd Fin:shed Concretel Forrn‐fading panels hat provide conlinuous, trul, and smooth concrete surFaces.Fumth h brgestprattcaЫ e dzes to mhimLe number ofidnお.1・ PIW´00d,metal,or other approved panel mate∥als, 2. Extelo『」grade plywood panels,suitable for cOncrete forms,complying v∥th DOC PSl, and as fo∥ows: a. Structura1 1,B‐8o「betteri mill oiled and edge sealed. b. 3,3(COncrete Fo「m),Class l or bё ner;m瀾 。iled and edge sealed. Rough‐Fomed Finished Concretel Plywood= lumber, metal, or another approved matena:. Provide lumber dressed on atleasttwo edges and One side fo「tight fit. Chamfer St"psi Wood・ metaL PVC,Or rubber strips,3r4by 3′4 inch(19 by19 mm),minimum. CAST‐IN‐PLACE CONCRETE 033000‐3A. 2.1 2.2 B. C. Oak Brook Golf Ctub Palo RenOVaJonノ Pr可 Oct No,2018‐027 Forrn‐Release Agenti Commercta∥y fomlulated forrn‐release agent thal does not bond with: stain,or adversely afFect concrete surfaoes and loeS not impatt subsequent treatments of concrete surFaces. 1. Forrnり late forrTl‐release aoent wih rustinhibitor for steelfom‐facing matelals. Fom Ties:FaCtOry‐fab百 “ tediremovabl●●『snap●fF‐giaSs■bererelnforoed plasl●or metal forrn les designed to resist loteri pressu"of fresh concrete on fOms and to prevent spa∥ing of ooncrete on remova:. 1. Fumish units hat leave no∞rodible metal doser than l inch 125 mm)to the plane of exposed 00nCrete surfac●.2. Fumish∥es that,when removed,leave holes no largerthan l inch(25 mm)in diameterin ooncrete surace. STttL RE:NFORCEMENT Reinforcing Bars:ASTM A615rA615M,Crade 60(Grade 420),defOrmed. 民:常 驚駅得:揚 7墳 :器 Ъ馘 、1撃 創5呟 Grade∞゛mde 42の ,defOmed ba鰺,oxy coated,lMth iess than 2 percent damaged ∞甜■9 h each 121nCh(300`mm)bar bngth. Plain‐steelWeidedewire Reinforcement ASTM A1064rA1064MI piain,fab輌 cated from asdrawn sted wire:nto lat sheets, REINFORCEMENT ACCESSOR:ES Joint DoWei Bars:ASTM A615rA615M,Grade 60(Grade 420),plain‐Steel bas,cut true to length with ends square and free of burs. EpOxy‐coated Joint Dowel Bars:ASTM A6157A615M,Grade 60(Grade 420),plain_steel bars, ASTM A775FA775M epoxy∞ated. 需鯉鳳 驚鵠占場∥ξ鮮∬謡pJ「°°atin3∞m“側e哺 h ep∝y coaling on A775M. 胤 漱 :P蹴|。尾驚]霊 is蹴 R馴 鉱 胤 電 ユf∬脱 翼 鷲 鴇 轟 ぶ翻 陛 tttp::rttP鴛 from steel wire,plas,c,Or precast concrete according to cRSiヽ "Manual of Standard Praclce," of greater compressive strength than concrete and as fo∥ows: 1. For epoxソ “ ated reinforcement use epoxy‐coated o「 other die:ectric‐pol、″ner‐coated wire bar supports. oONCRETE MATER:ALS Source Limitations:Obtain each type or c:ass of cementitious material of the same brand from the same manufacturer's plant, obtain aggregate frOm singie sourcel and obtain admixtures from singie source from singie manufacttrer. cemenl韻 ous Matena:s: CAST‐lN‐PLACE CONCRETE 033000‐4C, 2.4 C, D. 2.5 Oak Brook Go情 Club Pa暫 o Renovaton′Proiect No.2018‐027 1. P。国and Cement ASTM C150′C150M,Type l Type∥|,gray. 2. Fly Ash:ASTM C618,Class F or C. Nomal=Weight Aggregates:ASTM C33rC33M,CiaSS 3S coarse aggregate or better,9raded. Proude agoregates from a gnde SOurce with documented seⅣice record data Of at bast 10 yearst sattsfactory settce in sim∥ar app∥ca∥Ons and service conditions using similar aggregates and cemen∥∥ous matedals. 1. Ma瀬 mum Coarse‐Aggregate Size:l inch(25 mm)nominal. 2. Fine AgOregate:Free of mate∥alS輌 th delete∥ous reactivlty to alka∥in cement. Alr‐Enmining Admixture:ASTM C260′C260M・ Chemical Admixturesi Certined by manufacturer to be compalble朝 th omer admixtures and that do not Contribute water‐60!lble Ch10ride 10ns exceeding those pe“nitted in hardened concrete,Do not use calcium chlo∥de oF admiXtures conta:ning caicium chiolde. 1, water‐Redlcing Admixture:ASTM C494rC494M,Type A. 2. Retarding Admixttre:ASTM`И 94rC494M,Type B. 3. Water‐Reducing and Retarding Admixture:ASTM C4914/C494M,Type D. よ ∥:障 離電:W:枢 窯:::器 創I拙 淋淵温鮒織臨 4"眈 Tpe C 6. Plaslci」ng ahd Retarding Admixturel ASTM C1017′C1017M・ ヽぃ ∥.Water ASTM C94rC94M and potablel FiBER RE:NFORCEMENT Synthelc Macro‐FibeE Po:yoldttn macro■bers engineered and designed for use in∞ncrete, ∞mplyingwithASTMCll16′Cll16M,TypO:|11l to 2‐174 inches(25to 57 mm)long‐ 1, Productsi SubieCt tO compliance With requ「ements,ava∥able products that may be incorporated into the Work include,but are notlimited tO the following: a. ABC Po:押 ner lndustles,LLC:FiberForce 1000 HP, b. Euё lid Chemical Company o・ he)an RPM∞mpany;Tur‐Strand sF. c. Propex Opemting Company,LLCi Fiberrnesh 650. d Sika Corporation:SikaFiber Force 650. e. Forta Concrete Fiber:Forta‐Fero. CUR:NG MATERIALS Absorpttve Cover AASHTO M 182・ Class 2:buHap cioth made from iute Or kenaf,weighing approximately 9 02.rSq.yd.(3059′sq,m)when dry. MoiSture‐Retal口 ing CoVer:ASTM C171,pOlyethylene llm o「white burlap‐polyethy:ene sheet. VVater:Potable. c:ear, Waterbome, Membrane‐Forming Curing compound: ASTM C309, Type l, class B: dissipating. CAST‐!N・ PLACE CONCRETE 033000‐5F. 2.6 2.7 C. 2.8 2.9 Oak B「ook Gor Club Pa10 Renovation′proleCt No.2018‐027 Products: Subject lo compliance wrth requirernents, provide one of the following; a. b. C. d. e.ig. h. :. J・ k. Anl‐Hydro internaJond,hc A∥Cu∥ng Compound#2DR WB. ChemMastersi!hc:Sare_cure Clear DR. Dayton Supe∥Ori clear Cure voc J7WB. Eudid Che市 ;cal company(The):an RPM company;Kurez DR VOX, Kaufman PrOductsl ln●:DR Cure. Lambert Corporalon;AQUA KURE‐CLEAR. Laucrete:ntemattonal.lnc=L83M CuRE R. NOX‐Crete Products Groupi Clear Cure DH 100。 TK Products:DC WB Dissip●lng cure 2519, Vexcon Chemicals lnc.:Certi‐Vex Envio Cure 100. W.R`MeadowsIInc;1100・ CLEAR` RELATED MATER:ALS ExpansiOn・ and:so!ationJOin卜 FIlier Stttps: ASTM D1751,asphalt■saturated ce∥ulosic lber or ASTM D1752,cork o「Ser_expanding cork. semirigid Joint F∥ler Two‐oompOnenti semi∥oid,100 percent sonds.epoxy resin with a Type A shore durometer hardness of 80 according to ASTM D2240. Bonding Agent ASTM C1059rC1059M・ Type∥,nonredispersiblel agソ iC emり :SiOn o「styrene butadiene. REPAIR MATER:ALS Repair Undedapent: Cernent‐based, p●lymer4nodtted, sel「levelng product that can be applied in thicknesses from lr8 inCh(3.2 mm)and that cah be feathё red at edoeS tO match adiaCent loor elevalo●s. 1. Cement Binder:ASTM C150ノ C150M,pOrtland cement or hydraulc Or blended hydrau∥ccementas deined in ASTM C2191 2, P∥mer:Product oF unde∥avment manuFacturer recommended for substrate,conditiOns, and applicatiOn. 3. A99regate:Wel卜 graded,washed gravd,1ノ 8 to l′4 inch(3.2to 6 mm)o「COa"e sand as re"mmended by undenayment“anufacturer. 4. Compressive Strength:Not less than 4100 psi(29 MPa)at 28 days when tested according to ASTM C109ノ C109M. Repair oveJay●ont Cement‐based,poI´me卜 mOdi'ed,Self‐leve∥ng prodLctthat can be app:ied h thtknesses from lr4 hch(6.4mm)and that can be翻 led h over a scamed surFace to match adiaCent loor eleVations. 1, Cement Binder ASTM C150/C150M)portland cement or hydraulic or blended hydrau∥ccementas delned in ASTM C219` 2, Pttmer Product of topping manufacturer recommended for substrate,oondlions,and application. 3. A9gttgate:Wemっ raded,washed gravel,1′8 1o lr4 inch(3.2to 6 mm)or coarse sand as reconlmended by topping manufacturer` 4. Oompressive Strength:Not iess than 5000 psi(34.5 MPa)at 28 days when tested acco薇Jng to ASTM C109ノ C109M. CAST‐IN‐PLACt CONCRETE 033000‐=6 C. B. Oak Brook Gor Club Pa10 Renova“onノ Prolect No,2018o027 2.10 A. CONCRETE MⅨTURES,GENERAL Prepare d讐 ign mktures for each lype and strength of●oncrete,propo威 loned on the basis of laboratory tta!mixtu健 o「leld test data,or bothi according 10 AC1 301(ACi 301M). 1, Use a qull籠 ed independent teslng agenCy for prepaFing and reporting proposed mixture designs baSed on llboratOry t∥al mixtures. cemen∥饉ous MateHals:Lim∥percentage, by weight,Of cemen償 ious materials other than ,Ortland cementin concrete as foilows: 1. Fly ASh:25 percent. Limit water‐so:uble, chlo「ide‐Ion∞ntent in hardened∞ncrete to O.15 percent by weight of cement. Admtxtures:use adm挟 tures according to manufactureた 哺 tten insncliOns, 1. Use water‐relucing hlgh・ mnge water―reducing or plas,cizing adm“ure in∞ncrete,as req口 iFed=fOr placement and wOrkab∥ity. 2. Use Water‐reducing and‐retarding admixtu‐re vtten required by high temperatures,low humidity,o『other adverse placement∞nditions. 3. uSe water_reducing admixture in pumped concrete,concrete for heavy‐use industrial siabs and parking structure Siabs,concrete required to be watettght,and ooncrete with a w/c ratio below O.50. CONCRETE MiXTURES FOR BUILDING ELEMENTS FootingS:Normal‐weight concrete. 2.11 A. Minimum compressive Strength:4000 psi(27.6 MPa)at 28 days, Maxlmum w′c Ralo:0,45. Slump Liml: a. 4 inches(100 mm),plus Or minus l inch(25 mm). b. 8 inches(200 mm)fOr cOnorete哺 th ve」fed Jump of2 to 4 hches(50to 100 mm) before adding high_range wate卜 reducing admixture or pllst:clzing adnl:xture,plus or minus l inch(25 mm). Air Content C Percent,plus or minus l.5 percent at point of de∥very for l lnch(25・ mm) ,onlinal maxirnum a99regate size, Provide‐at oontractors Option, Foundation Walls: Normal-weight concrete. 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. I 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).4. Air Conlent: 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‐ 033000‐7C. D. 4. Oak BrOok Gor Club Pa薔 o Renova∥onノ ProieCt No,2018・ 027 1. Minimum Compnessive sttngthi 4000 psi(27,6 MPa)at 28 days. 2, Maximum W′CR翻 o:0.45。 3. Minimum Cemer葡 薔ous Mate∥a!s Content 470ibrcu.yd,(279 kgrcu.m). 4. Slump L:ml:5 inches(125 mm),plus o「minus l:nch(25 mm). 5, Ar COntent 6 percent,plus or minus l.5 percent at pdnt of delivery for l‐inch(2い nm) nominal maximum aggregate size. 6. SynheJc MacrolFi欧 ボ unifom:y di,p● "e in concrete mixture at manuracture由re∞mmended ratei bui not Lss tllan a rate of 4.O lbFcu.yd.(2.4 kgrcu.m). 2.12 FABRICATING REINFORCEMENT A. FabHcate steel reinforcement accordlng tO cRSi's・ Manual ofStandard Practicer 2.13 00NCRETE MⅨiNG A. ReadIMixed Concretel Measurel betChi m杖 = lnd de“ver concrete acoording to ASTM C94rC94M and ASTM Cll16′Cll16Mi and furnish batch,cketinfomlaJon. 1, When a計 temperature is between 35 and 90 deg F(30 and 32 deg C),reduce mixing and de∥very lme■om l‐1/2い ours t0 75 ml●utes:wllln atttemperature is above 90 deg F(32 deg C)reduce mixing and deiivery∥me to 60 minutes. PART 3‐EXECuT10N 3.l FORMWORKINSTALLAT:ON A. Dedgn,erecti shorel bmce1 0nd mゴ ntain fOmworkl according to AC:301(ACi 301M)i tO support vertical,lateral,stalic,and dynamic loads,and consmctiOn lo●ds that rnight be applied, un∥l structure can support such loadsi 3. Construct fomwork so concrete members and snctures are of size,shapel a19nment, elevatton,and posi∥on indicated=within tolerance lmits of AC1 117(ACil17M). C. Limit∞ncrete surface iregu!admes,designated by ACi 347 as abrupt or graduali as follows: 1. Chss Allr8 hch(3.2mm)for Sm00th‐fomed l威 shed surfaces. 2. Class C,1′2 inch(13 mm)fOr rough‐forrned lnished surfaces. D. Constructforrns 19ht enough to preventloss of∞ncrete mortar. E. ConStruct forms for easy removal without hamme∥ng o「prying against concrete surfaces. Provide crush or wrecking plates where stripping may damage cast‐concrete surfaces.Provide top forrns forinc!ined surFaces steeperthan l.5 horizontal to l vertica:. 1. :nsta∥keyways,re91ets,recesSes,and the llke,for easy removal. 2. Do not use rust‐stained steel fomn‐facing matenal. F. Set edge forms, bulkheads, and intermediate screed strips for slabs to achieve required elevations and slopes in finished concrete surraces.PrOvide and secure units to suppOrt screed stripsi uSe Strike‐offtemplates or compacting・ ″pe SCreeds. CAST‐lN‐PLACE CONCRETE 033000‐8 Oak Brook Goif Club Pa薔 o RenovaJon′Proiect N。.2011427 Provide temporary openings for cleanouts and inspection ports where interior area of formwork is inaccessible, Close openings with panels iightly fltted to forms and securely braced to prevent loss of concrete mortar. Locate temporary openings in forms at inconspicuous locations. Chamfer exterior comers and edges of permanently exposed concrete. Form openings, c*tases, offseb, sinkages, keyrays, reglets, blocking, screeds, and bulkheaG raquired in the Work, Determine sizes and locations from hades providing such items. Clean forms and adjacent surfaces to receive concrele. Remove chips, wood, sawdust, dirt, and other debris just before placing conoete. Retighten forms and bracing before placing concrete, as required, to prevent mortar leaks and mainlain proper alignment. Coat contact surfaces of forms with form+elease agent, according to manufaciturefs written instructions, before plaoing reinforcement. EMBEDDED ITEM INSTALI.ATION Place and secxlre anchorage devices and other embedded items required for adjoinlng work thet is Bttached lo or supported by cast-in-place concrate. Use setting drawings, lemplates, diagrams, instiuctions, and directions fumished wtth ftems to be embedded. REMOVING AND REUSING FORMS Gene;al: Formr,vork for sides of beams, walls, columns, and similar parts of the Work that does not support weight of concrete may be removed after cumulatively curing at nol less than 50 deg F (10 deg G)for 24 hours after placlng concrete. Concrete has to be hard enough to not be damaged by form-removal operations. and curing and protection operations need lo be maintained. 1. Leave formwork for beam soffits, joists, slabs, and other structural elements that support weight of concrete in place until concrete has achieved at least 70 percent of its 28-day design compressive strength. 2. Remove forms only if shores have been arranged to permil removal of forms without loosening or disturbing shores. Clean and repair surfaces of forms to be reused in the Work. Split, frayed, delaminaled, or otherwise damaged form'facing material are not acceptable for exposed surfaces. Apply new form-release agent. When forms are reused, clean surfuces, remove fins and laitance, and tighten to close joints. Align and secure joinls to avoid offsets. Do not use patched forms for exposed concrete surfaces unless approved by Architect. STEEL REINFORCEMENT INSTALLATION General: Comply with CRSI's "Manual of Standard Practice" for fabricating, placing, and supporting reinforcement. CAST‐:N‐PLACE CONCRETE 033000-9 G. L. A. C. K. 3.2 A. 3.4 A・ B. Oak Brook Gdf Club P壷 o Renぃ dlon′ProiectNo.2018‐027 1. Do not cut or puncture vapor retarder. Repair damage and reseal vapor retarder before placing concrete. Clean reinforcement of loose rusl and mill scale, earh, ice, and other foreign materials that reduce bond to concrete. Accurately posltion, suBport, and secure reinforcement against displacement. Locate and support reinforcement with bar supports to maintain minimum concrete cover. Do not tack weld crossing reinforcing bars. 1. Weld reinforcing bars according to AWS D1.4/D 1,4M, where indicated. Sel wire ties with ends directed into concrete, not toward exposed concrete surfaces. lnstall welded-wire reinforcemenl in longest practicable lengths on bar supports spaced to minimize sagging. Lap edges and ends of a{joining sheets at least one mesh spacing. Offset laps of adjoining sheet widths to prevent continuous laps in either direction. Lace overlaps with wire. Epoxy-Coated Reinforcement Repair cut and damaged epoxy coatings with epoxy repair coating according to ASTM D3963/D3963M, Use epoxy-coated steel wire ties to fasten epoxy- coated steel reinforcement. JOINTS General: Construc{ joints fue to line with faces perpendiqllar to surface plane of congrete. Construction Jolnts: lnstall so strength and appearance of concrcte are not impaired, at locations indicated or as approved by Architect. L Place joints perpendicular to main rcinforcement. Continue reinforcement across construction joints unless othenrise indicated, Do not continue reinbrcement through sides of strip placements of floors and slabs. 2. Form keyed joints as indicated. Embed keys at least 1-1/2 inches (38 mm) into concrete. 3. Locate joints for beams, slabs, joists, and girders in the middle third of spans. Offset joints in girders a minimum distance of twice the beam width from a beam4irder intersection, 4. Locate horizontaljoinls in walls and columns at underside of floors, slabs, beams, and girders and at the top of footings or floor slabs. S. Space verticaljoints 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 cpntraction 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 finishing each edge of joint to a radius of 1/8 inch (3.2 mm). Repeat grooving of contraction joints afler appt$ng surface flnishes. Eliminate groover tool marks on concrete surfaces. 2. Sawed Joints: Form contraction jolnts with power saws equipped with shatterproof abrasive or diamond-rimmed blades. Cut 1/&inch- (3.2-mm-) wide joints into concreie CAST・ :N‐PLACE CONCRETE 033000‐10 ‐ F. 3.5 Oak Brook Goll Club Patio Renovatlon / Project No. 2018{27 when cutting action does not lear, abrade, or otherwise damage surface and before concrete deraelops random conbacton cracks. lsolation Joints in Slabs-on.Grade: Afler removing formuor*, inslall joint-filler strips at slab junctions with vertical surfaces, such as column pedeslals, foundation walls, grade beams, and oher locations, as indicated. 1- Extend joint-flller strips full width and depth of loint, terminating flush with finished conoete surface unless otheruise indicated.2. Terminate full-width joint'filler ships not less than 1/2 inch (13 mm) or mor€ than 1 inch(25 mm) below finished concrele surface wtrere joint sealanh, specified in Section 079200 loint Sealanls." are indicated. 3. lnstralljolr:t-filler strips in lengths as long as practlcable. Where more than one length is required, lace or clip sections together. Doweled Joinb: lnstall dowel bars and support assemblies at joints wfrere indicated. Lubricate or asphalt coat one-half of dowel length to prevent concrete bonding to one side of joint. CONCRETE PLACEMENT Before placing conorete, verify lhat installation of formwork, reinforcement, and embedded items is complete and that required inspections are completed. Do not add water to concrete during delivery, at P$ect site, or during ptacement unless approved by Architect. Before test sampling and placing concrete, wtt€r may be added at Project site, subjec't to limitations of ACI 301 (ACl 301M). 1. Do nol add water to concrete afler adding high-range water-reducing admixtures to mixture. Deposit concrete continuously in one layer or in horizonlal layers of such thickness that no new concrete is placed on concrete that has hardened enough to cause seams or planes of weakness. lf a section cannol be placed continuously, provide conslruction jolnts as indicated. Deposit concrete to avoid segregation. 1. Deposit concrete in horizontal layers of depth noi to exceed formwork design pressures and in a manner to avoid inclined construclion joints. 2. Consolidate placed concrete with mechanical vibrating equipment according to ACI 301 (ACr301M), 3. Do not use vibrators to transport concrete inside forms. lnsert and wlthdraw vibrators vertically at uniformly spaced locations to rapldly penetrate placed layer and at leasi 6 inches (150 mm) into preceding layer. Do not insert vibrators into louer layers of concrete that have begun to lose plasticity. At each insertion, limit duration of vibration to time necessary to consolidate concrele and complete embedment of reinforcement and other embedded items without causing mixture constituents to segregate. Deposii and coneolidate concrete for floors and slabs in a continuous operation, within limits of construction joints, until placement of a panel or section is complete. 1. Consolidale concrete during placemenl operations, so concrete is thoroughly worked around reinforcement and other embedded items and into comers.2. Maintain reinforcement in position on chairs during concrete placement. CAST‐iN‐PLACE CONCRETE 033000‐11 E. 3.6 A. B. D. E. Oak Brook Gdi Club Pa∥o Renova∥onノ ProieCtNo.2018‐027 Screed slab surfaces with a straightedge and stdke offto corect elevstions, Slope surfaces uniformly to drains wtrere requlred. Begin initial floating using bull 0oats or darbles to form a unlform snd open-te,ft,red surfae plane, before excess bleedwater appeam on the surface. Do not furher dlsturb slab surfaces before startng finishlng operations. 3.10 A. F:N:SHING FORMED SURFACES Rough‐Formed Finish:Asttst conC"te texture imparted by fom・ facing mate∥al輛 th Je holes and defects repd"d and patched.Remove■ns and dher proiedOn,hat exceed speciFled ∥mits on fomed・ surFace ireguia∥∥es. 1. App!y to concrete surfaces not expOsed to pul∥o view. Smooth‐Formed ttnish:Asttst∞ncrete texture imparted by fom‐facing matefia:=aranged in an orderly end symmettcal manner"Mth a minimum of seams.Repair end patCh lie holes and defects.RemOve nns and Other prOieCtiOns that exoood spectted∥mits on fomed・ surFace iregula"tieS. 1. Ap口 y to∞ncrete surFaces exposed,puЫ L uew Orto be covered輛 ha∞attng o「 oove百 ng mated●i applied directtytO∞ncrete, Related Unfomed Surraces:At tops Of nails,い ori20ntal ofFsets,and Similar unfomed surfaces adlaCent to formed Surfaces,sttke tt smooth and lnLh覇 h a texture matc∥ng adiaCent fomed surFaces.Conunue fnd surrace ttament offomed surfaces unhmv aCrOss attacent unfomed surfaces unless othettse ind;cated. FINISHING FL00RS AND SLA3S Generali COmply with AC1302.lR recom"endatiOnS for screeding= restraightening, and 輌nishing operalons for ooncrete surfaces.Do not wet concrete surfaces, Float Finishi Consolidate surface with powerndriven loats or by hand llaling if area is sma“or inaccessible to power‐driven loats. Restraighten, cut down high spOts, and l∥ low spots. Repeat loat passes and restra19htening until surface is ien with a unif。日η,SmOoth,granul●「 texture. 1, Apply loal lnish lo surfaces ind:cated tO receive surface coaung. MiSCELLANEOuS CoNCRETEITEM:NSttALLAT:ON F∥∥ng ini Fill in holes and openings left in ooncrete structures after work of other trades is in place unless otherwise indicated.Mix,piace,and cure concrete,as specinedi to blend with in‐ p!ace construction. PrOvide other misce∥aneous concrete lling indicated or required to cOmplete the Work. CONCRETE PROTECT:NG AND CUR:NG General:PrOtect fresh!y placed∞ncrete from premature drying and excessive c01d or hot temperatures,Comply with ACi 306.l for cold`weather protection and ACi 305.1(AC:305.lM) for hot‐weather protection during curing. CAST.IN‐PLACE CONCRE「E033000…12 3・7 A. C. B. 3.9 A. B. Oak Brook Golf Club Palo Renovation′Proje“No,201群027 Formed Surfaes: Cure formed concrete surfaces, including underside of beams, supported slabs, and other similar surfaces. lf forms remain during cudng period, moist cure afler toosening forms. lf removing forms before end of curing period, continue curing for remainder of curing period. Unformed Surfaces: Begin curing immediately after ftnishing concrete, Cure unformed surfaces, including floors and stabs, concrete floor toppings, and other surfaoes. Cure concrete according to ACI 308,1, by one or a combination of the following melhods: 1, Moisture Curing: Keep surfaces continuously moist for not less than seran days with the following rnaterials: a. Waler,b. Continuous water-fog spray.c. Absorptive c,over, water saturated, and kept continuously wet. Cover concrete surfaces and edges wtth 1Z-inch (300-mm) lap over adjacent absorptive covers. 2. Moisture-Retaining-Cover Cudng: Cover concrete surfaces with moisture-retaining cover for curing c,oncrete, placed in vvidest practicable width, with sides and ends lapped at least 12 inches (300 mm), and sealed by waterproof tape or adhesive. Cure for not less ihan seven da1a. lmmediately repah any holes or tears during curing period, uslng cover material and waterproof tape. a. Moistule cure or use moistire-retainlng receive floor coverings.b. Moisture curc or use molsfuremtaining receive penetrating liquid floor ir€atments. covers to GUre concrete surfaces io covers to cure conctete surfaces to 3.11 A. c, Cure concrete sur{aces to receive floor coverings with either a moiisture-retaining cover or a curing compound that the manufacturer certifies does nol interfere with bonding of floor covering used on Project. 3. Curing Compound: Apply uniformly in contlnuous operation by power spray or roller according to manufacture/s witten instructions. Recoat areas subjected to heavy rainfall within three hours affer 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 Proiect' JOINT FILLING Prepare, clean, and install joint filler according to manufacturer's written instructions. 1, Defer joint filling until concnete 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. lnstall semirigid joint filler full depth in saw-cut ioints and at least 2 inches (50 mm) deep in formed joints. Overfilljoint and kim joint filler flush with top of joint after hardening, B. CAST・ lN…PLACE CONCRET巨 033000‐13 8. C. D, C. Oak Brook Gor Club Pa∥O Renova∥on′Proiect No.2018‐027 3.12 A. B. CONCRETE SURFACE REPAIRS Defective Concrete: Repair and patch defecWe areas rvften approved by Architect. Remove and replace concrete that cannot be repaired and patched to Architecfs approral. Patehing Mortar: Mix dry-pack patcfiing mortar, consisting of 1 part portland cement lo 2-112 parts flne aggregate passing a No. 16 (1.1&mm) sieve, using only enough uater for handling and placing. Repairing Formed Surfaces: Surface defecb include color and texture inegularities, cracks, spalls, air bubbles, honeycombs, mck pockets, fins and other projections on the sudace, and stains and other discolorations that cannot be removed by cleaning, 1. lmmediately after form remorml, cul out honeycombs, roc* pockets, and voids rnore than 12 inch (13 mm) ln any dimension to solid concrete. Limit cut depth to 3/4 inch (19 mm). Make edges of cuts perpendicular to concrete surface. Clean, dampen with water, and brush-cpat holes and voids with bonding agent. Fill and compact wih patching mortar before bonding agent has dried. Fill form-tie voids with patching mortar or cone plugs secured in place wlth bonding agent. 2. Repair defecB on surfaces exposed to view by blending wtite porlland cement and standard portland c,ement so thal, when dry, patching mortar matches sunounding color. Patch a test area at inconspicuous locations io veriff mixture and color match before proceeding with patching. Compact mortar in place and strike off slightly higher Sran sunoundlng surface.3- Repair defects on concealed formed surfaces that affect concrete's durability and structrrrel performance as determined by Arcfiltect. Repairing Unformed Surfaces: Test unformed surfaces, such as floors and slabs, for finish and verify surface tolerances specified for each surface. Conect low and high areas. Test surfaces sloped to drain for trueness of slope and smoothness; use a sloped temptele. 1. Repair finished surfaces contalning defects. Surface defects include spalls, popouts, honeycombs, rock pockets, crazing and cracks in excess of 0.01 inch (0.25 mm) wide or that fenetrate to reinforcement or completely through unreinforced sections regardless of width, and other objecilonable conditions' 2. After concrete has cured at least 14 days, conect high areas by grinding. 3. Conect localized low areas during or immediately after completing surface finishing operations by cutting oul low areas and replacing witr palching mortar, Finish repaired areas lo blend into adjacent concrete. 4. Conect other low areas scheduled to receive floor coverings with a repair underlayment. Prepare, mix, and apply repair underlayment and primer according to manufacturer's written instructions to produoe a smooth, uniform, plane, and level surface. Feather edges to match adjacenl {loor elevations. E. Conect other low areas scheduled to remain exposed with a repair topping. Cut out low areas to ensure a minimum repair topping depth of 1/4 inch (6 mm) to match adjacent floor elevations, Prepare, mix, and apply repair topping and primer according to manufacture/s written instructions to produce a smooth, uniform, plane, and level surface.6. Repair defective areas, axcept random cracks and single holes 1 inch (25 mm)or less in diameter, by cutting out and replacing wilh fresh concrete. Remove defective areas with clean, square cuts and expose steel reinforcement with at least a 3/4-inch (19+nm) 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ぃ PLACE CONCRttTE 033000-14 C. D. Oak Brook Goif C:ub Palo RenovaOonノ Projed No.2018・ 027 3.13 A. B. C. 7. Repair random cracks and single holes I inch (25 mm) or less in diameter with patching mortar. Groove top of cnacks and cut out holes to sound conctete and dean off dust, dirt, and loose particles. Dampen cleaned concrete surfaces and apply bonding agent, Place patching morlar before bonding agent has dried, Compact patching mortar and finish to match adjacent concrete. Keep patched area continuously moist for at least 72 hours. Ferform stuctural repairs of concrete, subject to Architect's approval, uslng epoxy adhesive and patchlng mortar, Repair materials and installation not speeified above may be used, subJect to Architects approval. FIELD OUALIry CONTROL Special lnspections: Owner will engage a special inspector and qualilied te$ing and inspecting agency to perform field tesis and inspections and prepare test reports. Testing Agency: Engage a qualified testing and inspecting agency to perform tests and inspec'tions and to submit reports. lnspections: F. L Steel relnforcement placement. 2, Verification of use of required design mixture. 3. Concrele placement, includlng conveylng and deposlting. 4. Cudng procedures and maintenance of cwing temperature. D. Concrete Tests: Testing of composiie samples of fresh concrete obtained according to ASTM C17UC172l'tl shall be performed according to the following requirements: 1. Testing Frequency: Obtain one composite sample for each day's pour of each concrete mixture exceeding 5 cu. yd. (4 cu. m), but less than 25 cu. yd. (19 cu. m), plus one set for each additional 50 cu. yt . (38 cu. m) or fraction thereof. 2. Slump: ASTM Cl43/C'143M; one test at point of placement 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 mixlure. 4. Concrete Temperature: ASTM C1064/C1064M; one tesl 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, fresh unit weight of strustural lightureight concrete; one test for each composite sample, but not less than one lest for each day's pour of each concrete mixture.6. Compression Test Specimens: ASTM C31/C31M, a. Cast and field cure two sets of two standard cylinder specimens for each oomposite samPle. 7. Compressive-Strength Tests: ASTM C39/C39M: test one set of two laboratory-cured specirnens at 7 days and one set of two specimens at 28 days. CAST‐lN‐PLACE CONCRETE 033000‐15- E, Oak Brook Gdf Ctub Pauo RenovaJon′Proiect No.2018・ 027 a. Test one set oftwo ndd→uttd specimens at 7 days and one set ofttЮ specimens at 28 days. b. A Compressive″strength test shali be the average∞mpressive strength iЮ m a set Of mo specimens oblained from same Composlle sample and tested at age indicated. When strentt Of neld“"redり inders is less l鮨 n o5 peroent Of∞mpanion iaboratory・ ●●led ttinde“,Contractor shJl ovahate operamns and prOvide COreclive pro●●dures for probding and ou∥ng in‐place ooncrete. 鋭 "ngIl of each conOrete miX軸 眸 哺l be Satigactory r every._ge of any three ∞nsecutive∞mpesS鴨 Jttngh tes■equaに Or exooolo Spe硼 ed compressve 難 ngh and no compressive‐stentt test Value falに bebw spedlod∞mpressive strengh by m。"han 500 pg t34 MPa).Test re3●lts sha∥be reported in lMi∥ng to Archite`札 ●olcrete manuractureL and contractor withh 48 hours of teslng.RepOrお of oompressive‐strength tests sha∥●ontain PrOi■∥enmca∥。n name and numbO二 da,Of∞ncete口 aCement,name Of∞ncrete 露WttM、観躍'篤 朧ЪだM、驚鷺担灘驚麗:∬蹴 strengh,and type of break for both 7・ and 28・ day tests. NOndesmlive Tesing:1面 pact hlmmer,sonoscope,or oher nOndeshctive device may be permitted by Architci but哺 “ not be used as sole basis fbr app"val or reiectiOn Of ●●ncrete. Addlt:ona:Tests:Testing and inspeding agency sha∥make addiliona:tests Of∞ncrete 器 潔 胤:器 轟∥讃T島 出譜蹴l酬 聞譜ぶ臨 電鵡may∞ndld tests to detemhe adequacy of conmte by∞red cylinders∞mロ ゴng覇 thAsⅧ C42rC42M or by other mehodS as dimed by Architect Addttond teslhg and ins"Ct",at Co前 aCtOFs eXpense=哺 ∥be pJormed to detemme ∞mpliance of repla●ed or addttonal work哺 th specined requlements, Corect ddiliencies in the Work that test ttports and inspections indicate do not cOmply 哺th the Contract D∝uments. END OF SECT:ON CASTJN―PLACE CONCRETE I'033000-16 12. 9. Oak Brook Golf Club Pa10 Renovauon′PFOleCt No.20184027 SECTЮ N 035350 CttMENW■OUS STAMPABLE OVttRLAY PART l― GENERAL l,l SUMMARY A. Sedion inc:udes: 1. cemen蘭 ous Stampable ove∥ays for conorete pavemelt B, Re:ated Seclions: 1. DivisiOn 3 SectiOn“Cast4n_Place Concretざ for concrete wilh cementllous stampable ovdays, 1.2 SUBMiTTALS A. Submit acootting tO COnditons ofthe Conmact and DiVision l SpecncaoOn secJons. B, PrOduct DataI For each productindi“ted. C. Samples for lnitia:Seiection:Manufacturers co10r charts. Dt Samplo PanelS:2 by 2 feetto demonsnte lnishl∞:0亀 and texture of●●mentltlous stampable overlay. E.Qua!蘭 ca∥on Datal For insta∥er and manuracturer specined in Ouality Assurance Articl●・including names and addresses ofcompleted prolects,architects,and owners, 1.3 0UALITY ASSURANCE A, lnstaler Qualinca10ns:Trained or approved by Manuracturer of cementitious stampable overlay systems. B, Manuracturers QualifiCatonsi Three years expelence manuFactunng,「oducts required. C, Source Limitattonsi Obtain products from same source mrOughout Proiect. D. Field Samples:Locate at site and obtain approval before start of flnal work.Field samples shall be minimum 4 by 4feet l. Demonstrate range of flnishes and workmanshiP,Including sealing proceduFeS. 2. Approved ield sampies set qua∥ty standards for comparison wlth remainin9 work. 3. Remove neld samples、″hen directed。 E,Preinsta∥aton Conference:Conduct conference at site to∞mply with requirements Of Divislon l Section“Prolect Meetings." 1.4 DELiVERY,STORAGE AND HANDL:NG A. Deliver rnaterials in original packaging ttth iabeis intact. B.Store in clean,dry and protected iocaloni according to manuFactu“Fs requirements. 1.5 PROJECT COND:T:ONS A. Environmental Requirementsi Comply vuth cemen載 轟ous stampabie ovday manufacturers inshctions. 1.Do not appけ ove∥|ソ Cementtbus top口 ng r Jr te,peratu"and concrete subshte temperature at not bem∝●45 to 85 deg F before and dulng mstallaJon. 2.in hot weaher,ingじ ∥cemen」Jous stempable ove∥ay in eary mOmil1 0r∥、en surFaces are shaded. 3. Keep bagged products out of sunilght.Use cooi watett do not use mterfmm hot ttte」o9 hoses, 4. Prota cemenl10us stampabie oveday from rain for 24 hours. 5. h windy weatheri protect adiacent∞nstru●lion from overspray du∥ng applicalon of sealers. PART 2‐ PRODUCTS 2.l CEMENT:T100S STAMPABLE OVERLAY MATER!ALS A. Cemenl嗜 ous Stampable ovenar P。:抑 eremOdined cemenJJous oveday designed fOr textu面 ng stab:e,non‐moving concrete pavements l. product:Btterne:dc。|。Ю T1000"Stampab:e OVe∥ay orapploved equal. B, Prmer:ButterFleld ColoroT100o翻 Primer o「approved equal. ●. WaterI Potable. 2.2 1NTECRALLY‐COLORED OVERLAY MATER:ALS A.:ntegral Concrete Co:orant ASTM C 979=factory‐measured powdered mix,consislng of nonfading lnely ground synthetic mineral●xide coloring pigments and water reduclng wetting agent. 1. Product:Butterfield ColorO T10007M cOlor Pack. 2. Oolors:As selected by Architect 2.3 :MPR:NT!NG T00LS A.Stamp MatsI Sem卜 ∥gid p。lyurethane mats with proiected texture and Hdged underside capable ofimp∥nung texture and loint pattems to plastic cemenllous stampable oveday.lnc:ude texture skins matching stamp mat textures for textuHng areas that cannot be reached with stamping mats. 1. Manufacturer:Butterrleld cOI。「or approved equal 2.Patem:As selected by Architect 8. Accessory StamP Too:s:Aluminum deta∥ing tools capable of imp∥nung iOintS and dressing stamped iointS Of plas,c cemen鶴 ∥ous stampable oveday. 1. Product:Butterrleld c。10バ D Stamp T001s Or approved equal. CEMENTIT:OUS STAMPABLE OVERLAY 035350‐1 2.4 RELEASE AGENTS A.Liquld ReieaSe Agent Clear,evaporaung fOmulatton thatfacmitates release of stamp mats and texture skins from cemenl間 ous stampable oveJヨ y. 1. Product ButeFneld COI。 "D Pe口 naosto clear Liq●id R●leas● Or appr●ved equ"Blent productfrom approved stamp manufactuttr. B` Pigmented‐Powder Anlquing Release Agent Factory・ packaged: non‐fading llelン grOundl 由eak free,oolored powder that●d∥tates release oF stamps and texture skins fromceme酬ous stampable ove∥ay and:mparts l se●●ndary ac●ent c●lo「,1, Product: 8u鶴 Odeid Coloバ D Pettna‐CasttO Antiqulng Release or approved equivalent product“m apprOved stamp manuracturer. 2, Colors:As se:ected by Architect 2.5 SEALINC MATER:ALS A. Clear,Solvent‐Bome, Membrane‐Fo「ning Sea∥ng compound:ASTM C 309, nonデ ンe∥Owing, VOC‐●●mplant,hlgh‐gl。,s,clear iiquid` 1. Product:Butte薔 oid C●lofO Clear‐CuardIM Cure&Seal or apprOved equal。 B.Flatten Paste,Manufacturers standard product designed to reduoe sealer gloss lnish tO matte lnish. 1. product:Butterneld cO10rO Flatten Paste, C,Slip・ Resistve Addilive:Finely 9raded ag9腱 9ate or p●1卿 er adl:We deSigned to add to sealer for dip‐reSstant surface. 2.6 MiX!NG A. Mixing cemenJttous Stampablo Ove∥ay:Mix matela:s in accurate proportiOns and according to manuractuぽ sinstnJ●lions. 1. Bulk Mixing:For rnachine mixing of cementi∥ous stampablo overlay,use a paddle mortar mixer, B.Add ButterFleld CdorO T1000TH Color Pack to water and then m挟 vふ h cementnbus stampable oveday aCCOrding to manuracturers insttuclions. PART 3・ EXECUT10N 3.l EXAMINA丁 :ON A. Examine substrate For comp∥ance w∥h requttements, B. Do not prooeed with cementitious stampablo overtay instamatiOn until unacceptab:e conditions att cOrrected. 3.2 SUBSTRATE PREPARAT10N A. Map Outlocalons of exis∥ng∞ntroliointS beFore insta∥a∥on of cemenllous stampab:e ove∥ay. CEMENTIT10US STAMPABLE OVERLAY 035350‐1 B. Thoroughly ctean substrate using hlgh-presgure weter or tdsodium phosphate (TSP) and water with a scrub brush, hen dnse thoroughly. Remove potental bond breakers, snch as grease, oil, silicone, paint sealant, curing and soaling compounds, dryralltaping compound, etc. C. For palnted, seated, or overly slick hard.troweled concrete substrates, mechanically abrade surfaces by sanding, scarifying, or shot blasting to allowfor proper bondlng, D. Remove weak, delaminated. or unsound concr€te substates. E. Patching: Fill chips, pits, and cracks prior to application of cementitious stampable overlay with a slurry of Buiterfield Gobr@ T1000nt $ampable Overlay and waler in lifts up to 1/2 inch. Fill depths not axceeding one inch wtth a slurry of Butterfield Colott0 Tl000ilr Fine Overlay, u.ater, and clean, dry pea gravel or smallaggregate. F, Allow surfaces to dry thoroughly prior to application of primer. 3.3 PRIMING SUBSTMTES A. Apply an even coat of concrele primer from two directions, free of holidays, to prepared substrates using a paint roller or spray€r. Proiect adjacent surfaces from overspray or splash. B. Allow concrete primer to dry tack free prior to application of cementitlous stampable overlay. lf primed subshates become wet, reapply pdmer. C. Prevent contamination of primed surfaes by dirt or other deleterious materials or conditions, D. Apply cementitious stampable overlay wtfiin 24 hours of concrete pfimer application. 3.4 TROWEL.APPLIED CEMENTITIOUS STAMPABLE OVERLAYAPPLICATION A. Trowel Application: Distribute cementitious stampable overlay by trowel or gauge rake ts a uniform thickness of '!/4 to 1/2 inch[, as required to match depth of stamp mal grout lines]. Trowel to a smoottr sufface. For large areas, use a fresno. Do not over trowel. B. Maintain a wet edge when installing cementitious stampable overlay to avoid cold joints. C. Do not overwork material with trowel or fresno. Do not add water to sur{ace once application has begun. Do not retemper cementitious stampable overlay. D, Claan tools frequently to avoid build up of overlay materials. E. When installation requires multiple pours over a common c,oncrete substrate area, protect adjacent prepared concrete substrates from release agents. 3.5 BROOM FINISH A. Apply fine broom finish to cementltious stampable overlay immediately following initial troweling of material. Clean broom by hand after each pass. 3.6 STAMPING A. Stamp overlay surfaces according to manufaciure/s instructions. Plan stamp layout pdor to application of stamps. CEMENTITIOUS STAMPABLE OVERLAY 035350-1 B. Liquid Release Agent Applicalion: Apply a liberal coat of llquid release agent to cementltious stampable overlay when set sufficlenlly to achleve a clean impression. C. Stamping: l. Stamp perimeter of pour using texture skins. 2. Accunately align stamp mats in sequence and tamp into cementitious slampable overlay to produce lmprint pattem, texture, and deptlt oJ impint, according to manufaclurefs insfucsong. Remove stamps from cemenfitious stgmpable overlay immediately. 3. Stamp edges and surfaces unable to be imprinted with stamp mat uritr texture skins. 4. Use stamp tools to impfint groul lines at edges and surfaces unable to be imprinted with stamp mab. 3,T JOINTS A. Recut exisiing control jolnts before cracking occurs, generally within 12 to 24 hours after placement at 70 deg F. 3.8 ANTIQUING A, Allow cementitious stampable overlay to set for minimum of 24 hours prior to application of antiquing release egent. B. Apply trin coat of sealer over cemen0lious stampable overlay using a pump spra)rer. Allorr to dry pfior to applicailon of antiquing release agent. C. Mix antiquing release pouder with Butterfield Color@ Clear Petma€ast@ Liquid Release according to manufasturer's instructions and shake vvell in a melal pump spra!,er, Mainhln constanl pressure in sprayer and apply liberally over cementitious stampable overlay to create antiquing look. Apply evenly, avoiding puddles in textured areas and grout fines. Continuously shake sprayer to avoid seftling. 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 speclfied in [Division 3 Section'Chemically Stained Concrete.'] [Division I Section -Concrete Floor Stain.'l 3.10 SEALING A. Sealer Application: Apply uniformly in continuous operation by sprayer or short nap roller according to manufacturefs instructions. After initial application is dry and tack free, apply a second coat L Do not over apply or apply in a single heavy coat. Sealer Application: Apply final coat of sealer uniformly in continuous operalion by sprayer according to manufacture/s instruclions. 2. Thoroughly mix flaften paste in sealer according to manufacture/s instructions, Stir occasionally to maintain uniform distribution of paste. 3. Thoroughly mix slip-reslstant additive in sealer according to manufacturer's instructions. Stir occasionally to maintain uniform distribution of additive. CEMENTITIQUS STAMPABLE OVERLAY 035350-1 4.Venfy adequacy of s∥p reSstance before opening up surfaces to詭 爾o. 3.1l REPA:RS AND PRttCT10N A, Repalr damaged"menIIous stampable oveday accodng tO manufacturers instruttons. B.Ciean s口 ∥age and sd∥ng from attacent∞nstruclion ac∞rdhO to manufacturers hstuctions. C. Protect cementilious stampab:●●venay frOm d●mage or deteFiOmlion unll date of SubstanJal completion. EN0 0F SECT10N _CEMENTIT10US STAMPABLE OVERLAY 035350‐1 Oak Brook Golf Club Pa∥o Renovation′PrOlect No.2013o027 SEC■ON 042000 UN:T MASONRY PART l‐GENERAL l.l RELATED DOCUMENTS A. DrawingO and genemi prOvisions of he Contractlincluding General and Supplementary Condilions and Di哺 sion 01 Specncalon seCtiOns,apply to this Section. 1.2 SUMMARY A. Section:nciudesi l. concrete masonry unls. 2. Mbrtar and grout. 3. Stee!relnforcing bars. 4. MasOnry,oilt reinforcement。 5. TieS and anchors. 6. MiSCenaneOus rnasonry accessories, B. Re!ated SectiOns: 1. Division 03 Section'Cast―in」PlaCe Concrete" 2. Di宙 sion 04 Section・ Anchored Stone Veneer system"for stone veneer to be insta::ed over CMU 踵IIs. 1.3 DEFINlT10NS A. CMU(3):COnCrete masonryunus). B= Reinforced Masonry:Masonry containing reinforcing steelin grouted ce:ls. 1.4 PERFORMANCE REQUIREMENTS A. Provide unit masOnry that deve!ops indicated net・ area compressive strengths●128 days. 1. Deterrnine net‐area compressive strength of masonry by testing masonry plsms accOrding to ASTM C 1314. 1.5 SUBMlTTALS A, Product Data: For each type of produCtindiCated, 8. ShOp DraWings: Forthe fb∥owing: 1. Reinforcing Steel:Deta∥bending and Placement of unl masonry reinforcing bars.Comply wnh ACi 3151"Deta∥s and Detailing of Concrete Reinforcement.・ Show e:evalons Of reinforced walls. 2. Stone T∥m Units:Show slzes,p属 Jttlesi and iocatons of each stone trim unit requi"d. C. Samples for VerirlcaliOn: For each type and color ofthe ro∥。wing: 1. VVeep holes and vents, 2. AOcessOries embedded in maSOnry, D. List of Materlals Used in Constructin9 Mockups: List genelc P『oduct names together with manuFacturers,manuracturers'produOt names,model numbers,lot numbers,batch numbers,source of supply,and othё rinformation as requャ ed to idO●lfy matelals used.include mix proportlons for mortar and grout and source Of agOregates. 1. Submittal is for inforrnation Only. Neither receipt of iist nor app『oval of mockup conslitutes approva1 0f devialions from the Contract Documents uniess such devialions are specilcally bFOughtto the attention of Architect and approved in wdting. E. Material Certincates: For each type and size ofthe fo∥owingi UN「MASONRY 042000-1 Oak Brook oor Club PattO Renovalon′Proiect No.2018027 1. Masonry units. a. ||●lude data on Ⅲatettal properties. b. For bHck,inClude size‐va薔 11●n data ver均 膚ng hat actua:旧 nge of sizes L∥s tthin specned t。lerances. c. For exposed brick,include test report for e爾 orescence according to ASTM C 67. 2, Cemenllous matedalo,include brand,MPel and name of manufact,per` 3. Preblendod,dry mo“r mixes`lnclude desc∥ption of,pe and proportions ofingred:ents, 4. Grout hixes.:ndude descriplion of type and proportions ofingredlents。 5, Reinforcing bars. 6i Joint reinforcement. 7. Anchors,ties,and metal access●雨es, F. Cold=Weather and HottWeather PrOcedures:Deta∥ed desc∥ptlon of methods,matena:s,and equlpment to be used to comply with requirements. 1.6 QUALITY ASSURANCE A, SourCe Limita,Ons fOr Masonry unitsi Obtein expOsed masonry units of a un:forrn texture and∞:o■or a unlfom blend哺 thin the ranges attpted fOr these characte∥sJcs,from single source frOm Jngle manufacturerfOr each product required. Bo Source Limitatons for Mortar Matettals: Obtain mortar ingredients of a unifom qua∥ty,including color for exposed“asonryi from slngie manufacturer for each cementilous component and from single source or producerfOr eaCh aggregate. C. Masonry Standard: 00mply with AC1 530,17ASCE 61TMS 602 unless modined by requirements in the Contract Documents, Do Mockups: 3●:ld mockups lo veFiFy selections made under sample submi∥bis and to demonstrate aesthe,c erects and set qu●lty standards for mate∥als and execulion. 1. Bul!d mookups fOrtが “ l extelor wa∥in s12eS approli"ateiy 48 inches 10ng by 42 inches high by fu∥thiOkness,ineluding faoe and backup unハ heS]accesso∥es,and 00ping. a. lnclude a sealan∥n∥edjoint atleast 16 inches:ong in extelo『嘔 ∥moOkup. b. include veneer anchors,and scupper openingS in exterior rnasonry‐veneer walirnockup. 2. Clean exposed faoes of mockups、″ith masOnry cleaner as indicated` 3. Protect accepted mo●kups from he elements潮 th weathe「resistant membrane, 4. Approval or mOckups is for∞lor=texture,and blending of masonry units:relationship of mortar and sealant colors to masonry un性 oolors; too∥ng of jointsi and aesthetic qualites of workmanship. a. Approval of meckups does not oons∥tute approval of deviations fron the Contract Documents contained in mockups unless such deviations are specirlcally approved by Architectin wi∥●9. E. Preinstallalon Conferencei Conduct conference at PrOieCt She to comply with requirements in Division 01 SeCtion"Proleet Management and coordination,“ 17 DEL:VERYiSTORACE:AND HANDLING A. Store masonry units on elovated platForrns in a dry location, if units are not stored in an enclosed :。Cation,cover tops and sides of stacks with waterproof sheetingl securely tied. if units become wet,do not insta∥untilthey are dry. B. De∥Ver lreblended,dFy mOrtar mix in moisture‐resistant oontainers designed for use with dispensing s∥os. Store preb:endedi dry mortar mix in delivery containers on elevated platForms,under cOverl and in a dry location orin covered weatherproof dispensing s∥os, C. Store masonry accesso「ies,including metelitems,lo prevent corOsion and accumulation of dirt and oil. _ UNIT MASONRY _ 042000-2 Oek Brook Golf Club Patlo Renovation / Projeci No. 2018-027 1.8 PROJECT CONDITIONS A. Protection of Masonry: During construction, cover tops of walls, projec{ions, and sills with waterproof sheeting al end of each day's trcrk. Correr partially completed masonry when construcfion is not in Progfess. 1. Extend cover a minimum of 24 inches down both sides of walls and hold cover securely in place. 2. Where one wythe of multiwythe masonry walls is completed in ad\rance of other wythes, securo cover a minimum of 24 inches down face next to unconstructed wythe and hold cover in place. B. Do not apply uniform floor or roof loads for at least 12 hours and concentrated loads for at least three days after building masonry walls or columns. C. Stain Prevention: Prevent grout, mortar, and soil from staining the face of masonry to be left exposed or painted, lmmediatety remove grout, mortiar, and soil that come ln contact with such masonry. 1. Protect base of yvalls from rain-splashed mud and from mortrar splatter by spreadlng coverings on ground and over wall surface. 2. Proteet sills, ledges, and projeclions from mortrar droppings. 3. Protect surfaces of window and door fames, as well as similar prcducts wh painted and integral finishss, from mortar dropPings.4. Tum scaffold boards near the rltnll on edge at the end of each day to prevent rain from splashlng mortar and dirl onto completed rnasonry. D. Cold-Weather Requirements: Do not use frozen materials or materials mixed or coated with ioe or frost, Do not build on Jrozen substrates. Remo\E and replace unit masonry damaged by frost or by frcezingconditlons. Comply with cold-weather construction requirements contalned in Act 530.1/ASCE 6/TMS 602, 1. Cold-Weather Cleaning: Use liquid cleaning mehods only when alr lemperature is 40 deg F and higher and will remain so until masonry has dried, but not less than seven days after c-ompleting cleaning. E. Hot-Weather Requirements: Comply with hot-weaher construction requirernents contained in ACI 530.1/ASCE 6/TMS 602. PART 2 . PRODUCTS 2,1 MASONRY UNITS, GENERAL A, Defective Unils; Refereneed masonry unit standards may allow a certain percentage of units to contain chips, cracks, or other defects exceeding limits stated in the standard. Do not use units where such defects willbe exposed in the completed Work. B. Fire-Resistance Ratings: Where indicated, provide units that comply with requirements for lire- 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 jutisdiction. 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 lintels, comers, jambs, sashes, movement joints, headers, bonding, and other sPecial conditions. 2. Provide bullnose units for exposed outside comers unless othemise indicated. B, CMUs: ASTMC90. '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 Patio Renovation / Pro,eci No. 201&027 2.3 MORTAR AND GROUT MATERIALS A. Por{and Cement: ASTM C 150, Tpe I or ll, exoept T}pe lll may be used for cold-weahei construction. Provide natural color or wlrite cement as rcquired lo produce mortar color indicated. B. Hydrated Lime: ASTM C 207, Type S. C. Portand Cement-Lim€ Mix: Packaged blend oI portland cement and hydrated lime conlaining no other ingredlents. D. MortarCemenl: ASTM C 1329. 1. Products: Subj6c{ to clmpliance with roquirements, arrailable producls that may be incorpor8ted lnlo the Work lnclude, but are not limfted to, the followlng: a. Lalarge Notth Amerlce lnc.; Lafarge Mortar Cement or Magnolia Superbond Mortar CBmenL E. Aggregate for MortEn ASTM C 144. 1. For mortar hat is exposed to view, use washed aggr€gat€ oonsisting of natural sand or crushed stone.2. For joints less lhan 1/4 inch hick, use eggrBgate 9rad6d with 100 peroent passing the No. 16 sieve.3. White-Mort8r Aggregates: Natural wtrite sand or crushed white stons.4. Colored-Mortar Aggregates: Natural sand or crushBd stone of color neoessary lo produce required morlor color- F. Aggrsgate lor Grout ASTM C i104. G. Epoxy Poinung Mortsr: ASTM C 395, epoxy*esin-based matedal fomulaled tor us€ as pointing mortar for sfuc-tural+lay tlle fadng unlb (and approved for such use by mandac,tursr ol units)i ln color indicated or, if not otheMise indlcated, as selec'ted by Architect frorn manufactiro/s colors, H. Cold-Weaher Admixturs: Nonchlorld€, noncorosive, accelerBting admixture complying with ASTM C 494/C494M, Type C, and recommended by manufacturer for use in masonry mortar of composition indicated. 1. Products: Subiect to complianc€ with requirements, provide one of he following: a, Eudld chemlcal Company (The); Accelguad 80.b. Grace Oonstruction Produc-ts, W. R. Grace & Co. - Conn.: Morset.c. SonnebomProducts,BASFAkliengesellschaftTrimh-NCA, l. Weter: PoEble. ?.4 REINFORCEMENT A. Uncoated Steel Reinforcing Bars: ASTMA615/A615M or ASTM A 996/A 996M, Grade 60 (Grade 420). B. Masonry Joint Reinforcement, GeneIal: ASTM A 951/A 951M. 1. lnterior Walls: Hot-dip galvanizGd, carbon steel.2. Exterior Walls: Hot{ip galvanized, carbon steel.3. Wire Size for Side Rods: 0.187-inch diameler.4. Wire Size for Cross Rods: 0-187-inch dlameter.5. Wire Size lor Veneer Ties: 0.187-lnch diameter.6- Spacing of Cross Rods, Tabs, and Cross Ties: Not more than 16 inches o.c,7. ProMde in lengths of not less lhan 10 feet, with prefabricatod comer and tee units. C. Masonry Joint Reinforcement for Single-Wylhe Masonry: Elther ladder or truss type with single pair of side rods. D. Masonry Joint Reinforcement for Multivrythe Masonry: 1. Ladder type with 1 sidB rod al each face shell of hollow masonry uniis more than 4 inches wide, plus 1 side rod at each wythe of masonry 4 inches wlde or less. UNIT MASONRY 042000 - 4 Oak Brook Go「Club Palo Renovalonノ ProieCt No,2018‐027 2. Tabり pel either iadder or truss design,輛 th l Side rod at each face she∥of backing、彎rhe and with rectangu:ar tab,sized to extend at least halmay thrOugh facing鴫 出e but哺 h atleast 5r8‐ inch cover on outside faoe, 3. Adiustable(仙 Ю―ple,9)type,eitheriadder or inJss design,with one side md at each face she∥of babking tthe,ndコ ith Separate adluStable Jes v輌 th pinJe‐and‐eye connl"Jons haung a maximum adiuStment of l‐1/4 inChes,Size Jes to extend atleast hal和 ぬy through fadng w戸 lo but Ⅵ淵h atleast 5/8‐inch cover on outside face.Ties have hooks or clips tO engage a continoous hoHzontal耐 re m the fad●9訥 ゛he. 2.5 T:ES AND ANCHORS A. MatedEISI Provide les and anchors spedled in this article that are made from mate」als hat coml:ソ with the fOllo面 ng un:eSs otherwise:ndicatedi l. Hot‐Dip Calvani20d,Carbon―Steel Wire:ASTM A 32rA 32M;哺 h ASTM A153/A153M,Class 3‐ 2 coating. B. Wire Ties,Ceneral:Unless omerwise indicated,,lZe wire Jes to extend atleast halmay thrOugh veneer but Mtth atleast 5′8‐inch cover on outside face, Outer ends of、Mres are bent 90 deg"es and extend 2 inches parallelto face of veneer。 C. lndivilual VVire Ties:Rectangular units with dosed ends and notless han 4 inches wide. 1. 2‐shaped ties with ends bent 9o degrees to provide hooks notioss than 2 inches long may be usld fOr maSonry constttcted from So∥d units: 2. Wい ore Wメ heS 10 not align uSe adiuStable 」es ttth pinJe‐andoeye lonnec∥ons having a maximum adiustment of l‐lr4 inches, 3. Wire:Fab∥cate hm 3′16→nch‐diameter,hotedip lalvanized steel. D. Adiusね ble Anchors for Connecting to Sh』ctural Stee:FramingI Provide anchors that a∥ow vettcal o「 hOnzOntal adiushent but resisttenslon and∞mpression forces perpendicularto plane or wa∥.1. Anchor Section for Wdding tO Steel Frame:0●mped 1/41nch‐diamete鳥 hot司 ip galvanized steel Ⅷre. 2. Tle Sectioni Triangular.shaped wire tie,sized to extend within l lnch oF masonry face,made rrom O.251nch‐diameteri hotdip galvan:zed steol wire. E. Adiustab:e Anchors fo「Connecting tO COncrete: Provide anchors that ailow vertical or hoH20n愴|adiuStment but resisttension and compression forces perpendicularto plane ofwa∥.1. Connector Section: Doveta∥tabs for inserting into dovetal:slots in concrete and attached to tie section:foFned from 01.o5-inch‐thi《丼く,stee:sheet,9a!vanized after fabricalon. 2. Tie Section: Triangu!ar‐shaped wire」e,sized to extend within l inch of ttasonry face,made from O.187‐inch‐hot‐dip galvanized steel wire. F. Rigid AnchOrsi Fab∥cate frOm steel bars l・ 172 inches wide by 174 inch thick by 24 inches iong,with ends turned up 2 inches or with cross pins unless otherwise indicated. 1. Corosbn Proteclon: Hotodip ga:vanized to comply wlth ASTM A 153/A153M. C. Adiustable Masonry‐Veneer Anchorsi l. Ceneral: Provide ancllors that allow vertical adiuStment but resist tensiOn and compression forces perpendicular to plane of Wal,for attachment over sheathing to wood Or metal studs,and as fo:lows: a. Structural Perforrnance Characteristicsi Capable Of withstanding a loo_lbf load in both tension and compresslon without deforming or deve,oping play in excess of O.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 requiremenls, provide one of the following: UNIT MASONRY 042000 - 5 Oak Brook Gor Club Pa∥。Renovation/Prolect No.2018‐027 1) Dayton Supeだ or Corpomlon,Dur‐0二 Wal Division:Dノ A210 with DrA 700‐703. 2) Heckmann Building products:nc,:313D面 th 316. 3) Hohmann&Bamard=:nc,:DW‐10HS. 4) Wire‐BOnd;loo4.Type l∥.b, Anchor Sec∥on:Sheet metal口 ate,1‐174 hcheじ wide,y6hches iong,哺 th screw hdes top and bottom and哺 訥 raised rb‐劇rened strap,578 inch潮 de by 3・ ヨ8 inches:ong, stamped into centerto provide a siot between strep and plate forinsettng輛 re督 ●.2.6 M:SCELLANEOuS ANCHORS A. Unlt Type inserts in Concretel Cas∥ron or ma∥eable‐iron Mttdge‐meinser、.B, Dovetam Sl●ts in concrete:Fumish dovetatt slots哺 th iller由 lpsl of slot size indicated,fab∥cated from O.034・ inch,9atvani2ed steei sheet. C. Anchor Bolts: Headed or L‐Shaped steel bols complying with ASTM A 307.Crade A(ASTM F 568M, Properサ CiaSS 4.6):with ASTM A 563(ASTM A 563M)hex ntt and,where indicated,lat washers:hot‐ dip galvanized to●omply with ASTM A 158′A153Mi Class Ci of dimensions indicated. 2.7 EMBEDDED FLASHING MATERIALS A. Metal Flashingi Provide meta1 lashing∞mplying with SMACNAヽ ■rchitectural Sheet Metal Manuar and as folloWs: 1. Stainiess Steel:ASTM A 240r・ A240M,Typ●30410.016 inCh thick. 2. Copper: ASTM B 370,Temper H00,●●ld‐rolled copper sheet,16‐o2,ISq.ft.weight Or o,o216 inch thick or SSTM B370,。Temper H01,high・ ゾold COpper sheet,12‐●z`′sq.■.weight or o.0162 inch 山iCk. 3. Fabricate continuous lashings in seclions 96 inches long minimum,but not exceeding 12 feet. Provide sp!:ceplatesatlointSOffomedlsmoothmeta:輌 ashing. 3. Flexible Flashing: use One ofthe Following unless oherwise indicated: 1. Rubberized‐Asphalt Flashing: oomposite lashing product consisling of a pliable. adhesive 剛bbettzed‐asphalt compou,d,bonded to a high‐density,crOssJaminated pOlyethylene llm to prodlce an overalithidkness Of nOtless than O.040 inch. a. Productsi SubieCttO oompllance with requirements,provide one of he fo∥Owing: 1) Grace Construclion Products,W.R.Grace&Co.‐Conn.:Perrn‐A‐3arrier Wa∥ F:ashing, 2) W.R.Meadows,:nc.:Ai卜 Shield Thru‐Wa∥Flashing. b` AccessoriesI Provide preFormed comers,end dams,oher special shapes,and seaming materials produced by,ashing manufaoturer. C. So!der and Sealants fbr sheet Metal FlaShingsl l. Solder for Stainless Steel: ASTM B 32:Grade Sn60,with acid nux of type re∞mmended by stainless―steel sheet manuFacturer, 2. Solder for Copper: AStt B 32:Grade Sn50.50 percenttin and 50 percentlead. D. Adhesives, primens, and Seam Tapes for F:ashingsi F:ashing manuFacturers standard products or products recommended by nashing manufacturer for bondi,9 1ashing sheets tO each other and tO substrates. 2.8 M:SCELLANEOuS MASONRY ACCESSORIES A. Comprlessible Fi∥er Premolded偶 ∥er strips complylng with ASTM D 1056,Grade 2Al:compressible up to 35 percenti of width and thickness indicated:forrnulated from neoprene:urethane o「PVc. B. Preforrned Control―」o:nt Caskets: Made from styrene‐butadiene‐nJbber compoundi complying with ASTM D 2000,Designation M2AA‐805o「PVC,complying with ASTM D 2287,Typo PVCお 5406 and UNIT MASONRY 042000‐6 Oak BroOk Go「Ciub Pa“o Renova∥onノ Proiect No.2018-027 designed to ttt standard sash block and to malntain iateral coniguration as indicated. C. Bond‐BreakeF Strips: Asphalt‐saturatedi organic rool●9 Feit (No.1 5 asphaitfel). D, WeepNヽnt Products: use the fO∥o哺 ng uniess otllerwise indicated: 1, Wi●king Matenal: At a∥Weeps,in ald蘭 ol tO Ce∥ula,plastiC Weep/vent,absorbent rope,made from∞tton or UVィ egstant Synthelo lben lr4 b 3/8 hch h dhmete■h bngh reqJred to produce 21nch ex,Osure on exte百 or and 18 inches in cavity.2 驚鵠l酵 浙譜:T辮 為甜認鶴謂薫棚 η』譜1饗 朧∥響柵蒻 ,li color seleded frOm manuractuttrs standard. a, Products:SubieCt tO∞mpliance with requirements,proVide one ofthe follo哺 ngI l) AdvanCed Bu∥ding PrOducts inc.:MOrtar Maze weep vent. 2) Blok‐Lok Llmitedi Ce∥‐Ventt 3) DaytOn Supelor Corporalon,Dur‐0‐Wa!oiViSiOni Ce∥vents. 4) Heckmann Bulding Products:nc.:No。85 Ce∥Vent. 5) Hohmann&Bamard,:nc.:Quadro‐Vent. 6) Wire‐BOnd:Cell Vent. E. Cavity orainage Mate∥a::Free‐draining meshi made from p●:躙 ler stmnds that wi∥not degrade within the wail cavlty. 1. ProductsI SubieCttO∞mp∥ance w:th req1lrements,provlde onl ofthe fo∥owing: Advanced B口 ilding Products lno.:Mo曲 r Break。 Archovatons,lnc.:cavClear Masonry Mat. Dayton Supe」o「Corporatton,Dur‐0‐Wal DiusiOn:Poぃ te MOttarStop. Mortar Net uSA,Ltd.;MOrtar Net. 2. Provide one of the following configurations: a. Stips, full{epth of caM$ and 10 inches high, with dovetail shaped notches 7 inches deep that prevent clogging with mortar droppings. F, Reinforcing Bar Positioners: Wire r-rnits designed to fit into mortar 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 lo compliance with requirements, provide one of the following: a. Dayton Superior Corporation, Dur-O-Wal Division; D/A 810, AlA812 or D/A 817.b. Heckmann Building Products lnc,; No. 376 Rebar Positioner. c. Hohmann & Bamard, lnc,; #RB or #RB-Twin Rebar Positioner. d. 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+ntraining agents, accelerators, retarders. water-repellent agents, antifreeze compounds, or other admixtures, unless otherwise indicated. 1. Do not use calcium chloride in mortar or groul. 2. Use portland cement-lime or mortar cement mortar unless otherwise indicated.3. For exterior 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. B. Preblended, Dry Mortar Mix: Fumish dry mortar ingredients in form oi a preblended mix. Measure quantities by weight to ensure accurate proportions, and thoroughly btend ingredients before delivering to Project site. UNIT MASONRY 042000‐7stab∥ity in masonry wa∥;size and complプ ng wth AS￢M D 226,Type l Oak Brook Golf Oub Patio Renovation / Project No. 2018-027 C. MortarforUnitMasonry: ComplywihASTM C270, PropertySpecificatlon. Providethefollowingtypes of mortar for applications stated unless another type is indicated. 1. For reinforced masonry, use Type S.2. For mortar parge coab, use Type S.3. For exterior, abovearade, load-bearing and non-load-bearing uralls and perapei walls; for interior load-bearing wallq fior interior non-load-bearing partitions; and for other applications wtrere another type is not indicated, use Type N.4. For interior non-load-bearing partitions, Type O may be used instead of Type N. D, Groui for Unit Masonry: Comply with ASTM C 476. 1. Use grout of tlpe indicated or, if nol ottrenrr,ise indicaled, of type {firre or coarse) that will comply with Table 1.15,1 in ACI 530.1/ASCE 6/TMS 602 for dimensions of grout spaoes Lnd pour hetgfit,2. Proportion grout in accordance with ASTM C 476, Table 1 or paragraph 4.2.2for speiiReO ZB4ay compressive strength indicated, but not less than 2000 psi(14 MPa).3. Provide grout with a slump of 8 to 11 inches as measured acoording to ASTM C 143/C 143M. E. Epoxy Pointing Mortar: Mix epoxy pointing mortar to comply with mortar manufacturer,s wr,iften instruciions. PART 3. EXECUTION 3.1 EXAMINATION A. Examine conditions, with lnstaller present, for compliance with requirements for installation tolerances and other conditions affecting performance of the Work. 1. For the record, PtePare written report, endorsed by Installer, lisling conditions detrimentral to perfotmance of vtorft.2. Vertfo thalfoundations are within tolerances spec.ified.3. Verify that relnforcing dowels are properly placed. B. Before installation, examine rough-in and built-in construction for piping systems to verify actual locations of piping connections. C. Proceed with installation only after unsatisfactory conditions have been comected. 3.2 INSTALLATION, GENERAL A. Thickness: Build cavity and composite walls and other masonry construction to full thic*ness shown. Build single-wythe walls to actual widths of masonry unils, using unib of widths indicated. B. Build chases and recesses to accommodate items specified in this and other Sections. C. Leave openings for equipment to be installed before completing rnasonry After instElling equipment, complete masonry to match the construction immediately adjacent to opening. D. Use full-size units without cutting if possible. lf cutting is required to provide a continuous pattem or to fit adjoining conshuction, cut units with motor-driven saws; provide clean, sharp, unchipped edges. Allow units to dry before la$ng unless wetting of units is specified. lnstall ctt units with cut surfaces and, where possible, cut edges concealed" E. Select and arrange units for exposed unit masonry to produce a uniform blend of colors and textures. 1. Mix units from several pallets or cubes as they are placed. F. Wetting of Brick: Wet brick before laying if initial rate of absorption exceeds 30 g/30 sq. in. per minute when tested per ASTM C 67, Allow units to absorb water so they are damp but not wet at time of laying. 3.3 TOLERANCES A. Dimensions and Locations of Elements: UNIT MASONRY 042000‐8 Oak Brook Golf Oub Patio Renovstion / Projecl No. 20i8{27 1. For dimensions in cross section or elevalion do not \rary by more lhan plus 1/2 inch or minus 1/4 inch.2, For location of elementE ln plan do not vary from that indic€ted by more th8n pluE or minus 1/2 inch.3, For location of elements in elevation do not vary fiom that indicated by moG fian plus or minus 1/4 inoh in a story helght or 1l2 inch total. B. Lines and Levels: 1. For bed joints and top su acss of bearing walls do not vary from le\Bl by moi8 than 1/4 inch in l0 fBet, or '12 indt maximum.2, Fgt conspicuous horizontal lines, such as lintels, sills, parsp€ts, and rcveals, do nol vary frcrn level by mor6 than 1/8 inch in l0 feet, 1/4 lnch in 20 fest, or 1,2 inoh maximum.3. For vertical lines and surfaces do nol vary ftom dumb by moll than 1/4 inch in 10 f€€i" 3/8 inch ln 20 fcet, or 12 inch maximum.4. For conspicuous \rerlical lines, such as extemal comerB, doorjambs, rB\reals, and expansion and conlrol lointa, do nol vary from dumb by more han 1/8 lnch ln l0 feet 1/4 lnch in 20 leel, or 112 inch maximum.5. For lines and surfaces do not vary tom strailrht by more than 'll4 inch in '10 feet, 3/8 inch ln 20 faet, or 1/2 inch maximum.6. For vertical alignment of expossd head jotnts, do not vary trom plumb by more than 1/4 lnch in 't 0 feet, or 12 inch maximum. C, Joints: 1. For bed joints, do not vary ftom thickness indicated by more than plus or minus 1/8 inch, with a maximum lhickn6ss limited to 1/2 inch.2. For exposed bed ioints, do not vary from bed-joint thickness of sdjacent courses by more than 1 E inch.3. For head and collar loints, do not vary from thickness indicated by more lhan plus 3/8 lnch or minus 1r4 inch.4. For exposod head Joints, do not vary from lhiclness indicsted by more than plus or minus 1/8 inch. Do not very from adjacent bed-joint and hea6.joi lhiclnesses by more than 1/8 inch.5. For exposed bed iolnts and h6ad joints of stacked bond, do not vary from a straight llne by more than 1/16 inch from one masonry unit to the nexl. 3,4 LAYING MASONRY WALLS A- Lay out wells ln advance lor accurate spacing of surrace bond paltsms with uniform joint thickne$es and for accurate location of openings, movement-type joints, retums, and offsets, Avoid using less- than-half-slze units, particularly at comers, jambs, and, where posslble, at other localions. B. Bond Pattem for Exposed Masonry: Unless otherwise indicated, lay exposed masonry in running bond; do not use units with less than nominal +inoh horizonlal fac€ dimensions al comers orjambs. C. Lay concealed masonry with all units ln a wythe ln 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 th8n nominal 4jnch horizontal face dimensions at eomers or iambs. D. Stopping and Resuming Work: Stop work by racking back units in each course from those in course below; do not tooth. When resuming work, clean masonry surfaces that are to receive mortar, remove loose masonry units and moriar, and $,/et brick if required belore layng fresh masonry- E. Buill-in Wo : As construction prcgresses, build in items specified in this and other Seclions. Fill in solidly with masonry around buillin items. F. Flll space between steel frames and masonry solidly with mortar unless otherwise indicated. G. Where builGin items are to be embedded in cores of hollow masonry units, place a layer of melal lath, wire mesh, or plastic mesh in the joint below and rod mortar or grout into core. H. Fill cores in hollow CMUS with grout 24 inches under bearing plates, beams, lintels, posts, and similar items unless othenvlse indicated. , UNIT N4ASONRY 042000 - 9 Oak Brook Gor Club Palio揉 enovation/P口 可eCt No.2018・ 027 :. Build non‐load‐bearing interiOr partitiOns fu∥helght of story to underside of soiid Roo『or roof sttucture above uniess otherwise indicated` 1. inSta∥cOmpressible llerin ioint between top of partilon and underside of structure above` 2. Fasten panliOn tOp anchors to tthJ“ure above and buildい to top Of pa画 “ on.Crout ceils of CMUs solidly around plaslc tubes of anchors and push hJbes down into groutto provide l′2・ inch clearance between end of anchor rOd and end of tube. Space anchOrs 48 inches o.●.unleSS oherwise indicated. 3. Wedge non4oad‐bearing patttions against stucture above with sma∥ pleces of tlei s!ate,o「 me餞 ョ|. Fill joint With mOrtar after dead‐load denectiOn of stucture above approaches inal postton. 4. At nre・ rated PattOn,,機 atioint bemeen top of pa側 lon and underside of stttcture above to ∞mply覇 詢DiViSiOn 07 Seclon'日 re・ Reslslve Joint systems.・ 3.5 MORTAR BEDD:NC AND 101NTING A. Lay ho∥Ow b∥ck and cMUs as f01bWs: 1. wim face shё ∥s fu∥y bedded in mortar and哺 th head iointS Ofdepth eqlaltO bed iointS. 2. With webs fu∥yレ )dded in mortarin a∥COurses or plers,collmns,and 1laSte●:3. Witt Webs fully bedded in mortarin grouted masonry,inclldino starting●●●●e on fOOtlngs, 4. Wih enttre units,including atts under ce∥s,fu∥y bOdded in mortar at starting oourse On foolings where ce∥S are not Orouted. B. Lay sdid maSOnry uniぉ with COm口 eね ly mゎ d bed and headidn僣 :bner ends覇 h sumdent mortarto n∥head iointS and shove into place.Do not deep!yfurow bed ioints Or slush headiolntS, C. T∞l exposed jolntS S19htly COncave when thumbplnt hard,using a iointer iarger than ioint thl●kness unless otherwise indicated. D.Cut,Oints lush for maSOnry wa∥s to receive p!aster or other direct‐app∥ed lnishes(other than paint) unless mettseindided. 3.6 COMPOS:TE MASONRY A・ Bond tthes Of∞mposle masonry together using one ofthe follo哺 ng methods: 1. Masonry Joint Reinforcement lnstal:ed in ho∥20ntal mortariointS. a, Where bed iointS Of bOth wythes align`use ladderetype reinforcement extending across both￢ЧrhOS・ b. where bedi9ints Of wり hes do not align,use adiuStable(Mゎ ‐piece)type reinfOrcement with ●onlouous hoHzontal wire h falng wlhe attached to les, B, Co∥ar Jointsi So:idly l∥oollariOints by parging face of lrst tthe thatiS iaid and shoving units of other Whe intO place. C. Comers: Provide interloCking masonry unit bond:n each wⅢhe and COurse at comers unless otherwise indicated. 1. Provide∞n∥nuity with masonry joint reinforcement at comers by using prefabHcated L‐shaped units as well as masonry bonding. D. lntersecting and Abutting Walis: unless vertical exPansion or cOntroliointS are shown atiuncture=bond wa∥s together as fo∥o“:1. PrOMde∞nlnuly with masonry,dntrehfOrcement by ugng prefab∥cated T‐shaped uniお,2. . 3.7 MASONRY J01NT REINFORCEMENT A. Ceneral: lnstai:entire length of longitudinai side rods in mortarlMth a minimum cOver of 5ノ 8 inch on extenOr side of walls,1/2 inch elsewhere.Lap reinforcement a minimum of 6 inches, 1. Space reinforcement not rnore than 1 6 inches o.c. UN:T MASONRY 042000-10 3.8 Oak Brook Gor Club PaJo Renovationノ ProieCt No.2018o027 B. C, D. E. 2. Space reinforcement not more than 8 inches o,c. in foundation walls and parapet walls.3. Provide reinforcement not morc than I inches above and below wall openings and extending 12 inches beyond openings in addition lo continuous reinforcement. lnterupt joint reinforcement at control and expansion joints unless oiherwise indicated. Provide continuity at uall inlersections by using prefabricated T-shaped units. Provide continuig at comers by using prelabricated L-shaped untts. Cut and bend reinforcing unils as directed by manufacturer for continuity at comerE, retums, ofhets, column fireproofing, pipe enclosures, and other special conditions. ANCHORING MASONRY TO STRUCTUML STEELAND CONCRETE Anchor masonry to struc{ural steel and concreie where maeonry abuts or faces structural steel or concrete to comply with the following: 1. Provide an open spaca not less than 1 inch wide between masonry and structural steel or concrete unless othemise indicated, Keep open space free of mortrar and other rigid materials.2. Anchor masonry with anchors embedded in masonry joints and attached to struclure.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 rnasonry backup with masonry-veneer anchors to comply with tre following requirements: 1. Fasten anchoni to csncrcle and masonry baokup with metal fasteners of type indicated. Use two fasleners unless anchor design only uses one fastener.2. Embed tie seclions in masonry joints. Provide not less than 2 inches of air space between back of masonry veneer and tace of sheahing,3. Locate anchor sections to allow maximum verlical differential movemenl 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. fr. of wall area. lnstall additional anchors within 12 inches of openings and at intervals, not exceeding 36 inches, around perimeter. CONTROL AND EXPANSION JOINTS General: lnstall control and expansion foint materials in unit masonry as masonry progresses. Do not allow materials to span control and expansion joints without provision to allow for in-plane wall or partrtion movement. Form controljoints in concrete masonry using one of the following method6: 1. Fit bond-breaker strips into hollow contour in ends of CMUs on one side of control joint. Fill resultant core with groul and rake out joints in exposed faces for application of sealant.2. lnslall preformed control-joint gaskets designed to fit standard sash block,3. lnstall interlocking units designed for control joints. lnstall bond-breaker strips at joint, Keep head joints free and clear of mortar or rake out joint for application of sealent.4. lnstall temporary foam'plastic filler in head joints and remove filler when unil masonry is complete for application of sealant. Form expansion ioints in brick as follovus: 1. Build flanges of metal expansion strips into masonry. Lap each joint 4 inches in direction of water flow. Sealjoints 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 "Joinl Sealants." 3.10 A. B_ UNIT MASONRY 042000‐11 3.9 C. Oak Brook Gotf Club Patio Renovaiion / Project No. 2018{27 3.11 A. g. Provide horizontal, pressure-relieving joints by either leaving an air space or inserting a compressible filler of width required for installing sealant and backer rod specified in Division 07 Section "Jolnt Sealants,'bul not less than 3/8 inch. 1. Locate horizontal, pressure-relieving joints beneath shelf angles supporting masonry. FLASHING, WEEP HOLES, CAVITY DRAINAGE. AND VENTS General: lnstall embedded flashing and weep holes in masonry at shetf angles, lintels, ledges, other obshuctions to downward flow of water in wall, and where indicated. lnstall vents at shelf angles, ledges, and other obstructions io upuard flow of air in cavities, and where indicated. lnstrallfiashing as follows unless oherwise indicatedl 1. Prepare masonry surfaces so they are smooth and free from projections that could puncture flashing, Where flashing is within mortar joint, place through-wall flashing on sloping bed of mortar and cover with mortar. Before covering with mortar, seal penetrations in flashing with adhesive, sealant, or tape as Bcommended by flashing manufacturer. 2. At multiwythe masonry walls, including cavity vralls, extend flashing through ouier wythe, tumed up a minimum of E inches, and 1 112 inch into the inner wythe, 3, At lintels and shelf angles, extend flashing a minimum of 6 inches into masonry at each end, Ai heads and sills, extend flashing 6 inches at ends and tum up nol less than 2 inches to form end dams. 4. lnterlock end joints of ribbed sheet metalflashing by overlapping ribs not less than 1-1/2 inches or as recommended by flashing manufacturer, and seal lap wih elastomeric sealant compl$ng with requirements in DMsion 07 Section 'Joint Sealants' for application indicated. 5. lnstiall metal drip edges beneath flexible flashing at exterior face of wall. Slop flexible flashing 1/2 inch back from outside face of wall and adhere flexible flashing to lop of metal drip edge. lnstall weep holes in head joinE in exterior wythes of first courca of masonry immediately above embedded flashing and as follor'ns: 1, Use specified weep/vent products to form weep holes. 2. Use wicking material to form weep holes above flashing under brick sitls. Tum wicking down at lip of sill to be as inconspicuous as possible. 3, Space weep holes 24 inches o.c. unless othenrise indicated. 4. Trim wicking matedal flush with outside faoe of wall after mortar has set, Place cavity drainage material in cavities to comply with oonfiguration requirements for cavity drainage material in "Miscellaneous Masonry Acccssories' Article. lnstall vents in head joints in exterior wythes at spacing indicated. Use specified weep/vent products to form vents, 1. Close cavities off vertically and horizontally with blocking in manner indicated. lnstall through-wall flashing and weep holes above horizontal blocking. REINFORCED UNIT MASONRY INSTALLATION Temporary Formwork and Shores: Construct formwork and shores as needed to support reinforced masonry elements during construction, 1, Construct formwork lo provide shape, line, and dimensions of completed masonry as indicated. Make forms sufliciently tight to prevent leakage of mortar and grout. Brace, tie, and support forms to maintain position and shape during construction and curing of reinforced masonry. 2. Do not remove forms and shores until reinforced masonry members have hardened sufficiently to carry their own weight and other loads that may be placed on them during construction. Placing Reinforcement Comply with requirements in ACI 530.1/ASCE 6ffMS 602. Grouting: Do not place grout until entire height of masonry to be grouted has attained enough strength to resist grout pressure. 1. Comply with requirements in ACI 530.1/ASCE 6/TMS 602 for cleanouls and for grout placement, including minimum grout space and maximum pour height. UNIT MASONRY 0420aa - 12 3.12 A. E, D. Oak Brook Golf Club Patlo Renovstion / Proleci No. 2018427 3.13 FIELO OUALITY CONTROL A. T€sting and Inspecting: Ownor will engage special insp€ctors to perform tests and insp€ctjons and preparB reporb. Allow lnspeclors acc6ss !o scaffolding end r ork erces, as ne€ded to perform t6sB and inspections. Retesting of materials that fail to comply wib spedfied requircments shall be done.at Contraclor's expense. B. lnspections: Level 1 sp€cial inspections according to the "lntemational Building Code.' 1. Begin masonry constructlon only afGr lnspectorB have vGrified proportions ot site-prBpared moftar,2. Place grout only after lnspector8 have \rerified oompliance of groul spaces and of grades, sizes, and locadons of relhforBement.3. Plac€ grout only afGr lnspectors haw verilied proportions of site-prBpBrGd grout. C. Testing FrsquBncy: One sel of tests for each 5000 sq. ft. ot wall area or portion thereof. D. Mortrr Aggregate Ratlo Test (Proportion Specificaton): For each mix provided, ASTM C 780, according to E. Prism Tsst: For each lype of conshuction provided, according to ASTM C 1314 al7 days and at 28 days. 3.14 REPAIRING, POINTING, AND CLEANING A. Remove and rcplace masonry unlts that are loose, chipped, brokan, sEinsd, or otherwiss damagad or thal do not match adjoinlng unlts. lnstall new unlts to match adjoining unib; install in frBsh mortar, polnted to eliminate evidence of replaoement. B. Pointing: During the tooling of ioints, enlarge voids and holes, e)(cept weep holes, and completely rlll with morlar. Point up joints. including comers, openings, and edjacent constnrction, to provlde a neat, uniform appearanc,e. Prepare ,oints for s€alant applicailon, where indicated, C. ln-Progress Cleaning: Clean unil masonry as work progresses by dry brushlng to r€move morlar ffns and smears before looling jolnts. D. Final Cleaning: Afler mortar is thoroughly set and cuied, clean expos€d masonry as follol\rs: '1. Remove large mortar particles by hand with wooden paddles and nonnetallic scrape hoes or chisels.2. Test cleaning methods on sample wall panel; leave one-half of panel uncleaned for comparison purposes. Obtain Archilect's approval of sample cleaning before proceeding with cleaning ol masonry.3. Protect adjacent stone and nonmasonry surfaces ftom contact with cleaner by covering them with liquid strippable masking agent or polyethylene film and waterproof masking tape.4. Wet wall surf8ces with water before applying cleanersi remove cleaners promptly by rinsing surfaces thoroughly wiih clear waler.5. Clean brick by bucket-and-brush hand<leaning method describad in BIA TechnicalNotes 20.6. Clean masonry with a proprietary acidic cleaner applied according to manufactureds Mitten instructions.7. Clean concrete masonry by cleanlng method indicated in NGMA TEK 8-2A applicable to type of stain on exposed surfaces. 3.15 MASONRY WASTE DISPOSAL A. Selvageable Malerials: Unless olheryvise indicated, excess masonry materials are Conlracto/s propeny. At complelion of unit masonry work, remove from Project site. B. Excess Masonry Waste: Remove excess clean masonry waste that cannot be used as lill, as descdbed above, and other masonry waste, and legally dispose of off Owner's property. EN0 0F SECT:ON _ UNIT MASONRY 042000‐13 Oak Brook Go「Club Palo RenovaJon′Proiect No.2018‐027 SECT:ON 044313.13 ANCHORED STONE MASONRY VENEER PART l…GENERAL l.l RELATED DOCUMENTS A` Drawings and general pDvlsions of he Contmct,“duding Cenera:and suppiementary cond腱 ions and Division 01 SpeCttcation Sttons,appiy to this section. 1.2 SUMMARY A. SectiOn incl口 des he fol:owing applica∥Ons of stone maSOnry: 1. AnchOred to unl masOnry backup. B, Related Sectionsi l. DivisiOo 03 Section'Cast‐inJPlace Concrettr fo「dOvetali slols in oo■crete foranchoring stone, 2: DiViSibn 04 SeCuOn“unit Mason『プfor h。甫Zontali●lnt reinforcement and veneer anchors. C. Products installedi but not fumishedlin this Section include: 1. Steeliintels for stone rnasonry specilod in Division 05 Sec∥on'Metal Fabrications." 1.3 SUBMITTALS A, Product Data:For each type of productindicated. 1. FO「stone va∥eties propOsed ibr use on ProieCt, indude test data indicating oOmp∥ance wih physical properties specmed Or required by referenced ASTM standards. B. samp:es fOr venlcation: 1. For eaCh StOne type indicated. lnc:ude atleast three samples in each setfor each type of stonel exhibilng extemes Of the fu∥range of oolor and other visual charactens,cs expected in COm口 eted work.Sam口 eS Wm estauth the standard b,Whth stOne prouded wi∥be ludged. C、 List of Materials used in constructing Mockups: Lis1 9enelc prOduct names together 珈lth manufacturers,manufactu"rs'product names,sources of lupply,lnd omer inforFnattOn as required to iden∥ν matena:s used.lnclude mix proportions for mortaF and SOurce of ag9regates. 1. Submttal is for infoma∥on only, Neither receipt of∥st noF apprDVa!Of mockups consututes apprOval of deualons iom thO Contract pocuments unLss such devialons are specnca∥ybrought to the attention of Architect and approved in witing. 1.4 QUALITY ASSURANCE A. lnstalier Qualiflcalions: A qualined installer who employs experienced stOnemasons and stone itters, 3. Source Limitations for Stonei C)btaln stone,from one quarry with resources to provide materiais of consistent quality in appearance and physical properties, c, Souroe Limlations for Mortar Mate∥als: Obtain mortaringredients of a unifom qua∥ty,inc:uding color for exposed masonry,from single manufacturer for each cemenllous component and from single source or producer for each aggregate, D. MocК upsI Build mockups to demonstrate aesthetic effects and set quality standards for materlals and execution. 1. Bu“dm。●kups for typical exterior vⅥai:in sizes approximately 48 inches long by 48 inches high by fむ ∥thickness:inctuding face and backup Ⅵらバhes and aooessories. 3. InCiude a sealant‐1∥ed iOint atieast 16 inches 10ng in mOckup. ANCHORED STONE MASONRY VENEER 044313.13-1 Oak 3mok Golf Club Pa∥o Renova∥on′Prolect No.2018‐027 b, lnclude through-wall f,ashing instelled for a 2+inch length in comer of mockup approximately '16 inches down from top of mockup, with a 12jnch length of flashing lefl exposed to vlaw (omit ston€ mesonry above half of flashing). 2. Protect accepted mockups from the elements wilh weatheHesisEnt membrene.3- Approval of moc*ups ls for color, t€xture, and blending of stone: reladonsh'lp of morlar and s€alant colors to slone colors; iooling of loinls: and aesthetic qualities of urorr(menEhip. a, Approval ol moc*ups is also for olher materlal and construGlion qualiffes Architect spedfically approvss in vwiting.b. Approval of mockups do€s nol oonstiluta appioval of deviatlons from the Contract Documenb contained in mockups unless Architecl spscifically approves such devialions in witing. E. Preinstallation Conference: Conducl confBrenoe at Project site. 1.5 DELIVERY, STORAGE, AND HANDLING A. Store cementitious materials on elevated plaffoms, under cover, and in a dry localion. Do not use cementitious maierials that have become damp. B. Store aggrogates where grading ahd oiher required characleristics ceh be maintained and conlamination avoided. C. Store masonry accessories, including metal items, to prevent conosion and accumulafon of dirt and oil. 1.6 PROJECT CONDITIONS A. Protection of Stone Masonry: During construclion, cov€r tops of w8lls, proiegiions, and sills with walerproof sheeiing at end of each days work. Cov6r partially completed ston€ masonry when construcllon is nol in prcgEss. 1. Extend cover a minlmum of 24 lnches down both sides and hold cover s€curely in place. B. Stain Prevention: lmmediately remove mortar and soil to prevent lhem from staining the face of Btone masonry. 1. Protect base of walls from rain-splashed mud and mortar splatter by ooverings spread on lhe ground and over lhe wall surfac€.2. Prolect sills, ledges, and projections from mortar droppings. 3. Protect surfaces of window and door frames, as well as similar products with painted and integral finishes, from morlar droppings.4. Turn scaffold boards near the wall on edge at end o[ eact day to prevent raln from splashing mortar and dirt on completed stone masonry. C. Cold-Weather Requirements: Do not use frozEn materials or materials mixed or coated with ice or frost. Do not bulld on ftozen subslrales. Remove and replace stone masonry damaged by frost or freezing conditions. Comply wlth cold-weather construclion requirements contalned in ACt 530.1/ASCE 6/TMS 602. '1 . Cold-Weathor Cleaning: Use liquid cleanlng methods only when air temper€lure is 40 deg F and above and will remain so unul masonry has driod, but nol less than 7 days after completing cleaning. D. Hot-Weather Requiremenis: Comply with hot-weather construction requiremenls contained in ACr 530.1/ASCE 6ffMS 602. 1.7 COORDINATION A. Advise installsrs of other work about specific requiremenls for placemenl of reinforcemgnt, veneer anchors, flashing, and slmilar items to be built into stone masonry. ANCHORED STONE MASONRY VENEER _ 04431313‐2 Oak Brook Gotf Club PaUo Renovatlon / Projecl No. 2018-027 PART 2 . PRODUCTS 2,1 STONE A. Thin veneer natural stons ln ashlar pattem as manufacluGd by Buechel Stone Corporation. SlonB type, color, size, and texture lo ba selected by architec-t fum manufecturers full range. ?.2 MORTAR MATERIALS A. Portland Cement ASTM C 150, TlDe I or ll, exo€pt TID€ lll may be u6ed for cold-wBslirer conslruc:tion. Provid€ natural color or white cement as required io produos mortrar cobr lndioated. B. Hydratod Ume: ASTM C 207, Type S. C. Portlsnd Cement{lme Mlx: Packaged blend of portland cement complying with ASTM C 150, Type I or lll, and hydrated lime complying with ASTM C 207. D. Morlar Cement ASTM C 1329. 1. Products: Subject to compliance with fequirements, avallable products hat may be incorpoEied into the Work include, but are not limited to, the following: a. Lafarge North America: LafaEe MortEr Cement or Magnolia Superbond Mortar Cement. E. Aggregate: ASTM C 144 and as follovus: 1. For pointing morter, use aggregato gradad wlh 100 pero€nt passing No. 16 (1.18-mm) sieve,2. White Aggregates: Nalural while sand or ground wtrite stone. F. Cold-Wesher Admixture: Nonchloride, nonconosir,e, accelerating admlxture comdying yuilh ASTM C 494/C 494M, Typ6 C, and r€commendod by manufactuler for us€ in masonry mortar of composilion irdicated. 1. Products: Subjeot to complianc€ wilh r6quiramenB, aveilable productB hat may be incorporatod inlo the Work include, but are not llmlted to, the followlng: a. Euclid Chemical Company (The); Accelguard 80.b. Grace Construction Products, a unit of W. R. Grace &Co. - Conn.i Morset.c. Sonnebom, Div. of Degussa Building S),siems: Trimlx-NCA. G. Water: Pot8ble. 2.3 MASONRY CLEANERS A. Proprietary Acidic Cleaner: Manufac'ture/s slandard-strength cleaner designed for removing mortar and grout stains, eff,orescence, and olher new construction stains from stone masonry surfac€s without discoloring or damaging masonry surfaces: expressly approved for intBnded use by clBaner manufacturer gnd stone producer. 1. Manufacturers: Subjecl to aompliance with requirements, provide producls by one of the following: a. Diedrich Technologies, lnc.b. Dominion Resloration Producls. c. EaCo Chem, lnc. d. Hydrochemical Techniques, lnc.e. Prosoco, lnc. 2.4 MORTAR MIXES A. General: Do not use admixtures, including plgments, air-entraining agents, acceleratoB, retarders, water-repellenl agents, antifreeze compounds, or other admixtures, unless oiherwise indicated. 1. Oo nol use calcium chloride. ANCHORED STONE MASONRY VENEER 04431313・3 Oak Brcok Gotf Club Patio Renovation / Prolect No. 2018427 2. Add cold-weather admixture (if used) at same rate lor all morbr lh€t will ba exposed to view, regardless of wealher conditions, to ensure that mortar color is conslstent.3. Mixing Pointing Mortar: Thoroughly mix oementitious and aggregate materials together before adding water. Then mix agaln, adding only enough waler to produce a damp. unwsrkable mix that will retain its form when pressed into a ball. Malntrain mortar in ttris 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 material. B, Preblended, Dry Mortar Mix Fumish dry morbr ingredienb in the form of a preblended mlx. Measure quantiUes by weight to snsure accurate proporiions, and thoroughly blend ingredients before delirering to Project site. C. Mortar for Stone Masonry: Comply with ASTM C 270, Proportion Specification. 1. Mortarfor Setting Stone: Type S.2. Mortarfor Pointing Stone: Tpe N. 2,5 FABRICATION A, Fabricate slone to comply with sizes, shapes, and tolerances recommendad by applicable slone association or, if none, by stone source, for faces, edges, beds, and backs. B. Select stone to produce pieccs of thickness, size, and shape indicated, lncluding detrails on Drawings. Dress jolnts (bed and vertical) straight and at right angle to face unless otherwise indicaled. C. Carefully inspect stone at quarry or fabrioation plant for oompliance witr requirements for appearance" material, and fabrication. Replace defective units before shipment, 1. Clean savved backs of stone to r€move rust etains and iron parlicles. D. Thickness of Stone: Provide trickness indicated, but not less than the 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 conditlons affecting performance. B. Examine subshate to verify that dovetail slots, inserts, reinforcemeni, veneer anchors, flashing, and other items installed ln substrates and required for or extending inlo stone masonry are conectly installed. C. Proceed with installation only after unsatisfactory conditions have been conected. 3.2 PREPARATION A. Clean dirty or stained stone surfaces by remoMng soil, 6tains, and foreign rnaterials before setting. Clean stone by thoroughly scrubblng with liber brushes and then drenching with clear water. Use oniy 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 stone is set. B. Sort stone before it is placed in wall to remove stone that does nol comply with requirements relating to aesthetic effects, physical properties, or fabrication, or that is otherurise unsuitable for intended use. C. Arrange stones with color and size variations uniformly dispersed for an evenly blended appesrance. ANCHORED STON=MAsoNRY VENEER 04431313-4 Oak Brook Gor Club PaJo Renovationノ ProieCt No,2018‐027 D. E. F. Set stone to comply with requirements indicated on Drawings. lnstall supports, fasteners, and other attachments indicated or necsssary to secure stone masonry in place. Set stone accurately in locations indicated with edges and faces aligned according to established relationships and indicated tolerances. Maintain uniform joint widths except for variations due to differenl stone sizes and where minor variations are required to maintain bond alignment if any. Lay walls with joints not less than 3/8 inch at nanowest points or more than 1/2 inch at wldes{ points. Provide sealant joints of widths and at locations indicated. 1. Keep sealant joints free of mortar and other rigid materials.2. Sealing joinE is specified in Division 07 Section loint Sealants.' lnstall embedded flashing and weep holes at shelf angles, lintels, ledges, other obstructions to downwardiowof water in wall, and wherc indicated. 1. At multi_wYthe masonry walls, including cavity walls, exlend flashing through stone masonry, tumed up a minimum of 8 inches, and exend into or through inner wythe to comply with requirements in Division 04 Section "Unit Masonry.'2. At concrete backing, extend flashing through stone masonry, tumed up a minimum of I inohes, 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. lnstalt metal drip edges beneafr flexibl'e flashing at exterior face of wall- Stop flexible flashing 1E inch back from outside face oJwall and adherc flexible flashing to top of metal drip edge. Place weeo holes and vents in joints where moisture may accx,rmulate, including at base of cavity walls, above shelf angles, and at flashing. 1. Use wicking material and vinyl weep holes/vents to form weep holes.2. Use wicking material to form weep holes above flashing in stone sills. Tum wicking down at lip of sill to be as inconspicllous:as possible. 3. Space weep holes 24 inches o.c.4. Trim wicking material used in weep holes flush with outside face of wall after mortar has set. lnstall vents in vertical head joints at the top and boftom of each continuous cavity at spacing indicated. Use vinylweep holes/vents to form vents. 1. Close cavities off vertically and horizontally with blocklng in manner indicated. lnstall through-wall flashing and weep holes above horizontal blocking. 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 1/2 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 12 inch in 40 feet 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 in 20 feet or 1/2 inch in 40 feet or more. Variation of Linear Building Line: For position shovvn in plan, do not exceed 1/2 inch in 20 feet or 3i4 inch in 40 feet or more. Measure variation from level, plumb, and position shown in plan as variation of lhe average plane of the face of each stone from level, plumb, or dimensioned plane. Varia$on in Mortar-Joint Thickness: Do not vary from joint size range indicated. Variation in Plane between Adjaceni Stones: Do not exceed one-half of tolerance specified for thickness of stone. ANCHORED STONE MASONRY VENEER 044313.13-5 D. E. F. G. H. 3.4 A. B. C. 35 Oak Brook Gor Club Palo Ren●●●lonノ P“ "ect No.2018‐ 027 INSTALLATION OF ANCHORED STONE MASONRY Anchor stone masonry to conorele with conwatod-metal venoer ancfiorE unless olherwise indicated. Secure anchors by inserting do\retailed ends lnto doveiail slots in concrete. Anchor stone masonry to unit masonry with individual wire veneer anchors unless olherwise indicated. Embed anchors in unit masonry morlar Joints or grouted c€lls for distance at least one-half of unit masonry thlckfless. Andtor Btone masonry to unit mssonry with wire ancfio6 unless olherwise indicated. Conned ancho6 lo masonry ioint reinforcement by inserting pintles inio elres of mesonry iolnt r€lntorcem€ni pEecling from unit masonry. Anchor stone masonry to unlt masonry with wire anciols unless otherwisB indlcal€d. ConnBct anchors lo masonry jolnt reinforcement with vortical rods insBrled lhmugh anchors 6nd through etes of masonry joini reinforcement projec-ting from unit lnasonry. Embed veneer anohors in mortar joints ot stone masonry al loast halfway, but noi less than 1-'l/2 inches, through stone masonry and with at least s/8-inoh covar on ouBide face. Space anchors to provide not less than 1 andlor per 2 sq. fL of wall area. hstall additional anchors within 12 inches of openings, sealant ioints, and perimeter al inlervals not exceeding 12 inche6. SBt stone in full bed of mortar with full head joints unless otheMise indicated. Bulld anc-hors into mortar Joints as slone is set. Provide 2lnch cavity b8tween stone masonry and backup consiruction unless olheMise indicated, Keep cavity free of mortar droppings and debris. 1. Slope beds toward cavig lo minimiza mortal protrusions lnto cavity. 2. Do nol attempt to tro!\rel or remove mortrar fins protrudlng lnto cavity. POINTING Prepare stonejoir surfaces for pointing with mortar by ,€moving dust and mortar particles. Where settjng moriar was removed to depths greater than sunounding areas, apply pointing mortar in layers not morc lhan 3/8 inch deep until a uniform depth is formed. Point stone,oints by placlng and compact ng pointing mortar in layers nol more than 3/8 inch deep. Compact each layer thoroughly and allow to berrme lhumbprint hard before applying next la)rer. Tool ioints, when pointing mort r is thumbprint hard, with 8 smooth jointing tool to produce the following joint profile: 1. Joint Profile: Concave. ADJUSTING AND CLEANING Remove and replace slone masonry o{ the lollowing description: 1. Broken, chipped, stained, or otherwise damaged stone. Stone may be repaired if methods and results are approved by Architect. 2. Defective joints. 3. Stone masonry nol matching approved samples and mockups. 4. Stone masonry not complying with other r€quirements indicated. Replace in a manner that resulls in stone masonry matching approved samples and mockups, complyrng with other requirements, and showing no evldence of Gplacement. ln-Progress Cleaning: Clean stone masonry as work progresses. Remove mortar fins and smears betor€ tooling.ioints. Final Cleaning: After mortar is thoroughly sel and cured, clean stone masonry as follows:ABCDEF36GHAB 37BC ANCHORED S■ONE MASONRY VENEER 04431313‐6D Oak Brook Go「Club Pato Renova∥on′Prolect No.2018‐027 'l- Remove large mortar particles by hand with wooden paddlG and nonmetallic scrape hoes or chlsels.2. Test cleaning methods on mockup; leave one.half of panel uncleangd for sompadson purposos. Obtain Architect 3 €pproval of sample cleaning beiore cleaning stons masonry,3. Protect adiacenl stone and nonmasonry surfaoes fom contact with cleaner by coveting them wlth liquid strippable masking agent, polyethylene film, or waterProof masking tepe.4. Wet wall surfaces with water before applying oleancG remo\re cleaner ptompty by rinElng lhoroughly with clear weter.5. Clean stone masonry rvith proprietary ecidic cleanor applied according to manufacture/s ldritlen instruc-tions. 3.8 EXCESS MATERIALS AND WASTE A. Excess Stone: Stack excess stone wher€ dlrected by Ownsr for O^ ner's use. B. Excess Masonry Waste: Remove excess cl6an masonry waste that cannol be used as fill, as described above, and other waste, and lsgally dispose of off Givne,'s property. END OF SECT10N ANCHORED STONE MASONRY VENEER 04431313‐7 Oak Brook Gor Club Pal.Renovalonノ Project No.2018・ 027 SECT10N 055213 P:PE AND TUBE Fυ uttNGS PART l‐GENERAL l.l RELATED D∝UMENTS A Dra面ngs,nd general pr●vlsions of he Contmct,induding Ceneral and Supplmentary cond∥ons and DMslon 01 Spe輛 o日 10n S画 ons,apply tO thls Section. 12 SUMMARY A Satton lncludes: 1. Sblnless Steel plpe and lube ra∥lngs 2 Steё l pip●●i:ingsおr repairs at demo:lshed guardra∥.13 000RDINAT:ON A Coordlnate s●lodon or shOp primers ttth top∞ats to be app!ied over them,Comply輛 th paint and ∞醐ng manuraclurerst wttbn re∞mmendathns to ensure ttat shop pimers ahd topcoats are compatble満 one anohei 3. Coordinate insta∥al●n of anchorageS fOr ralings.Fumish sttng d嗜 哺ngst templates,and directions for insta∥ing anchorages,induding sleeves,con口 ote:nserヽ ,ancho「bolls,and temsw輌 ぬ integra:anchors, that are to be ernbedded in∞ncrem o「masOnry,De∥ver such Lms to Roect gte i●lme for installa」on, C. Schedu!e installatlon so wa∥ahchmenヽ ere made only to∞mpleted嘔 !is.Do not support口 l∥ngs tempom■y by any means hatdo notsa,的 Smctlral perfomance ttquttmenお.14 ACT10N SUBMITTALS A Product Data:Forthe fO∥。哺ng: 1. Manufacturers prOduct∥nes of mechanlc●:ly∞nnected m∥ings 2 Ra∥ng bradKets. 3 Grclut,ancho∥ng cement,and paint products B. Shop Dra輛 ngs:lnclude plans,elevatlons,sectons,deta∥s,and attachments to other work C Samples:For each type of exposed inish required. l secuOns Of eaCh distnctly dilferent∥nearrallng member,including handralls,top ra∥s,posts,and balusters,includin9 1nlsh 2 Fittngs and brackets D Delegated‐Design Subm∥出al: Fo「rallings,including analysis data slgned and sealed by the qualined PrOfeSSiOnal engineer responsible f●「thei「preparaton :nclude・ 日 nite Glass・ analysis for giaZed Ouardra∥s for submission to the Cly of Chi●a9o Bu∥ding Depament l.5 1NFORMAT10NAL SUBMITTALS A QualiflcaJon Data:Fortestng agency. B. Welding ceincates c Prclduct Test RepOrts:Fo「pipe and tube ra∥ingsi for tests perfomed by a qualled tes∥ng agency・ ac∞rding to ASTM E 894 and ASTM E 935 D Evalualon ReportsI For postinsta∥ed anchorsl from:CC―ES PIPE AND TUBE RAILINCS 055213‐1 Oak Br●●k Gor Club PatO Reno"∥on′Project No 2018‐027 1.6 QUALrrY ASSURANCE A. Welding Oualinca∥Ons:Qual,pr●●●dures and personne:mrding to lЮ fol:owing: l AWS DllDl.lM,“Smctur31 WOlding cOde‐Stool." 17 DELiVERY,STORAGE,AND HANDLING A. Protect mechanical inishes on expo6ed Surraces frOm damage by applJng●8籠 ppable,temporary prolectve●ove∥ng befo70 Shipping 18 F:ELD CONDIT10NS A Fttd Measurements:Verfy aclual locatlons of walls and oher∞nstNabn∞n"uOus υ "th metalfab∥catons by fe:d measurementt before fab∥catOn PART 2‐PRODUCTS 21 MANUFACTURERS A Soun∞umlta」Ons:Obtain each堺 "of ra∥ ing ttm single souぃ ∞from single manurecttrer 22 PERFORMANCE REQU:REMENTS A Delegated Deslgn: Engage a qualHk」 professional engineer,as denned in sectlon 014000 0ua:ity Roquirements,・ to design rallings,;nduding ettbchment to bulld:ng∞nstuttn and 9:azlng pane!8 B Stucttlral Perfonttance: Rai:in98, inCluding amchment tO bu∥ding cOnstucuOn, sha∥ wllhstand he effects of 97auty!●eds and the lblloung bads and mttsses unttn limits and undeF COnd∥ons indicated: 1. Handmlls and Top Rails of Guards: a unrOrn 10ad of 50:b:′m (0 73 kN/m)app:led in any direcOoo b Concentrated lo3d Of 200 ibi(0 89 kN)app!led in any dire醐 on c unrOnm and conoentated loods need not be assumed to act oonctl●●ntly 2 1n輌 ∥of Guards: a Concentrated l●ad of 50 1b'(0 22 kN)app:led ho∥20nta∥y on an erea of l sq ft(0093 Sq m). b lnn∥load and other:oads need not be essunned to●ct●oncuren」y. 23 METALS,G[NERAL A Metal SurFaces,GeneraL Pronde mate∥ols wtth smooth surfeces,輸 out seam marks,ro∥er marks, ro:led ttde names,stains,dlscolo劇 ons,o「bl●mishes B Brackets,Flanges,and Anchors:Cast o「fomed metal of sameぃ Of matedai and inish es suppOrted ralis unless othettse lndicated l P“ ""de type of bracket wlth nange tapped for conceaied anchorage to threaded hanger bo:t andthat proudes l 1/2 inch(38‐mm)dearance from lnside face of handra∥to lnlshed wa∥surface 24 STA:NLESS STEEL A Tublng:ASTM A 554,Grade M「304 8 P,pe:ASTM A 3127A 312M,Grade TP 304 C Caslngs:ASTM A 743′A743M,Crade CF 8 D Plate and Sheet ASTM A 2407A 240M or ASTM A 666,い 304 PiPE AND TUBE RAILINCS 055213‐2 Oak Br●●k Golf C:ub Palo Renovalonノ P“Ject No 2018‐027 25 STEEL AND!RON A Tubing: ASTM A 500(oold fOmed)orASTM A 513 B Pipe:ASTM A 537A 53M,Type F o「Type S,Crade A,Standard VVettht(Schedu:。40),unless another grede and weight are required by stnJdurallo3dS C Plates,Shapes,and Bars:ASTM A 36rA 36M 26 FASTENERS A CeneraL ProMde the follo輌 ng: l Ungalvanized‐Steel Ra∥ings:P:ated steei fasteners∞mplyng Ⅷth ASTM B 633 o「Aヽ 1へ |`191, (ASTM F 1941M),Class FerZn 5 for」nc∞aung 2 Hot‐Dip Gal"nized Ra∥ngs:Type 304 stainless‐sted or hot‐dip」nc‐clDated Steel fasteners ∞mplying mth ASTM A 153rA 153M or ASIM F 2329 for2inC COalng 3 Proude expOsed fasteners ttth in:sh matching appearance,:nduding∞br and texture,of rallings. 4 Stain:ess‐Stee:Ral∥ngs:Type 304 gainless‐stee!fasteners B Fasteners for Ancho∥ng Raillngs t●Oher ConsmctOni se:ect fasteners of中 i grade,and class にqu:red to produce ∞nnecOons suitable for ancho∥ng ramngs tO Other types of∞n3mal●nindicated and capabl●of,Mthstandlng design loads. C Fasteners for lnterc●nnec∥ng Ra∥lng Components: l Pro宙 de concealed fasteners for inter●onn∝tng ra∥ng compOmnts and for etchingい om to 山 er work,unless ohettse indlcated 27 M:SCELLANEOuS MATER:ALS A Welding Rods and Bare Elnodes:se:ed according to AWS specllcatlons fo「metei a∥oy welded B Etching C:eanerfor Calvanized MetaL Complying wⅢl MP朧 5, C Calvani」ng Repar Paint Hth―zlnC‐dust‐●ontent paint complメ ng ttth SSPC‐Paint20 and compa∥ble wm paints specmed tO be used over l D Universal Shop P∥mer Fast‐cunng,lead_and chЮ mate‐free,universal modned.31kyd pnmer∞mplylng 哺 th MPlr79 8nd COmpatlble、輌th top∞at l Use p∥mer contahing pigments that make n eas∥y distinguishable from」nc‐nch prmer E Epoxy Zinc‐Rich Prmer cOmpl"ng哺 th MPi柁 O ond comp●lble輛 th topc●at F Shop P∥mer for Caivanized SteeL Plmo「fomulated for extedor use over」ncく oated metai and compatib:e wllh Flnish paint syslems indicated C lnternediate Coats and Topcoals:Prclvide products that comply、輌th seclion 099123"inte"o「Palnting・"Epoxy lntemediate Coat Complylng vnth MP!#77 and compaible幅 th p●mer and topco3t H Polyurehane Top∞at Comp:ylng哺 th MPl#72 and compatble輛 th undercoat L Bltuminous Paint Cold―app∥ed asphalt emulsion oompl´ng wth ASTM D l187′D l187M. J NonshHnk, Nonmeta∥ic Crout: Factory‐packaged, oonstaining, noncorrosive, nongaseous gr●ut comp:ying u"th ASTM C l1077C l107M Provide grout speclnca∥y recommended by manufaclurer for interior and exterlor applicatbns P:PE AND TUBE RA:L!NCS 055213‐3 28 Oak Brook Golf Club Palo Renw前 on′Proiect No 2018‐027 Anchoring Cement Factory-packaged, nonshrink, nonstaining, hydrgulic-conlrolled expansion oament formulalion for mixing with water at Proiect slte to create pourablo anchoring, patcfiing, and grouting compound. FABRICATION Goneral: Febricatg railings lo comply with r6quirBmenls indicatgd for design, dim€nsions, momber sizos and spacing, dotiails, finish, and ancfiorage, but not l6ss than that r€quir€d lo support structurel loads. Shop assemble rallings to greatest edent possible io minimize field splicing and $sembly. Disassemble unlts only as necessary for shipping and handling limitetions. Clearly mad< units for reassembly end coordinated installatlon. Us6 coflnections that mainlein shuctural velue of ioined pieces. Cut, drill, and punch meials daanly and accurataly. Removs buns and 6ase edges to e radius of epproximately 1/32 incrr (1 mm) unless othen^rise indicated. Remove sharp or rough 6r6as on exposed surfeces. Form wo* true to line and level with accurate engles and surfeces. Fabricate connections thal arc exposed to ut€ethor in e manner thal excludes wel6r. Provide vyeep holes where walor mgy accumulale. Cut, reinforce, drill, and tsp es indicatod to rBcelve fnlsh hedwere, screl^Is, snd slmilar items. Connections: Fabricate rallings with rtElded connections unless othenvise indicated. Welded Connections: Cope componenb at connedions to provide close fft, or use fitings dGigned for this purpose. Wdd all sround at connections, including at litlings. 1. Use materials and mothods thal mlnimize distortion and dsvElop 6trongth and conoslon rEistance of base metrals. 2. Obtain fusion wilhout undercut or ovsrlap. 3. Remove flux immediaiely.4. At exposed connections, finish exposed surtac6s smooth and blanded so no roughness shows after linbhing and welded surlace matches conlours of adioining surfacos. Form Changes in Direction as Follo$6: 1. By radius bends of radius indicated or by inserting prefabricated elbow fittings of radiuB indicelod. For changes in dirsction made by bending, use llgs to produce uniform curyature lor ea{fi ropetltive configuration r€quired. Maintaln cross sectlon of membor hroughout enllrB bend wilhout buckling, twisting, cracking, or otherwise deforming exposed surlac€s of compononts. Clos€ exposed ends of railing member8 with prBfabricsted 6nd fittings. Provide wall retums at ends of wall-mountBd handrails unless otheIwise indicated. Close ends of retums unless clearance between end of rail and wall is 1i.l inrh (6 mm) or le$. Brackets, Flanges, Fittings, and Anchors: Provide wall brackels, f,anges, miscellaneous llttings, and anchors to interconnect railing members to other work unleBs oherwise indicated. 1. At brackets and fittings fast3ned to plaster or $psum board partitions, provide crush-rcsistant fillers or other means lo transfer loads through wall finishes b struclural supports end prevent bracket or titting rotation and erushing of Eubstrats. Provide inssrts end other anchorage devices for connocting railings to @ncrete or masonry v\Drk. Fabrlcate anchorags devices capable of withstanding loeds imposed by railings. Coordinate anchorage deviceo wlth supportlng structure. Woven-Wire Mesh lnfill Panels (Altemate bid for Field House Guardrails TypG "A"): Fabricale inlill panels lrom woven-wire mesh crimped into 1 l)y 1/i by l/8 irrct' (2$by-13-by-3-mm) metal channel frames. Mske wire mesh and frames rrom same metal as railings in which they are installed. l. Orient wire mesh with wires horizontal and vertical. A.BCDE.FG.HKLNPIPE AND TUBE RA:LINeS _ 055213‐40M Oak Br∞k Golf Club Pa薔 o Renovationノ ProieCt No.2018‐027 2.9 STEEL AND iRON FINISHES A. Ca∥anized Ralings: 1, Hot‐dip galvanize indicated steel railingo・ inOluding hardwa“れafter fabncatiOn. 2. Comply輛 th ASTM A 123FA 123M for hot‐dip galVanlttd ra∥i●gs, 3. Comply with ASTM A 153rA 153M for hot‐dip galVanlzed hardwa". 4. F∥l vent and drain holes that are exposed in the lnished VVork, uniess indlcated to remain as weep ho:es,by plugging with zinc s●lder and lling cr srn●●h. B. For galvanized raittngS, provide hotedip galvani20d l繊 ngs, brackets, fasteners, sleeves, and other fer70uS COrn,onents. C. Fo「n,ngalvanizedttteel ra]ings,proⅥde nongalvanized ferous―meta1 luilng。・brackets,fasteners,and s:e●ves:however,galvanize anchors to be embedded in exterior concrete or rnasonry, D, Preparalion for Shop P"ming:Prepare uncoated fe"us・ ・rnetal,urFaces to complソ 輛詢 sSPCnsP 倒NACE No.3,“Commercial Blast Cieaning or sSPC―SP 3,"Power Tool Cleaningr Requirements as indicated below: 1, A∥ral∥hOs and guardrams in Fiё ld House#133,Corridor l腱 04・ East Bleachers載 216 and ropes ∞urse platFom outside Mul∥‐Purpose癬 202 and Ⅵewing#203: SSPC‐SP 6JNACE No.3, “cOm‐mercill BlaSt C!eaning. 2. A∥otherロ ュilingS and guardra∥s:SSPC卜 SP 3,'Power Tool Cleaning. E, P∥mer Applcalon:Appiy sh,pp∥mer to prepared surfaces of ra∥ingl unless othaη 嗜se indicated. Comply哺 th requl"ments in SSPc‐PA l,°ShOp,Fieid,Lnd Maintenance Paintng of Steet'for shop painttng,Plmerneed not beappliel tO Surfaces to be embedded in concrete o「masOnry. 1. Shop prime unooated rai∥ngs with universal shop p∥mer un:ess indlcated Or 2in●‐rich primer is spectted On Drau』ngs orin sec6on 099123・ Interlor Painting". 2. Do not apply p∥merto galvanLed surFaces. 2.10 STAlNLESS‐STEEL FINiSHES A. Remove to●:and die marks and siretch iines,or blend into lnish. B. Grind and pOlish‐surfaces to produce uniforrn・ direclionally textured:p。lished lnish indicated,free of cross scratches,Run graln ullh long dimensiOn of each plece。 C. Stainless steel Tubing Finishes: 1. 320‐GHt POlished Finish1 01‐ground:unifom,lne,direcJona∥y textured inish. D. Stainless Steel sheet and Plate Finishes: 1. DirecJonal Saun Finish:ASTM A 489ノ A480,No.4. E. When polishing is completedi passivate and rinse surFaces. Remove embedded foreign matter and !eave surfaces chemica∥y clean. PART 3‐EXECUT10N 3.l EXAMiNAT10N A. Examine pllster and gypsum board assembl;es,where reinforced to receive anchors,to ve∥fy that loca薔 ons of concea!ed reinforcements are elё a∥y marked for lnstaller`Locate reinforcements and mark locations if not already done. 3.2 :NSTALLAT:ON:GENERAL A. Fit exposed connections together to form tight,haiFline loints. B. Perforrn cutt:ngi d甫 ∥ing, and itting required for insta∥ing ral∥ngs. set ra∥ings accumtely in iocatlonl alignment,and eleVation:rneasured frOm estab∥shed lines and leveis and free ofrack. PiPE AND TUBE RAIL:NGS 055213‐5 Oak Brook Golf Club Pa饉 o Renova∥on′P●ect No 2018‐027 1. Do not w€ld, cut, or abrade surlaces of railing components hat are coelod or llnishad afler fabricaton and that are intended tor field connec'tion by mechanical or other means without turlher ortting or llttlng. Control of Conosion: Prevenl galvanic ac'tion and olhar Ioms of conosion by insulating metals and other materials ftom direct contact with incompalible materials. 1. Coat, with a heavy coat of bituminous paint, concaaled surfaces ol aluminum ihat are in coniact with grout, concrete, masonry, wood, or dissimilar metaE. Adiusl reilings beforc anohodng to ensure matching alignment at abutling loints. Fastening to ln-Placo Constructon: Use anchorage devices and fasteners Mrere necessary for seorring railings and for propgdy transfenlng loads to in-plece construction. lnslall relling gates bvel, plumb and secure for full opening without inierfer€nca. 1. Attach hardware using tamper r€sislant or concealed mBans. 2. Adjust herdwere for smooth operation. MILING CONNECTIONS Woldsd Connections: Use lully wBld€d ioinb for permanendy connecting railing components. Comply Mh requirsmont8 for $€lded connec-tions in 'Fabricalion' Article wtether welding is p€rformed in the shop or ln ths lield. Expansion Joints: lnsiall expansion ioints at locations indicated but not tar$er apart than requir6d lo accommodaia ihBrmel mo\rement. Provide slipjoint intomal sls€\its e)deMing 2 hrches (50 mm) b€yond ioint on elher slde, fasten intemal sleer€ secutely to ono side, and locate ioint within 6 inches (150 mm) of post. ANCHORING POSTS Form or core.drill holes not less lhan 5 rnches (125 mm) deep and 3/4 inch (20 mm) larger than OD of post for installing posb in concreie. Clean holes of loose meterial, lns€rt pos6, and iill annular space betrveen posl and concrats with nonEhrink, nonmstallic Arout or enchoring cement, mlxed and placed to comply with anchoring matetial manufacture/E written instluclions. Laave anchorage ioint exposed with enchoring material flush with adjacent surfece. Anchor posts lo metel surfaces with oval flanges, angle hp8, or foor tlpe as required by oonditions, connected to posts and to metsl supporting mBmbo6 es follov6:1. For steel pipe railings, weld flangas to post and boll io metal supporting sudaces. ATTACHING MILINGS Anchor reiling ends at walls with round flanges anchorod lo wall @nsiruction and welded to railing ends. Anchor railing ends to metalsurfaces with flsnges bolted lo metal surfaces and welded to railing ends. Attach railings to wall with wall brackets, except where end flanges are used. Loaete brackets as indicated or, if not indicated, at spacing required to support structural losds. Anchor to fully grouted concretB masonry units. Min 4' embed. Do nol adhere directly to sione venser. Securo wall brackets and railing end ffanges lo building construction as follows: 1. For concrete and solid masonry anchorage, use drilled-in expansion shields and hanger or lag bolls.2. For hollow masonry anchorage, use toggle bolts.3. For steel-framed partitions, use toggle bolts instelled through llanges of steel lraming or through concealod steel reinforcements.CF33B 34 35AABC PIPE AND TUBE RA:L!NGS 055213‐6 Oak Brook Gor Club Palo Renovaronノ ProieCt No.2018●27 3.6 ADJUSTING AND CLEAN:NG A. Touchup Painlng:lmmediately aner erect10n,ciean l●ld welds,bolted connoctiOns,and abraded areas oF shop paint,and Paint elpOsed areas Ⅵ膚th the same rnaterial as used for shop paintng to comply、″ith SSPC‐PA l requirements fortouching up shop_painted surfaces. 1.Appけ by brush or spray to prO哺 dea mmimum 2,0‐m織 (o.05‐mm)dry輌 im thi●kness. B. Calvanized Surfacesi c:●an fleld welds,‐bolted oo■necttons,and abraded areast and repair galvani」n9 to∞mply哺 h ASTM A 780rA 780M. c. Clean and po∥sh glass panels.Wasl both eXposed surfaces in each area oF ProleCt nOt more than fOur days before date scheduied forinspections that establlsh date of Substanlal Completion, 3.7 PROTECT10N A. Protect lnishes of rattngs from damage during oonstrucJon perlod with temporary protecuve cOverings approved bソ raittng manufacturet RemOVe protedlve covettngs at ume of substanual cOmple10n. END OF SECT10N PiPE AND TUBE RAILINGS _ 055213-7 Oak Brook Go!f Club Palo RenOVa∥on′Pro10ct No.2018o027 SECT10N 105300 PER∞LAS PART l‐GENERAL l.1, SECT:ON INCLUDES A, Struttral Pergola Components. 1.2. RE臥 ■O SECT:ONS A. Div:sion 031 Castin Place Concrete: Bo Division 09:Paint and stain lo:d appiied ttnish. C. Diusion 261日 eCt∥Cal work attached to or concealed wlthin pergola components, 1,3. REFERENCES A. ASTM E 84 Standard Test Method for SurFace Buming Chamctelslcs of 8unding Mate"als. B. ASCE 710 Amencan sOciety Or civ∥Engineers:Minimum Design LoadS fOr Bu∥dings and oth●rsm』cttJres, 1,4. DES10NPERFORMANCE REQU:REMENTS A. Design membe"to wlhstand wind iOads in accordance」th ASCE 710 and applbabie code. B. Deslgn perOda for required a∥owable gκ 》und snow ioad in accOrdance wnh the applicable code` C. DeSign per90:a in acoordance ttth applicable fre oodO and prOvide dab on ASTM E 84 testtng perfomance. 1.5. ACT:ON SUBM:TTALS A. Product Data: Manufaclure/s data sheets on eadt producl to be used, induding: 1. Product specificaton sheets.2. lnstallationlnstructions. B. Shop Drawings: For full pergola system. lnclude plans, elevations, sections, full-size delails, and attachments to other work. lndicate assembly dimensions, locations of structural members, connections, site & project speclfic construction details, anchorages and method of anchorage, and method of inslallatton. C. Selection Samples: For each finish pmduct speclfied, two complete sets of color samples representing manufacturer's full range of available colors. D. Verification Samples: For each finish product specified, two samples representing actual product and color. E. Delegated-Design Submittal; For Pergola System indicated to comply with performance requirements and design criteria, provide analysis data and shop drawings signed and sealed PERGOLAS 105300 - 1 Oak Brook Goif Club Pa」o RenoVationノ ProieCt No.2018o027 by the qualiFled professional engineer responsible for heir preparattOn. Anaiysis to inc:ude column post base reactions to venfy capacity oFexiSIng oomposite slab. 1.6. QUAL:TY ASSURANCE A. Manuracturer Qua:incattons:Single source mandhcturerfor design,engineeing,stttmに ねb∥caOoni and shipp:ng・ Bo instal:erQual縮 瞬洒ons:Fam∥arwtt manuFacturers smchlos and insta∥aton techniques. 1.7. DELiVERY,STORAGE,AND HANDttNG A. A∥packages and pal:ets should be opened andlnSpededわ rhidden damage upOn鴫 。。ipt,Any missing Or damaged components should be n輸 弱on the d●∥very recelpt tth he catter befo腱 accepting he shipment. 3. Repackage compOnents and carerully stOre ln an area proteは ed iOn the weather untilready for installatlon_ C. Handle mateda:s so as to proteCt materia:s,∞attngs,and lnishes du"ng ttmnsPomti。●and irlsta::ation to pttvent damage or staining, 1.8。 SEQUENCING A. Ensure ttat boting:●calon Plans and otherinfomlon requl耐 for insta:la“on oF products orttis slctiOn are fumished tO arected trades in lme to preventintemption Ofconstru面 on pttresS` 8. Ensure ttat products ofthis sedion are supp:ied toゴ httd trades in lme to preventintmption oFwilttNdion pr09ress: 1,9。 WARRANTY A, Provide manttctuttrs wa“nles,aS apprOPttate,for a:l pergoia∞mponents,canopy systems= ●ld lnish coaungs. 1. 10 Year∞mmercial waranty on Trex Per9da ce∥uhr Pvc PergdaS・ PART 2 PRODUCTS l.1. MANUFACTURERS A. Basis of design Manufacturer SmcturewOrks Fablca」On,exclusive manttcturer of Trex Pergo:a,which is located at:3300 Dili Smith DI:Fredencksbur9,VA 22408 877.489.8064,infoOst“ctureworkttb。∞m,…。stn」ctureworksfab.∞mB. Approved equJ suり eCt tO∞mp∥ance with requirements. 1_2. MATER:ALS A. Provide per9oia tO the overa∥sizes and∞n19uraJon indicated on the Drawings. B. A能 ,Chment Method, 1. AuaChed tO hOst smcture●omposite deck at base of oolumns using manuracturers standard method and∞mponents for cOnnedion to a∞ncrete siab.ModiFy mehod and ∞mponents as necessary per Delegated Des19n analysis. C. Column Setedon PERGOLAS 105300‐2 Oak Brook Goif Club Pago Renovattonノ ProieCt No,2018‐027 1, Fiberglass 10"x10'x8'High Squatt Straight cOlumn with TengonRod Mounung System, 0, Bean CO●ponent Setection. 1. 3ツ ダス9%J Aluninum Reinforoed celiular PVC.Co雨 gura“on and overhangs as s櫛 。n drawinos. E. Ra■3rCOmponentSeledon. 1. 11/2"x7・ /4"Aluminum Reinfottd Ce∥u:ar PVC,ConnguratiOn and ovettangs as shown on drawings. Fo Stringer cOmponent Seledion, 1. 1%'xl%"Solld Cemular Pvc.Con19uration and ovemngs as shOwn on dra哺 ngs. G. Hardware:A∥exposed hattre to be stainless steel or aluminum. H. FaSteners and AccessoriesI Provide a∥neぃ saly fasteners and accessOries required ibr fabricalon and erection.Provide mnufacturett standard cOrosion‐resistanti nonstaining,nonb:eeding Fasteneド and accessoHes∞mpattble輌 th adiacent mate∥als: :. Pmvide insect screens at all openings:n per9da framing, 1.3. FiNiSH A. Provideヨ l pe79da∞mponents(oolumns,beamstrate僣 ,and s∥ngeお )with CObttast Process lnish coating epplied. PART 3 EXECUT:ON l11. EXAMiNAT:ON A, Do not begin instama∥On un薔 l suppoding structures have been pЮ pedy prepared, 3. inspect exislng∞mposne deck tO suppol pergoia pお orto fabncalon,cOmm deckisin acceptable ∞ndl:on forinsta!lation of per9o:a.Notify Architect or unsatisfactory∞ndi∥ons before proceё ding・ 1.2, PREPARAT10N A, Clean component surFaces thoFOughly priortO instana∥On. 1.3. INSTALLAT:ON A. lnstal!ln accordance with manufacturers instructions. 1. SurFace Mount On Exlstlng Concrete Siabi Surface∥vunt unitS On exisung cOncrete siab as indicated in the instal:ation instructions,Concrete sha∥confonn to section 03300。 2. Ancho「bolts for surFace mOunted units shall be a∝urately set using manuFacturers instructions. 3. Do notinsta∥damaged COmponents. A. Metal Protection: 1, VVhere alunlinum is in oontaCt Wl■l dis●im∥ar rnetals:protects against galvanic aclion by painlng∞ntact surfaces with mate∥als re∞mrrlended by manufactuttr forthis purpose o「 instal∥ng nonoonductive spacers, PERGOLAS 105300‐3 Oak Br00k 00r Club PaIO Renovation′ProieCt N。.2018‐027 2. Where Juminum t h∞ntad wh∞nmte or masonり ,pmtect agamtt comdOn by painting contact surFace wh bituminous paint. B. insta:icomponen“sp:umb and mein a:ignment wih existing bunding and loo「leve:s` C∞rdinate inStalla10n wlth ex!鮒 ng p●lo,itCh and make necessary adiustmen、to ensure proper a∥gnme●of the pergola and individuai pe電 ola components. 1 4i CLEANING A. Clean a:i surFaces and restom any πl●劇 SurFaces to ongina1 00oditons as approved ly the AttM. 1.5。 PROTECT:ON A. Proted hsta∥ed ProdudS un働 ∞m口 euon●f proiect. B. Touchup,repal『:o「rep:ace damaged produCtS befOre Substantia:Complelion. END OF SECT,ON PERGOLAS 105300‐4 Oak Br∞k Gor Ciub Patio Renovatton′Pmiect No。2013‐027 SE田 ON 231123 FAC:日 TY∥ATURAL・ GAS P:PING PART l‐GENERAL l.l SUMMARY A, Seclion lncludes: 1, Pipesi tubes,and Ftttl■9s、1 器1::憫 認寵id面 ng matenふ 4. Valves. 5, Pressure regu!ators. 1.2 PERFORMANCE REQU:REMENTS A, Minimum OperatingoPressure Ralngs: 1. PipinO and Va:ves:100 psig>min:mum unloss oね erwise indicated. 2, Service Regulatos1 65 psig minimum un:ess othettse indicated, 3, Natural‐Cas System pressure within BJ●ingS:less han O.5,ぶ g. 1.3 ACT:ON SUBMITTALS A. Prodlct Data:For each upe of productindlcated= B. Shop Drawings: For faclity natural‐9,s piping layout include plans, piping layout and elevations:sectionsi and detalls for fabrication of pipe anchorsi hangers,supports for multiple 」賢雷L削 腫轟駆1:砕 』瑞肥都:鳥 andわ・pSI md amttments J h●銘me b bttd鴫 、ent guides,and expansionioints and loops.°柵 榊 1嶼 暫舗欄 騨酬 叩肥 躍明 1, Deta∥fablCatiOn and assembly or seismic restraints. 2. Design CalCula10●s:Calculate requirements for selecting seismic restraints. 1.4 1NFORMAT10NAL SUBMITTALS A, Welding certincates. B. Field qua∥t■control reports. FAC:L:TY NAttURAL―GAS PiPING 231123‐1 _ Oak Brook GorClub PaJo Renovalon′Proiect No。2018427 1.5 CLOSEOUT SuBM:TTALS A. Opem10n and maintenance data, 1.6 QUALiTYASSURANCE Ao Steel Suppott Welding Qua∥1“薔ons: Qua∥″ procedu“s and personnel acoording to AWS Dl.llDl.lMI"Stttcturai Welding Code_steel.・ B. Pipe Welding ouolmcatiOns:Qualify procedures and operatOrs according to ASME Boiler and Pressure Vessel code. C. EI●ctrical Components=De,ces,and Accessories:Listed and labe:ed as deFlned in NFPA 70, by a qualined testing agency,and inarked lbrintended locatiOn and applica∥on. PART 2‐PRODuCTS 21l PIPESi TUBES・ AND F:TTINCS A. Steel Pipe:ASTM A 53/A53M,bllok steei,Schedule 40,Type E or S,Grade 8: 1, Ma∥eable‐lron Threaded Fitings:ASME B16.3,Class 150,standard pattem` 2, Wrought‐Steel Welding Fmings: ASTM A 234rA 234M for butt welding and sOcket we:ding, 3, UniOns:ASME B1639,Class 150,ma∥eable irOn朝 th brass‐七百ron seat,9rOund iOint, and threaded ends‐ 4, Protective Coa∥ng for undergrOり nd Plping:Factory‐app!ied,thtte‐:ayer ooatng of epoxy, adhesiVel and PE: a. 」oint Cover Kits:Epoxy paint,adhesive,and heat‐sh∥nk PE sleeves. 2.2 PIPINO SPEC:ALTIES A. App∥ance FleXible Connectors: 1. indoor,Fixed‐App∥ance Flexible Connectors,9omply with ANSI Z21,24. 2. lndoor,Movable‐Appliance ttexible Connectors:Comply with ANSi Z21.69. 3. Outdoor,App∥ance Flexible Connectors:Oomp!y Ⅵath ANSI Z21.75. 4. Corugated stain:ess‐steel tubing with pol、″ner coaling。 5, Operating‐Pressure Ratin9:0,5 psig. 6. End Filings:Zinc“ated steel, 7. Threaded Endsi Comply with ASME Bl.20.1. 8. MaXimum Length:72 inches B. Qul●k‐Discoinect Devicesi Comoly vИ h ANSi Z21.41. 1. Copper‐a::oy conVOnienCe out:et and matching plug connector. 2. Nitrile seals. 3. Hand operated with automatic shutoff when disconnected. 4. Forindoo『or outdoor applications, 5. Adiustable,retractabie restraining cabl●.FACILilY NATURAL‐GAS P:P:NC 231123‐2 Oak Br●●k Gor C:ub PatO Renovationノ pr●lect No 2018‐027 23 」OINING MATERIALS A Jolnt CompOund and Tape:Suilable for natura1 9es B Weld ng F∥er Melals:Colnply輛 th AWS D10.12′D10,12M for welding matenals apprOpnate fOr wallthtkness and chemical ana;ysis or steOi Pipe being ttded C Bmang F∥o「 Meta:s: A∥oy wth melJng point greater than 1000 de9 F COmpぃ ng ttth AWS A53/A58M Bra」ng all●ys conteining more ttan 0 05 percent phOsPhorus are pr●hiblted 24 MANUAL CAS SHUTOFF VALVES A See ・ Underground Manual Gas Shutoff Valve Schedule・ and ・ Attvegrclund Manual Gas Shuloff Valve Schedul●"メ V■oles for where eech vo veぃ e lS app∥ed in va"ous s●中 "ces B General Requirements for Meta∥ic Valves,NPS 2 and Sma∥er Comply“″th ASME B16.33. l CWP Raing:125 psig 2 Threaded Ends:Comply wlth ASME B1 20 1 3 Drysea:Threads on Flare Endsi Comply爾 th ASME 31.203 4. TamperpЮ of Fealure:Locking feature for vaives indicated;n"Underground Manual Gas Shutoff Vaive Schedule" and "Aboveground Manua1 0as ShutofF Valve Schedule・ Arhdes 5 Listing:usted and labeled by an NRTL acceptable to authottes haung iuisdiCtlon for valves l inch and sma∥er 6. SeM●●Ma漁 : Valves l‐14 inches to NPS 2 sha∥have in∥als ttVOG" perrnanenty marked on valve body. c One‐Piece,Bron2e 3a∥Valve wlth Bronze T∥m:MSS SP‐110. 1 3odメ Bronze,∞m口 ,ng輌 h ASTM B 584 2 Ba∥:Chmme‐plated brass 3 Slem:Bronzei blowout prod 4 Seatsi Reinforced TFE:blowout p●of 5 Packlng:Separate packnut wlth attuStable‐stem packing threaded ends. 6 Ends: Threaded,lared, or socket as indicated in "Underground Manual Cas Shutoff Valve Schedtlle'and"Aboveground Manual G●s ShutofF Valve Schedule"Articles 7 CWP Ratlng:600 psi9 8 Listtng:Valves NPS l and sma∥er sha∥be∥sted and labeled by an NRTL acceptable to autho∥∥es haungiudSd面 on 9 Servi●e:Suitable for natural‐gas service哺 th'WOG"indicated on valve body D Tw∝Piece,Ful:‐Port,Bronze Bali Va!ves vⅥth BrOnze Tnm:MSS Sp_1lo l Body:Bronze,∞mplylng with ASTM B 584 2 Ba∥:Chrom■plated bronze 3 Stem:B「onzei blowout prooi 4 Seats:Reinforced TFE:blowout procF 5 Packing:Threaded‐body packnut deslon ttth attustable‐stem packing 6 Ends:Threaded,lared,or socket as indicated:n・ Underground Manual Gas Shutoff Valve Schedu:e"and・ Aboveground Manua:Gas ShutofF Valve Schedu:●・ A両 oles 7 CWP Ra∥ng:600 psig 8_ Lis,ng:Valves NPS l and sma∥er sha:lbe∥sted and:abeled by an NRT■acceptable to authoHttes having lunsdicJon 9 Servlce:Suitable for naturalっ as service with"WOG"indicaled on valve body. FACILITY NATURAL‐GAS PIPING 231123‐3 Oak Brook Golf Club Patio Renovation / Prolect No. 2018"027 E. T$o-Piece, Regular-Port Bronze Ball Velves with Bmnze Trim: MSS SP-110,1- Body: Bronze, complying wlth ASTM B 584.2. Ball: Chrome-plated bronze.3. Stem; Bronzs; blowout pfoof.4. Seats: Reinforced TFE.5. Ped(ing: Thrcaded-body packnut design with adjustablo-stGm packlng.6. EndB: Threaded, flared, or sockel Bs indicated in "UndBrground Manual Gas Shutoff Valve Schedule' and 'Aboveground Manual Gas Shutofi Valve Schedule' Arichs.7. CYtP Retlng:600 psig.8. Usting: V€lves NPS 1 and smaler shall b€ listed aM lebelod by En NRTL ac@ptable to authorities having iurisdiclion.9, Service: SuiEble for natural{as seMce with WOG" indic€ted on velve body. F. Bronze Plug Valves: MSS SP-78.'1. Body Bronze, complying with ASTM B 584.2, Plug: Bronze,3. Ends: Thr€aded, socket, as indtcated in 'Underground Manual Gas Shuloff Valve Schedule' Bnd 'Aboveground Manual Gas Shutoff Valve Schedule' Articl6s.4. Oporator: Square head or lug tlpe wlth tamperproof featurB where indicated.5. Pressure Class: 125 psig. 6. Listing: Valves NPS 1 and smaller shall be listed and labeled by an NRTL acceptable to authoritiBs hevlng juri6dicton. 7. Service: Suitable for natural{as service wih "!vOG' lndicated on valve body. G. Valva Boxes: 1- Castlron, lwo-section box.2, Top section with co\rer with "GAS' lettering.3. Bottom section with base to fit over valve and banel a minimum of 5 inches in diameter.4. Adjustable castlron exienslons of length requlrsd for depth of bury.5. lnclude tee-handle, steel operating wrenctl with socket end fitting valve nut or flat head, and with stem of length required to operate val\re. ?.5 PRESSUREREGULATORS A. GeneralRequirements: 1. Single stage end suitable for natural gas. 2. Steel jacketand conosion-resislant mmponents.3. Elevationcompensator.4. End Connections: Threaded fol r6gulators NPS 2 and smaller, B. Line Pressure Regulators: Comply with ANS|Z21.80,1. Body and Diaphragm Case: Cast ircn or dis-casl aluminum.2. Springs:Znc-Platedsteel:interchangeable.3. Diaphragm Plate: Zinc-plated steel. 4. Seat Disc: Nitrile rubber resistant to gas imPurities, abrasion, and defomation at the valve porl. 5. Orifice:Aluminum;interchangeable.6. sealPlug:Uttraviolet-stabilized,mineral-flllednylon.7. Single-porl, self-contained regulator with oririce no larger than required al maximum pressure inlet, and no pressure sensing piping extemal to the regulator. 8. Pr€ssure regulator shall maintain discharge pI€ssure setting downstream, and not exceed 150 percent of design discharge pressure al shutoff. FACILITY NATURAL-GAS PIPING 231123 - 4 Oak Brook Golf Club Patio RenovaJonノ ProieCt No.2018」027 9. Overpressure protedion Devicel Factory mounted On pressure ttgulator. 10, Ahospheri,Vent Factory‐o『loldJnsta∥edi stainless・ steel screen in Opening if not connected to vent piping. C.App∥ance Pressure RegulatOrs:Comply with ANSi,Z21118. 1. Body and Diaphragm Case:Dierast aluminum。 2. Springs:Zinc"plated steel:interchangeable. 3. Di●phttm Piate:zinc‐plated sね OL 4. Seat Disc:NI輌 le rubber. 5. Seal P:ug:Ulraviolet‐sLbliZed,minemlJttled nメ on・ 6. Factory‐Ap口 ied目 雨sh Mhimum three‐byer polyester and poiyuremane paint l雨 sh. 7. Regllator may include Velt limitng deVil●,い Stead Of Vent conne面 ol,1●pproved by authodties having iuriSdiCliOn. PART 3‐EXECUT:ON 3.1 0UTD00R PIPING INSTALLAT:ON A. Comply with the intema∥onal F●el Cas Code forinstalla懸 on and purgin9 oF natural.gas piping` B. hstall underground,natura19asロ ロng b師 ed ati■st 36 hches bebw ttnに hed grade,Com口y with requirements h Sectio1 312000° =atth Movhg・ for excavalng,tenching,and backn∥ng。 1. !r natura卜 gas p:ping is insta:led :ess than 36 inChes below lnished gttde,instal: it in contalΠ ment conduit, C. insta∥underground=PE,naturalっ 。S piping accordino lo ASTM D 2774. Do Stee:Piping"ith Protective Co●Ingl l. App:yi。lnt cover kits to Plpe afterioining to covet seal,and prOtectiohtS・ 2. Repair damage to PE coating on p:pe as recommended in wttting by protectiVe coating manuracturer. 3. Replace pipe having damaged PE∽ating with new pipe. E. COpper Tubing with ProtecJve COalng: 1. Appり ldnt¨Ver tttS overtuЫ ng to cover,seJ,and protedidnts. 2. Repair damage to PE coating On pipe aS“●。mmended in wrling by prOtective coating manuFacturer. F. lnsta∥nttingS for changes in direction and branch●onnections. 3.2 1ND00R P:PiNG:NSTALLAT10N A. Comply with the:ntemalonai Fuel Cas Code fO「installation and pur9ing of natura卜 gaS piping. B` Drawing plans:schemalics,and diagrams indicate generailocalion and arangement of piping systems.lndicated locationS and arangements are used to size plpe and calculate friction loss, expansion, and other design considerations. :nstali plping as indicated uniess deviations to layout are approved on Coordination Drawings. FACILiTY NATURAL‐CAS PiPlNG 231123‐5 Oak Brook Golf Club Patio Renovatlon / Projeot No. 2018-027 C. Anenge for pipe spaces, chases, slots, sleeve6, and openings in building structure during progress of conslruction, to allorr, tor mechenlcel installations. D. lnsbll piphg in concealed locatlons unless otherwise indlcated and except in equipment rooms and service areas. E. lnsbll dping indicatod to be exposed and piping in equlpment rooms end seMce aress at dght angles or paralhl to building wells. Dlagonal runs ar€ prohibited unlesE speclfically indioated otherwise. F. lnstell plplng above accesBlble c€ilings to allow sufficient space for csillng panel removal. G. Locate vahres for 6asy access. H. lnslall netural-gss piping at uniform grade of 2 percent down toward drip and sediment traps. l. lnstall piping free of sags and bends. J. hstall flttlngs for changes in direction end branch connections. K. Vedfy flnal equlpment locations for roughing-in. L. Comply with requirements in Seclions spacifying gas-fired appliances and equlpmenl for rowhing-ln requlrements, M. Drips and Sadiment Traps: lnstall drips at poinE where condenaate may collect, including service-meter outleb. Locat6 where accssslble to p€rmit clsanlng and emptying. Oo not instsll where condensate is subiect to treezing. 1. Construct drips 8nd sediment traps using tee fttting with bottom outlet plugged or 6pped. Use nipple a minimum length of 3 piPe diametsts, but not less than 3 inches long and same size as connected PiPe. lnstall wiih space below bottom of dtip to remove plug or caP. Extend relief vent connBctions br seNice regulators, line regulators, and overPressure prolection dovices io outdoors and lerminato wilh westherPoof vent cap. Conceal pipe installations in walls, pipe speces, utility spaces, above ceilings, below grade or floors, and in floor channels unless lndicsted to be exPosed lo view. Use eccenkic reducer fittings to make reductions in pipe sizes. lnstall littings with level side down- Connect branch piping from top or slde ol horizontal piping. lnstall unions in pipes NPS 2 and smaller, adjacent to each valve, at final connection to each plece of equipment. Do nol use natural-gas piping as grounding electrode. lnstall strainer on inlel of each line-pressure regulator and automatic or eleclrically operated valve. lnstall sleeves for piping penetrations of walls, ceilings, and floors. ComPly with reguiremenb for sleeves specified in Section 230517 'Sleeves and Slee\re Seals for HVAC Piping.' FACITITY NATURAL.GAS PIPING 2s1123 - 6N0PU Oak Brook Golf Club Pslio Ronovalion / Project No. 2018-027 V. lnshll sleeve Eeals tor piplng p€netrations of concrote walls and slabs. Comply with rBquirements for sleeve seals specmod in Section 230517 'Sleews and Sleeve Seals for HVAC Piping.' W. lnsbll esculcheons for piping penetrations of $rells, ceilings, and floorg. Comply wilh requir€ments for esoutcheons specified in SBction 230518 E8cutcheons for HVAC Piping," 3.3 VALVE INSTALLATION A. lnsiall manual gas shutoff valve for eech gas applienc. ahead of conugated stainless-steBl tubing or copper connector. B. lnstall underground vahres with valve boxes. C. lnslall regulators and overpressure prolection devices with maintenance access Bpace ad3quste for seMcing and testng. D. lnstall earthquake valves aboveground outslde buildings according to ll6tng. E. lnstall anode for metallic valvgs in undeEround PE piping. 3.4 PIPING JOINT CONSTRUCTION A. Ream ends of pipes and tub6s and rBmove buns. B- Remove scale, shg, dirt, and debrls from inside and outside of pipe and fittings before asssmbly. C. Threaded JolnB: 1. Thread pipe wlth tapered plpe threads complying with ASME 81,20.1 .2. Cut threads full and clean using sharp dies.3. Ream threaded pipe ends to remove buns and restore full inside diameter of pipe.4. Apply appropiate tape or thread compound lo extemsl pipe threads unless dryseal threading is specllied.5. Damaged Threads: Do not use pipe or pipe Rttings with lhreads that are conoded or damaged. Do not use pipe sections that have crscked or open welds. D. Welded Joints: 1, Construcl ioints according to AWS D10.12ID10.12M, uslng qualmed processes and weldlng operators.2. Bevel plain ends of steel pipe.3. Paleh lactory-applied protecti\re coaling as recommended by ftanufacturer at {ield welds and where damage to coating occurs during construction. E. Brazed Joints: Construct joints according lo AWS'S 'Brazing Handbook.' "Pipa and Tube" Chapter. F. Flared Joints: Cut tubing with roll cutting tool. Flare tube end with tool lo result in flare dimensions compllng with SAE J513. Tighten finger tight, then use $rench. Do not overtighten. FACILITY NATURAL‐GAS PIPlNG 231123‐7 Oak Brook Gor C∥b PatO Renovalonノ ProieCt No.2018‐027 G. PE Piping Heat‐Fusion Jointsi Clean and dry,oining surfaces by Ⅲping with dean cldh or papertOwels Join eCCording to ASTM D 2657. l Phin‐End Pipe and日 綺ngs:Uso but fusion 2. Plair卜 End Pipe and Socket Fttings:Use so●ket fusion 35 HANGER AND SUPPORT:NSTALLAT:ON A insb∥selsmic restralnts on plping Comply wlth reqじ irements for seismbrestraint devbes speclled in Seclon 230548 Wibraton and Selsmio Cont●ls for HVAC・ B Comply、■th requirements for pipe hangers and supp●お specmed in sttOn 230529・ Hangers and suppott for HVAC Plplng and Equipment." C insta∥hangers for hoHzontal steel piping ttth the follo輛 ng maxlmum spadng and minimum rod sizes: l NPS l and Smallec Maximum span,96 inches:minimum rOd s睦 ,318 inch 2 NPS l‐174:Maximum span,108 inchesi minimum rod size,3/8 1nch 3 NPS l‐1/2and NPS 2:Maximum span,108 inchesi minimum Юd s120,378 inch D. install hangers for ho120nta:,corugated Stainless‐steei tubing哺 th the foilowing maximum spadng and minimum rod si2eS: 1. NPS 3/8,Maximum span,48 in●hes;mlnimum rod slze,3/8 1nch 2. NPS1/2:Maximum span,72 1nChes:mlnlmum fod s睦 ,3r8inch 3. NPS 3/4 and Larger Maximum span,96 inChes:ml●imum rod size,3/8 inch. 36 CONNECT10NS A. Connectto u」lい gaS main accord;ng to u薔 ∥νs proCeduresand requirements 8 1nsta∥ natural‐gas piping electnca∥y conttnuous, and bonded t● 9as appliance equipment grounding●onductor ofthe circuit powe∥ng the appliance according tO NFPA 70 c insta∥plping adlacentto app∥ances to a∥ow seMce and maintenance of appliances D. COnnect piping to app∥ances uJng manual gas shutor valves and unions :nsta∥valve“athin 72 inches of each gas‐fred appliance and equipment insta∥ union belween va!ve and app∥ances o「equipment E Sediment Traps:lnsta∥tee n樋 ng、●th capped nipple in bottom to f●●nd"p,as close as pracucal to inlet of each app∥ance 37 LABELING ANDIDEN F:FY:NG A Comply wlth requl「ementsin Secton 230553"ldenuncauon fOr HVAC Plping and Equipment"for piping and valve ldentttcati●nB lnstall detectable warnlng lape direct:y above gas ,iping, 12 inChes below inished grade, except 6 inches below subgrade under pavements and siabs FACILITV NATURAL‐GAS PIPING 231123‐8 Oak Brook Gor Club Patto Renova∥onノ ProieCt No.2018‐027 3.8 FiELD QUALITY 00NTROL A, Testl inspect,and purge namra!gas according the intema∥Onal Flel Gas Code and authorilies having:uriSdlCtion. B. Natura卜 gas p:pino wi:i be considered deFective r it does not pass tests and inspecliOns. C. Prepare test and inspedion reports. 3.9 0UTD00R P!PING SCHEDULE A. UndettrOund natura卜 gas pipino sha∥be one ofthe fo∥o■哺ng: 1. PE pipe and l価 ngslolned by heatfuSon:settceJine ttsers輔 h tracer wire teFninated in an accessible location. 2. stell lipe 珈囃h urought‐steel ntti・ 9s and welded iointS, COat pipo and Fltlings with prOtective∞a∥ng for steelロ ロhO. 3. Annealed‐temper copper tube wih wrought‐oopper ttngs and brazed iointS, COat pipe and nttlngs wim prOtective∞al19 for coppertubing. B, Aboveground natumlっ as piping sha∥be one ofthe fol!o哺 ng: 1. Steё l pipe軸 malleableJrOn l籠 ngs and thttadediointS, 2. Steel pipe朝 th wrouohteSteel偶 籠ngs and WellldiOin●.3. Annealed‐temper coppertube口 th Wrought4opper l量 ings and bttzedidnts. C. Containment Conluni steel pipe wth wrought‐steel nttings and weided iOints.cOnt lipe and 何ttings with prOtedve coalng for steel piping. 3.10 :ND00R PIPiNO SCHEDULE A. Aboveground,branch piping NPS l and sma∥er sha∥the fo∥oⅧng: 1. Steel plpe輛 th maiieableJ「on l側 ngs and threadedioints, 8. Aboveground,disttbution piping sha∥be one ofthe fo:lowing: 1. Steel pipe with ma∥eableJ「on lttings and threadediointS. 2. Steel pipe with w「ought‐steel何 憤ings and welded iointS. C. Underground,below building:piping sha∥be One Ofthe following: 1. Steei pipe with mameabielron l敏 ihgs and threaded iOints. 2. Stee:pipe with wrought‐stee1 ltings and welded iointS, D, Containment Conduit Steel pipe with wrought‐stee1 1樋 ngs and welded iOints,Coat pipe and nttings v輌 th protective coating for steel piping. E. Containment Condun vent Pl,ingt steel pipe with malleableJron l織 inoS and threaded or wrough卜 steel輌 “ hos wlh Welded iointS Coat underground pipe and ltings with protective coating for steet piping. FACIL:TY NAttURAL―GAS P:P:NG 231123‐9 0日 k Br00k Go「Club PaJo RenoVa∥onノ ProleCt No(2018・ 027 3.1l A80VECROUND MANUAL CAS SHUTOFF VALVE SCHEDULE A. Vaives for pipe sizes NPS 2 and smaller at service meter sha∥be otte of the fo∥oMng: 1. one‐piece,bronze b日 ∥VaiVe with bronze trim. 2. Tm‐piecel fu卜 p●載=bronze bJlvaWes Wth bЮ nze t∥m, 3. Bron20 pl●g valvet B. Disttbutiol piping v●lves for pipe sizes NPS 2 and Sma∥er sha∥be one ofthe fo∥o輛 ng: 1. One‐piecel bЮ n20 ba∥Vaive Jtt bronze trim. 2. Two‐plece,full porti bronze ba∥valves哺 th bronze mm. 3. Bronze pllg valve. c, Valves in bmnch piping for single appliance sha∥be one ofthe follo哺 ng: 1. One‐plece,bronze ba∥val,Ⅲth brOnze trim.2, Tw●・piece,full‐po嗜 ,bronze bali valves哺 th bronze trim. 3. Bronze plug valve. END OF SECT:ON 231123 FACit1lγ NATURAL‐GAS P:PiNG 231123‐10 _ 03k Brook Go「Club Pa∥。Renovaton′Proiect No.2018‐027 TH:S PACE LEFT BLANK:NTENT:ONALLY FAC!LITY NATURAL―GAS PIPING 231123‐11 Oa“Br00k Golf Ciub pa轟 o Renova∥onノ Pロ ゴoct No.2018o027 SECT:ON 230500 00MMON WORK RESuLTS FOR ELECTRICAL PART l‐GENERAL l.l RELATED D∝UMENTS A, D"wings and general provis10ns of the Con"ョ 電,i]∥uding Ceneral and supplementary conditions and Divislo■01 SpecncaJOn sections,Opply to this 12 SuMMARY A, Sedion!ndudes: 1、 ELctrlcal equlpment∞Ordha」on and hs極 ∥●Ion. 2, Sieeves for raceways and cables。 3. Sleeve sea:s. 4. Grout. 5。 Comm9n elect∥ca∥nstallaJOn req●irements. 1.3 DEF:NIT:ONS A. EPDM:Ethylen←propylene‐diene terpol口 er rubbeL B・ NBRI Acrybハ i“|●・butadiene rubben l.4 SUBMITTALS A, Product Data:FOr s:eeve seals. 1.5 C00RDINAT10N A. Coordinate arrangement,mOunting,and support ofelectrical equipmenti l. To a∥ow maximum possible headroom uniess specmc mounlng heights hat reduoe headroom are indi●ated. 2. To provide fOr ease of disconnecting the equ:pment with minimum interference to other installalions. 3. To allow r19ht of Way for piping and conduitinsta∥ed at required s10pe. 4. So connOctlng raceways, cables wili be clear of obstructions and of the worklng and access space of oher equipment. B. Coordhate msta∥a10n of reqJred suppo爾 ng d,,Ces and,et geeVes h castln‐place∞ncrete, masonry walis.and other sttuctural components as they are constructed. C. Coordinate sieeve selection and application with selecJon and app∥cation of lrestopping specifled in Division 07 Section“Penetration Firestopping."." PART 2‐PRODUCTS 2.l SLEEVttS FOR RACttAYS AND CABLES A, Steel Pipe Sleeves: ASTM A 53′A53M,Type E,Crade BI Schedule 401 9aiVanized steel:plaln ends, B. Cast.lron Pipe SleevesI Cast or fabricated"wa∥pipe,・ equivalent to ductile―iron pressure pipe,with plain ends and integral waterstop,uniess otherwise indicated. C. Sieeves for Rectangularく )penings: Catvanized sheet steel. 1. Minim●m Metal Thickness: _COMMON WORK RESULTS FOR ELECTRICAL _ 260500‐1 2.2 Oak Brook Go「Club Pa∥o RenlvaJonノ ProJeCt No1 2018‐027 a. Fo「sieeve cross―seCtiOn rectangle peHmeterless than 50 inches and no side more than 16 inches,thiCkness shal:be O.052 inch. b. For sleeve cross‐seCliOn rectangle peFimeter equal to,or more than,50 inches and l or more Sides equalto,or more than,16 inchesithittnё ss sha:lbe o,138 inch. SLEEVE SEALS Descriplon:Moddar seJing deucel desgned fOr ndd assembし ,to ttl anndar space between stteve and raceway or cable. 1.Manufecturerc: Subjea to complianoe with requirements, provide products by one of the following a. Advance Products & Systems,Inc, b. Calpico,lnc.c. Metraflex Co.d. Pipeline Sealand lnsulator, lnc. Sealing Elements: EPDM NBR interlocking links shaped to fit surface of cable or conduit. lnclude type and number required for material and size of raceway or cable. Pressure Plales: Plastic, Carbon steel. lnclude two for each sealing element. Connecting Bolts and Nuts: Carbon steel with conosion-resistant coating of length required to secure pressure plates to seating elements. lnclude one for each sealing elemenl, GROuT A. Nonmeta∥ic, Sh∥nkage‐ReSiStant erOut: ASTM C l107:factory―packaged,n9nmeta∥ic aggr緊 ,ategrout,noncomslve,nonstaining,m破 ed ttth water to consistency suitable for applcatton and a 30‐ minute working ttme. PART 3,EXECuT10N 3.l COMMON REQUIREMENTS FOR ELECTRICAL:NSTALLAT:ON A. Comply爾 th NECA l, B, Measure indicated mounting heights to bottom of unit for suspended items and to center of unit for wa∥‐ mounlng iteml. C. Headroom Maintenancel :f mounlng heights or other location criteria are not indlcated,arrange and lnstall components and equipment to providё maximum possible headroom conslstent with these requirements. D. Equipment:nsta∥to fad!itate service,maintenance,and repal「or replacement of components of both electrical equipment and other nearby installations. Connect ln such a way as to faci∥tate future disconnecung with minimum interFerence with otheritems in he vldnly. E. Right ofWayi Cive to piping systems insta∥ed at a requiFed SiOpe. 3.2 SLEEVE INSTALLAT10N FOR ELECTRICAL P=NETRAT10NS A, 日ectnca:pene甘 31ons occur when racewaysi cables penetrate concrete slabs,ooncrete or masonry wa∥s,or flre―rated loor and wa∥assemblies. B. Concrete Siabs and VVa∥s: lnstall sleeves for penetrat:ons un:ess core‐drilled ho:es o「for7ned Openings are used. lnsta∥s:eeves during erectton of s:abs and walis. C. Use pipe sieeves un:ess penetration arrangement requires rectangular sleeved opening. D. Fire・ Rated As,emblies: lnstall sieeves for penetrations of Flreぃ rated floor and wal assemblies uniesS openinos compatible with nrestOp system used are fabricated during∞nstruction of loor o「wal, COMMON WORK RESULTS FOR ELECTRICAL 260500‐22.3 Oak Brook Golf Club Patio Renovation / Project No. 2018427 END OF SECT:ON E. Cut sleeves to length for mounting flush wi$r both surfaces of walls. F. Extend sleerres installed in floors 2 inches above finished floor level. G. Slze pipe sleeves to provide l/4-inch annular clear space betrrveen sleere and raceuaay or cable, unless indicated othenruise. H. Seal space 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 surfaces smooth; protect grout while curing. l, lnterior Penetrations of Non-Firefiated Walls and Floors: Seal annular space betrrveen sleeve and racevvay or cable, using Joint sealant appropriate for size, depth, and lopation of joint. Comply with requirements ln Division 07 Section loint Sealants.n. J. Fire-Rated-Assembly Penetmtions: Maintain indicated fire rating of walls, partitions. ceilings, and floors at raceramy and cable penetrations. lnstall sleeves and seal raceway and cable penetration sleeves with firestop materials. Comply wih requiremenls in Division 07 Section'Penetration Firestopping.' K. Aboveground, Exterior-Wall Penetrations: Seal penetrations using steel pipe sleeves and mechanical sleeve seals. Select sleeve size to allow for f -inch annular clear space betvrreen pipe and sleeve for installing mechanical sleeve seals. L. Underground, Exterior-Wall Penetrations: lnstall cast-iron pipe sleeves- Size slaerres to allow for f -inch annular clear space between naceway or cable and sleeve for installing mechanical sleeve seals. 3.3 SLEEVE.SEAL INSTALI-ATION A. lnstall to seal exterior wall penetrations. B. Use tlpe and number of sealing elements recommended by manufacturar for race$/ay or cable material and size, Position raceway or cable in centet of sleeve. Assemble mechanlcal sleeve seals and install in annular space between ra@way or cable and sleeve. Tighlen bolts against pressure plates that cause sealing elements to expand and make watertightseal. 3,4 FIRESTOPPING A. Apply firestopping to penetrations of fire+ated floor and wall assemblies for electrical installations to restore original fire-resistance rating of assembly- Firestopping materials and installation requirements are specified in Division 07 Section *Penetration Fireslopping.' COMMON WORK RESULttS FOR ELECiRiCAL 260500‐3 Oak Brook Golf Club Pato Renotttion/PrOleCt No.2018‐027 SECr10N 200519 LOW‐VOLTACE ELECTR:CAL POWER CONDuCTORS AND CABLES PART l‐GENERAL l.l RELATED DOCUMENTS A :棚 総 sttg需 潔 躍 猥 ∥Lttnm摺 寵 t出 ぽ :and Sup口 師 entary 12 SUMMARY A. This Sec爛 on includes the follttng: l Bu∥dlng輌 res and cab:es rated 600 V arld less. 2. Connectors,spllces,and teminatlons rated 600 V and less. 3. Sieeves and s:eeve seals fbr cables 13 DEF:NIT!ONS A, EPDMI Ethメ ene‐prOpylene diene terpoぃ er ttbber. 8 NBR:Acrylon価 !e‐butadlene rubber 14 SUBMITTALS A. Product Data: For each type or productindlcated. B Qualncaton Data: Fortesting agency C Field qua∥ty‐controltest repo薦 15 QUAL「FY ASSURANCE A Electrlcai ComponentS,Deuces,and Accessones: Listed and labeled as deined ln NFPA 70, Artide 1 00,by a tes∥ng agency acceptable to autho∥薔es ha」ng juisditton,and marked for intended use. B Comp:y哺 lh NFPA 70 16 C00RD:NAT10N A Set sloeves in cast‐in‐place concrete,masonry walls,and other st口 ctural componenls as they are constmcted LOW‐VOLTAGE ELECTRICAL POWER CONDUC■ORS AND CABLES 260519・1 Oak Br●ok Gor Club PaJo Renovauonノ ProieCt No,2018‐027 PART 2‐PRODUCTS 2.l CONDuCTORS AND CABLES A. Manufacturersi SubieCt tO Cornpliance輛 th requirements,provide pЮ ducts by one of he fo1lowing: 1. Aican P"ducts Corpomlon:Alcan Cable Dlvision. 2, Ame百 can insu:ated Wire Corp.:a Leviton COmpany` 3. Ceneral Cable Corpomlon. 4. Senator Wi腱 &Cable Company. 5. South、Mre Company. B, Copper Conductors:Comply with NEMA WC 70, C. Conductor:nsula10n:Complywith NEMA WC 70 brTypes THW THHN‐THWN・ 2.2 CONNECTORS AND SPLiCES A. Manuractuttrs:SubleCt tO∞mp∥ance覇 th requirements:provide products by one of the fo∥owing: 1. AFC Cable Systems,:nc. 2. Hubbe:I Power Systems,lnc, 3. 0‐ZICedney ECS Ele山 蔵cal GЮ up LLC_4. 3M:日 ectFiCa:Products DMslon. 5. TycO Electronics Corp. B. Descnp10nI Factory‐fablcated∞nnectors and sp!ices of size,ampacity閥 ∥ng,matedal・ typei and dass for application and senЙ ce indicated. 2.3 SLEEVES FOR CABLES A. Steel Pipe S:eeves: ASTM A 53rA 53M,Type E,Grade B:Schedule 40,9olvani2ed Stee:=plain ends. 3. Cast‐lron Plpe Sleeves: Cast or fablcated“wa∥pipe,"equivalent to ducIle‐lron pressure pipe, with plain ends and integral waterstopl unless otheMse indicated. C. Sleeves for Rectangular Openings: Galvanized sheet steel、Mth minimum O.052‐o「0.138‐inch thickness as indicated and of!ength to suit app∥cation. D. Coordinate sieeve selection and app∥cation vvith selection and applicalon of lrestopping speCined in Div:s:on 07 Section'Penetration Firestopplng.∥ 2‐4 SLEEVE SEALS A. Manufacturers: SubieCt tO COmp∥ance wlh「●qu"ements,provide products by one of the Fol:owing: 1. Advance Products 3t Systems,lnc` LOW‐VOLTACE ELECTR!CAL POWERCONDUCTORS AND CABLES 260519‐2 3.1 3.2 Oak Brook Golf Club Patio Renovation / Prcject No. 2018{27 2. Calpico, lnc.3. Metraflex Co.4. Pipeline Sealand lnsulator, lnc. Desctiption: Modular sealing device, designed for field assembly, to fill annular space between sleeve and cable. 1. Sealing Elements: EPDM NBR intedocklng links shaped to fit surfue oJ cable or condult. lnclude type and number required for matedal and size of naceway or cable.2. Pressure Plates: Plaslic, Carbon steel. lnclude two for each seating element.3. Connectlng Bolts and Nuts: Carbon steel with corrosion-resistant coating of length required to secure pressure plates to sealing elements. lnclude one for each ssaling elemenl. PART 3‐EXECUT10N CONDUCTOR MATERIAL APPLiCAT:ONS Branch circuitsI Copper. sOlid for No,10 AWG and smamett stranded for N。,8 AWC and large∴ CONDUCTORINSULAT10N ANO MULTiCONDuCTOR CABLE APPLiCAT:ONS AND VV:R:NGMETHODS ExpO,劇 Bttnch Circuits,:nduding in CraJspacesI Type THHN‐TttN.single conductors lnmcemy. Branch cirO口 its Concealed in Cei∥ngs:wa∥s,and Pan“Ons Type THHNIHWN:gngle conductOrs in raceway. Class l ContrOI Cinwns:Type THHN‐TⅢNtin raceway. Ciass 2 Controi Ci“uits:Type THHN‐THWN,in raceway. INSTALLAT10N OF CONDuCTORS AND CABLES conceal cab!es in lnished walis,cei∥ngsi and loors,unless otherwise indicated. Use rnanuFacturer‐approved pu∥ing oompound or lubricant where necessaryi compOund used musi not deteriorate conductor or insulation. Do ゎot exceed manufacturers recOmmended maximum pu∥ing tensions and sidewa:l pressure va!ues, use pulling rneans,induding ish tape,cab:e:rope,and basket・ weave wirercable grpsi that wl∥ not damage cab!es orraceway, inst●ll exposed Cables parallel and perpendiCular tO Surfaces Of exposed smcturai membersI and fo∥ow surace cOntOurs where possible. Support cables accord:ng to DiviSion 26 Section"Hangers and Supports fOr Electlca:Systems." LOW‐VOLTACE ELECTRICAL POWER CONDUCTORS AND CABLES 260519-3 3.3 C. D. 34 Oak Bに つk Golr Club Pauo Renovation′Pn,ect No 2013‐027F ldentfy and color-code conductors and cables according lo Division 26 Section 'ldsntification for Elactrical Systems.' CONNECTIONS Tightan eleclrical conneclors and Erminals accoding to manufacfiJreis publish€d torque- tightening \,alues. lf manufactureFs torque \ralues are not indicatod, tae ihose specified ln UL /186A and UL 4868. Make splices snd tapE that are compatibls with conduclor matoriel and thal posssss equh/slent or better mechanical strength end insulatlon ratings than unspliced corduc.tors. 1. Use oxide inhibltor in each splica and tap conduclor for aluminum conductors. Wiring at Outlets: lnstall conductor at cach oullet, with at least 6 inches of slack. SLEEVE INSTALLATION FOR ELECTRICAL PENETRATIONS Coordlnate sleeve selection and applicstion with selection and applioallon of firestopping sp€cmed in Division 07 Sectlon 'Penetratlon Fir€stopping." Concrete Slabs and Walls: lnstall sleeves for penetrations unless core.drilled hole6 or formed openings are used. lnstall sleeves during ereciion of slabs and wBlls. Use $pe sleeves unless penelration en8ngement requir€E rec{angular sleeved opening. Rectangular Sle€ve Minimum Metal Thickne$: 1. For sl6e\re reclengle perimeter less than 50 inches and no side greater lhan 16 inches, thickness shall be 0.052 inch.2. For sleeve rBctangle perimeter equat to, or greater lhan, 50 inches and 1 or more sides equal lo, or greater than, 16 inches, thickness shall be 0.138 inch. Fire-Rated Ass€mblies: lnstall slee\res for p€natratlons of tire-rat€d floor and wall assemblies unless openings @mpatiblB r,vith firBstop system used are tabricated during conslruction of floor LOW‐VOLTAGE ELECTR!CAL POWER CONDuCTORS AND CABLES 260519‐4BC. 35E Or Ylrall, F. Cut sleeves to length for mounting llush with both wsllsurfaces. G. Exlend sleeves installed ln floors 2 inches above tinished floor level. H. Size pipe sleeves lo provide 1/4-incfi annular clear gpace between sloave and cable unless sleeve seal is to be inslalled. L Seal space oulslde of sleeves with grout for penetralions of concrete and masonry and with appmved ioint compound for gypsum boaid assemblies. J. lnterior Penelrations of Non-Fire-Rated Walls and Floors: Sea[ annular space between sleeve and cable, uslng ioint sealent appropriate for size, depth, and locaton of joint according to Division 07 Soction "Joint Ssalants.' Oak Brook Golf Club Patio Renovation / Project No. 2018-027 K. Fira,Rated-Assembly Penetrations: Maintain indicated fire rating of nnlls, partitions, ceilings, and floors at cable penetrations. lnstall sleeves and seal with fireslop materials according to Division 07 Section'Penefation Firestgpping." L. Roof-Penetralion Sleeves: Seal penetratlon of lndividual cables with flexible boot-type flashing units applied in coordination with rooling work. M. Aboveground Exterior-Wall Penetratlons: Seal ponetrations using sleeveg and mgchanical sleeye seals. Size sleeves to allow for f inch annular clear spaca between pipe and sleeve for installing mechanical sleeve seals. N. Undergroupd Exterior-Wall Penetrations: lnstall cast-lron "wall pipes" for sleeves. Size sleeves to allow for f-inch annular clear space between cable and sleeve for installing mechanical sleeve seals. 3.6 SLEEVE.SEAL INSTALLATION A. lnstalltoseal undergroundexterior-wallpenetrations. B. Use type and number of sealing elements recommended by manufacturer for cable malerial and size. Position cable in csnter of sleeve. Assemble mechanical sleeve seals and install in annular space between cable and sleeve. Tighten bolb against pressurs plates thai cause sealing elements to expand and make watertight seal, 3.7 FIRESTOPPING A. Apoly lirestopping to electrical penetratlons of fire+ated floor and uall assemblies to restore original fire-rcsistance rating of assembly according to Division 07 Section "Penetration Firestopping.' 1. Perform each visual and mechanlcal inspection and provide meggar test of service entrance and feeder conductors L Remove and replace malfunctioning units and retest as specified above. END OF SECT10N LOW―VOLTAGE ELECTR:CAL POWERCONDUCTORS AND CABLES 260519‐5 Oak Brook Gor Club Pa籠 。Renova∥on′Prolect No.2018・ 027 SEC■10N260526 GROUND:NG AND BOND:NG FOR ELECTR:CAL SYSTEMS PART l‐GENERAL ll RELATED DOCUMENTS A D口 輛ngs and general pro∥siOns of the Conhct,:nc:uding Cerle“:and Supplementtry Condttons and Diusion 01 Specmcatbn sectons,apply to this sedion 12 SUBMITTALS A Pr●duct Data:For each、pe of prOductindicated B Operatton and Maintenance Data: Fo「grounding to lnclude the fo∥o輛 ng in emergency, operaton,and maintenance manuals: 1 1nstruttns for penodic bsing and inspecuon of 9rOunding reatures at grounding ∞nn翻 ons for separately derlved systems based on NFPA 70B. ● Tests sha∥be to deterrnine r grOund resistance o「lmpedance values remain潮 thin spetted maximums,and irlstmctons sha∥recommend●oロ モxlive acton:fthey do not. b lndude recommended testing intemls. 1_3 QUAL「γ ASSURANCE A, E:edHcal Components,Deuces,and Accessoお s: Llsted and iabe:●d as denned in NFPA 70, Artlde 100, by a tesung agency acceptable to autho1los having iuisdiouon,and marked for lntended use B Comply mth UL 467 for grounding and bonding mateHa!s and equipment PART 2‐PRODUCTS 21 00NDUCTORS A lnsulated Conductors: Copper wlre or cable insulated for 600 V unless ohenMse required by app∥cabie Code orauthorltles having iunsdlcuOn. B Bare Copper Conductors: 1. sOnd cOnductors:ASTM B 3 2 Stranded Conductors:ASTM 88 3 Tinned Conductors:ASTM B 33 4 Bonding cable, 28 kcml,14 strands of N● 17 AWG∞nducton 1/4 inch in diameter. 5 Bonding conducto「 No 4 orNo.6AWG,standed●onductOr 6 Bonding」umper Copper tape,bnalded oonducわ rs,teaninated ttth copper rerules: 1_ 5/8 inches輛 de and 1/16 inch hick 7 ￢nned Bonding 」umper: Tlnned●opper tape, bralded conduCtOrs, terrninated with copper ferulo6:1-5/8 inches■lde and l′16 inch thi●k. 22 CONNECTORS A Lisled and!abe:ed by a nationa∥y reco9nized testing iaboratory acceptab:e to authontes havlng JuttSdiCtion for app1lcatons in whi●h used,and for specnc types,sizes,and∞mbina領 ons of oonductors and other tems connected B Bolled Connectors for Conductors and Pipes: Copper o「copper a∥。y,boned Pressure■ype, w∥h atleast h″o bolts GROUNDINC AND 80ND:NG FOR ELECTRiCALSYSTEMS 260526‐1 Oak Brook Golf Club Patio Renovation / Project No. 2018{27 1. Pipe Connectors: Clamp type, sized for pipe. C. Welded Connectors: Exothermic-welding kits of types recommended by kit manufacturer for materials being joined and instrallation conditions. PART 3 - EXECUTION 3.1 APPLIGATIONS A. Conductors: lnstall solid conductor for No, 10 AWG and smaller, and sfanded conductons for No. 6 AWG and larger, unless otherutrise indicated. B. lsolated Grounding Conductors: Green-colored insulalion with continuous yellow stipe. On feeders with isolated ground, identtfy grounding conductor where visible to normal inspection, with altemating bands of green and pllow tape, with at least three bands of green and two bands of yellow. C- Conductor Terminations and Conneclions: 1. Pipe and Equipment Grounding Conductor Terminalions: Bolted connectors,2. Underground Connec{ionsr Welded Donneclors, exept at test urells and as otherwise indlcated. 3.2 EOUIPMENT GROUND]NG A. lnstall lnsulated equipment grounding conductors with all feeders and branch circuits. B. lnstall insulated equipment gmunding conductors with the following items, in addition to those required by NFPA 70: 1. Feeders and brancfi ciranits,2. Lighting circuib.3. Receptade cirorib.4. Flexible raceway runs. 3.3 INSTALLATION A. Grounding Conductors: Route along shortest and straightest paths possible, unless othenryise indicated or rcquired by Code. Avoid obstructing access or placing conductors where they may be subjected to strain, impact, or damage. B. Bonding Straps and Jumpers: lnstall 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 conneclors for outdoor locations, but if a disconneet-type connection is required, use a bolted clamp. 3.4 FIELD QUALITY CONTROL A. Perform the following tests and inspections and prepare test reports: 1. After installing grounding s!,slem but before permanenl electrical circuits have been energized, test for compliance with requirements.2. Test completed grounding system at each location where a maximum ground-resistance level is specified, at service disconnect enclosure grounding terminal and at indivtdual ground rods, Make tests at ground rods before any conductors are connected. a. Measure ground resistance nol 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 Oak Brook Golf Club Patio Renovation / Projed No, 2018{27 drainage or,eepage and without chemical treattnent or Other arlincia:means of reducing natural ground resistance. b. Perforn tests by fa∥―Of_poten∥al methOd acoording to:EEE 81. B. Report measu"d ground resistances that exceed the ibllo口 ng values: 1. Power and LighJng Equipment o「System哺 th Capacity 500 KVA and less:10 ohms. 2. Power and LighJng Equipment or System l輌 th Capacity 500 to 1000 KVA:5 0hms. 3. Power and Lighttng Equipment or system哺 th Capacity More Than 100o KVA:3 ohms. C. Excessive Cround Reslstancel r"Js撻 1●e tO oround exceeds spec輌 od values,■otlfy Arch瞼 酬 promp∥ソ燿nd indude"∞mmend1lons to reduce ground resistan●e, END OF SECT10N GROUNDINO AND BONDING FOR ELECTRiCALSYSTEMS 260526‐3 Oak Brook Gor Club PaJo Renovauon′PrOlect No.2018・ 027 SEmON 260529 HANGERS AND SuPPORTS FOR ELECTRICAL SYSTEMS PART l‐GENERAL l.l RELATED DOCUMENTS A. D腱 哺ngs and geneml pronsions of the Contact, including Ceneml 口nd Supp:ementary Condi∥ons and DIMsion 01 Specttcatton Sa面 o●6,apply to his SecuOn. 12 SuMMARY A. This S●cton includes he fblk"ung: l Hangers and suppoお for electncal●quipment and Systems. 2 ConstNcton requirements for ooncrete b●ses 13 DEF:NIT10NS A. EMT:Electlca:meta∥ic tubing B :MC:intemediate meta:∞ndul C RMC:R9id metal●ondun l.4 PERFORMANCE REQUIREMENTSA`鷺 ゃgttg監 :臨 b濯 柵nJ朧 ぶJ電 器L:葛 器hm継 鷺酬緊贈驚 design c∥翻3 indlCated B Design suppons f●r muntple raceways capable of supportlng comЫ ned weight of suppOrted ⅢemS and its contents C Design equipment supports capable of supporting comblned operalng weight of suppo■ed equipment and∞nneCted systems and components D Rated Strength: Adequate in tension,shear,and pu:|。ut force to reslst maximum loads calcuほ ted o「imposed for tht Prolect,輔 ul a mlnlmum stuctutti safety factOr Of ive umes the applled force. 15 SUBM:TTALS A Product Data: Fo「the fo∥owing: l Steel slotled support systems. 2 Nonmetallic sl●ted support systems B Shop Dra輛 ngsi Show fabttca」on and insta∥aton details and include calculalons for the fo∥o■ "ng:l Trape2e hangers :ndude Product Data for components 2. Steel sloted channelsystems indude Product Data ror cOmponents 3 Nonmeta∥ic slotted channei systems lnclude Product Data for components 4 Equipment stlpports C Welding cert1lcates 16 QUALITY ASSuRANCE A Welding:Qualify procedures and personnet according to AWS Dl l′Dl lM,・ Structural Wetting Code‐Steel・ HANGERS AND SUPPORTS FOR ELECTRICAL SYSTEMS 260529‐1 ‐ Oak B"ok Gor Club P300 Renov●lon′prolect No.2018‐027 B. Comply vnh NFPA 70 17 C∞RDlNAT!ON A. Coordinate size and loca鶴 on of concrete bases.Cast anchor‐boitinsens intO bases Concrete, reinforcement,andわ nnw●rk requirements a"spectted in Di哺 sion 03 B C●ordinate instal!ation of r●of ourbs,equipment Supp雌 ,and r●●f pen血 lons These tems are spetted in DIMsion 07 SeCt●n・ RttAcceSSo"es.・ PART 2‐PRODUCTS 2.l SUPPORT,ANCHORAGElAND AttACHMENT COMPONENTS A. Steei SIoned suppo■Systems: Comply面 th MFMA‐4.factory fabncated∞mponents for neld assembly. l Manufacturers:SubleCttO Comp∥ance Jth requrements,provide products by one ofthe r●∥。.パ ng: a Al∥ed Tube&COnduit b cOOper B‐Line,lnc i a dlvlsion of Cooper:ndustnes. c. ER:CO lntema∥ona:Corporalon d GS Meta:s Corp e. Thomas&Betts CorpOratlon i unlstnlt TyCO intemattona:,Ltd. g. VVesanco・ lnc 2. Meta∥ic Coaungs:HOt_dip galvanized arterfabncaton and app1lod according to MFMA‐4. 3 Nonmeta∥:c Co3鶴 ngs: Manufacturers standard PVC,polyurethane,or p●lyester∞atlng applied according to MFMA‐44 Painted 00醐 ngs: Manufacturers standard painted∞aing applled accordlng tO MFMA‐45 Channel Dlmensions: Selocted for appll●abie load ottten3 B Race■oy and Cable Supports:As descrlbedin NECA l and NECA 101 C Conduit and Cable Support DevloesI Steel and ma∥eable‐iron hangers,clamps,and associated lttings,designed fortypes and sizes of mceway or cable to be supported D Suppo■for Conductors in Vemca:cOndult:Factory‐fabHcated assombly cOnsisung of threaded body and insulating wedging plug or plugs fOr non‐arrnored elec∥cal●onductors o「cab:es in nser●。nduits Plu9s sha∥ have number, S120, and shape of conductor g∥pping pleces as required to sult indiudual●onductors or cabies supported Body sha∥be malleable iЮn E Structural Steei fOr Fabrtcated Supports and Restraints: ASTM A 367A 36M, steel plales, shapes,and barsi black and galvan12ed F Mounung,Ancho∥ng,and Attachment Components:lems for fastening elect百 calitems or ther supports to building suttces indude the fo∥ow ng: l Powder Acluated FastenersI Threaded‐steel stud,for use in hardened portland cement concrete, steel, or wood, with tenslon, shear, and pul:out capaclies approp∥ate for supported loads and bu∥ding mate"ais where used a Manufacturersi Sublect to∞mp!iance輛 th requlrements,pro●de products by one ofthe fo∥o哺 ng: 1) H∥薔inc 2) lTW RamseVRed Headi a diusion of∥ “ nois To●:Wo“s,lnc 3) MKT Fastening,LLC 4) SimpSOn strong―Tie Co,:nc l Masterset Fastening systems unn HANGERS AND SUPPORTS FOR ELECTRICAL SYSTEMS 260529‐2 Oak Brook Go「Club PaJo RenOVaJonノ ProieCt No.2018■27 Z, Mechanical'Expansion Anohors: lnsert-wedge-type, zinc-coated steel, for use in hardened porfland cement concrete with tenslon, shear, and pullout capacities appmpriate for supporled loads and building malsrials in which used. a.Manufacturersi SutteCt tO∞m口 ねnCe輔 th requiremenお ,proude products by one Orthe fOl:cw輌 ng: 鶏 言器 棚 胤瀾 llttWttu輔 ら 3) りliti:,C, 4) ITW R3msetrRed Head:●divlsion of lllinOis Tod wOrks,:nc. 5) Mtt Fasteningo LLC. Concrete lnsemi Steel or maleabielron,siotted suppon system units sim∥arto MSS Type 18:oomplying with MFMA4 or MSS SP・ 58: Clamps for Attachment tO steei Structurai E!ements: MSS SP‐58,type suitable for attached structural eiement. Through Bolts:Stwttraltypel hex head,and high Strength.Comply wlth ASTM A 325. Togglo Bolts:A∥esteei springhead type. Hanger Rods: Thttaded steel. 2.2 1ABRiCATED METAL EQUIPMENT SUPPORT ASSEMBLiES A. Desc∥plion:Welded or bOited,structura卜 steel Shapes,shop or neld“bバ Cated to ll dimenli●ns of supported equipment. 3. MaterialsI Comply with"quirements in DiviSion 05 SeClion・ Meta: Fabri“Ions"for steel shapes and plates. PART 3‐EXttCUT10N 3。l APPL!CAT:ON A. Comply with NECA l and NECA 101 fOr app∥caJon of hangers and supports for e!ectrica: equipment and systems except r requirements in this SectiOn are stncter. B. Maximum Support Spadng and Minimum Hango「Rod SiZe for R●●eway: Space suppOrts for EMT,lMC,and RMC as reЧ uired by NFPA 70,Minimum rod size sha∥be l′4 inё h in diametei c. Mullipie RaceWays o「Cables: :nsta∥trapeze‐type SupportS fabricated哺 th steel slotted support system,s:zed so capacity can be increased by atleast 25 percentin future without exCeeding specined design load iimits. 1. Secure raceways and cables to these supports覇 th two‐boit conduit clamps, D. Spln9‐steei clamps designed fo「supporting single cOnduits without bolts may be used for l‐ lr2,inch and sma∥er raceways servlng branch circuitS end Communication systems above suspended ceilings and fo「fastenlng raceways tO trapeze supports. 3.2 SuPPORT!NSTALLAT10N A. Comply with NECA l and NECA 101 for installalon requirlments except as specined in this Article. B` Raceway Support Methods: in addi∥On to methods descバ bedin NECA l,EMT,lMCtand RMC may be supported by openings th『ough structure rnembersi as perrnitted in NFPA 70. C. Strength of Suppon Assemb“es:Where not indicated,select sizes of∞mponents so strength wl!l be adequate to carry present and future static iOads within specifled lolding iirnits. Minimum static design ioad used fOr strength deterrnination shall be weight of supported com‐ponents plus 200 1b. HANGERS AND SUPPORTS FOR ELECTRICAL SYSTttMS 260529-3 Oak Brook Golf Club Patio Renovattonノ ProieCtNo.2018o027 MounUng and Anchorage of Surface-Mounted Equipment and Components: Anchor and f;aslen elechical items and their supports to building structural elemenb by the following metpds unless otherwise indicated by code: 1- To Wood: Fasten with lag screws orthrough bolts. 2. To New Goncrete: Bolt to concrete inserts. 3, To Masonry: Approved toggle-type bolts on hollow masonry units and expansion anohor fasteners on solid masonry units.4, To Existing Concrete; Erpansion anchorfasteners. 5, lnstead of expansion anchors, powder-ac'tuated driven threaded studs provided with lock washers and nuts may be used in existing standad-weight concrete 4 inches thick or greater, Do not use for anchorage to lightweight€ggregate cohcrete or for slabs less than 4 incfies thick. To Sleel: Beam clamps (M$S Type 19, 21,23,25, or 27) Eomplying with MSS SPS9I [Spring-tension clamps. To Light Sleel: Sheet metal screws. Items Mounted on Hollow Walls and Nonstructural Building Surfaces: Mouni cabinets, panelboards, disconnect switches, control enclosures, pull and junotion boxes, transformers, and other devices on slotted-channel racks attaclred to substrate by means that meet seismic-restraint strength and anchorage requirements. DEl holes for expansiOn anchors in concrete at locations and to depths that avoid reinforcing bars. :NSTALLAT:ON OF FABRiCATED MF「AL SUPPORTS cOmply∥h instana10n requirements in Division 05 Section・ Metal FabFiCa10ns・ for site, fabFimted rnetal supports. Cut,lt and place miscemaneOus lneta:suppons accurately in iocalon,alignment,and elevation to suppOrt and anchor elecrca!materl口 is and equipment. Field Weldingi Comp:y with AWS Dl.lrDl,lM. PAlNTING Touchup: Clean ield welds and abraded areas of shop paint. Paint exposed areas immediately after erecting hangers and supports. Use samO waterials as used for shop painting,Comply v函 th SSPC・ PA l requirements fortouching up neld_painted surFaces, 1, Apply paint by brush or spray to provide minimum dry llm thidく ness of 2.O mms. Touchupi Comply with requirementS in Divlsion 09 PainJng Sec10ns for cleaning and touchup plin,nl of lold Weldsi boked conneolons,and abraded areas or shop p●int on hisce∥aneOus metal. Calvanized Surfaces: Clean welds= bolted connections, and abraded areas and apply galvanizing¨repalr paintto comply wlth ASTM A 780. END OF SECT10N HANGERS AND SUPPORTS FOR ELECTRiCAL SYSTEIИ S 260529‐4D. 3.3 B. C. 3.4 B. Oak Bmok Golf Club Patio Renorration / Proiect No. 2018427 SECT10N 260533 RACEWAY AND BOXES FOR ELECTRCAL SYSTEMS PART l‐GENERAL ll RELATED DOCUMENTS A Dm哺 ngs and gene餞 l provlsions of the Con“ct, including Generai and Supplementary Conditions and DiMsion 01 S鮮 対籠dion Sec」ons,app!y to his Secton, 12 SUMMARY A This Sttκ ∥on indudes racew●ys,fltings,boXes,endosures,and cabinets for electnca!v輌 ∥ng. B Related SectiOns include the fo∥cttng: 1. Divlsion 26 Sectlon ・ Underground Ducts and Racemys for E!od"cal Systems"for exte∥or duttbanks,manholes,and underground utlⅢ∞nStruclon 13 DEF:NIT:ONS A. EMT:EI●山蔵cal metal∥c tublng. B EPDM:Eth,ene‐propylenediene terpolymer rubber C. FMC:Fle歯 b:e metal conduit D IMC:lntemediate metal●onduit. E LFMC:Liquid∥ght leXible melal∞nduit. F NBR:Acrylonl"|●‐butadiene mbber. G PVC:R19id POlyunyl Chlolde Condult 14 SUBMilTALS A. Product Data: For surFace raceways, wlい 、 “ ys and ittlngs, loo「 boxes, hinged“ver enclosures,and cabinets 3 Shop Drav"ngs: For the follo哺 ng raceway components lnclude pl●ns,elevatlons,sections, detal!s,and attachments to other Work. l Custom enclosures and cabinets. a Grounding deta∥sb Joint deta∥sRACEVVAY AND BOXES FOR ELECTRICALSYSTEMS 260533‐1 Oak Brook Golf C!ub Palo Renovattonノ PRtteCi No.2018●27 C, Coordination Dm覇 ngsI Condul rOuting plans,drawn b scale,on which the fouctting lems are shom and coordinated with each●山eri basel on inputfrom lnsta:lers orthe items invo:ved: 1. Structuml members in he pathl ofoOnduit groups Wth commo「supp●rts. 2. HVAC and l:umbing llms and archlectu●!features in the paths Of condui grOups輛 th oomino■supports. 1.5 QUALITY ASSURANCE A. E:ed∥Gal COmponents=Devices,and Accessodes: Listed and:abeled as denned in NFPA 70, Arlic19 100:by a testing agenCy acceptab:e to authotteS having j口 nsdi●t10n,and maRed for intended use. 3. Oomply unth NFPA 70. PART 2‐PRODUCTS 2.l METAL CONDUIT AND TUBING A, Manufacturers: SubieCt t0 0omp∥ance with requirementsi pЮ vide products by one of the fol10輛 ng: 1. AFC Cable systems,:n●_2. Alnex in●.3. A∥led Tube&Conduiti a Tyoo!ntema∥o●al Lld.Co` 4. Anamet Electrical,inc.:Anaconda Metal Hose。 5. Electri‐Fiex Co. 6. Manhattm′cDTrCole_日 ex. 7. MavenOk Tube cOrporaJon. 8. 0・2 Gednё y;a unit of Generai Signa:. 9. Wheatland Tube Company. 3. R19id Steel COndult:ANSi C80。1. C. lMC:ANSl C80.6. D, EMT:ANSI C80.3` E. FMC:ZincCoated steel. F. LFMC: F:exible steei conduit With PVCiacket・ G. Fittings for Conduit(lnCiuding a∥ Types and F:exible and Liquidtight): EMT, and Cab!e: NEMA FB l; ∥sted fo「type and size raceway with which usedl and for app∥caJon and enViFOnmentin which insta∥ed. 1. Condun Fittings for Hazardous(Classined)Loca∥onsi Comply with uL 886. 2. Fittings fo,EMT:Stee:、pe・ H. Joint COmpound for Rigid Steel Conduit OrlMC: Listed for use in cablo●onnectOr assemb∥es= and compounded for use to lubHcate and protect threaded raceway joints from coroslon and enhance their conductiv:ty. RACEWAY AND 30XES FOR ELECTRiCAL _ SYSTEMS 260533-2 Oak Brook Go「Club Patio Renovation′Project N●・2018‐027 2.2 RIGID POLA/1NVL CHLOR:DE CONDUIT. A, Manufacturers: SubieCt tO∞m口 hnce With requirements,prOude products by one of the foilowing: 1. AFC Cable systems,lnc. 2. Anamet Elo曲 icall inc.:Ana∞nda Metal Hose,3. Am∞Corpomtton. 4. CANTEX inc. 5。 CertainTeed Corp.:Pipe&Plastics Group, 6. ConduX intemationall inc. 7. ElecSYS,lい o. 8. ElecM・ FleX Co. 9. Lamson a SeSSiOnsi caron Electrical Products. 10. Manhattan′cDT/Cole‐Fiex, 11. RACO;a Hubbe∥Company. 12. ThOmas&Betts Corpora∥on. 2.3 80XES=ENCLOSURES,AND CABINETS A. Manufacturersi SubieCt tO∞mpliance哺 th requirements:provlde products by one of the following: 1_ C∞per Crouse‐Hlnds:D市 .of Cooper:ndustFieS,:nc. 2. ECSノ Appieton Eiectric, 3. EttckSOn Electrical Equipment Company.4. Httan^ 5. Hubbe∥:ncOrporated:K∥ark Elemttc Manufacturng c。.Division. 6. 0‐Zrcednlyi a unl ofCenera:Signal. 7. RACOla Hubbe∥Company. 3. RobrOy indust∥es,:nc=Enclosure Division. 9, ScOtt Fetzer Co.:Adalet Division. 10. Spring city Electrical ManuFactu∥ng Company` 11. Tho印 as 8t Betお oorporalon. 12.Walker Syste●s,lnc.:Wiremold Company(The). 13. VVoodhead,Daniei Company:Woodhead industtest:nc,Subsidiary. B. Sheet Meta:0●饉et and Device Boxes:NEMA OSl. C. Cast‐Meta1 0u∥et and Device Boxes: NEMA FB l,ferous ailoy,typed FD with gasketed cover. D. Meta:F:oor BoxeSi Cast metal,fu∥y adiustable=rectangula「.E. Sma∥Sheet Metal Pu∥and Junclon Boxes:NEMA OSl. Fo Cast‐Meta:Access,Pu∥:and Junclon Boxes: NEMA FBl,cast aluminum with gasketed cover. G. Hinged‐Cover Endosuresi NEMA 250.Type l, with continuous‐hinge∞ver wi枷 lush latch: unless othen″iSe indicated. 1. Metai EnCloSuresi Steel!Flnished inside and out with manufacturers standard enamel. 2 NOnmetallic Enclosures: Piastic,lnished inside with radio‐frequency=resistant paint, H. Cabinets: RACEWAY AND BOXES FOR ELECTRiCALSYSTEMS 260533‐3 Oak Brook edr cttb PaliO Renovation′P可 ●ct No.2018‐027 1. NEMA 250,Type l,9aivanized‐steel box wth removabie inte膚 or panel and removable お nt,lnished inside and out with manufacttrers‐standard enamel. 2. Hinged d00rin fゅ nt COVer翻 th lush latch and ooncealed hlnge. 3_ Key:atch to match Panelboards. 4` Metal barriers to separate wi∥ng ofdifFe"nt systems and voltage。 5. Accesspry feet where required for freestanding equipment. 2.4 SLEEVES FOR RACEWAYS A` Steel Pipe Sieeves:ASTM A 53ノ A53M.Type E=Grade B,Schedule 40〕galvan:zed tsteel,plain ends. BI CaSt‐lron pipe sioevesi Cast or fabricated"wa∥pipe/equiValentto duc∥le‐iron pressure,ipe, wilh p:ain ends and integral waterstop,un!esS otherwise lndicated. C. Sheeves for Rectangular openings: GalVani2ed Sheet steel輛 th minimum o.o52‐Or O.1381nch thickness as hlicated and ofに ngth b sun app∥calon. D. Coordinate sieeve selection and applicat:on with seleclion and app∥cation of lrestopping specmed in Divi,ion 07 Seclion'Penettation Firestopping.・ 2.5 SLEElrE SEALS A, ManuFacturers: Suttect tO COmpllance輛 th requiremenヽ ,proude produas by One of the folowing: 1. Advance Pわ ducts&Systems,lnc. 2. Calpico:inC。 3. Mettlex co. 4. Pipeline Seal and insuiato「,lnc. B. Description: Modular seaiing device,designed for le:d assemblylto l∥annular space between sleeve and cable. 1. Sealing Elements: EPDM or NBR intedocking∥nks shaped lo lt surFace of cable or oOnduit. include type and number required for material and size of raceway or cabie. 2. Pressure Piatesi CarbOn steeil lnclude mofor each sealing element. 3. Connecling BOlts and Nutsi Carbon steel with corrosion―redstant ooalng of length requlred tO secure pressure plates to sealing elements, indude one for each seaiing element. PART 3‐EXECUT10N 3.l RACEWAY APPLiCAT:ON A. Outdoors: App!y raceway products as specned belowi unloss othettse indicatedi l. Exposed Conduit: Rigid steel●onduit, 2‐. Concealed Conduit,Aboveground: Rigid steei condul. 3. Connection to Vibralng Equipment(inCluding Transfomers and Hydraulic,Pneumalci Electric Solenold,or Moto卜 Driven Equipment)LFMC, RACEWAY AND BOXES FOR ELECTRICALSYSTEMS 260533‐4 Oak Br●●k Golf Club Palo Renova饉 on′P"lect No1 2018Ю 27 4. BOxes and Enclosures=Abov6grOund: NEMA 250,Type 3R. B. Complywith the following indoor app∥ca∥ons,unless ohe側 雌Ю indicated: 1. Exposed,Not SublecttO Physical Damage:EMT. 2. =xPoSed`Not SubiecttO Severe PhySi“l pamage:EMT` 3. Eゃ Osed and Subiect tO Severe‐Physical pamage: Rigid steel conduit :ndudes ra`ettys h tte fo::o哺 ng l●caJon, a・ Loading dOCk,b. C●籠dOrs used fortranc Of mechanized“rtsi forkl撫 ,and pal:et‐hand∥ng μniヽ.●. MOchanicalroomS. 4` Concea:ed in Cellings and inte籠 or Walls and Partitlons: EMT, 5. ConneCtiOn tO Vibralng Eq面 pment(indudng Transfomers and Hydradic,Pneumalic: Electric Solenoid=or Motor・ D∥ven[quipment): FMC,except use LFMC in damp or wet locations. 6. Damp orWet LoCatons Rigid steel oondun, 7. BOXeS and Endosures: NEMA 250,Type l:exCept use NEMA 250,Type 4,stainless steelin damp Or wetiocalions, C, Mlnimum Racemy Size1 3r4‐inCh trade s12e. D, Raceway Fittingsi Compattble with raceways and suitaЫ e for use and localon. 1. Rigid and intermediate Steel Conduit use threaded rigid sbel●ondun nttllgS,unless othenM●e indicated. PART 4‐EXECUT:ON 4.1 :NSTALLAT10N A. COmply wlth NECA l for installalo■requirements appllcable to prOducts speciled in Part 2 except where requirements on Dra哺 ngs orin this Anicle are sttcter.L柵 1需 朧1槻 '肥 寵Ⅷ棚paralld Ш“げ仙"帥 d Stam tth載 ‐water口 "&r and stea口 l pipi●g. c. complete ra∞way instala∥on berore starting conductorinstallalon. D. Support racewaF as speciled in Division 26 Seclion "Hangers and Supports for Electnca: Systems.“ E. Arrange stub‐ups so curved portions of bends are not visible aboVe the inished slab. F. :nsta∥no more than the equlvalenl of three 90‐degree bends in any condun run except for communicatiOns conduits,fOr WhiCh fewer bendS are a∥owed. G, Conceal conduit and EMT within fln:shed waliS,Celiings,and loors,unless omerwise indicated. H. Raceways Embedded in Siabs: RACEWAY AND 80XES FOR ELECTRICALSYSTEMS 260533‐5 Oak Brook Golf Club Patio Renovation / Projec,t No. 2018-027 1. Run condult larger than f-inch trade size, panallel or at right angles io main reinforcement. Where at dght angles lo relnforcement, place conduit close to slab support.2. Arrange raceways lo caoss building expansion joints at right angles with expansion fiftings. Threaded Conduit Joints, Exposed to Wet" Damp, Conosive, or Outdoor Conditions: Apply listed oompound to threads of raceway and fittings before making up joints. Followcompound manufacture/s wdfien inetruc-tlons. Raceway Termlnations at Locations Subject to Moisture or Mbralion: Use insulating bushings to protect oonductors, including conductors smaller than No. 4 AWG. lnstall pull wires in empty raoeways. Use polypropylene or monofilament plastic line with not less than 200-lb tensile strengtr. Leave at least 12 inches of slack al each end of pullwire. lnstall raceway sealing ftttings at suilable, approved, and accessible localions and fill them wlth listed sealing compound. For concealed raceways, install each fitting in a flush steel box with a blank cover ptate having a finish similar to that of adjacent plates or surfaces. lnstall raceway sealing fiftings at the follo$/ing poinS: 1, Where conduits pass ftom warm to cold locations, such as boundaries of refrigerated spaoes.2. Where otherwise required by NFPA 70. 3. ritten instructions for conditions at specific location at the time of installation. Expansion-Joint Fittings for RNC: lnshll in each run of aboveground conduit that is located where environmental temperature change may exceed 30 deg F, and hat has stnaight-run length lhat exceeds 25 feet. 1. lnstall expansion-loint fittings for each of the following locations, and provide type and quantity of fittings that accommodate temperature change listed for location: a. Outdoor Locations Not Exposed to Direct Sunlighl: 125 deg F lemperature change.b. Outdoor Locations Exposed to Direct Sunlight 155 deg F temperature change. c. lndoor Spaces: Connected with the Ouldoors without Physical Separation: 125 deg F temperature change. d. Attics: 135 deg F temperature change. 2. tnstall fitting(s) that provide expanslon and contraction fsr at leest 0.00041 inch per foot of length of straight run per deg F of temperature change, lnstall each expansion-joint fitting with position, mounting, and piston setting selected according to manufacturer's written instuctions for conditions at specific location at the time of installation. Flexible Conduit Connections: Use maximum of 72 inches ol flexible conduit for recessed and semi-recessed lighting frxtures, equipment subject to vibration, noise transmission, or movement; and for fansformers and motors. 1. Use LFMC in damp or wet 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 30XES FOR ELECTRICALSYSTEMS 260533‐6K. M. 0. 4.2 Oak Brook Go「Ciub Pa督 o RenOva∥on′ProiectN。.2018027 SLEEVE INSTALLATION FOR ELEGTRICAL PEN ETRATIONS Coordinate sleeve selec'tion and application with seleclion and application of firestopping specifted in Division 07 Section'Penebation Fireslopping." Concrete Slabs and Walls: lnstall sleeves for penetrations unless coredrilled holes or formed openings are used. lnstall sleeves during erection of slabs and walls. Use pipe sleeves unless peneffiion anangemenl requires redangular sleeved opening. Rectangular Sleeve Minimum Metal Thickness: 1. For sleeve cross-section rectangle perimeter less than 50 inches and no side greater than 16 inches, thickness shall be 0.052 inch.2. For sleeve cross-section reotangle perimeter equal to, or graaler 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 lengfr for mounting flush with botfr surfaces of walls. G. Extend sleeves installed in floors 2 inches above finished floor level. H. Size pipe sleevrs to provide 1/4inch annular clear space bstween sleeve and raceway unless sleeve seal is to be installed. l. Seal spaoe outside of sleerres with grout for penebations of concrete and masonry and wih 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 slze, depth, and location of joint, Refer to Division 07 Section "Jolnt Sealants'for materials and installation. K. Fire-Rated-Assembly Penetrations: Malntain indicated flre rating of walls, partitions, ceilings, and floors at raceway penetrations. lnstall sleeves and seal with firestop materials. Comply with Division 07 Section "Penetration Firestopping." L. RootPenetration Sleeves: Seal penetratlon of individual race\/ays wtth flexible, boot-type flashing units applied in coordination with roofing work. M. Aboveground, Exterior-Wall Penetrations: Seal penetrations using sleeves and mechanical sleeve seals. Selecl sleeve size to allow for f -inch annular clear space between pipe and sleeve for installing mechanical sleeve seals. SLEEVE.SEAL INSTALLATION lnstall to seal underground, exterior wall penetrations. Use type 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 raceway and sleeve. Tighten bolts against pressure plates that cause sealing elements to expand and make watertight seal. RACEWAY AND BOXES FOR ELECTRICALSYSTEMS 260533‐7A. E. 4.3 Oak Brook Golf Club Palo Renova∥on′Proiect No.2018o027 F:RESTOPPING END OF SECT10N Apply ttre,topping to e10ct∥cal penetttions Of葡 o僣 ted loor and wa∥assemb∥es to resto腱 。dO:na1 lre‐reslstance ra∥ng of assembly.F計 o観 opping matenals and lnstallaliOn req口 iFementS are speciled:n DIvision 07 SectiOn"PenemttOn Flrestopping`" 4.5 PROTECTION A. Provide final protection and rnaintain conditions lhat ensure coatings, finishes, and cabinets are wlthout damage or deterioralion at time of Substantial Completion, 1. Repair damage to galvanized finishes with lnc-rich paint recommended by manufacturer.2. Repair damage to PVC or paint finishes u{th matching touchup coating recommended by manufacfrrrer. RACEWAY AND BOXES FOR ELECTRiCALSYSTEMS 260533‐3 Oak 8r00k Gdf CLb PaJo Renovalon′Proiect No.2018●27 SECT10N 260553 1DEⅣT:F:CA■ON FOR ELECTRICAL SYSTEMS PART l‐GENERAL l.l REMID DOCUMENTS A. Drawings and general provisions ofthe Contract,including General lnd Supplementary Condl∥ons and Division 01 Specmcation sec∥Ons,lpply tO this Section. 1.2 SuMMARY A. Seclion lndudest l. ldentincaton ibr raceways. 2. ldentiicalion of power and control cables. 3. :denlttcatOn for conductors, 4. Warning ilbeis and s19ns. 5. lnstn』ction signs. 6. EquipmentidentmcaliOn iabeis. 7. Misce:laneous iden薔 輌cation products. 1.3 SUBM「TALS A, PFOduct Datal For each electttca1ldentmca00n prOductindiCated. 1.4 QUALITY ASSURANCE A. Comply with ANSi A13.l andiEEE C2. 3. comply vdth NFPA 70. c. Comp:y with 29 CFR 1910.144 and 20 CFR 1910.145` D. Comp!y哺 h ANSiZ535.4 for safety signs and labels: E. AdheSive¨attached labeling materialsiinciuding label stocks:laminating adhesives:and inks used by label pttnters,sha∥oomply wilh UL 969. 1,5 000RDINAT:ON A. CoOrdinate idenllca∥on namesi abbrevia∥ons,∞:ors,and other features with requirements in other Sections requiring identincation applicatiOns,Drawings,Shop D『av哺 ng,l rnanuFacturers wi∥ng diagrams,and the Operalon and Malntenance Manual;and覇 th hose requ「ed by codes,standards,and 29 CFR 1910.145, Use cOnsistent desiOnations throughout ProieCt. 3, C00rdinate lnstanaJon OfidentfyinO devices with compielon of ooveJng and painung of surfaces where devices are to be applied, C. COOrdinate insta∥●lon ofidenttfylng dev;ces Wnh loca∥on of accesS panols and doors. D. lnstallidentifying devices before installing acoustical cё ilings and similar concealment. PART 2‐PRODUCTS 2.l POWER RACEWAYIDENT!FICAT10N MATER:ALS A, Oomply with ANSt A13.l for minimum size ofletterS forlegend and for minimum length of l。lor ield for each raceway size, 3. Colors lbr Raceways Carwing Circuits at 600 V o「Less: 1. Black letters on an orange leld. lDENTIFiCATiON FOR ELECTR:CAL SYSTEMS 260553-1 Oak Brook Goif Club Patio Renovatton′ProieCt No.2018‐027 2. Legend: indicate voltage and system or servl●e type. 2.2 POWER AND CONTROL CABLE:DENT:FiCAT10N MATER:ALS A.Complywith ANS:A13.l for m:nimum size ofletters forlegend and for m:nimum lengh Of∞lor leld for each raceway and cab!e size. 1. Maよ er for Tags:Machine,plntedi permanentt waterproof,biack ink marker re∞mmended by p百 nter manufattreL B, Snap‐Around Labeis:Sliち pre‐tensioned。lexible.preplnted,co:orqDded acrylic sleeve,wih diameter sized io suit diameter ofracetty or cable itidentttes and to stay in place by gttpping atton. 2.3 CONDuCTOR:DENTIF:CAT10N MATER:ALS A. Color―Coding cOnductOr Tape:Colored,sel卜 adhesiVe vlnゾ tape nOt10,sthan 3 m∥s thick by l to 2 inches ttde. 2.4 WARN:NG LABELS AND S:GNS A. Comply覇 th NFPA 70 an1 29 CFR 1910.145. B, self‐Adhesive Waming Labell: Factory‐printed,mullicolor,pressure‐sensilive adhesive labeis, con19ured for disp:ay on front cover,dooF,0「Other aCcess to equipment unless ctthettse indicated, 2.5 EQUIPMENT lDENTIFICAT10N LABELS A. Adhesive Film Label: Machine pFin無 実ムin black,by therrna:transfer or equivalent p●cess. Minimum letteF height sha∥be 38inch. 2.6 CABLE T:ES A. Cenera卜 Purpose Cable T:esI Fungus inerti ser extlnguishingi one plece.ser 10cklng,Type 6/6 nメ on, B. UV・ Stab∥ized Cable Ties: Fungus inerti des:gned fOr contin●ous exposure to extelor suniioht, self extinguishing,One p:ece,seif iooking,Type 676 nylon. C: Plenum‐Rated Cable Ties:Self extinguishing・ UV Stabilizedi one plece,self locking. 2,7 MiSCELLANEOuS iDENTiF!CAT10N PRODUCTS A. Fasteners for Labels and SignSi Self‐tapping=stainless‐steel screws o「stainless・ steel machine scre“with nuts and lat and lock washers, PART 3‐EXECUT'ON 3.1 1NSTALLAT10N A, Verfy idenJty of each item before instattng idenllcalon products. B. Location: installidentinca10n materials and deMces atiocations for most conveniOnt viewing without interfe"nce with operaton and maintenance of eq●ipment, C. Apply identification devices to surfaces hat require Flnish after completing Flnish wo慮.D.Self‐AdheSive denmcalon PrOducts:C:ean suttceS before ap口 icaIOn,udng matettab and methOds recommended by manuFacturer OfidenllcaJon device. E. Attach signs and plastic labe:s that are not seif‐adhesive type with mechanica:fasteners approprate 10 the:ocation and substrate. _ IDENTIFiCAT10N FOR ELECTR:CAL SYSTEMS 260553-2 Oak Brook Gdf Club Palio Renova∥on′Prolect No.2010-027 System ldentification Color-Coding Bands for Raceraays and Cables: Each color+oding band shallcompletely encircle cable or oonduit. Place adjacent bands sf trvo+olor markings in contact, side by side. Locate bands at changes in direction, at penetrations of walls and floors, at 56-foot maximum intervals ln straight runs, and at 2$.foot maximum intervals in congested areas. Cable Ties: For attach:ng tags. Use genenal-purpose type, exc€pt as listed below: 1. Outdoors: UV-stabilized nYlon. 2. ln Spaces Handling Environmental Air: Plenum rated. IDENTIFICATION SCF.IEDULE Accessible Raoeways and Metal-Glad Cahles, 600 V or Less. for Service, Feeder, and Branch Circuits More Than 30 A, and 120V to ground: ldentify wittr self-adhesive vinyl label, lnstall labels at 1O-foot maximurn intervals. Accessible Raceways and Cables within Bulldings: ldentify the covers of each junction and pull box of the fullowing systems witr self-adhesive vinyl labels with the wiring system legend and system voltage. Sysiem legends shall be as bllows: 1. Emergency Power. 2. Power. 3. Lighting. Power-Circuit Conductor ldentification, 600V or Less: For conductors in raults, pull and junction boxes, , use color-coding conductor tape lo ideniify he phase. 1. Color-Coding for Phase and Volhge Level ldentilication, 600V or Less: Use colors listed belowfor ungrounded service feeder and branch'circuit conductors. ?. Color shall be faclory applied or field apptled for sizes larger than No. I Al/\rG, if authorities having jurisdiction permit. b. Colors for 208/120V Circuits: 1) Phase A: Black. 2) Phase B: Red' 3) Phase C; Blue. c. Golors lor 801277-Y Circuits: 1) Phase A: Brown. 2l Phase B: Orange. 3) Phase C: Yellow. d. Fietd-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 two tums of tape with no tension to prevent possible unwinding. Locate bands to avoid obscuring factory cable markings. lnstall instructional sign including the color-code for grounded and ungrounded conductors using adhesive-fi lm-tYPe labels. Auxiliary Eleetrical Systems Conductor ldentification: ldentify field-installed alarm, control, and signal connections. l. ldentify conductors, cables, and terminals in enclosures and at junctions, terminals, and pull points. ldentify by systern and clrcuit designation. Z. iJse system of marker tape designations that is uniform and consistent with system used by manufacturer for faclory''installed connections' 3. Coordinate identification with Project Drawings, manufactureds wiring diagrams, and the Operation and Maintenance Manual. lDENTlFiCAT10N FOR ELECTRICAL SYSTEMS 260553‐3F. 3.2 A. C. E. Oak Brook Go「Club Palo Renova∥onノ P“Ject No.2018‐027 Wamlng LEbBls ffi lndoor Cablnets, Boxes, and Enclosures for Por,ver and Lighting: Self- adhesive r'raming labels. '1, Comply with 29 CFR 1910.145.2, ldentify s!61em voltage wlth blsck letteB on an ohnge bad<ground.3. Apply to Bxterior of door, covgr, or other aoceas.4. For equipment with multlple ponEr or contol souroes, apply lo door or covEr of aquipmanl including, but not llmit6d to, the following: a. Polver lransf€r switchBs.b. Controls with ademal conbol power connactions. Operating lnstruction Slgns: lnslall inslruction slgns to facllitste proper operation and malntBnance of electical systems and ltems to which thcy connect. lnstell instrudion signs wilh approved legend where lnstruc-lions are needed for system or equipmont operalion. Emergency Operating lnstruclion Signs: lnstall instructon slgns wlth whlte legend on a red background wilh minimum 38-inch- high letters for emeEency lnstructions al equipment u3ed for polt er transiBr or load shedding. Equipment ldenlification Lab€ls: On each unit of equipm€nt, inslall unique dedgnalion lebe, that is consislent with Wring diagramE, schedules, and the Operation and Maintenanoe Manual. Apply labels to disconnsct switchBs 8nd protection equipment" c€ntsal or master unit6, control panels, control stations, lerminel cabinets, and racks of each slstem. Sy€tems inslude pow€r, lighling, confol, communicelion, slgnal, monitoring, and alarm systems unless equipment is provided witr ib own identmcaton. 1, Labeling lnst uctions; a. lndoor Equipment Self-adheshre, engra\red, laminated acryllc ot mel€mine lebel. Unbss othBrwise indicated, provlde a dngb line of t6xt wilh 12lncfi+igh leuers on 1-1/2inch-high labeli where two lines of Gxl are required, use hb€ls 2 inches hi9h.b. Ouldoor Equipmenf Engra\red, laminated acrylic or melamine label 4 inches high.c. Elevstad Components: lncrease sizes of labols and letters to those appropdste for viewing from the f,oor.d. Unless provided with self-adhesi\re maans of attachment fastsn lab6ls with appropriale mechanlcal fasteners that do not change the NEMA or NRTL rating of the endosure. 2. Equlpment to Be labeled: a. Panelboards: Typewn'tten dir8ctory of circuits in ih6 location provided by panelboard manufactu16r. Enclosures and electrical cablnets. Access doors and panels for concealed electrical items. Enclosed switches. Enclosed circuit breake6. Enclosed conkollels. Contactors, Remote-controlled switches, dimmer modules, and control devices. Monitoring and conhol equipment. END OF SECT10N IDENTIFICAT10N FOR ELECTRICAL SYSTEMS 260553‐4FGH oak Brook Go「Ciub Palo Renovalonノ ProieCt No.2018‐027 SECT:ON 260023 L:GH■NC COWROL DEⅥCES PART l‐GENERAL l.l RELATED D∝UMENTS A. Drawings and general pro疇 i●ns or the cOn詭 崚,including Ceneml and Supplementary Condittons and Divisio■01S"OmcatiOn seclons,apply"訥 iS Sec∥on. 1.2 SUMMARY A, Thls Section includes the follo麟 ng∥gh∥ng oontol deuces: 1. Time stttches. 2. Outdoor photoelectlc switches. 1.3 DEFINIT:ONS A. LED: Lightnemining diode. B. PlRI Passive infrared. 1.4 SuBM1lTALS A. Product Data:For each type oF product indicated. B. Operauon and Maintenance Data:For each type of productto include in emergency,opremlon, and maintenance manuals" 1.5 QUAL「Y ASSURANCE A. EleCtrical Components,Devicesi and Accessories: Listed and labelod as deined in NFPA 70, Articie 100,by a testtng●lency aCCeptable to authorities having iu∥sdiCJOn,anl marked for intended use. 1.6 000RDINAT:ON A. CoOrdinate layout and insta∥ation of oei∥ng輌 ounted devices with other consmctiOn that penetrates ceilings or is suppOrted by them,including!ight fxtures,HVAC equipmenti smoke detectors!lre‐suppression system,and partitton assemb∥es. PART 2‐PRODUCTS 2.l T:ME SWiTCHES A. Basis‐o「DeSign POduct SubieCt tO oompliance w∥h requirements,prOvide the product indlcated on Drawings or a comparable product by one ofthe fo∥0哺 ng: 1. Area Lighting Research,inc.:Tyco Electronics. 2. Grass∥n Contro:s Corpora∥on:a GE lndustlal Systems Company. 3. intervnatic,lnc. 4. Leviton Mfg.Companyinc. 5_ Lightoner ContrOls:a Ceniyte Company. 6. Lithonia Lighlng:Acuity Ligh∥ng Group,:nc. 7. Paragon Eiectric Co.:invensys Cmmate cOntrols. 8. Square D:Schneidё r Electric. 9. TORK. 10. 丁ouch‐Plate,inc. 11, Wat Stopper(The). LIGHTINC CONTROL DEVICES 260923‐1 Oak Brook Gor Club PaoO Renovalonノ ProieCt No.2018-027 B. Elmronic Time S哺 tches: Electronic,solid‐state programmable units with alphanumeric d:splayi oomplying with UL 917. 1. Contact oOn19uralon:As ildiCated. 2. Contact Rattng: 30‐A inducttИ 3 or resistive,240‐V ac. 3, PrOgram: S:ngle channel.2 on―ofF set points on a 24 hour schedule with skip―a―day weekly schedule and a annual hollday schedule that oveddes he l″eekly operation on holidays. 4. Ctrcuitry:Al10w∞nneclon of a photoelec爛 c relay as sub3utute fOr On‐●fF function of a program.. 5。 Astronomic Tlme:A∥channels. 6. Battery Backup: Forsぬ edules and time clock。 2.2 0UTD00R PHOTOELECTRIC SWrTcHES A. Bads●f‐Design ProdlCt: Subiect tO●Omp∥ance with ttquirements,plぃ うde he p●duct indicated on Drawings or a oomparable product by one ofthe fbl!owing: Area ughting ReSearぬ ,lnc,;Tyco Electromcs. G“ss∥n COntro:s Corporation:ら GE:ndustHli Systems Company. Interrnatic:lnc. Lithonia Lightng:Acuity Ligh∥ng Group,:nc、 Novitas,lnc. Paragon日 ●ctric Co.:lnvensys C∥mate cOntrols. Sqり ere D:Schneider EiectriO.TORK. Touch‐Plate,lnc. Watt Stopper(Thel・ B. Descrip」on:sOiid statet幅 h SPST dry●ontacts rated for 1800 VA lo operate connected l。3d, relay:or contactor cols:∞mplying tth UL 773` 1. Light‐Level Monitonng Range: 1.5 to 10 t Wtt an adiusttnent for turn‐on and tum‐ofF ievels、Mthin that range。 2. Time Delay:30・ ・se∞nd minittum:to prevent false operation. 3. Lightning Arester Air‐gap type. 4, Mountlng:Twist:ock comllying with iEEE C136.10,With base. PART 3‐EXECUT10N 3.l SENSOR INSTALLAT〕oN A. install and aim sensors in locations to achieve not less than 90 percent coverage of areas indicated. I)o not exceed coverage limits specifed in manufacturers wntten insmctiOns. 3.2 WIRING:NSTALLAT10N A. Wi∥ng Methodi Comply wih D:lisio●26 SectiOn"Low・ Voltage Electrical Power Conductors and Cables.“Minirnum conduit size sha∥be l′2 inch. 8` Widng輛 thin Enclosuresi Comply with NECA l.Separate power_∥m:ted and nonpower―limited conductors according tO conductor rnanufacturers、″ntten instruclions. C. Size conductors accOrding to lighuno cOntrOl device manuFacturers witten instruclonsl uhiOss othettse indicated. D. Splices, Taps, and Terrninations: Make connections on:y on numbered teminal strips in iunCtiOn:pu∥l and ou∥et boxesiterminai cabinetSi and equipment endOsures. L:GHT:Ne CONTROL DEViCES 260923‐2 Oak Brook Gdf Club Pa∥o Renova∥on′Prolect No.2018‐027 3.3 :DENTIFiCAT10N A. idOntify ,omponents and power and control winng according to DivisiOn 26 Section ':denunCation fbr Elec∥cal Systems.・ 1. ldenliFy∞ntr●:led circuits in“ghtng contactors. 2. lden∥亀′CirCults or lunlina∥ёs controlled by photoel●ctric and occupancy sensors at each sensor` B, LabOltime sw∥3hes and oontactors with a unique designattOn. 3.4 FIELD QUALITY CONTROL A` perforrn the fo∥o湖 ng le:d tests and inspectlons and prepane test reports: 1. After insta∥l,9 tine tttches and sensors, and after electrical circuitη r has been energized,adiust andゃ StfOr comp“ance with requirements. 2. Opera∥onal Test Venfy Ope“∥。n oFeach∥ghung∞ntrOl devl"i and adiust∥me delays. B. Lighttng cOntro:devices that僣 ∥tests and inspecuons are defective work` 3.5 ADJUST:NG A. Occupancy Attustments:When requested wit∥n12 months of date of Substan∥al comple」on・ proude on・ site assiStance in adius∥ng,ensorS to su1 0CCupied condLions.Provide up to two visits to Proiect duHng oher・ than‐no『ma1 0ccupancy hOurs forthis purpose. END OF SECT!ON L:GHTING CONTROL DEV:CES _ 260923-3 Oak Brook Golf Club Patio Renovation′ProieCt No.2018‐027 SECT10N 202726 ∥RINe DttHCES PART l‐GENERAL l.l RELATED DOCUMENTS A 3m:isttg露 潔 」冨 臨 :attn‰躙 1州 寵 蹴 闘 and supplemenね ヮ 1.2 SUMMARY A. ■ls Seclion includes the fb∥owing: 1. Receptacles,receptades輛 th integral GFCl,and associated device plates. 1.3 DEFIN:T:ONS A. EM!:Electromagnelc interferenoe. B: GFCL Croundefautt circul intem』pter. c. Pigta∥: Shortlead uSel to cOnnect a device to a branchecircuit condlctor. D. RFi:Radio‐frequency interferenoe. E. TVSSi Transient voltage su●e suppressOr. F. UTP: Unshie:ded twisted palrt l.4 SuBMITTALS A. Product Data:For each type of productlndicated. B. Operation and Maintenance Data: Fo「winng devices to indude in ali manufattrers'packing :abel wamings and insttudiOn manuals thatinclude labe∥ng conditions. 1.5 QUALITY ASSURANCE A. Source Lirnitatlons: Obtain each type of ttring devi,e and asso●lated wa∥p:ate through one source from a single manufadurer。 lnsofar as hey are available,obtain a∥winng devices and assoclated wa∥plates from a single rnanufactu『。r and one source. B. Electrical Components,Devices,and Accessories: Listed and labeled as deFlned in NFPA 70, Article 100,by a teslng agency a∝eptable to autho∥ties having iu∥SdiCtion,and matted for intended use. C. Comply、Mth NFPA 70. PART 2‐PRODUCTS 2.l MANUFACTURERS A. Manufacturers' NameSI Short●ned versions(shOWn in parentheses)of the fo∥owing manufacturersi names are used in other Part 2 articles: 1. Cooper Winng Devicesi a div:s:oぃ of Oooper industries,inc.(C∞per). 2. Hubbe∥in∞rporatedi Wi∥ng Device‐Kemems(Hubbe∥). 3. LeVitOn Mf9.Company:nc.(Leviton). 4. Pass&SeymourlLegrand:Wiring Devices&Accessories(Pass&Seymour). WiRING DEVICES _ 262726‐1 Oak Brook Coli Club Palo Renovalon/Prolect No 2018 027 2.2 GFCi RECEPTACLES A General Descnp∥on: Straight blade, feed=枷 "ugh 孵 . COmply 哺 th NEMA WDl, NEMA WD6, UL 498,and uL 943, C!ass A, and include indi●ator:ight hat is∥ghted when deuceis mpped. B Duplex GFC:Convenience Receptacles,125V,20A: 1, ProductsI SubieCttO●●rnp∥ance哺 h requirements,proMde one of the following: a. Cooper・ GF20 b Pass&S叩 our:2084. 23 WAL PLATES A WetL●catlon,Weaherproof Cover Plates: NEMA 250,compl,ng,uOl type 3R weahr‐ resistanl,Themoplastic哺th:ockab:e cover 24 FINISHES A Colol: Wi∥ng device catalog numbers in Secton Text do not designate deⅥoe colo「 l Winng DeЙ ces C●nnected to Nomal Power System: As selected by Architect,unloss othenMse indicated or requi∝d by NFPA 70 orde●ce lislng PART 3-EXECUT10N 31 1NSTALLAT:ON A Comply輛 th NECA l,Including the mounting helghts lsted in that standardi unless oher哺 se noted. B Coordha∥on哺 th Other Trades: l Take steps to insure that dttces and their boxes are protected. Do not place wa∥flnish matenals Over devlce boxes and do not ctlt holes for boxes ttth routers that att guided by nding against outside ofthe boxes. 2. Keep outiet boxes free of plaster,dり wa∥joint∞mpound,mortar,cement,concrete,dust, paint,and other matenal that may contaminate the raceway system,conductors,and cables 3 :nsla∥dmice boxes in b∥ck or b:ock"∥s so that the cover plate does not cross a loint unless theiOintls troweled lush哺 th the face oflhe wa∥ 4 install wittng devices aler a∥wa∥preparatlon,including painttng,is∞mplete c Conductors: l Do not stnp insulaton from∞nductors un∥!iuSt before they are sp“ced orteFninated on deMces 2 Stnp insula“on evenly around he conduclor using tools designed for he purpose Avoid scolng or nicking of solid Wire or cutting strands from shnded wire 3 The lengh of free conductors at ou∥ets for deviceS Sha∥meet provlsions of NFPA 70, Artlcle 300,輛 thout pigta∥s4_ Existtng conductorsI a Cut back and pigtall,or replace all damaged conductors b Straighten conductors that remain and remove co「osiOn and foreign matter c Pigta∥ing exis,ng oonductors is perlllitted provided the outlet b●x islarge enough D Device lnsta∥alon: l Replace all devloes that have been in lemporary use during oonstruction or that show signs thatthey were insta∥ed before bu∥ding nnishing operations were complete VV!RING DEViCES 262726‐2 Oak Brook Go:f Club Pa饉 o Renovatton′Proiect No.2013‐027 Keep each wiring device in its package or otherwise protected until it is time to connecl conductors. Do not rcmove surface protection, such as plastic film and smudge oovers, until the last possible moment. Connect devices lo branch circuits using pigtails that are nol less than 6 inches in length. When there is a choice, use side wiring with blnding-head screw tsrminals. Wrrap solid conductortighty clockwise, 2/3 to 3/4 of the way around terminal screw. Use a torque screwdriver rvhen a torque ls recommended or required by the manufacturer. 7, When●onductors larger ttan No.12 AWC are:nsta∥ed On 15,or 20‐A circuits,splice No.12 AWC‐pigtails fordevioe conneclilnS. 8. Tighten unused terTnina:screws On the deⅥce. 91 VVhen rnounung intO meLl boxes,remove thё lber or p:aslic washers used to hold device mOunung screwsin yokes,alowing metal‐toLmetai contact. Receptacle Orientation: 1, lnsta∥ ground pin Of vettcally mounted receptacles uP, and on h01ZOntally mounted receptacles to the nght. 2. lnsta∥hospital‐grade receptac!es in pa∥ent‐腱areas with the ground pln or neutral b:ade atthe top. Devlce Plates:Do not use oversized Or extra‐deep plateS,Repair Wal lnishes and remount outlet boxeS When standard device plates dO notfl llsh or do not coverrough wa11・ openlng。 Dimmers: 1. insta∥dimmers哺 thin temS Oftheir:islng. 2. Ve∥fy that dimmers used 7orfan speed control are∥sted for that applica∥On. 3. lnsta∥ unshared neu"ョ l oonductors on !ine and load side Of dimme, accordl●9 to manufacturersi device lislng∞ndiOons in he witten insmctions. A"ngement of DeViCes: unless OherⅥise indicated,mount nush:面 h iong dimension vertlcal and with grOunding terminal of receptacles on top. Group adiacent S哺 tches under singie・ mu:tigang wali plates. :DENTIF:CAT10N comply vuth DiVision 26 SectiOn"ldentincation for Electrical Systems," 1. Receptaciesi :den∥fy paneiboard and circutt number from which served.Use hot, stamped or engraved machine printing ttth blackJnlled !ettering on face of plate, and durable wire markers o「tags inside outlet boxes. 日巨LD QUAL:TY 00NTROL Tests for Convenience Receptacles: 1. Line Voltagel Acceptabie range is 105 1o 132 V. 2. GFCI Tdp: Testfortrlpping values speciled in UL 1436 and UL 943. 3. Using the test plug,verify that the device and its outlet box aR〕securely mounted_ 4. The tests sha∥ be diagnOstici indicating damaged cOnductors, h19h ttSiStanoe at the circuit breaker, poor connOctiOns, inadeq●ate fault curent path= defective de,ices, or sim∥ar problems, Correct circuit condl:ons,remove maifuncliOning unls and rep:ace with neW ones,and retest as specined above. END OF SECT10N WiRINC DEViCES 262726‐3F. H. 0●k Br∞k Go「Club Pa∥o Renova∥on′Proiect No.2018‐027 SECT10■265019 LED日 『 ERIOR ttGHTING PART l‐GENERAL l.l SUMMARY A. SecJon lndudes: 1. Extelor so∥d‐state lumlnaires that are desioned fOr and exclusive:ソ use LED:●mp technobgy. B. Related Req口 l"ments: 1.2 DEFINIT:ONS A` CCTi Corelated●01。「temperatu‐ret B. CRI:COlor rende百 ng index. C. Fixture:See tuminal鴫 .・ D. Lumen:Measured output of:amp and luminatFe:Or both. E. Luminalre:Complete lighung unit:nduding lamp,renectOrt and housing. 1.3 ACT10N SUBM:TTALS A. Product Datal For each type ofluminaire, 1.4 1NFORMAT10NAL SUBMITTALS l.5 CLOSEOUT SUBMITTALS A. Operalon and maintenance data. 1. Provide a ttst of a∥lamp types used on Prolect.USe ANSi and manufacturersi codes. 1.6 F:ELD CONDIT10NS A. Maは |locatlons of exterior luminalres for approval ly Owner′Engineer prior to the start ol luminaire insta::ation. LED EXTERIOR LlGHTING 265619-1 Oak Br●ok Gor Club Pa鶴 。RenovaJohノ proieCtNo.2018‐027 1.7 WARRANTY A. Waranlソ Manufacturer and instalier agtte tO"pair or replace components ofluminaires hat fa∥in mate甫 ais o「workmanship Ⅷthin specined uaranty pe∥od. 1. Waranty pettod:One yearfmm date Of substanlal Completion. PART 2‐PRODUCTS 2.l LUMINAIRE REQUIREMENTS A. as delned in NFPA 70, by a qu81i10d teslng agency,and marked for intended iocation and applicalion. B. UL Com1lance:Comply∥th uL 1598: C. Lamp base complゾ ng Wih ANSi C81.61. Do CR:of minimum 70.CCT of4000 K, Eo L70 1amp l∥b of50,000 hours, F. Nominal operaung V●Itage:208 V ac. G. inJine Fvsingi Separate inline fuse for each iuminaire, H. Lamp Ratilng:Lamp matted for outdoor use. |。 souに e LimlaJolsl obtain iuminairel frOm single source from a sing:e manuracturer, 2.2 LUMINAIRE TYPES A. 臓 and Site: 1. SubiecttO COmpttance wlh requirements,provlde productindiCated on pra哺 ngs: 2,3 MATER:ALS A. Metal parts:Free Of burrs and sharp l。ぃers and edges. B. Sheet Metal Componentsi Corrosionfesistant aluminum,Forln and support to prevent warping and sag9ing. C. Doors,Frames!and Oher intemal Accessi Smooth opera∥ng,free of 19ht leakage under operating condilions, and designed to perrnl reiamping without use oF tools. Designed to 蹴 貯 鶏惚ilよ 臓:謂 電躙:ぽ :麒 :lF視 翼朧:智 淵脱:ぽ 懲哩諫胃響 replacing ienses= D. DifFusers and G:obes: LED EXTERIOR LlGHTING 265619‐2 Oak B700k Gor Club Pa∥。Renovaton′Pttect No.2018‐027 1. Glass:Flattempered Olass. E Lens and RⅢctor Gaskets:Use heat‐and aging‐resistant res∥lent gaskets to seal and cushion ienses and renc・ ●7S in luminaitt d∞rs. F Renttng surfaces shall have minimum relectance as folloⅢs unless otherwise indicated: 1. VVhite Surb●es:85 pettnt 2. Specular Surfaces:83 percent, 3. D∥muJng specular Surfaoes:75 percent G Housings: 1. R9id!y fomed,weaher‐and:ight‐tlght enclosure that uM∥not wBrp,sag:。「deforrn in use 2 Pr●ude llteFbreather forendosed lumlnalres. 24 F:N!SHES A. FaCtOry‐App∥ed Fhish for Aluminum LuminairesI Comply輌 訥 NAAMMヽ "Metal Finishes Manualfor Architedural and Metal Products"for recommenda∥ons for applメ ng and designaung inthes l Finlsh deslgnatons preFtxed by AA●●mply輌 h ttЮ system ostablished by the A:uminum Associa」on for des●natng alumlnum inishes. a Colo「Bron2●.2.5 LUMINAlRE SUPPORT COMPONENrS A Comply哺 th requirements in Se面 o●260529“Hangers and SuppOns fOr ttectrical systems"for channel and ang:●i“n supports and nonmeta∥ic channel and ang:e suppOrts PART 3‐EXECUT:ON 31 GENERAL!NSTALLAT10N REQUIREMENTS A Colnply Mハ th NECA l B hsta∥lemps in each luminaire C Fasten luminaire to structural support. D Suppoお:l Sized and“ted foriuminaire weight. 2 Able lo maintain:uminalre position after cleaning and relamplng 3 SuppOrtiuminaires wlthout caus:ng deη ec」on of inished surface. 4. Luminaire‐mountng devices sha∥ be capable oF supporting a ho"20ntal fo"● ●f 100 percent ofluminaire weight and a vettcalfbtt of 400 percent ofluminaire weight, LED EXTERIOR LlGHTNG 265619‐3 Oak BrODk Go「Club Pa∥o Renovatton′Proied No`2013‐027 E. Wlring Methodi!nstali cables in ra09ways. F‐ lnsla∥luminaies l●veli plumb,and square哺 詢 ■nished gttde unless otheJⅥ嗜se indicated. C, Coordinate llyout and insta∥a」o■of:|"inalres v哺 th other∞nstructlon, H, Adlustluminalles hat●調Ui"ndd adiuStmentoraiming. 1 =脳 鼎拙辮割蹴常鍔Li盤 譜舗盟霧:躙 棚 鯛 wi∥lg methods, 3.2 CORROS10N PRMNT:ON A, Steel Condultsi Compiy覇 th Section 260533'RBcewalド lnd Boxes fOr Elec∥ “ I SystemSI・ 3.3 1DENTIF:CAT10NA脚 脳出聞辮 臨鯛::む 鎖臨i調 ∬響誂副凛課="“ 甲mm軸 ぉbr 3,4 F:ELD QUAL:TY∞NTROL A. insped each installed luminaire for da“ager Reptace daFna9ed luminaires and●●mponents, i, Opera60nal Test: After insblling luminalres,swtches, and accessories, ond atter dectrical● “ 」whBS been energized,“d unitS t●Oonlm prOper opera∥on, 8. Luminaire v輛 i be considered defe曲 iftt does■ot pass tests and inspections. c. r attusments are made to∥gh∥ng system`腱 test to demonstrate∞m1lanoe With standards, 3.5 DEMONSTRAT:ON A, Train Owneた maintenance personnel to adlust,Opemte,and maintal口 :●minaires. END OF SECT10N 265619 :_ED EX嗣 E】uoR LIGHTING 2656194 ATTACⅡMENT C ⅥLLAGE OF OAK BR00K OAK BR00K GOLF CLUB PATIO RENOVATION PROECT ATTACHMENT C LIST OF DRAWINGS SHEET NOS. Gl.1 Dl.1 Al.1 Ml.1 El.1 El.2 SHEET TITLES Title Sheet Demolition Plan and New Construction Details Plans and Details Plans and Details Electrical Lower Level Floor Plan Electrical Patio Floor & Pergola Roof Plans 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 SPECIAL PROJECT REOUIREMENTS 1. 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 Contractor must deliver material with manufacturers labels intact and legible, store material on raised platforms and cover material with protective covering. 8. Before work is started, 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. I l. Contractor must provide barricades to ensure that falling debris will not injure anyone, and to prevent public access to the work area at all times. Yellow "CAUTION" tape will be placed below the immediate work areas of laborers and scaffolds to warn the public of people working overhead. ATTACⅡMENT 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 remove all debris. Daily material and debris not placed into dumpster will be removed from the site. 13. Upon completion of the project the work area shall be cleaned. All debris and remaining material and supplies shall be rernoved from the jobsite, including the dumpster within 72 hours of completion. 14. Upon completion the Contractor shall supply a one year warranty covering material and workmanship; contractor shall submit sample warranty with bid. ⅥLLAGE OF OAK BR00K OAK BR00K GOLF CLUB PATIO RENOVATION PROJECT APPENDIX l PREVAILING WAGES County Trade Title Region Tvpe Class Base Wage Foreman Wage OT M―FOT Sa OT Su OT Hol HノW Pension Vacation Trainine Other Fringe Benefit DuPage ASBESTOS ABT―GEN A∥ALL 41.113.77 132 DuPase ASBESTOS ABT―MEC A∥BLD 378〔403〔11292 11.82 DuPage BOILERMAKER A∥BLD 49.4(539122 697 2041 DuPage BR:CK MASON A∥BLD 483〔1065 DuPage CARP[NTER A!|ALL 4735 49.351 1179 DuPage CEMENT MASON AI!ALL 4525 47252 1175 17.03 386 DuPage C[RAM!CT:LE FNSHER All BLD 395(39.5(1075 12.020 0.770 DuPage COMMUNICAT:ON TECH AII BLD 3382 36.62 1235 1938 189 DuPage EL[CrrRIC PVVR EQMT OP AII ALL 425S 57.95 575 13210 DuPage ELECI「RIC PWR[QMTOP ALL HWY 4145 56.38 12.870 DuPage ELECrRIC PWR GRNDMAN A!!ALL2 9.090 DuPage [LECrRIC PWR GRNDMAN ALL H昭1120 06〔 DuPage ELECTR!CPWRL!NEMAN AII 510C2 1277 5750 051 DuPage Et[CTRIC PWR LINEMAN ALL HWY 496フ 5638 088 DuPage ELECTRIC PWR TRK DRV AII 34.03 579512 1055 DuPage ELECTRIC PWR TRK DRV ALL HWY 56.3812 102g 059 DuPage ELECrrRICiAN A∥BLD 4052 1235 21.7〔5.25 DuPage [LEVATOR CONSTRUCTOR A∥BLD 5485 61.712 9.71 4.3S 061 DuPage FENCE[RECTOR N[11DuPage FENC[ERECr「ORW 450C1 10.52 207(0DuPaee GLAZ!ER A!l BLD 14.04 20.14 0940 DuPage HT/FROST:NSULATOR A:|BLD 50.512 12.92 13.1〔0720 DuPage !RON WORKER 48.33 5183 1415 2328 0.350 DuPage IRON WORKERW ALL 46.61 5017222 11.52 69フ 16.02 DuPage LA30RER A!|ALL 42.72 43.872 13.7フ 0.720 DuPage LATHER A!|ALL 47.35 4935 11.7g0 DuPage MACHINIST A!|8LD 50.882 7.23 8950 DuPaee MARBLE FINISHERS A∥ALL12 1065 164〔0DuPage MARBL[MASON A!|BLD 454 499フ2 10.65 173S 0610 DuPage MAT[R!AL TESTER I AII ALL 43052 9950 DuPase MATER:ALS T[STER∥AII ALL 37.722 1377 070 DuPage M:LLWRIGHT AII ALL 48.35 17.031 DuPage OPERATING[NG:NEER All BLD1 50122 3645 DuPage OPERATING ENGINEER A∥BLD22 0730 3444 DuPage OPERATING ENGINEER All BLD 4725 55122 196520 DuPase OPERAT:NG ENGINEER A∥BLD4222 14.35210 DuPage OPERATING ENG:N[ER A!!BLD222 196520 DuPage OPERATING[NGINEER All BLD6 521 55122 1965 15120 DuPage OPERATING ENG!NEER A!|BLD222 3645 DuPage OPERATING ENG:NE[R A!!FLT 402 4020 19.65 1623 DuPaqe OPERAT!NG[NGINEER A!!HWY22 15.0521 DuPage OPERATING ENGINEER AII HWY 48.75 19.65 15.12 14 DuPage OPERATING ENGINEER AI!HW 46フ 19.652 DuPage OP[RATING ENG:NEER AII HWY 45.3 53ヨ2 19652 DuPage OPERATING ENGINEER All HWY 44122 DuPage OPERATING ENG!NEER HWY 52.3 5331 DuPage OPERATING ENGIN[[R HVVY7 503 19652 14 DuPage ORNAMNTLiRON WORKER 4805 50552 140g 205⊆ DuPaee ORNAMNTLlRON WORKERW 45_06 48662 1052 207〔 DuPase PAINTER ALL 452811 1.350 DuPage PAINTER S:GNS BLD 43252 3.250 DuPage P:LEDR!VER ALL 47.35 49.352 11.79 20410 DuPage PiPEF!TTER BLD 485 51.512 1005 18940 DuPage PLASTERER ALL BLD 4275 45.31112 1571 089 DuPage PLUMBER AI:BLD 50.25 53252 13.35 DuPage R00F[R All BLD 4365 47.652 1244 DuPage SHEETMETAL WORKER A!|BLD 4677 49.11 1075 1555 1.03 DuPage SPR!NKLER FITTER BLD 481 50.6 13.35 1550 DuPage STEEL EREC rOR ALL 42.070 035 DuPage STEEL ERECTORW ALL 4506 486622 10.52 20760 DuPage STONE MASON BLD 4619 5081 10.65 17920 DuPage TERRAZZO FINiSHER BLD 41.54 4454 10750 04 DuPage TERRAZ20 MASON BLD 1075 DuPage T!LE MASON All BLD 464S 504S 10.75 1499 DuPage TRAFF!C SAFETY WRKR A!|HWY 7058 DuPage TRUCK DR:VER AII ALL 36ヨ 10.61 DuPage TRUCK DRIVER A!!ALL 36.45 15 976C DuPage TRUCK DRIVER AII ALL 36S 96〔132E0 DuPage TRUCK DR!VER A:!ALL4 38.1(11111(0.E0 DuPage TUCKPO!NTER All BLD0 理]LALI:」Al DocumentA312“-2010 Pertormance Bond C0MRACTORI (Nong legolsrons rd otldrrr;ts) Oblr Conslructlon Company, lnc. 27398 Volo \41q. Road Volo, lL 60073 oWIERT Nanc,legol tlaili/! ond oMrus) Mllage of Oak Brook 1200 Oak Brook Rd, Oak Brook, cotitslRucfl 0!t co[TRAcr D6,lc: 9D4EO18 Anont $279,500 Dlscription, (l'kt E otd laollor, Oak Brook Golf Club Pa∥o Renova∥on at 2606 York Rd,Oak Brook,IL 60532 80ND Date:10/01/2018rar翻 ″rrlal callgr7■″り,cOl171r′助reJ Amotlnt:s279,500 MOdincntions to:his 3ond: 00N■い"Bond Number P802129600005 SURETY: NaoE. lcmtl slohr at.l prirciod olceqfbrchns-g Aooflo'a a D oELlTK)i{3: Phitadetphia rndemniry tnsurance companilH'iffi*ff"'ffi'l:l; One Bala Plaza, Suite 1 00 cq1phthr Thr outho( mly rbo Bala Cynwyd, Pennsylvania iar riaid h.ld drtt. ortglnst ^lA aLndrd fqm. tu lddlbB lrd Oralbl'' R*od hd nola add.d tfdndonrrmll!.ayth lolho I L 60523 thndrd tum lqt b ryt.u. rrom lh. .dior ad rfiould !c rotl3$.d, A Y30c.lln ln lh lal mllh ol frb dqlmsd lndlad, nhaia lha rutho. h.' ad&d naa0sa.,lr o,toalol and ullrt lho rfi( hlt d.d to o. dC.Ld ,rur lh. orielnC AIA ld. Thb deJmml har hrpodrnt logal co.BcquaEao. Comolldlon with an E[orrly b $Eorragrd rvth ra6r6cl to llr compLllur or modl,b.alon A0y dl[uhr rct r.oc. b Conk.dor, Srr,Ety, Orn€, or oths 9r,ly th.[ b€ cfi Uad plurl wi$. srpllcsblo. Compny l-Vl No,rc I Sce Sectlon 16 SURETY Compaリ S18nature: Nmtleand (Corporcte ぶ ―N3memd Ti∥●Oorek wbun軍 議標■ぃ魔め▲″Ti∥e: (Any odd lonol slg,alurcs appear on c last We of thls Palonno ce Bo d.) (FOR INFORMITION ONLY -:- Note, oddrcss ottcl telcplnne) AOEIII or 8ROKER: OWNER'S REPRESENIATIVE: Connor&Ca:lagher Onosource 750 Warrew輌 ∥o Rd.Sto 400 L18:●,'L60532 (Archltect, Engirc$ or olhet poty) Attomey・ nfact 棚鍬胡J8用 認8糖 鯉VI概躙"国 °mo n●“m師 ●x"“p●●Jb“““7●0“∥τ"3Ⅲmtい pfod… "AA3● ―■ 1_l wNch e“¨ “ E on1227"013.and“ぼ lor“罐口o2010 Pa,lomaiaa Eo.rd. lhaAncdcao h{rtuL oaArd{&lr. Al rlghtt ,aa.rra.Oocumontle pro●ctodり “uⅢ"響 ν“ u゛ 。n Or゛ 叩bu“。n ofい り認●・"ⅢⅢ子liJomonofI「輛″轟ullFu.8 CcP/rll■■w end:■●′n3tiOn3]rr●au08 u Ularl{oL!i (1982705261) S t The Contractor and Srrely,jointly and scvrrally, bind thcrnseh,es, thcir hcks, o(eqrtors, adminislrhlor$ 6ucc€sors and assigns ro the Orvn.I for thc p€rfofl snc! oflhr Consuuctlofl Col|tnct, vhidr i! inotpratcd hacin by re&rence. $ 2 lfthc Conlractor pcrforms lhe Cofftruction Conlract, thc Srmty and lhe Cqlractot sllrll ltavc no obllgstlon under this Bond, cxctpt lvten applicsblc to particiFtc in a confcrcncc as provldcd in Soction 3. $ 3 lf therc is no Ourcr Default undo the Conslruction Cottract, the Surety's obligstion un&r this Bond Ctall orise a0er ,l thc ormcr first povidcs noiic6 to the Contractd atd tho Sunty that ho OmQr is comi&Iing declarlng a Co0tractor Dcfault. Suclr noticc drall indicaie $lcth$ the Ownq ls requcstil8 a cdfcrcncc among lhc Orvncr, Contrector and Srrcty lo discus rhc Cortraaor's pedornanct. lflhc Orrllcr docs not r€qu.st a Gllr&rcnca, fte Surcty may, rvithin livc (5) hElnoss drys rn.r r€cciPi oflh€ Omrrrs noticc, request $ldr a coofclcn€,e. lf lhc Surcty timely requ€sts a cufcrmc., {lc Olvn.r shall atlcnd. Unless the Ormcr agrcas othcrrvisc, any confcrence rcqucted rndcr lhis S.clion 3.1 shrll bc hcld rvi0lh tcn ( t 0) hsincss da}r of lhe Surctys rcccipt of th! Olmer'3 noticc. lf lhc Omer, thc Contrrtor and th. S[rcty sgrcc, ilc Conlractor shall bc allo*td a r€asouble timc to p.doim lhc Cratructior CoDtrscl, but such a[ agr€cmelrl shall not $aive thc Ormer's right, lf6ny, $bequcntly lo dcdarc a Contractor Dc&ult;.2 hc ormcr dcclares I Contracto Dcfoult, teminstcs thc Constrrdim Conuad and notifrcs thc Sur€tI aud ,3 lhe Ovncr has agrecd to pay thc Balanc! offte Contract Pric! ir acc dancc rvilh thc tcnns oflhc eoNhuction Contract to lhe Surety or to a co ractor sclcctcd lo plrlorm l e Coostruclioo Contlact. $ tl Paihrre on the part of tllr O$,nrr to comply \vith thc noticc rcquimncnt in &cticr 3.1 shall not conslituE a hilurc to conply with a condition prcccdcot to ltc Sllrcys oHigsliars, or rclcas€ fic Sucly frmr ib obligetiorB, cxccpt to thc o(llnt lhe Surc{y demonstrates sclusl pr"judicc. $ 5 Wrcn thc Ovner has sstisfied tte conditlons ofSection 3, thc Surty shall promp[y and rt thc Surcy! expeme taki or ofthe followirg actions: $ 5.1 Arrange &r lhe Contractor, with thc consent ofthc ormer, to p€rform and complelc the Constructior Corlract; $ 5.2 Und€rtake to p€rform and complclc thc Cotlslruclidt Cqrtraci itself, drrorgh itsagcnts or independclt conlndors; 0 6.3 obtain bids tr nc,gotlatcd proposals from $alified contr8clors scc€ptrbl€ to ho Orur€r 6r a conlrlcl for pedoamance and complctlon oflhc Cqlstrucllon Contraol, anangc for a co lracl lo bc prlFrcd frr o(Gc{ltior by thc or^,ncI and a contractor sclcctcd rvllh thc Ormcf's concllncncc, lo bc scarcd Mltr pdormarcc and poynont bolds otecutcd by a qunllflcd surdy oq[lvalent ao lhc bonds lsucd on thc Conslruclim Cmlracl and pay to thc Orma the amormt ofdamsgcs 8s dcscriH ln Sectlon 7 ln txccs of the Balarco oftho Colticl Prlcc lncuncd ty thc Ormcr ar I r€sull ofthc Corbaotor D€falll; or $ 5.{ Wslve lts ghl to pcrbrm alrd complae, rnaogc br conplclion, or ouail 8 ncw coltrmlor and rvith rcasorablc protnptncss $Ddcr thccircumslancag:.l Aftu invcstigation, detclmine the amount for rvhici it nay be liable to lhcOmcr and, as soor Rs pracllcablc afte, thc amou lt delamincd, nakc la)ment to lhe Ovncr; or,2 Dcny llablltty ln wholc or i[ pa ard notiry thc Oryrer, citing lltc rasons lor dcnial, $ 6 lfthc Surcty doca not pocccd as proyided in Section 5 rvih reasonablc Fomplrcss, the Slr€ty shall be deem€d to be ln &Rult on lhis Bond sever days nflcr rcccipt ofan additional \wiltan floticc from dlc Om€r to thc surcty demanding that 6€ Srrety pcrfrnn its obligations md.r thls Bord, 6nd the ornlcl ihall b cntitlod to c0brcc ary rcmcdy available to the O$rar. lllhc Surely prooeeds as povided ir Scclioo 5.4,8nd thc Omer refrlsqs lhe pEyru€lt or thc Surety has denicd liability, in lvhole or fur Frl, without furlher notice thc o\srcr slnll bc qrtitlod to cnforce any rcmcdy aYallable lo the Owrer. NA●●almm AI12‐―期0““n“∞““Thette面 囀¨ `● chl疇 .川 “ hじ "剛 咄棚雷」∥淵濡珊鴨酬庶d" υ.●.C●py“lht L●w ond“lornauonal Tr●ll138.unauぃ 。 "20d rOpduclloぃ ord16trbullon o,th 3ハ"●●vefo cL“3nd“nllnal pendu●●and w11 1o prosectlled to lh● “ xlmun●●l●nt po33bl●undof“鮨wT鮨 “ 割mmt饉 podtud byAIAttro81 lS:“ `Oon 01′ 1● "13 unl● 0由 N●●171473021_:輌 いox"“on'″″‐19,●ndに nd rOr軌 u30f NOle3:(1982703261) §7 rhe SurevdeCヽ 10act under Seclol1 5,15.2●r'3,then ll●responsiulilicsoflheSu口 〃totheOlvnershal:not be grealerthalithose oFthe Conllactortlnder dle CclnmcliOn cOnmct Rnd ther●pollsibi∥t皓 orthe Gmerto lh● Su",Shdl●a beg嘲 にr hanthmoFtheOlvn"ultder■eColl●rllction COmrRCLSuい Ot。lhe colnmmment by■● 01vner o Pay:h●Bnlatlce oFぬ e Contm゛ ∥ce・ ■●鍮wた 。Ыlgated,tvitholll duplimtlont For.1 」le responsibi∥ties o「the Conmc10r For correclolt oFdeFective mttalld●allplaiOn OFlhe ColislruaiOn cOnlnct; .2 addhbnalleFL deign prOた sionJ and de:aycosts res∥∥ng Oont he Coninct"ヽ Detul、and resu:ting rrOm the actionsor tti:ure to●●tofthe Surety ullder Sec∥on S:alld .3 ∥qddated demo8039 0riFno l:quidated damnges are specined in dleCollsmctioll cOntract aClunl dalnages mllsed byddayed perForl■ance or non‐perFormallce oFtte Contndα.s31Fme Suretydects toact under Section 5.l,5.3 orS.4,the Suretyヽ loЫ ∥ty■lmited to■enmount ofhis Bolld. §O The Surelyslla∥na be laue to the osuler or olllers for oЫ igadons oFthe Chtact●r thm are tntdged toule Conshcd●t Con籠 鳴and th●Balance OFthe conlmct Price shali nol be redtnd orset ofFon accolult ofanysuch unrehied ob:iBations No lJlt Of蘊 10n sha∥accFtl●On tllt Bond to nny pers●l or enity olher than lhe(加 er ori“ heitt executors,admhl“ra嘔 suCCessos and assig帳 S l0 'Ihe Surcly hcrcby rmivcs ndlca ofany chengg incl[ding changcs of tlnq, to the Construclion Corttracl or to rclated subcontracts, puchasc ordcrs and otha obligatiors. $ ll tuy ptoceeding lcgal or cqoihblc, undcr lhis Bond may bc instituted in sny cout t ofootnpctlnt Jurledictlor ln thc locatlon lrr rvlrich the sork or part ofthe nurk ls locatcd 6nd shall bc lnstituui Nithln trvo y;rs afrir a dcctuatiqrofco ractor Dcfrxll or rvilhin trvo !t8rs aller lhc Conlracto,r ceascd rrcrking or rvithin t$rc lcars rncr thc Surety refirscs or hils lo pafo(m lB obligf,lions und€r $B Bon4 rvhichov$ occurs [iEt. lfthc provisiu]3 oflhb Prngraph arc void or prohibited by larv, the mininrun pcriod of limitation availablc to suctics as a dcftnsc in the jEidiaion of thc auir sll8ll be applicsble, S 12l.lotico to fic Surcty, the Orm.r or lhe Contreclor shall b. mailcd s deliwrcd to thc addrcs: sholo or Ihc page on rvhidr lheir signturc appcan. ! l3 \l'hen this Bond has bocn f,rrnishd to comply rvilh a statutoryor othcr legrl rquirancnt in 6c location tvfierc the cqBtructiot rvas to bc pcrformed, any provlsion iu this Bond co fllding Nith safi shtutory or lerl rsquitcmcnt shall b deqncd delcted hercritln alld provisidrs conforming to such stalulory or olhcr l6d rquircment shall be decmcd lncorporacd hacln. When so fumishcd, lhc intcnt is that this Bomd dutl bc onstrucd ni a stitutory bond and not as I conmoo laiv bond. S l{ o.llnl0on! $ l4.l Ealance ol lhe Coffid Prhe, Ttrc lolsl imouni prr)rblo by lhc Orrcr to tho Contractor und* thc Col31rudlor contmct sncr ill ?rop€r rdjurlr|qllr hrvc bccn m(lc, Indudlng allorvanc to tho Co rsclor ofiny snounlr rccdwd tr to h recelrcd by Ihc Ornlcr ln lcltlcmcnt of lnsurnco or olher clalms 6r &magca to wl ch fta Oonhrolor ls €nlltld, reduccd [y all valld and popcr paymcnts mad6 lo or on behelfof fic Cort]8ctor rmdel thc Conrtruction Contract, ! l4.zCon tuctlon Conlract ThG agrlcmcnt bettvEen thc Otvner Bnd Contrador idcntificd on thr cover pag., hrcludhg all Confsd Documcnts and chatgcs made to lhe agrccment flld thc Co racl Do$mcntr, S 14.3 Contractor 0ofault Pailurc ofthc Contraclor, rviich has not hcn rcrncdicd or laived, to pcrfonn or otlrerrvisc to comply wilh I nntcrlal Icrm ofthc Construction CortrRct. $ 14.10wnsr D6ffllt. Failuro ofthe Orma, rvhich has rol bcal remcdlcd or ryaivcd, to pay thc Contraclor as rcqulred mder lhe Comtrnctlon Contract or to perfoln and oornplete or comply rvith Oc oth* riaierinl tcrnrs oflhe Conslructiofl Colll]ac{. $ 14'Sconlract Documsnls, All lhc documcnts that comprlsc rhe agrcemart htl.cal thc omcr nnd conlractor. AI:1聖 露霊燿lFlr響 9璧 空雪:]曽 "11■ Amef m ttmtl●rⅢⅢ "彎 :型 !的 h,購 "・ I WARN"9:ヽ いA●・●● `um“ L prOt●●tedけAIA●●●menl A312口 ‐2010 FeForml●●●●●nd■oAmef m h"mtl●rAnllem.Ali ttht●● “ ″|uac。 "r19hlLew md mematl● ■■,r●●uは いaulhOI""耐 uCl10n∝dttubu10n d“鷲置襴出棚麿躙機跳蹴搬僣d,型 里 "Jf"Jpr,壼 彎If,1,1型 J望 鯛30Cuted to●o mammum●xlent p●33bb und17th……。″"ψ …"m_叩 ・・ ・・ 岬 “ ‐ “・ "嘔 u…pF al甲 ′∞ “ 回 "●I・ IF螂 薦 鮮 置 襴 旧 棚 ぼ 限 畿:戦 釧翻謬甜出聴 ￡:響 臓p"3“uted●●o mammum●涎0■ "劃76021_1輌 ⅢO"“●n'″72013.and 13: 030,Nol●8:(1002705251) $ 15 lfthis Bond is isued for ao flSrcemcnl hhyeen a Contractor ard subco11tnctor, thc tcrm Conlrac]or in fiit Bond shal! b decncd to he Subcorltractor alld thc lerm Orura drall bc dcmcd to b Co0trEctor, $ 16 Modificatioff to ihis bond arc as follolrs: ('pcz ls pra,ided bdanlor aclclltbml slgnt rs olodded pa les, o Et tlrunthM qpa tryott B coret page)CONIRACIORASPRI}ICIPAL SUREIYC器 騰nstrudion company・ hc α:″溜●勒 躙 h僣 Se●ウ Signatme:SiEuturel Narne and Address: Namcind Title: Addrcss: 27306 Voto Vinage Rd., Volo. lL 60073 NA Oo―m“セ"¨細 oPMonm∞輸 O heAm赫 "|“OArch回 “ 川 ““ 3蹴 蹴 悧 器 」器 楡 W晰 鼎 臨 d"us copr19H蜘・ lld:ntomユ lonal Trel“澪.unauthO"疇 d reppducuOn 07 113'“buuon。 “ ●3“ 80VO●輌m●od cHmillI Ponal“03.Ond Jl bo p103●●u10d to ule m3xinltm exl“Po●3ibleunderthelew.“●●mm∥腱ぃ出 中 "AIA 301mre●116:2●40m●tr4o12●i3merO“。r“馘 "7147602■ 1■餞昴eplfo3 0n 121270,0.ond i3 nol“r●口はu307 Nd":(1112705261) 255 PH:LADELPHIA INDE■INITY INSURANCE 00■IPANY One Bala PlattL Stlite l∞ Bala CIIn、lγ d,PA 19004‐0960 Poncr ofAttorney KNOW ALL PERSONS BY THESE PRESENTS: That PHIIADELPHII INOEMNITY INSURANCE COMPAIIY (the Companyl, a corporation organized and eristint under th€laws of the Commonwealth of Pennsylvania, does hereby const'ttute and appoint Jamh Leahy, Susan M. vanEk, Chrlsbpher Moon& Elhabeth AEcn, Michele A. Mccoy, shhl€Y Eallq Gthy O,mmane, Megali Garcia, Robert Glonek and Susan AtEen of Connor & GallaSher tnouGnce Servic€s, Inc., its true and lawful Attomey-in'fact with full authority to execute on its behalf bonds, undertaklngs, recognizaoces and other contracts ofhdernnity and writints ob,i&tory in th€ natu,e thereof, issued in lhe course of its business and to bind the Company thereby, in an amount not to exceed 3s0.000,0O. Il-5- P:l:: ll e,tomey is granted .and is signcd and scalcd by facsimilc under and by tlrc authority of thc folloning Rcsolution adoptcd by rhe Board of Direcrors ofPHILADELPHIA INDEMNTTY INSUMNCE COMPANy on the 146of November, 20 t6. RESOLVED: FtlRTHER RESOLVED: That the Board of Dirtrtors haeby authorizes the prcsident or any Vie president of tlrc Conrpary: (l) Appoint Attomcy(s) in Fact ard authorize thc Attomg{s) in Fact O cxecut on bchalfofthe Company bonds and undertaliings, corracts Ofindenmity and olher writings obligatory in thc naturc thcrcof and to attach thc stzl of thc Compaoy thereto; ad (2) to ronove, al any tinre, any such Attomcy-in-Fact and rcvokj ttre authoritygivcn. Ad, k it That the signatures ofsuch oflicers and ttrc scal of the Compary may be allixed to any such Po$er ofA(omey or certificate relating therEto by facsimitc and arysuch po\tr oi Altomey s{, o(ccuted and ccrtifrcd by facsimile signaures ard facsinrite seal shall bevalid and binding upon the Conrpany in the future Nith Eeect to any bond or underuking to which it is attachcd. IN TESTIMONY WHEREOF,PHILADELPHIA INDEMNITY NSURANCE COMPANY HAS CAじ SED THIS iNSTRUMENT TO BE SICNED AND ITS00RPORATE SEALTO BE AFFIXED BYlTS AUTHORJZED OFFICE THIS 27TH DAY OF OCrOBER,2017 (Seal) Philadclphia Indcnrnity Irrurance Company on this.27t day of October, 201 7, bebre me cam. tlr individual rvlto_c-xccuted thc prcceding instrumeat, lo me pe6ona$y krto\vn, and being by rrre duly srorn saidthal he is the therein describcd and artlrorized ollicer of thc PIIIIADELPHIA IND'EiltNITi INstrRANct coupetri; thar itre se"t affixed to said instrumenr isthe Corporate seal ofsaid Company; that tire said Corporate Seal and h1s signaturc rrcre duly affixed. Notary Public: COtaげ Sed) - ruiding at: My conmissiou cxpircs: … d.=A Septcnlber 25_2021 憾榊暫翌鵬靱響蜆靱働勇聯淵量欄∥ h Testlmony WhereoFi have subscri“d my name and綱 てd ne Facsim∥e seal ofeacll Companyぬ お_|_day oF」】ビ11,20′7. COヽ IPANY I「 J]亀 lLILA〔 Document A312・ -2010 Paymenf3o″d鰤 稔 ヽ Volo,IL 60073 0WNR 綴赫e ragar磁 “ aだ 滋れり ヽ1:lage of Oak Brook 1200 Oak Brook Rd, Oak Brook, lL 60523 @[stRl,cItoi cofiRACT Drrt .: 9f2412018 Andrt $279,500 Dceoripdoa: (Nonendlcaw) Oak Brook Gotl Club Patio Renovation at 2606 York Rd, Oak Brook, tL 60523 BOIIDw, 10t01D018 Na ealiq thar &wmanon &nbact Ddc) AmmtS279,500 M調 田腱JOlls tO饉 I Bond: … ORAS劇 岡田日PAL Bond Number,PBo2129600005 SURETY: hα 脇 鵬 ″ ″ … :∥ξ:」は四 畏里∥:|:群 瞼nCe company Bala Cynwyd,Pennsyivanh Tttdmm耐 艤 imp●● “暉 ●‐●q… Co'rr|lrta.l rtth .n €tonsy b a,Eoiragcd vr h,asp6cl to llE conddion o. modifECion. Any drEuh, rd.'anoc io Csitrcbr, Susty, ou,nor or olhar prty $aI bc cdLE rld plrd rlE e .pp&.bte (Arry odn ional sigmturu qpes on the lasr';ge ,f ttYf.yrfi )r)) l-X-l N*" l---l scc sc"tiqr ts Name ■■:, Attomey-lnfad 卜脇`棚 激 ‰ LIs:o.lL 60532 綸 SURETY 翻瑠nsru面 。鑑 溜 騎g劇 勁に:Name“ 節 del Derek Watson,President (1ヽ 16404001 $ I thc Contactor and $rEty,joidly aod scvEralh hbd rhqnsclvB, thcir hchr, crccutd3, admirdstsators, succGsorr slrd sssiSns to the O1,tr 8 to pay for labor, naterials rnd oguiprurt ftmiScd for usc in thc pcrformsncc ofolc Corlatuctr'qt C.,mtsct, e/hich fu incorpGatcd hcrein by ,!fucncq subirct b thc foltoving tcrBs. S 2 lfthc Cortlcbr p.ompdy ltral(rs peyrnent ofall sums dLE b Clalnat& eddcfctrdt indc@rifc5 d holdr hamde$ tbc OwE Am ckirs, dcnards, liars tr suils by lay pcrson €,r cotity sc.[iDg piymiot &r hbor, sutrrirls or cquilmcnt fwaishcd fa usc is lhe perbmance of the Cmstsuctioi Co ract, thrn ftc Surcg and thc Coflbactor $a[ halE no obligatioo rudcr tiis BouL $ 3 If thac is uo Owno Dcfiult rudcr 6c Consiuctio C6t c! thc Surqty's ohlig.ridr to thc O, Dor udcr this Bond sball ariec aftcr tho ovrncr has ponpdy notif€d the conmcDr ord thc surty (at lhc add&ss rtcscribcd ir Scstion 13) of ctai[lq dcoaorb, licns u srie aginst thc Ownrr c thc Ou/llcr's propfity by rry pr[ron o. .ndty sccking papremr for labor, matcrials o cquipncnt fumishod for usc in thc prrforDrllcc ofthc a;sEuction cdfa.r atrd trnddcd dcftnsc of such clairns, dsrEftt licos a suits to thc Cootacta ed rhe Su"ty. 黛調器器鶏臓躙淵ppuy m“血sげ 8-Se Ⅲ “ m鵡 lh Or dt $ 5ltc Surcty's obtigrtios to s Claimiqt udcr this Bond shsll arisc aftrr thc ftllowirg: $ 5.t Chimrofs. nto & trot bar€ a dicct conhci with ihc Conbactor,.1 havc fmidrcd a u/ritEn no{icc oftrm-payrn€nt to thc Cotr€otor, atathg with sutchntial acunacy dlg amdmt clEimcd ad 0rc narrc of thc frty b whorr thc matcrids vcrq or cquiFtrot y/rs, ftmidrcd q sqplicd q for nhm trc labor nae dmc u patrood, nitbin nirctyago) dsy6 atcr having last pcrftrrlcd labor G last fumi6hcd rllarcfids tr cquiprrcot includcd in thc Claio; aod.2 ha\E seat a Clain to thc Surty (8trhc ad&*s dcscribod in Seaio l3). ! 5.J Cla!1ants,.vho,ar9 gngllycd by.m havc a dirEct corrtsact with fic Contsaclc., hrvc scor a Clain to ttr Sunty (rt thc addrGs dcscribcd ia S*rion 13). ! 0 lf a notircc of nor-paymcnt rcquircd by scction 5.1.1 is givcn by thc ourncr ro 6c cotsacior, thst is rrffsiart to satisry a ClairD8rt's obligst@ to furnist 8 writtcn noticc of ncn payrrent unda Scstim 5.1.1. 5 7 lvlco a claimant has satkfiod tb€ ooditioos of scctions 5. I or 5.2, rai&cvu is applicablq thc surdy slr,I pronptly and at thc Surctl/s oq,lsc tEk! thc follotrilg aatins: $ 7.1 Scnd an answer to thc C]rinult, u,i6 a copy to the O$/n€r, withio sixty (60) dsys afrcr rcccipt oftbc Clairf ttatitrg lhc !$ormh that rc undisputcd md thc basis for challcnging ary mouol! thlt ar€ diryuto4 md $ 72 Pay or arrargc for lEyn(nt of tqy urdfuputcd amounts. $ 7.3lhe Surcyt fiitrc r,o di$rh.rgc ib obligdioos llld(r S€ctie ?.t 6 Scotiotr 2.2 sbdl lor bc dr.mcd to cmslitutc 6 wriv€r ofdcf€nsB $r slrr$y or cortactor msy ha\/r or acquir" as to 8 ctain, dccpt ar io urdiryubd smcrots for e&i*-th€ Surrty lad Oaimt haw rebod agrcancnt t4, hov.q'a, thc Sucty aii to Ascf[rgi ie obligatiors unda Scction 7. I cr Socrim ?2, lhc Surty Ehsll in&mlg, tho Clainant fr 6i rcasmablo ardrds fc.cs thc Claioant iacurs tha€aicr to rccov€r any $ms fund to bo du€ ard owilg to thc Claimam S 8 The sr,Id_yt totat obligatior rh'll not o[ccd [rc_ amoJ,rt ofthis Bood, plus rhc aldnt of rrasomuc lrbncy'g focs prwidcd uader Section 7.3, and thc amourn ofthir Bond shalt be crrditrd &( alry pay1ncots trrada in good liith by thc Surcty. $ 3 Amouds owed by drc Own6 to thc Cqltactor lrndq th€ Consuucticl Coutlct shdl bo used fo, tlcpa'&unmcc ofthc constuctioo cotacl rod to sati$ clainrs, ifany, under my coostsucriar pcrformoce hood. By thc contnctor fumiddrg and the oumcr acccpting this Bond, thcy agrcc that dl fuqd! carncd by &c ccnbactlr in thc perfamance of thc costudioo cmmct Ec dcdicstcd to satiS ouigarios of tlrc conmcb ud surcty urdcr this Bord, subjcct to Oc Ou/trq's FiGity to usc tb€ firnds for rhe ccorplaior ofthe wck 縫棚 側 1『総∥i躙 諄:織 I錦 棚常曲線 闘諾蹴淵拙『″譜閻 絆臨 鷺翻t v.tt-clY-il.,id-cr!nln1,.nJtL., ..ld YJlll b. Dro..cst d to tt iurhtum.n.r{ po..llte unocrrrc t,n*. ilii'dc{ie&;-.-i;;il7ilili1; aa '12l)8:tl8 on 002r20r 2 uda( Ontd t{o.i4l580 t6.t5_t vrtich €pkr. on o?/06/20ig. ad b rbt to. l€.alo. …“・ ―d" l,La.llotac:(195,3404161 s l0 Thc s*oty shall not bc lilblc to il,c oma, clsioraob c orb€fr for oblirgtims of tho cantacb, thrt sleufflhtrd to &r cmstsuctie cetsct Thc owDs slE[ not bc liablc for thc-pry:rart of roy ccts c qpcascs of my Claimant ru{icr this Bon4 ud Sall havc uda 6is Bond tro obligado 6 fu}D paym;t to, d gi'c notioc u bchalf of, Claimonc or oth€r$risc halE any obllgatiors to Orinana ri&r this Bond' ! 1l Thc Srrcty ha€by uaivc noticc ofany c,hrngg iocludiag chsngps ofrimr, to lhc CaBtsldion C t cIdto rclaed stbcmhcq prchasc ordcrt and otlrcr &iUntims. - $ 12 No srit or ecrioo drall bc c@mlocGd by r cliitrlDt undrt tbis Bd,d 0lt.1 6{l i! E odni of codrpctrot Jurisdidion b 6c s$tc h v/hich rtc projoct ftrt is tho $bjcar ofthc constsuctim cmtrcr is locstcd; rft.r iro(pLrtion_ofolc,r.r 6om thc.drtc (l) on which tbe cLin.ot sat r cl8in !o rt' gulty F,rEe bgGclioo i,1.2 0r 52, a (2) on which rhc hst hbo tr scrvico *,. Dlrf'mGd b,y rnlorc or thc hst nd;;h tr "Crtp.-f*;flrmishcd by anyomo uadcr rfic cmsrucdo c',rair, whictrcvci or (t; or (2) fir* oonrn. tf thc pivisioo of this ParaSrapt ar rcid or Fohiutcd by hr , rttc Etinimrm pcriod of limit*icniraitruc o nraia as . a.to* l, o"jurisdiction ofthc &lit $rll bc sppticrblc. S l3_Noricc aDd clairos b thc surcty, ihc ounr 6 thc cmtacM stall bo nuild o rtdivaut to thc ad&cse *ora on_thc pgc cr whid 0rcarrig,rt,," spcair. Achd rcccipt ofncicc or Oaios, hos",rcr acconplidro4 d,a[ b, sufEcislt complidncc ar ofttc rtato rccdrrcd. $ 14 lvhat 6is Bold hrs bcco firnidrod to couply with t stltutsy s othor lqel roguircmtnr il thc locrtio uihcrrtic€otstustio u,[s io_bc pcremrcd, any proviiriia in oris sood ;oooicdrg dft oia d.t bry - t"dl rrqrrr".-t s.hatl t 9qrd dcttgd hcrc&ou ud prcrvisiors corforming o cucrr stau&y or orh.' bgr! r;4uir€;Brt si;I b€ daqDcd iDcorFrrtrd hcrcu W}co so fumidr4 thc intcnt is lhat lhis Bond dnll bo cqrtnrcd st s stlhrlory boid and lot as r oomm la* bond. 1r5 tbg . * t qy pcfs@ or cntity lppcaring b bc s pobarial bctl!fidary of fis B@4 tfic C6ract6 lDd Owncr dul pomptly fimidr a copy of thie Bond or shall pcnnit a copy to tc dade ! 16 Defnlthnr $ 16.1 Chlm. A mittar sfdcmcni ry Oc Oiirlant indudiog rt a minimuru:.1 6c Dmo of the c,sirDdrt;2 tbc noc of ths psrscn ftr rvhmr rhc labor rrras dog a mebrialsc cquipmcot firmi$o(,3 a copy of thj agrtcrnatt or prchrsc odcr p,uroart io whid fabd, doirk ; .Srdpr; *,- ftmi$cd for rt3c ul tte pcrfumancc of thecqffiucti6 CooEact'J a bncf rLscrtptim of thc labc, moahle d cquipma fmifra{.5 6c drtc oo ra,hid lhc alri[n't l.rt pcrfsord labor or lE t furniahcd u3ilciafs c aquiFlart fo, o,c in thc paformancc of tbc Costuctio CmErcg,6 &c q4 rmou c6m.d by ihc Cl"mrti for labor, rratcriala or cquipocat Gmi$od 0s of thc &!c of lhc Claim;.7 fic totEl lmolDt of prcviou Flmrntr rcccircd by thc Chineg jdE fto loral rmount fur snd uaFid b t,c craimam 6r hbor, mruhrs c oguipmart flrmicrorl ae of rbc date oftte Claim S I A2 Chlmaltt An hdividul or cfrity hsving s ditlct cotfact with lhe Cortrcrfi c $iith a stcootnctor of thrcontra.*or to fillEi$ labor, natrrials c cquipmcnt for usc in thc pcr&rnmce ofthc cogtsuctio c@ttact Tbotcon claimart also uclrdc6 lry tdividurl fi rnrity that hrs rigbtfulty aranrcd r aaim udc u ap6icabl cmocirnids liea or simils slahttt sgsipst thr llel prcpcrty lpor rfiicl &c Projcd ir locrild. Tte iirirnt of rhis Bonrllbstl bc io incldc wirhoqt limit.tiar in itc terns ntaioo, mitcriats or cquiprnit'&at pa.t ofwotcr,3rl-frr, -'-- t'gtr- hcag o , gasolinc, tcl?horc aavicc fi rcot l equipmcot uscd tr tne 'Co:trrcOoi Cootrct, ;:ffiflil'ird Tqrtrfrns scrriccs rcquircd for prfumancc of thc ;o;,( of tho contaclor ua fta cantaaq'i s,bc;Eastors, - a l E[ ofrcr ircms for whidr a mcchanic'r lica may bc assortcd in thc jurirdiaim vtcro ttro labor, mrtrials or ' equipm.nt !,rrc fumifrod. $ 16'3_cotsuur0an Gonrlci rh! igrccmcnt bctwca Ihc owncr and cmtact{r idcr i6rd or 6€ covcf, pagc, including all cortsa DocrursBis 8rd aI chmgcs made to thc agllellsrt enr, rhc cooaacr Doaumctrts. 撻鷺棚 酬」組1:酬 説11盤 開nen cM Bndcllmi腱 |●●口tに “ wlll“ “翻麟l曖 卿悧帥 踏棚躙棚器忠需酔こ蕩d・・tm品 螂岬嘲尋鵡 |1516484081 5lA{ Ofirt Dafrut faiftlr ofthc Ouncr, c,lddl hrs lot bccn rGrncdicd a rrah.{ to psy &o Ccrtnctor u rcquircd undcr 6c CmsfirctioD Colnlct or to p€rfom md corplctr I comply flil[ tho othcr ttrsl.Iial tcrtr3 of lh€ Cctsuctid C.d not. S 105 Cdrtlcl Doctlnan&. A[ lhs doqEEnE ont compriec tfic rgnanorr bdwa Uc OwrE ard Contnctc,r. $ 17 If ihis Bo,nd h issucd for an agrccncnr barrcco . Cdrt cta and $bcontrscbr,lhe tdo Cofscior in this Bord slall bc decmad to bc Sutcontactor rad ths trrn Owmr drall bc decm€d to bc CcnErqtd. $ 18 Modificatia[ io lhis borrd ae !s follou,s: , Attomeyin-Fact (Space ls prwidet belowfu additlorol sigdur"t da&d prtiet, other than rtoe Weadng on lhe covct psga) CONTRACTORAS PRI∥CIPALCoryarrl (Corwmta $eal) Orbis Construction_Company, lnc. SI口:Nm and■■o: Address: Derek Watson,Presldent SURETY …Ph∥adelphla Signi$ro: Nanc rad Titlo: Address: insurance rcoP/a″&妙 AIA Oocuarait lslfr - l0lo hyr tgond.ifEfuEictrrllItJ.ofAlEillab,Alnghb,!.4(lYtRfll[GrfrdlAA'Dofimittapliotcr.dny U,& Co-d$rt L.yi.nd ht.m.thn l T]t ll... Un utiorts d nElductlon rdbtrllullon ot t t ll^' Docullcn! orlry Dor{on ol l,,h.y rt.st h ..y.n cMl .rd .dlBln.l p.nllr!. rird wlll b. pror.cutd lo !h. m.rhqm lrbnt !o..lbh m&.th. lar{. Tt.. &aultntr6! 9.!dEad D1, AlA.&rt al 12S6:46 6r lXrr:Xt/:2O12 unds frr No154SCL0l6a5-1 w afi adl! oi|02/08/201a, aid tt nol for ft!a|..U.crxot..r (l95t8t04to ABBREVIA■ONS MAT=RIAL DES:GNA■ON SHEET INDEX 寝 賞F 隔 需 墨 議&騨 … ―~慾 … 鋼塁 酔 響 駒 碑酔 難 暉 炎 ぽ 警… 貯 ‐ 構 夢 鰤 酔 静 貯 貯 響― 夢 藝 織 甑 l l… □翻 「 "… 隕 … [ま 郵ゝ… 4////////M… r/////輻 /「ノrAL %笏 … 「lil●1響 ″″… 国睡園目翻島ぃ ‐… ■目 ‐― 彫 電 … 区 1= □霜 ―"¨… ISSUED FOR BID AND PERMiT 9 AUGuST 2018 0AK BR00K GOLF CLUB 2606 YORK RDOAK BR00K,:L60523 APPL:CABLE CODES SYMBOLS a CALLOuTS 撼当翻出F一 ……嘔 4響 躍出蹴 一―…暉 ―◇…… ―…瞑 〇……“ ――…瞑 Ю 倒田“ に3a―HO…7‐ -0-n 昌…" ―~‐ヽ言議「“ 聖 CONSULTANTS CER■FICAコ ON LOCATION MAP … EXP DATE 'i~°m oATE~・ ・ PA■O RENOVAnON OAK BR00K 00L「CLuB 2000 YORK RD OAK BR00K,:L00523 CZ909コ l`】00U8】VO Cu】uO人 909τ 8n￢ЭJ■oo"oou日 】V0 NOLVAONヨ ヨOLVd SttЭ ヨ上lHOuV SttVI￢￢IМZ ≦0_ ビOOLO 褒0_ ○○○O OO OOOO O :・ ' ● 忘蟄仁饒乳轟:轟1饒 曇i宦 蛛埃::::::il:|:::|:i::|li:::lii EOIA―LEC● Ha-03L mTB 増|MECHAN:CAL NOTES 嶽〔ば廉 (1(MECHAN:CAL LOWER LEVEL FL00R PLANn 「 O響 癬躍贅酬上~~4~ 0,出 喘酬Pm知 "颯 島ら0口 "ロ ◎霧瞬瑠紆…a…_謝雹漱霊…寵……腑′硫 ハ昌わ 瑯 増|DnnwlNG NorEs (to SYMBOL L!ST2 ELECTR:CAL LOWER LEVEL FL00R PLAN 饉曖歯・,オ4 -空――な ―― 姜 @ l, @&@|@n@ffiE@arp!,!u6. 2. &EM@'E@*MEruEUEAffi4G.ユ 醗辮師調議 騒郭 解 .. .@rru@rm@reH&rlfr8ffil4ra O ―AO ttT……O辱 察磐疑罰嬰記踊F LIGHTING FIXTuRE SCHEDULE ELECTR:CAL PAT:oF… 嗜|