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R-1487 - 09/08/2015 - AGREEMENTS - Resolutions Supporting Documents ITEM#BA.1. PGA Of 0gk4P 0 0) min= G O A \_ NOUN I,- AGENDA ITEM Regular Board of Trustees Meeting of September 8,2015 SUBJECT: Award of Contract: Butler Government Center(BGC)Automation System Upgrade FROM: Doug Patchin, Interim Public Works Director BUDGET SOURCE/BUDGET IMPACT: $205,000 from Program 421-90400. RECOMMENDED MOTION: I move that Resolution 2015-BCG-GAS-CNTRCT-R-1487 be passed authorizing the execution of a contract with Trane US, Willowbrook, IL in an amount not to exceed $167,965 for the Butler Government Center Automation System Upgrade. Background/History: When the BGC West Wing was built in 2001/2002 it included rooftop gas heat units. Due to control issues, they have never been used. The control problems stem from the fact that the controls are pneumatic rather than digital. The lack of control means that the system relies upon electric heat coils in the duct work to provide the majority of required heat. The control is so poor that the coils are often activated in the summer to heat over-cooled air. By controlling dampers and heating/cooling units with a digital system, we can avoid having the resistive heating activate entirely. The demand on the resistive heat electrical circuit should fall to less than $25,000 per year. The system will perform better(i.e. deliver better temperature control). We should be able to keep the system running until 2024-2026 in this configuration. Discussion: The project was advertised and bids were opened on July 28, 2015. Two contractors submitted bids (Trane US and Schneider Electric), The low bid, $167,965, was submitted by Trane US. A contractor bid scope review was conducted with Trane and they appear to be responsible and responsive. The programmed amount for this contract is$205,000. Recommendation: I recommend that the board pass Resolution 2015-BCG-GAS-CNTRCT-R- 1487 authorizing the execution of this contract. ,, , Kluber Architects + Engineers www.kluberinc.com July 29,2015 Mike Hullihan, P.E. Public Works Director Village of Oak Brook 1200 Oak Brook Road Oak Brook, IL 60523 RE: Bid Results Butler Government Center Automation System Upgrade Kluber Project No. 15-172-983 Dear Mr. Hullihan, On July 28,2015 bids were publicly opened and read aloud for the above referenced project. Two contractors chose to submit bids for the project. The low base bid was submitted by Trane US,Inc from Willowbrook,Illinois in the amount of $159,750.00. The second lowest base bid was submitted by Schneider Electric Buildings Americas, Inc from Homewood, Illinois in the amount of$239,786.00. We conducted a Contractor Bid Scope Review with Trane and believe their bid to be responsive and complete. Therefore, the Board may wish to award a Contract to Trane US, Inc. in the amount of$167,965.00 (this includes acceptance of Alternate No. 1 for replacing the pneumatic controls on the building exhaust fans with direct digital controls and interfacing them into the new DDC building automation system in the amount of$8,215.00). The information contained herein and in the attached bid tabulation is provided to you for reference and use in your decision to award the Contract. Thank you for the opportunity to be of service to the Village of Oak Brook and we look forward to the successful completion of this project with you. Sincerely, Donald Ware Jr., P.E. Vice President Kluber Architects+Engineers Attachments:Bid Tabulation Cc: Rania Serences, Senior Purchasing Agent Batavia Office Gurnee Office 10 South Shumway Avenue 4212 Old Grand Avenue,Suite 101 Batavia,Illinois 60510 Gurnee,Illinois 60031 630.406.1213 847.336.3428 I BID TABULATION Project: Butler Government Center Automation System Upgrade IlKluber Owner: Village of Oak Brook Architects + Engineers Date: 7/28/2015 Kluber Project No.: 15-172-983 Contract Type: Single Contract,stipulated sum Total Base Alternate : . No. 1 All Alternates Provide DD Co control for bldg Holder Plan .. 1 Trane Us, Inc Willowbrook, IL Y $159,750.00 $8,215.00 $167,965.00 2 Schneider Electric Homewood, IL Y $239,786.00 $12,013.00 $251,799.00 3 4 5 6 7 8 9 10 11 12 RESOLUTION 2015-BGC-GAS-CNTRCT-R-1487 A RESOLUTION APPROVING AND AUTHORIZING THE AWARD AND EXECUTION OF A CONTRACT FOR THE BUTLER GOVERNMENT GAS HEAT TRANSITION BY AND BETWEEN THE VILLAGE OF OAK BROOK AND TRANE US WHEREAS, the Village desires to upgrade the gas heat units of the Butler Government Center by replacing the controls of the heating units with a digital control system ("Work'j; and WHEREAS, the Village solicited bids for the completion of the Work, pursuant to which the Village received 2 bids; and WHEREAS, Trane US of Willowbrook, Illinois ("Trane"), is the lowest responsible bidder for the completion of the Work; and WHEREAS, the Village and Trane desire to enter into and execute an agreement for the completion of the Work in an amount not to exceed $167,965.00 ("Agreement'), which Agreement is attached to this Resolution as Exhibit A; and WHEREAS, the President and Board of Trustees have determined that it is in the best interest of the Village to enter into the Agreement with Trane; NOW THEREFORE, BE IT RESOLVED BY THE PRESIDENT AND BOARD OF TRUSTEES OF THE VILLAGE OF OAK BROOK, DU PAGE AND COOK COUNTIES, ILLINOIS as follows: Section 1: Recitals. The foregoing recitals are hereby incorporated into, and made a part of, this Resolution as the findings of the President and Board of Trustees of the Village of Oak Brook. Section 2: Approval of the Agreement. The President and Board of Trustees hereby approve the Agreement by and between the Village and Trane in substantially the same form attached to this Resolution as Exhibit A, and in a final form acceptable to the Village Attorney. Section 3: Authorization and Execution of the Agreement. The Village President and Village Clerk shall be, and hereby are, authorized to execute the Agreement on behalf of the Village after receipt of the final Agreement fully executed by Trane. Section 4: Effective Date. This Resolution shall be in full force and effect upon passage and approval in the manner provided by law. [SIGNATURE PAGE FOLLOWS] I Resolution 2015-BGC-GAS-CNTRCT-R-1487 BGC Gas Heat Transition Page 2 of 2 APPROVED THIS 8th day of September, 2015 Gopal G. Lalmalani Village President PASSED THIS 8th day of September, 2015 Ayes: Nays: Absent: ATTEST: Charlotte K. Pruss Village Clerk I I I EXHIBIT A AGREEMENT #36893296_vl i BUTLER GOVERNMENT CENTER AUTOMATION SYSTEM UPGRADE VILLAGE OF OAK BROOK 1200 OAK BROOK ROAD OAK BROOK, ILLINOIS 60523 OWNER OF 0 A k g9 v O S � G r p V VILLAGE OF OAK BROOK 1200 OAK BROOK ROAD OAK BROOK, ILLINOIS 60523 ARCHITECT KLUBER ARCHITECTS + ENGINEERS 10 S. SHUMWAY AVE. BATAVIA, ILLINOIS 60510 DATE: JUNE 16,2015 PROJECT NO. 15-172-983 SECTION 00 0101 PROJECT TITLE PAGE PROJECT MANUAL FOR BUTLER GOVERNMENT CENTER AUTOMATION SYSTEM UPGRADE 1200 OAK BROOK ROAD OAK BROOK, ILLINOIS 60523 OWNER VILLAGE OF OAK BROOK 1200 OAK BROOK ROAD OAK BROOK,ILLINOIS 60523 ARCHITECT/ENGINEER KLUBER ARCHITECTS+ENGINEERS 10 S.SHUMWAY AVE. BATAVIA, ILLINOIS 60510 i PROJECT NO. 15-172-983 00 01 01-1 SECTION 00 0101 Copyright 2015 by KLUBER,INC.;All Rights Reserved PROJECT TITLE PAGE SECTION 00 0107 SEALS PAGE 1.01 DESIGN PROFESSIONALS`SEALS A. MECHANICAL ENGNEER I i END OF DOCUMENT PROJECT NO. 15-172-983 00 01 07-1 SECTION 00 0107 Copyright 2015 by KWBER,INC.;All Rights Reserved SEALS PAGE SECTION 00 0110 TABLE OF CONTENTS PROCUREMENT AND CONTRACTING REQUIREMENTS PAGES Introductory Information 00 01 01 Project Title Page 000101-1-1 00 01 07 Seals Page 000107-1-1 00 01 10 Table of Contents 000110-1-2 00 01 15 Drawing Index 00 01 15-1-1 0031 13 Preliminary Schedule 00 31 13-1-1 SPECIFICATIONS PAGES Division 01 --General Requirements 01 10 00 Summary 01 1000-1-2 i 01 23 00 Alternates 012300-1-1 01 30 00 Administrative Requirements(1 page attachment) 013000-1-5 014100 Regulatory Requirements 014100-1-2 014200 References 014200-1-4 015000 Temporary Facilities and Controls 015000-1-2 01 60 00 Product Requirements(1 page attachment) 016000-1-4 01 70 00 Execution and Closeout Requirements 0170 00-1-6 01 78 00 Closeout Submittals 017800-1-4 017900 Demonstration and Training 017900-1-3 Division 22--Plumbing 220719 Plumbing Piping Insulation 220719-1-3 221005 Plumbing Piping 221005-1-5 22 30 00 Plumbing Equipment 223000-1-3 Division 23--Heating,Ventilating, and Air-Conditioning(HVAC) 23 05 93 Testing,Adjusting, and Balancing for HVAC 230593-1-2 23 09 13 Instrumentation and Control Devices for HVAC 230913-1-5 23 09 23 Direct-Digital Control System for HVAC 23 09 23-1-12 Division 26--Electrical 26 05 00 Basic Electrical Requirements 260500-1-4 PROJECT N0. 15-172-983 00 01 10-1 SECTION 00 0110 Copyright 2015 by KLUBER,INC.;All Rights Reserved TABLE OF CONTENTS 26 05 01 Minor Electrical Demolition 260501-1-2 END OF SECTION i PROJECT NO.15-172-983 000110-2 SECTION 00 01 10 Copyright 2015 by KLUBER,INC.;All Rights Reserved TABLE OF CONTENTS SECTION 00 0115 DRAWING INDEX GENERAL G100 COVER SHEET,GENERAL NOTES, SYMBOLS&DRAWING INDEX MECHANICAL M301 LOWER LEVEL FLOOR PLAN M310 PARTIAL UPPER LEVEL FLOOR PLAN M311 PARTIAL UPPER LEVEL FLOOR PLAN M312 PARTIAL UPPER LEVEL FLOOR PLAN M410 TEMPERATURE CONTROLS M411 TEMPERATURE CONTROLS M412 TEMPERATURE CONTROLS M510 EQUIPMENT SCHEDULES END OF DOCUMENT PROJECT NO.15.172-983 00 01 15-1 SECTION 00 01 15 Copyright 2015 by KLUBER,INC.;All Rights Reserved DRAWING INDEX SECTION 00 3113 PRELIMINARY SCHEDULE 1,01 GENERAL A. The following represents the preliminary construction schedule for the Work.This schedule is the current estimate of the Owner to be used for purposes of bidding.All bidders shall include the costs of all overtime,double-shift, or so-called "premium'time that may be necessary to meet this milestone. 1.02 PRELIMINARY SCHEDULE A. Award of Contract: August 11, 2015 ' i B. Commencement of Construction: August 25, 2015 C. Substantial Completion: December 01, 2015 i END OF SECTION PROJECT NO.15-172-983 0031 13-1 SECTION 00 3113 Copyright 2015 by KLUBER,INC.;All Rights Reserved PRELIMINARY SCHEDULE SECTION 0110 00 SUMMARY PART 1 GENERAL 1.01 PROJECT A. Project Name: BUTLER GOVERNMENT CENTER AUTOMATION SYSTEM UPGRADE. B. Owner's Name: Village of Oak Brook. C. Architect/Engineer's Name; Kluber Architects+ Engineers. 1.02 CONTRACT DESCRIPTION A. Contract Type: A single prime contract based on Lump Sum Contract as described in the Village of Oak Brook Contract for Municipal Center Building Automation System Upgrade Bid Package document. 1.03 DESCRIPTION OF ALTERATIONS WORK A. Plumbing: Remove existing electric tank type water heater. Provide new high efficiency gas fired tank type water heater and expansion tank.. B. HVAC: Remove pneumatic control system equipment as identified in construction documents. Provide new direct digital control(DDC)system for equipment as identified in construction docments. C. Electrical Power and Lighting: Alter existing and add new construction. 1.04 OWNER OCCUPANCY i A. Owner intends to continue to occupy portions of the existing building during the entire construction period. B. Cooperate with Owner to minimize conflict and to facilitate Owner's operations. C. Schedule the Work to accommodate Owner occupancy. 1.05 CONTRACTOR USE OF SITE AND PREMISES A. Arrange use of site and premises to allow: 1. Owner occupancy. 2. Use of site and premises by the public. B. Provide access to and from site as required by law and by Owner: 1. Emergency Building Exits During Construction: Keep all exits required by code open during construction period; provide temporary exit signs if exit routes are temporarily altered. 2. Do not obstruct roadways, sidewalks, or other public ways without permit. C. Existing building spaces may not be used for storage. D. Utility Outages and Shutdown: 1. Do not disrupt or shut down life safety systems, including but not limited to fire sprinklers and fire alarm system,without 7 days notice to Owner and authorities having jurisdiction. PROJECT NO. 15-172-983 01 10 00-1 SECTION 01 10 00 Copyright 2015 by KLUBER,INC.;All Rights Reserved SUMMARY 2. Prevent accidental disruption of utility services to other facilities. PART 2 PRODUCTS-NOT USED PART 3 EXECUTION- NOT USED END OF SECTION i PROJECT N0.15-172-983 011000-2 SECTION 01 1000 SUMMARY Copyright 2015 by KLUBER,INC.;All Rights Reserved SECTION 0123 00 ALTERNATES PART 1 GENERAL 1.01 SECTION INCLUDES A. Description of Alternates. B. Procedures for pricing Alternates, C. Documentation of changes to Contract Sum and Contract Time. 1.02 RELATED REQUIREMENTS A. Document 00 2113-Instructions to Bidders: Instructions for preparation of pricing for Alternates. B. Document 00 43 23-Bid Form Supplement-Alternates: List of Alternates as supplement to Bid Form, C. Document 00 52 00-Agreement Form: Incorporating monetary value of accepted Alternates. 1.03 ACCEPTANCE OF ALTERNATES A. Alternates quoted on Bid Forms will be reviewed and accepted or rejected at Owner's option. Accepted alternates will be identified in the Owner-Contractor Agreement. B. Coordinate related work and modify surrounding work to integrate the Work of each alternate. 1.04 SCHEDULE OF ALTERNATES A. Alternate No. 1 -Exhaust fan controls: State the amount to be added to or deducted from the Base Bid to remove the pneumatic controls of the building exhaust fans and provide direct digital control and monitoring of the building exhaust fans as identified in the construction documents. PART 2 PRODUCTS-NOT USED PART 3 EXECUTION- NOT USED END OF SECTION i PROJECT NO. 15-172-983 01 23 00-1 SECTION 0123 00 Copyright 2015 by KLUBER,INC,;All Rights Reserved ALTERNATES SECTION 0130 00 ADMINISTRATIVE REQUIREMENTS PART1 GENERAL 1.01 SECTION INCLUDES A. Preconstruction meeting. B. Site mobilization meeting. C. Progress meetings. D. Construction progress schedule. E, Submittals for review, information, and project closeout. F. Architect/Engineer-provided JPEG files, G. Number of copies of submittals. H. Submittal procedures. 1.02 RELATED REQUIREMENTS A. Section 0170 00-Execution and Closeout Requirements Additional coordination requirements. B. Section 0178 00-Closeout Submittals: Project record documents. PART 2 PRODUCTS-NOT USED PART 3 EXECUTION 3.01 PRECONSTRUCTION MEETING A. Architect/Engineer will schedule a meeting after Notice of Award. B. Attendance Required: 1, Owner. 2, Architect/Engineer. 3. Contractor. 4, Contractors of major trades as invited to attend meeting. C. Agenda: 1, Architect will prepare and provide agenda for this meeting only. D. Architect will provide minutes and distribute copies to all participants and those affected by decision made for this meeting only. 3.02 SITE MOBILIZATION MEETING A. Architect/Engineer will schedule a meeting at the Project site prior to Contractor occupancy. May be combined with Preconstruction Meeting, B. Attendance Required: 1. Contractor. 2. Owner. PROJECT NO.15-172-983 01 30 00-1 SECTION 0130 00 Copyright 2015 by KLUBER,INC.;All Rights Reserved ADMINISTRATIVE REQUIREMENTS I 3. Architect/Engineer. 4. Contractor's Superintendent. C. Agenda: 1. Use of premises by Owner and Contractor. 2, Owner's requirements and occupancy prior to completion. 3. Construction facilities and controls provided by Owner. 4. Temporary utilities provided by Owner. 5. Survey and building layout. 6. Security and housekeeping procedures. 7, Schedules. 8. Application for payment procedures. 9. Procedures for testing. 10.Procedures for maintaining record documents. 11.Requirements for start-up of equipment. 12.Inspection and acceptance of equipment put into service during construction period, D. Record minutes and distribute copies within two days after meeting to participants, with copies to Architect/Engineer, Owner, participants, and those affected by decisions made. 3.03 PROGRESS MEETINGS A. Schedule and administer meetings throughout progress of the Work at maximum monthly intervals. B. Make arrangements for meetings, prepare agenda with copies for participants, preside at meetings, C. Attendance Required: Job superintendent, major Subcontractors and suppliers, Owner, ArchitecUEngineer,as appropriate to agenda topics for each meeting. D. Agenda: 1. Review minutes of previous meetings. 2. Review of Work progress. 3, Field observations, problems,and decisions. 4. Identification of problems that impede, or will impede,planned progress. 5. Review of submittals schedule and status of submittals. 6. Maintenance of progress schedule. 7. Corrective measures to regain projected schedules. 8. Planned progress during succeeding work period. 9, Coordination of projected progress, 10.Maintenance of quality and work standards. 11.Effect of proposed changes on progress schedule and coordination. 12.Other business relating to Work. E. Record minutes and distribute copies within two days after meeting to participants, with copies to Arch itect/Engineer, Owner, participants, and those affected by decisions made, PROJECT NO.15-172-983 013000-2 SECTION 0130 00 Copyright 2015 by KLUBER,INC.;All Rights Reserved ADMINISTRATIVE REQUIREMENTS I 3.04 CONSTRUCTION PROGRESS SCHEDULE A. Within 10 days after date of the Agreement, submit preliminary schedule defining planned operations for the first 60 days of Work,with a general outline for remainder of Work. B. If preliminary schedule requires revision after review, submit revised schedule within 7 days. C. Submit updated schedule with each Application for Payment. 3.05 SUBMITTALS FOR REVIEW A. When the following are specified in individual sections, submit them for review: 1, Product data. 2. Shop drawings, B. Submit to Architect/Engineer for review for the limited purpose of checking for conformance with information given and the design concept expressed in the contract documents. C. After review, provide copies and distribute in accordance with SUBMITTAL PROCEDURES article below and for record documents purposes described in Section 0178 00-Closeout Submittals. 3.06 SUBMITTALS FOR INFORMATION A. When the following are specified in individual sections,submit them for information: 1. Design data. 2. Certificates, 3. Test reports. 4. Inspection reports. 5. Manufacturer's instructions. i 6. Manufacturer's field reports. 7. Other types indicated. B. Submit for Arch itect/Engineers knowledge as contract administrator or for Owner. No action will be taken. 3.07 SUBMITTALS FOR PROJECT CLOSEOUT A. When the following are specified in individual sections, submit them at project closeout: 1. Project record documents. 2. Operation and maintenance data. 3. Warranties. 4, Bonds. 5. Other types as indicated. B. Submit for Owners benefit during and after project completion. 3.08 ARCHITECTIENGINEER-PROVIDED CAD FILES A. After the execution of the Contract, Architect/Engineer will provide, free of charge, upon receipt of a properly completed and signed request utilizing "Electronic Data Transfer Consent Farm"at the end of this Specification Section, raster image architectural floor plan in .JPG format with vector line work overlayed in AutoCAD 2013 format. PROJECT NO.15-172-983 013000-3 SECTION 01 30 00 Copyright 2015 by KLUBER,INC.;All Rights Reserved ADMINISTRATIVE REQUIREMENTS B. Contractor acknowledges and accepts that the Architectural Floor Plans do not contain structural, mechanical, electrical,plumbing, fire protection and other building systems information depicted in the Bidding Documents. Examples of information not contained in these files include,but are not limited to,title blocks,keynotes, schedules, mechanical ductwork and equipment,electrical device symbols, circuit numbers and home runs, plumbing equipment,piping runs and riser diagrams, and architectural/engineering text or details. No other CAD files, data or information will be provided. C. Only requests from Prime Contractors will be honored. Subcontractors must obtain the files from their respective Prime Contractors. D. In submitting a request, Contractor acknowledges that: 1. ArchitecUEngineer bears no responsibility for the data or its transmission, 2. Use of the data by the Contractor or his subcontractors in no way relieves the Contractor of his obligations under the Contract, 3. Contractor is solely liable for any and all claims arising from any and all products generated by the Contractor or its Subcontractors employing the data, j 4. Contractor and its Subcontractors have a limited, non-exclusive license to use the data solely in connection with the Work of the Project,and that 5. Architect/Engineer retains all rights, including copyright,to the data. 3.09 NUMBER OF COPIES OF SUBMITTALS i A. Documents for Review: 1. Small Size Sheets: Not Larger Than 11 x 17 inches. Submit two(2) paper copies,one of which will be retained by Architect/Engineer. Contractor shall make his own copies from the original returned by the Architect. a. Contractor's Option; In lieu of paper copies indicated above, submit in Adobe PDF electronic file format via email.Architect will return a reviewed copy in Adobe PDF electronic file format via email. Create PDFs at native size and right-side up; illegible files will be rejected. 2. Large Size Sheets: Larger Than 11 x17 inches; 36 x 48 inches maximum. Submit two(2) paper copies,one of which will be retained by Architect/Engineer. Electronic file format(PDF or other)is NOT acceptable. Contractor shall make his own copies from the original returned by the Architect. B. Documents for Information: Submit one copy. 3.10 SUBMITTAL PROCEDURES A. Transmit each submittal with a copy of approved submittal form. B, Transmit each submittal with AIA Form G810, C. Sequentially number the transmittal form. Revise submittals with original number and a sequential alphabetic suffix. D. Identify Project, Contractor, Subcontractor or supplier; pertinent drawing and detail number, and specification section number, as appropriate on each copy. PROJECT NO, 15-172-983 013000-4 SECTION 0130 00 Copyright 2015 by KLUBER,INC.;All Rights Reserved ADMINISTRATIVE REQUIREMENTS E. Apply Contractor's stamp, signed or initialed certifying that review, approval, verification of Products required,field dimensions, adjacent construction Work,and coordination of information is in accordance with the requirements of the Work and Contract Documents. F. Deliver submittals to Architect/Engineer at business address. G. Schedule submittals to expedite the Project, and coordinate submission of related items. H. For each submittal for review, allow 20 days excluding delivery time to and from the Contractor. 1. Clearly identify variations from the Contract Documents. Regardless of the type of variation, Contractor is solely responsible for errors in the field that arise from submittal variations from the requirements of the Contract Documents if those variations were not expressly noted to specifically identify for and describe to the reviewer the nature of the variation from the Contract Documents. J. Identify variations from Contract Documents and Product or system limitations that may be detrimental to successful performance of the completed Work. K. Correlate submitted items with specified products; clearly indicate the specified product that corresponds to each submitted item. L. When options or optional features available for a Product are indicated in a submittal,and selections for those options/features are indicated in the Contract Documents, identify on the submittal the selection indicated in the Contract Documents. M. Provide space for Contractor and Architect/Engineer review stamps, N, When revised for resubmission, using clouds, highlights or other means acceptable to the Architect, identify all changes made since previous submission. Resubmittals that do not clearly identify all changes may be delayed and/or returned to the Contractor unreviewed. 0. The Contractor is entitled to one(1) resubmittal of any Shop Drawing, Product Data, or Closeout Submittal item rejected by the Architect or returned by the Architect for further action.Thereafter, the Contractor shall pay the cost of all further Architect's reviews of Shop Drawing, Product Data or Closeout Submittal, at a rate of$200.001hour.Cost of such further reviews will be deducted from the Contract Sum by Change Order, P. Distribute reviewed submittals as appropriate, Instruct parties to promptly report any inability to i comply with requirements, Q. Submittals not requested will not be recognized or processed. R. Submittal reviews may be delayed and/or submittals may be returned unreviewed for any of the following reasons: 1. Submittals submitted outside the scheduled dates of the Submittal Schedule. 2. Submittals are incomplete or are missing information. 3. Submittals are not submitted in accordance with procedures outlined in this Section (Le,spec Section number not indicated, missing Contractor's review stamp, submitted items not correlated with specified products). END OF SECTION PROJECT NO. 15-172-983 013000-5 SECTION 0130 00 Copyright 2015 by KLUBER,INC.;All Rights Reserved ADMINISTRATIVE REQUIREMENTS Kluber Architects + Engineers ELECTRONIC DATA TRANSFER CONSENT FORM Project: MUNICIPAL COMPLEX BUILDING AUTOMATION SYSTEM UPGRADE 1200 OAK BROOK ROAD OAK BROOK, ILLINOIS 60523 Kluber Project: 15-172-983 Owner: VILLAGE OF OAK BROOK KLUBER, INC., an Illinois corporation, is providing electronic data to you solely at your request and for your convenience. By accepting and opening any of the electronic data files, you agree that Kluber, Inc. bears no liability for the data or its transmission to you and that you are solely liable for any and all claims referring or relating to any and all products you,or your Subcontractors, may generate with the data. You acknowledge that you have a limited non-exclusive license to use the information solely in connection with your work on the project captioned above, and that Kluber, Inc. retains all rights, including copyright, to the data. Acknowledged by: (Printed Name) (Signature) Company: Date: Email: Architectural Floor Plans are transmitted for the contractors' use as backgrounds for shop drawings and as-built drawings, and, as such contain graphic information for column grid, walls, floors, stairs, doors, windows, room numbers,ceiling grid, lights, receptacles, diffusers and sprinkler heads where indicated on Bid Documents. Plans do not contain title blocks, keynotes, schedules, mechanical ductwork and equipment, electrical device symbols, circuit numbers and home runs, plumbing equipment, piping runs and riser diagrams, and architectural/engineering text and details. Plans depict entire floors and are not formatted, partial plans as depicted in the Bidding Documents. Files are provided in R2007 .DWG format.) i SECTION 014100 REGULATORY REQUIREMENTS PART 1 GENERAL 1.01 SECTION INCLUDES A. General. B. Definitions. C. Quality Assurance. D. Regulatory Requirements. 1.02 RELATED SECTIONS A. Section 0110 00-Summary. B. Section 01 42 00-References. 1.03 GENERAL A. Comply with all applicable laws, rules, regulations,codes and ordinances. B. If the Contractor observes that the Contract Documents may be at variance with specified codes, notify the Architect/Engineer immediately.Architect/Engineer shall issue all changes in accordance with the General Conditions. C. It shall not be the Contractor's primary responsibility to make certain that the Contract Documents are in accordance with all applicable laws, rules and regulations, however,when the Contractor performs work knowing or having reason to know that the work in question is contrary to applicable laws, rules, and regulations, and fails to notify the Architect/Engineer, the Contractor shall pay all costs arising therefrom. 1.04 DEFINITIONS A, Definitions: 1. Codes: Codes are statutory requirements, rules or regulations of governmental entities. 2. Standards: Standards are requirements that have been established as accepted criteria,set general consent. 1.05 QUALITY ASSURANCE A. The Architect/Engineer has designed the project to applicable code requirements and has copies of said codes available for the Contractor's inspection. B. The Contractor shall: 1. Ensure that copies of codes and standards referenced herein or specified in individual specifications sections are available to Contractors personnel, agents, and Sub-Contractors. 2. Ensure that Contractor's personnel, agents, and Sub-Contractors are familiar with the workmanship and requirements of applicable codes and standards. PROJECT NO.15-172-983 0141 00-1 SECTION 01 41 00 Copyright 2015 by KLUBER,INC.;All Rights Reserved REGULATORY REQUIREMENTS 1.06 REGULATORY REQUIREMENTS A, Source and Requirements: Verify amendments with local code officials. 1. Local code requirements; a. ICC International Building Code, 2009 Edition. b. ICC International Mechanical Code,2009 Edition. c. ICC International Fire Code, 2009 Edition. d. ICC International Property Maintenance Code,2009 Edition. e. ICC Electrical Code, 2009 Edition. 2. State code requirements: a. Capital Development Board(CDB): a) Illinois Accessibility Code, 1997 Edition. b) Illinois Energy Conservation Code(ICC International Energy Conservation Code, 2012 Edition,with State of Illinois modifications. b. Illinois Department of Labor(IDOL.); Safety Glazing Materials Act- Illinois Revised Statutes, chap. 1111/2, paragraph 3101,et seq. c. Illinois Department of Public Health (IDPH): a) Illinois Plumbing Code(Illinois Administrative Code,Title 77, Chapter 1, Subchapter r, Part 890). d. Illinois Environmental Protection Agency(IEPA): a) Air-Pollution Standards, b) Noise Pollution Standards. c) Water Pollution Standards. d) Public Water Supplies e) Solid Waste Standards. f) Illinois Recommended Standards for Sewage Works(Illinois Administrative Code,Title 35, Subtitle C, Chapter 11, Part 370). e. Illinois State Fire Marshal(OSFM): a) Boiler&Pressure Vessel Safety Code(Illinois Administrative Code,Title 44, Chapter I, Part 120). b) Illinois Rules&Regulations for Fire Prevention&Safety(as amended). c) Gasoline and Volatile Oils(Illinois Revised Statutes, chap. 17112, paragraph 31, et seq.). 3. Information and Requirements for Utility Services; Local utility companies. PART 2 PRODUCTS-NOT USED PART 3 EXECUTION-NOT USED END OF SECTION PROJECT N0.15-172-983 014100-2 SECTION 01 41 00 Copyright 2015 by KLUBER,INC.;All Rights Reserved REGULATORY REQUIREMENTS SECTION 0142 00 REFERENCES PART 1 GENERAL 1.01 SECTION INCLUDES A. Drawing symbols,abbreviations and acronyms. B. Definitions of terms used throughout the Contract Documents. C. Explanation of specification format and content. D. Requirements relating to referenced standards. E. Applicability of referenced standards. F. List of industry organizations and certain of their respective documents. 1.02 DRAWING SYMBOLS AND CONVENTIONS A. Abbreviations and graphic symbols are defined on the General Notes, Symbols&Abbreviations sheet of the drawings. B. Generally, symbols used on the mechanical and electrical drawings conform to those recommended by ASHRAE,though,where appropriate,these symbols are supplemented by more specific symbols as recommended by ASME,ASPE,or the IEEE. 1.03 DEFINITIONS A. Where the terms"indicated", "noted", "scheduled", "shown",or"specified"are used it is to help locate the reference; no limitation on location is intended except as specifically noted. i B, Where the terms"directed", "requested", "authorized", "approved", are used as in"directed by the Architect/Engineer", no implied meaning shall be construed to extend the Architect/Engineer's responsibilities into the Contractor's purview of construction supervision, C. Where the term"approved" is used in conjunction with the Arch itect/Engineer's action on submittals, requests or applications it is limited to the duties of the Architect/Engineer as described in the Agreement,and the General and Supplemental Conditions of the Contract. Such use of the term"approval"shall not limit or release the Contractor from his responsibility to fulfill Contract requirements. D. Where the term"regulations" is used it means all applicable statutes, laws,ordinances, and orders issued by authorities having jurisdiction, as well as construction industry standards, rules,or conventions that address performance of the Work. E, Where the term"furnish" is used it means supply, deliver, and unload to the construction site ready for assembly and incorporation into the Work. F. Where the term"install"is used it is meant to describe operations at the job site to include unloading, assembling, placing, anchoring,finishing, protecting, cleaning and all other similar operations required to fully incorporate an item into the Work. G, Where the term"provide" is used it means"furnish and install"as defined above. PROJECT NO.15-172-983 01 42 00-1 SECTION 0142 00 Copyright 2015 by KLUBER,INC.;All Rights Reserved REFERENCES H. The'Project Site"is the space available to the Contractor for performance of construction activities.The Project Site may be for the exclusive use of the Contractor and his activities or may be used in conjunction with others with others performing other construction or related activities on the Project. The Extent of the Project Site is indicated on the drawings. 1.04 SPECIFICATION FORMAT AND CONTENT A. These Specifications are based on the Construction Specification Institute's 49 Division format and numbering system. B. Language used in the Specifications and other Contract Documents is an abbreviated type. Implied words and meanings will appropriately interpreted. C. Requirements expressed in imperative and streamlined language are to be performed by the Contractor.At certain locations in the text,subjective language may be used to describe responsibilities that must be fulfilled indirectly by the Contractor or others, 1. Whenever a colon us used within a sentence or phrase, it shall be construed to mean the words"shall be". D. Use of certain terms such as"carpentry" is not intended to imply that certain activities must be performed by accredited or unionized individuals of a corresponding generic name.The Specifications do, however, require that certain construction activities shall be performed by specialists who are recognized experts in the operations to be performed. Specialists shall be used for said activities, however the final responsibility for fulfilling the requirements of the Contract remains the Contractor's. 4.05 QUALITY ASSURANCE A. For products or workmanship specified by reference to a document or documents not included in the Project Manual, also referred to as reference standards, comply with requirements of the standard,except when more rigid requirements are specified or are required by applicable codes. B. Conform to reference standard of date of issue specified in this section,except where a specific date is established by applicable code. C. Obtain copies of standards when required by the Contract Documents, D. Maintain copy at project site during submittals, planning, and progress of the specific work, until Substantial Completion. E. Should specified reference standards conflict With Contract Documents, request clarification from the Arch itectlEn gi nee r before proceeding. F. Neither the contractual relationships, duties,or responsibilities of the parties in Contract nor those of the Architect/Engineer shall be altered by the Contract Documents by mention or inference otherwise in any reference document. 1.06 APPLICABILITY OF INDUSTRY STANDARDS A. Construction industry standards shall have the same force and effect as if bound or copied directly in the Contract Documents, except where more stringent requirements are specified.All such applicable standards are made a part of the Contract Documents by reference. PROJECT NO.15-172-983 014200-2 SECTION 0142 00 Copyright 2015 by KLUBER,INC.;All Rights Reserved REFERENCES 1, Where compliance with two or more standards are referenced and conflicting requirements for quality or quantities occur,comply with the more stringent requirements. Refer questions regarding apparently conflicting standards to the Architect for a decision before proceeding. 2. The standard of quality or quantity levels specified, shown,or referenced shall be the minimum to be provided or performed. Refer questions regarding standards of minimum quality or quantity to the Architect before proceeding, 1.07 CONSTRUCTION INDUSTRY ORGANIZATIONS AND DOCUMENTS A. AA--ALUMINUM ASSOCIATION, INC. B. AABC--ASSOCIATED AIR BALANCE COUNCIL C. AAMA--AMERICAN ARCHITECTURAL MANUFACTURERS ASSOCIATION D. ACI --AMERICAN CONCRETE INSTITUTE INTERNATIONAL E. AGA--AMERICAN GAS ASSOCIATION F. AISC--AMERICAN INSTITUTE OF STEEL CONSTRUCTION, INC. G, ANSI--AMERICAN NATIONAL STANDARDS INST[TUTE H. ARI--AIR-CONDITIONING AND REFRIGERATION INSTITUTE I. ASHRAE--AMERICAN SOCIETY OF HEATING, REFRIGERATING AND AIR-CONDITIONING ENGINEERS, INC. J. ASME--THE AMERICAN SOCIETY OF MECHANICAL ENGINEERS 1. ASME All 7.1 -Safety Code for Elevators and Escalators; 2004, K. ASTM--AMERICAN SOCIETY FOR TESTING AND MATERIALS L. AWS--AMERICAN WELDING SOCIETY M. CDA--COPPER DEVELOPMENT ASSOCIATION, INC. N. CPSC--CONSUMER PRODUCTS SAFETY COMMISSION 0. FM--FACTORY MUTUAL RESEARCH CORPORATION P. ICBO-- INTERNATIONAL CONFERENCE OF BUILDING OFFICIALS Q, ICC--INTERNATIONAL CODE COUNCIL, INC. R. IEEE-- INSTITUTE OF ELECTRICAL AND ELECTRONIC ENGINEERS S. ISO--INTERNATIONAL STANDARDS ORGANIZATION i T, NAAMM- THE NATIONAL ASSOCIATION OF ARCHITECTURAL METAL MANUFACTURERS U. NCMA--NATIONAL CONCRETE MASONRY ASSOCIATION V. NEBB--NATIONAL ENVIRONMENTAL BALANCING BUREAU W, NEMA--NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION X. NFPA--NATIONAL FIRE PROTECTION ASSOCIATION PROJECT NO.15-172-983 014200-3 SECTION 01 42 QO REFERENCES Copyright 2015 by KLUBER,INC.;All Rights Reserved Y. SMACNA--SHEET METAL AND AIR CONDITIONING CONTRACTORS'NATIONAL ASSOCIATION, INC. Z. SSPC- THE SOCIETY FOR PROTECTIVE COATINGS AA, UL-UNDERWRITERS LABORATORIES INC. 1.08 UNITED STATES GOVERNMENT AND RELATED AGENCIES/DOCUMENTS A. CPSC--CONSUMER PRODUCTS SAFETY COMMISSION B. EPA--ENVIRONMENTAL PROTECT}ON AGENCY C. GSA,--U.S. GENERAL SERVICES ADMINISTRATION 1.09 STATE GOVERNMENT AND RELATED AGENCIES/DOCUMENTS A. CDB--ILLINOIS CAPITAL DEVELOPMENT BOARD I B, IDOL--ILLINOIS DEPARTMENT OF LABOR C. IDPH--ILLINOIS DEPARTMENT OF PUBLIC HEALTH D. IEPA-- ILLINOIS ENVIRONMENTAL PROTECTION AGENCY E. OSFM--OFFICE OF THE ILLINOIS STATE FIRE MARSHAL. PART 2 PRODUCTS-NOT USED PART 3 EXECUTION- NOT USED END OF SECTION PROJECT NO.15-172-983 014200-4 SECTION 0142 00 Copyright 2015 by KLUBER,INC.;All Rights Reserved REFERENCES SECTION 0150 00 TEMPORARY FACILITIES AND CONTROLS PART 1 GENERAL 1.01 SECTION INCLUDES A. Temporary utilities. B. Temporary telecommunications services. C. Temporary sanitary facilities. D, Temporary Controls: Barriers,enclosures,and fencing. E. Security requirements. F. Vehicular access and parking. G, Waste removal facilities and services. 1.02 TEMPORARY UTILITIES A. Owner will provide the following: 1. Electrical power,consisting of connection to existing facilities, 2. Water supply, consisting of connection to existing facilities. B. Existing facilities may be used. 1.03 TELECOMMUNICATIONS SERVICES A. Telecommunications services shall include: 1. One(1) mobile cellular telephone for each of Contractor's and any Subcontractor's field personnel. 1.04 TEMPORARY SANITARY FACILITIES A. Use of existing facilities is permitted. B. Maintain daily in clean and sanitary condition. C. At end of construction, return facilities to same or better condition as originally found. 1.05 BARRIERS A. Provide barriers to prevent unauthorized entry to construction areas,to prevent access to areas that could be hazardous to workers or the public, to allow for owner's use of site and to protect existing facilities and adjacent properties from damage from construction operations and demolition. B. Provide barricades and covered walkways required by governing authorities for public rights-of-way. C. Protect non-owned vehicular traffic, stored materials, site, and structures from damage. PROJECT NO.15-172-983 01 50 00-1 SECTION 0150 00 TEMPORARY FACILITIES AND CONTROLS Copyright 2015 by KLUBER,INC.;All Rights Reserved 1.06 SECURITY A. Provide security and facilities to protect Work,existing facilities, and Owner's operations from unauthorized entry, vandalism, or theft. 1.07 VEHICULAR ACCESS AND PARKING A. Comply with regulations relating to use of streets and'sidewalks,access to emergency facilities, and access for emergency vehicles. B. Coordinate access and haul routes with governing authorities and Owner. C. Provide and maintain access to fire hydrants,free of obstructions. D. Provide means of removing mud from vehicle wheels before entering streets. 1.08 WASTE REMOVAL A. Provide waste removal facilities and services as required to maintain the site in clean and orderly condition. B. Provide containers with lids. Remove trash from site periodically. C. If materials to be recycled or re-used on the project must be stored on-site, provide suitable non-combustible containers; locate containers holding flammable material outside the structure unless otherwise approved by the authorities having jurisdiction. 1.09 REMOVAL OF UTILITIES, FACILITIES,AND CONTROLS A. Remove temporary utilities, equipment, facilities, materials, prior to Substantial Completion inspection. B. Clean and repair damage caused by installation or use of temporary work. C. Restore existing facilities used during construction to original condition. PART 2 PRODUCTS•NOT USED PART 3 EXECUTION• NOT USED END OF SECTION PROJECT NO.15-172-983 015000-2 SECTION 0150 00 Copyright 2015 by KLUBER,INC.;All Rights Reserved TEMPORARY FACILITIES AND CONTROLS SECTION 0160 00 PRODUCT REQUIREMENTS PART 1 GENERAL 1.01 SECTION INCLUDES A. General product requirements. B. Re-use of existing products. C. Transportation, handling, storage and protection. D. Product option requirements. E. Substitution limitations and procedures. F. Procedures for Owner-supplied products. G. Maintenance materials, including extra materials, spare parts,tools, and software. 1.02 SUBMITTALS A. Product Data Submittals: Submit manufacturer's standard published data, Mark each copy to identify applicable products, models,options, and other data. Supplement manufacturers' standard data to provide information specific to this Project. B. Shop Drawing Submittals: Prepared specifically for this Project; indicate utility and electrical characteristics, utility connection requirements,and location of utility outlets for service for functional equipment and appliances. PART 2 PRODUCTS 2.01 EXISTING PRODUCTS A. Do not use materials and equipment removed from existing premises unless specifically required or permitted by the Contract Documents. B. Unforeseen historic items encountered remain the property of the Owner; notify Owner promptly upon discovery; protect, remove, handle, and store as directed by Owner. C. Existing materials and equipment indicated to be removed, but not to be re-used, relocated, reinstalled,delivered to the Owner,or otherwise indicated as to remain the property of the Owner, become the property of the Contractor; remove from site. D. Specific Products to be Reused; The reuse of certain materials and equipment already existing on the project site is required. 2.02 NEW PRODUCTS A. Provide new products unless specifically required or permitted by the Contract Documents. B, Designed, manufactured, and tested in accordance with industry standards. PROJECT NO.15-172-983 01 60 00-1 SECTION 0160 00 Copyright 2015 by KLUBER,INC.;All Rights Reserved PRODUCT REQUIREMENTS 2.03 PRODUCT OPTIONS A. Products Specified by Reference Standards or by Description Only: Use any product meeting those standards or description. B. Products Specified by Naming One or More Manufacturers: Use a product of one of the manufacturers named and meeting specifications, no options or substitutions allowed. C, Products Specified by Naming One or More Manufacturers with a Provision for Substitutions: Submit a request for substitution for any manufacturer not named. 2.04 MAINTENANCE MATERIALS A. Furnish extra materials, spare parts,tools, and software of types and in quantities specified in individual specification sections. B. Deliver to Project site and place in location directed by Owner's representative;obtain Owner's signature on receipt for delivery prior to final payment, Submit signed receipts with Closeout Submittals. PART 3 EXECUTION 3.01 SUBSTITUTION PROCEDURES A. Substitutions Prior To Bid Opening: Architect/Engineer will consider a written request for substitution provided that such request is received at least seven (7)days prior to the Bid opening date. Requests received after that time will not be considered. 1. If a request is approved,the ArchitecUEngineer will issue and appropriate addendum not less than three(3)days prior to the Bid opening date. B. Substitutions After Notice of Award: Architect/Engineer will consider a request for substitution only under one or more of the following conditions 1. Substitution is required for compliance with final interpretation of code requirements or insurance regulations. 2. Specified product is not available through no fault of the Contractor. 3, Specified product is not compatible with other specified materials/equipment. 4. Manufacturer will not certify or warranty specified product as required. C. Document each request utilizing Substitution Request f=orm following this section with complete data substantiating compliance of proposed substitution with Contract Documents. Incomplete requests will not be considered, D. A request for substitution constitutes a representation that the submitter: 1. Has investigated proposed product and determined that it meets or exceeds the quality level of the specified product. 2. Will provide the same warranty for the substitution as for the specified product. 3. Will coordinate installation and make changes to other Work that may be required for the Work to be complete with no additional cost to Owner. 4. Waives claims for additional costs or time extension that may subsequently become apparent. 5. Will reimburse Owner for Architect/Engineer review or redesign services associated with re-approval by authorities having jurisdiction over the Project, PROJECT N0.15-172-983 016000-2 SECTION 0160 00 Copyright 2015 by KWBER,INC.;All Rights Reserved PRODUCT REQUIREMENTS E. Substitutions of products or product characteristics/components/accessories will not be considered when they are indicated or implied on Contractor's submittals,without separate written request, or when acceptance will require revision to the Contract Documents, whether rejection of said subsititutions is expressly identified by Arch itectlEng ineer on Contractor's submittals or not. F. Substitution Submittal Procedure; 1. Submit two copies of request for substitution for consideration. Submit a separate Substitution Request Form and accompanying documentation for each proposed substitution. 2. Provide the following minimum documentation with each Substitution Request Form; a. Product identification, manufacturer, product data including dimensions and weight, performance and installation instructions. b. Side-by-side itemized comparison of proposed substitution with specified product. c. Coordination information including other modifications required as a result of proposed substitution. d. Cost information including the effect of the proposed substitution on the Contract Sum. 3. Sign and date the Substitution Request Form. 4. Architect/Engineer will notify submitter in writing of decision to accept or reject request. 3.02 TRANSPORTATION AND HANDLING A. Coordinate schedule of product delivery to designated prepared areas in order to minimize site storage time and potential damage to stored materials. B. Transport and handle products in accordance with manufacturer's instructions. C. Transport materials in covered trucks to prevent contamination of product and littering of surrounding areas. D. Promptly inspect shipments to ensure that products comply with requirements,quantities are correct, and products are undamaged. E. Provide equipment and personnel to handle products by methods to prevent soiling,disfigurement, or damage. F. Arrange for the return of packing materials, such as wood pallets,where economically feasible. 3.03 STORAGE AND PROTECTION A, Designate receiving/storage areas for incoming products so that they are delivered according to installation schedule and placed convenient to work area in order to minimize waste due to excessive materials handling and misapplication. B. Store and protect products in accordance with manufacturers' instructions. C. Store with seals and labels intact and legible. D. Store sensitive products in weather tight,climate controlled,enclosures in an environment favorable to product. E. Prevent contact with material that may cause corrosion, discoloration, or staining. PROJECT NO. 15-172-983 016000-3 SECTION 0160 00 Copyright 2015 by KLUBER,INC.;All Rights Reserved PRODUCT REQUIREMENTS F. Provide equipment and personnel to store products by methods to prevent soiling,disfigurement, or damage. G. Arrange storage of products to permit access for inspection. Periodically inspect to verify products are undamaged and are maintained in acceptable condition. END OF SECTION i I i PROJECT NO.15-172-983 016000-4 SECTION 0160 00 Copyright 2015 by KLUBER,INC.;All Rights Reserved PRODUCT REQUIREMENTS l SUBSTITUTION REQUEST FORM TO: PROJECT: SPECIFIED ITEM: Section Page Paragraph Description The undersigned requests consideration of the following: PROPOSED SUBSTITUTION: Attached data includes project description, specifications, drawings, photographs, performance and test data adequate for evaluation of the request;applicable portions of the data are clearly identified. Attached data also includes a description of changes to the Contract Documents which the proposed substitution will require for its proper installation. The undersigned certifies that the following paragraphs, unless modified by attachments, are correct: 1. The proposed substitution does not affect dimensions shown on drawings. 2. The undersigned will pay for changes to the building design, including engineering design, detailings, and construction costs caused by the requested substitution. 3. The proposed substitution will have no adverse affect on other trades, the construction schedule, or specified warranty requirements. 4. Maintenance and service parts will be locally available for the proposed substitution. The undersigned further states that the function, appearance, and quality of the proposed substitution are equivalent or superior to the specified item. Signature For use by the design consultant Firm []Accepted []Accepted as noted Address [} Not Accepted [} Received too late By: Date Date Telephone Remarks Attachments: SECTION 0170 00 EXECUTION AND CLOSEOUT REQUIREMENTS PART 1 GENERAL 1.01 SECTION INCLUDES A. Examination, preparation, and general installation procedures. B. Requirements for alterations work, including selective demolition. C. Pre-installation meetings. D. Cutting and patching. E. Surveying for laying out the work. F. Cleaning and protection. G. Starting of systems and equipment. H. Demonstration and instruction of Owner personnel. I. Closeout procedures, including Contractor's Correction Punch List, except payment procedures. 1.02 RELATED REQUIREMENTS A. Section 0130 00-Administrative Requirements: Submittals procedures. B. Section 0178 00-Closeout Submittals; Project record documents,operation and maintenance data, warranties and bonds. C. Section 0179 00-Demonstration and Training: Demonstration of products and systems to be commissioned and where indicated in specific specification sections 1.03 SUBMITTALS A. See Section 0130 00-Administrative Requirements,for submittal procedures. B. Cutting and Patching: Submit written request in advance of cutting or alteration that affects: 1. Structural integrity of any element of Project, 2. Integrity of weather exposed or moisture resistant element. 3. Efficiency, maintenance,or safety of any operational element. 4. Visual qualities of sight exposed elements. 5. Work of Owner or separate Contractor. 1.04 PROJECT CONDITIONS A. Dust Control: Execute work by methods to minimize raising dust from construction operations. Provide positive means to prevent air-borne dust from dispersing into atmosphere and over adjacent property. B. Noise Control: Provide methods, means, and facilities to minimize noise produced by construction operations. PROJECT NO. 15-172-983 01 70 00-1 SECTION 0170 00 Copyright 2015 by KLUBER,INC.;All Rights Reserved EXECUTION AND CLOSEOUT REQUIREMENTS i C. Pest and Rodent Control: Provide methods, means,and facilities to prevent pests and insects from damaging the work. 1.05 COORDINATION A. Coordinate scheduling,submittals, and work of the various sections of the Project Manual to ensure efficient and orderly sequence of installation of interdependent construction elements,with provisions for accommodating items installed later, B. Verify that utility requirements and characteristics of new operating equipment are compatible with building utilities. Coordinate work of various sections having interdependent responsibilities for installing,connecting to, and placing in service,such equipment. C. Coordinate space requirements,supports, and installation of mechanical and electrical work that are indicated diagrammatically on Drawings. Follow routing shown for pipes, ducts,and conduit, as closely as practicable; place runs parallel with lines of building. Utilize spaces efficiently to maximize accessibility for other installations,for maintenance, and for repairs. D. Coordinate completion and clean-up of work of separate sections. PART 2 PRODUCTS 2.01 PATCHING MATERIALS j A. New Materials: As specified in product sections; match existing products and work for patching and extending work. B. Product Substitution: For any proposed change in materials,submit request for substitution described in Section 0160 00-Product Requirements. j PART 3 EXECUTION 3.01 EXAMINATION . A, Examine and verify specific conditions described in individual specification sections. B. Take field measurements before confirming product orders or beginning fabrication,to minimize waste due to over-ordering or misfabrication. C. Prior to Cutting: Examine existing conditions prior to commencing work, including elements subject to damage or movement during cutting and patching, After uncovering existing work, assess conditions affecting performance of work. Beginning of cutting or patching means acceptance of existing conditions. 3.02 PREPARATION A. Clean substrate surfaces prior to applying next material or substance. B. Seal cracks or openings of substrate prior to applying next material or substance. C. Apply manufacturer required or recommended substrate primer, sealer,or conditioner prior to applying any new material or substance in contact or bond, PROJECT NO.15-172-983 017000-2 SECTION 0170 00 Copyright 2015 by KLUBER,INC.;All Rights Reserved EXECUTION AND CLOSEOUT REQUIREMENTS 3,03 PREINSTALLATION MEETINGS A. When required in individual specification sections,convene a preinstallation meeting at the site prior to commencing work of the section. B, Require attendance of parties directly affecting,or affected by, work of the specific section. C. Notify Architect/Engineer four days in advance of meeting date. D. Prepare agenda and preside at meeting; 1. Review conditions of examination, preparation and installation procedures. 2. Review coordination with related work. E. Record minutes and distribute copies within two days after meeting to participants, with two copies to Architect/Engineer, Owner, participants,and those affected by decisions trade. 3.04 GENERAL INSTALLATION REQUIREMENTS A. Install products as specified in individual sections, in accordance with manufacturer's instructions and recommendations, and so as to avoid waste due to necessity for replacement. B. Make vertical elements plumb and horizontal elements level, unless otherwise indicated. C. Install equipment and fittings plumb and level, neatly aligned with adjacent vertical and horizontal lines, unless otherwise indicated. 3.05 ALTERATIONS A. Drawings showing existing construction and utilities are based on casual field observation and existing record documents only. 1. Report discrepancies to Architect/Engineer before disturbing existing installation. 2. Beginning of alterations work constitutes acceptance of existing conditions. B. Remove existing work as indicated and as required to accomplish new work. 1. Remove items indicated on drawings. 2. Relocate items indicated on drawings. 3. Where new surface finishes are to be applied to existing work, perform removals, patch,and prepare existing surfaces as required to receive new finish; remove existing finish if necessary for successful application of new finish. 4. Where new surface finishes are not specified or indicated, patch holes and damaged surfaces to match adjacent finished surfaces as closely as possible. C. Services(Including but not limited to HVAC, Plumbing, and Electrical): Remove, relocate, and extend existing systems to accommodate new construction. 1. Maintain existing active systems that are to remain in operation; maintain access to equipment and operational components; if necessary, modify installation to allow access or provide access panel. 2. Where existing systems or equipment are not active and Contract Documents require reactivation, put back into operational condition;repair supply,distribution, and equipment as required. PROJECT NO.15-172-983 017000-3 SECTION 0170 00 Copyright 2015 by KLUBER,INC.;All Rights Reserved EXECUTION AND CLOSEOUT REQUIREMENTS 3. Where existing active systems serve occupied facilities but are to be replaced with new services, maintain existing systems in service until new systems are complete and ready for service. a. Disable existing systems only to make switchovers and connections; minimize duration of outages. b. Provide temporary connections as required to maintain existing systems in service. 4. Verify that abandoned services serve only abandoned facilities. 5. Remove abandoned pipe, ducts,conduits, and equipment, including those above accessible ceilings; remove back to source of supply where possible, otherwise cap stub and tag with identification; patch holes left by removal using materials specified for new construction. D. Clean existing systems and equipment. E. Remove demolition debris and abandoned items from alterations areas and dispose of off-site;do not burn or bury. F. Do not begin new construction in alterations areas before demolition is complete. 1 G. Comply with all other applicable requirements of this section. 3.06 CUTTING AND PATCHING A. Whenever possible,execute the work by methods that avoid cutting or patching. B. See Alterations article above for additional requirements. C. Perform whatever cutting and patching is necessary to: 1. Complete the work. 2. Fit products together to integrate with other work. 3. Provide openings for penetration of mechanical, electrical,and other services. 4. Match work that has been cut to adjacent work. 5. Repair areas adjacent to cuts to required condition. 6, Repair new work damaged by subsequent work. 7. Remove and replace defective and non-conforming work. D. Execute work by methods that avoid damage to other work and that will provide appropriate surfaces to receive patching and finishing. In existing work, minimize damage and restore to original condition. E, Cut rigid materials using masonry saw or core drill. Pneumatic tools not allowed without prior approval. F. Restore work with new products in accordance with requirements of Contract Documents. G. Fit work air tight to pipes, sleeves, ducts,conduit, and other penetrations through surfaces. H. Patching: 1. Finish patched surfaces to match finish that existed prior to patching. On continuous surfaces, refinish to nearest intersection or natural break. For an assembly, refinish entire unit, 2. Match color,texture, and appearance. PROJECT NO. 15-172-983 017000-4 SECTION 0170 00 Copyright 2015 by KLUBER,INC.;All Rights Reserved EXECUTION AND CLOSEOUT REQUIREMENTS 3. Repair patched surfaces that are damaged, lifted, discolored,or showing other imperfections due to patching work. If defects are due to condition of substrate, repair substrate prior to repairing finish. 3.07 PROGRESS CLEANING A. Maintain areas free of waste materials, debris, and rubbish. Maintain site in a clean and orderly condition. B. Remove debris and rubbish from pipe chases, plenums, attics,crawl spaces, and other closed or remote spaces, prior to enclosing the space. C. Broom and vacuum clean interior areas prior to start of surface finishing,and continue cleaning to eliminate dust. D. Collect and remove waste materials, debris,and trashlrubbish from site periodically and dispose off-site; do not burn or bury. 3.08 PROTECTION OF INSTALLED WORK A. Protect installed work from damage by construction operations. B. Provide special protection where specified in individual specification sections. C. Provide temporary and removable protection for installed products. Control activity in immediate work area to prevent damage. D. Provide protective coverings at walls, projections,jambs,sills, and soffits of openings. E. Protect finished floors,stairs, and other surfaces from traffic,dirt, wear, damage,or movement of heavy objects, by protecting with durable sheet materials. F. Remove protective coverings when no longer needed; reuse or recycle plastic coverings if possible. 3.09 SYSTEM STARTUP A. Coordinate schedule for start-up of various equipment and systems. B. Verify tests, meter readings, and specified electrical characteristics agree with those required by the equipment or system manufacturer. C. Verify that wiring and support components for equipment are complete and tested. D. Execute start-up under supervision of applicable Contractor personnel and manufacturer's representative in accordance with manufacturers' instructions. E. Submit a written report that equipment or system has been properly installed and is functioning correctly. 3.10 DEMONSTRATION AND INSTRUCTION A. See Section 0179 00-Demonstration and Training. PROJECT NO,15-172-983 017000-5 SECTION 0170 00 Copyright 2015 by KLUBER,INC.;All Rights Reserved EXECUTION AND CLOSEOUT REQUIREMENTS 3.11 ADJUSTING A. Adjust operating products and equipment to ensure smooth and unhindered operation. B. Test, adjust and balance HVAC systems. 3.12 FINAL CLEANING A. Execute final cleaning prior to final project assessment. 1. Clean areas to be occupied by Owner prior to final completion before Owner occupancy. B. Use cleaning materials that are nonhazardous. C. Remove all labels that are not permanent. Do not paint or otherwise cover fire test labels or nameplates on mechanical and electrical equipment. D. Clean equipment and fixtures to a sanitary condition with cleaning materials appropriate to the surface and material being cleaned. E. Remove waste, surplus materials, trash/rubbish,and construction facilities from the site; dispose of in legal manner;do not burn or bury. 3.13 CLOSEOUT PROCEDURES A. Make submittals that are required by governing or other authorities. 1. Provide copies to Architect/Engineer and Owner. B. Accompany Project Coordinator on preliminary inspection to determine items to be listed for completion or correction in the Contractor's Correction Punch List for Contractor's Notice of Substantial Completion. C, Notify ArchitecVEngineer when work is considered ready for Arch itect/Engineer's Substantial Completion inspection. D. Submit written certification containing Contractor's Correction Punch List, that Contract Documents have been reviewed,work has been inspected, and that work is complete in accordance with Contract Documents and ready for Architect/Engineer's Substantial Completion inspection. E. Conduct Substantial Completion inspection and create Final Correction Punch List containing Architect/Engineer's and Contractor's comprehensive list of items identified to be completed or corrected and submit to Architect/Engineer. F. Correct items of work listed in Final Correction Punch List and comply with requirements for access to Owner-occupied areas. G. Notify Architect/Engineer when work is considered finally complete and ready for Architect/Engineer's Substantial Completion final inspection. H. Complete items of work determined by Architect/Engineer listed in executed Certificate of Substantial Completion. END OF SECTION PROJECT N0, 15-172-983 017000-6 SECTION 0170 00 Copyright 2015 by KLUBER,INC.;All Rights Reserved EXECUTION AND CLOSEOUT REQUIREMENTS SECTION 0178 00 CLOSEOUT SUBMITTALS PART 1 GENERAL 1.01 SECTION INCLUDES A. Project Record Documents. B. Operation and Maintenance Data. C. Warranties and bonds, 1.02 RELATED REQUIREMENTS A. Section 0130 00-Administrative Requirements: Submittals procedures, shop drawings, product data, and samples. B. Section 0170 00-Execution and Closeout Requirements: Contract closeout procedures. C. Individual Product Sections: Specific requirements for operation and maintenance data. D. Individual Product Sections: Warranties required for specific products or Work. 1.03 SUBMITTALS A. Project Record Documents: Submit documents to Architect/Engineer with claim for final Application for Payment. B. Operation and Maintenance Data: 1. Submit two copies of preliminary draft or proposed formats and outlines of contents before start of Work, Architect/Engineer will review draft and return one copy with comments. 2. For equipment, or component parts of equipment put into service during construction and operated by Owner, submit completed documents within ten days after acceptance. 3. Submit one copy of completed documents 15 days prior to final inspection. This copy will be reviewed and returned after final inspection,with ArchitecUEngineer comments. Revise content of all document sets as required prior to final submission. 4. Submit two sets of revised final documents in final form within 10 days after final inspection. C. Warranties and Bonds: 1. For equipment or component parts of equipment put into service during construction with Owner's permission, submit documents within 10 days after acceptance. 2. Make other submittals within 10 days after Date of Substantial Completion, prior to final Application for Payment. 1 For items of Work for which acceptance is delayed beyond Date of Substantial Completion, submit within 10 days after acceptance, listing the date of acceptance as the beginning of the warranty period. i PROJECT NO.15-172-983 0178 00-1 SECTION 0178 00 Copyright 2015 by KLUBER,INC.;All Rights Reserved CLOSEOUT SUBMITTALS PART 2 PRODUCTS-NOT USED PART 3 EXECUTION 3.01 PROJECT RECORD DOCUMENTS A. Maintain on site one set of the following record documents; record actual revisions to the Work: 1, Drawings. 2. Specifications. 3. Addenda. 4, Change Orders and other modifications to the Contract. B. Ensure entries are complete and accurate,enabling future reference by Owner. C. Store record documents separate from documents used for construction, D. Record information concurrent with construction progress. E. Specifications: Legibly mark and record at each product section description of actual products installed, including the following: 1. Manufacturer's name and product model and number. 2. Product substitutions or alternates utilized. 3. Changes made by Addenda and modifications, F. Record Drawings : Legibly mark each item to record actual construction including: 1. Details not on original Contract drawings. 3.02 OPERATION AND MAINTENANCE DATA A, Source Data: For each product or system, list names, addresses and telephone numbers of Subcontractors and suppliers, including local source of supplies and replacement parts. B. Product Data Mark each sheet to clearly identify specific products and component parts, and data applicable to installation, Delete inapplicable information. C. Drawings: Supplement product data to illustrate relations of component parts of equipment and systems, to show control and flow diagrams. Do not use Project Record Documents as maintenance drawings, j D. Typed Text: As required to supplement product data. Provide logical sequence of instructions for each procedure, incorporating manufacturer's instructions. 3.03 OPERATION AND MAINTENANCE DATA FOR EQUIPMENT AND SYSTEMS A, For Each Item of Equipment and Each System: 1. Description of unit or system, and component parts. 2. Identify function, normal operating characteristics,and limiting conditions. 3. Include performance curves,with engineering data and tests. 4. Complete nomenclature and model number of replaceable parts. B. Where additional instructions are required, beyond the manufacturer's standard printed instructions, have instructions prepared by personnel experienced in the operation and maintenance of the specific products. PROJECT N0, 15-172-983 017800-2 SECTION 0178 00 Copyright 2015 by KLUBER,INC.;All Rights Reserved CLOSEOUT SUBMITTALS C. Operating Procedures: Include start-up, break-in, and routine normal operating instructions and sequences. Include regulation,control, stopping,shut-down, and emergency instructions. Include summer, winter, and any special operating instructions. D. Maintenance Requirements: Include routine procedures and guide for preventative maintenance and trouble shooting; disassembly, repair,and reassembly instructions; and alignment, adjusting, balancing, and checking instructions. E. Include manufacturer's printed operation and maintenance instructions. F. Include sequence of operation by controls manufacturer. G. Provide original manufacturers parts list, illustrations, assembly drawings, and diagrams required for maintenance, H. Provide control diagrams by controls manufacturer as installed. I. Provide list of original manufacturer's spare parts, current prices, and recommended quantities to be maintained in storage. J. Include test and balancing reports. K, Additional Requirements: As specified in individual product specification sections. 3.04 ASSEMBLY OF OPERATION AND MAINTENANCE MANUALS A. Assemble operation and maintenance data into durable manuals for Owner's personnel use,with data arranged in the same sequence as,and identified by, the specification sections. B. Where systems involve more than one specification section, provide separate tabbed divider for each system. C. Prepare instructions and data by personnel experienced in maintenance and operation of described products. D. Prepare data in the form of an instructional manual E. Binders; Commercial quality, 8-112 by 11 inch three D side ring binders with durable plastic covers; 2 inch maximum ring size. When multiple binders are used,correlate data into related consistent groupings. F. Cover; Identify each binder with typed or printed title OPERATION AND MAINTENANCE INSTRUCTIONS; identify title of Project; identify subject matter of contents. G. Project Directory: Title and address of Project; names, addresses, and telephone numbers of Architect/Engineer, Consultants, Contractor and subcontractors, with names of responsible parties. H. Tables of Contents: List every item separated by a divider, using the same identification as on the divider tab;where multiple volumes are required, include all volumes Tables of Contents in each volume,with the current volume clearly identified. I. Dividers: Provide tabbed dividers for each separate product and system; identify the contents on the divider tab; immediately following the divider tab include a description of product and major component parts of equipment. i i PROJECT NO.15-172-983 017800-3 SECTION 0178 00 Copyright 2015 by KLUBER,INC.;All Rights Reserved CLOSEOUT SUBMITTALS J, Text: Manufacturer's printed data,or typewritten data on 24 pound paper. K. Drawings: Provide with reinforced punched binder tab. Bind in with text; fold larger drawings to size of text pages. 3.05 WARRANTIES AND BONDS A. Obtain warranties and bonds,executed in duplicate by responsible Subcontractors, suppliers, and manufacturers, within 10 days after completion of the applicable item of work. Except for items put into use with Owner's permission,leave date of beginning of time of warranty until the Date of Substantial completion is determined. B. Verify that documents are in proper form, contain full information, and are notarized, C. Co-execute submittals when required. D. Retain warranties and bonds until time specified for submittal. E. Include originals of each in operation and maintenance manuals, indexed separately on Table of Contents. END OF SECTION i I I PROJECT NO.15-172-983 017800-4 SECTION 0178 00 CLOSEOUT SUBMITTALS Copyright 2015 by KLUBER,INC.;All Rights Reserved SECTION 0179 00 DEMONSTRATION AND TRAINING PART1 GENERAL 1.01 SUMMARY A. Demonstration of products and systems where indicated in specific specification sections. B. Training of Owner personnel in operation and maintenance is required for: 1. All software-operated systems, 2. HVAC systems and equipment. 3, Plumbing equipment. 4. Items specified in individual product Sections. 1.02 RELATED REQUIREMENTS A. Section 0178 00-Closeout Submittals: Operation and maintenance manuals, B. Other Specification Sections: Additional requirements for demonstration and training, 1.03 SUBMITTALS A. See Section 0130 00-Administrative Requirements,for submittal procedures. B. Training Plan: Owner will designate personnel to be trained;tailor training to needs and skill-level of attendees. 1. Submit to Architect/Engineer for transmittal to Owner. 2. Submit not less than two weeks prior to start of training. 3. Revise and resubmit until acceptable. 4. Provide an overall schedule showing all training sessions. 5. Include at least the following for each training session: a. Identification,date, time, and duration. b. Description of products and/or systems to be covered. c. Name of firm and person conducting training; include qualifications. d, Intended audience, such as job description. e. Objectives of training and suggested methods of ensuring adequate training. f. Methods to be used,such as classroom lecture, live demonstrations, hands-on,etc. g. Media to be used,such a slides, hand-outs,etc. h. Training equipment required, such as projector, projection screen,etc.,to be provided by Contractor. C. Training Manuals: Provide training manual for each attendee; allow for minimum of two attendees per training session. 1. Include applicable portion of 0&M manuals. 2. Include copies of all hand-outs, slides, overheads,video presentations, etc., that are not included in 0&M manuals. 3. Provide one extra copy of each training manual to be included with operation and maintenance data. D, Training Reports: PROJECT N0,15-172-983 01 79 00-1 SECTION 0179 00 DEMONSTRATION AND TRAINING Copyright 2015 by KLUBER,INC.;All Rights Reserved 1. Identification of each training session,date,time,and duration. 2. Sign-in sheet showing names and job titles of attendees. 3. List of attendee questions and written answers given, including copies of and references to supporting documentation required for clarification; include answers to questions that could not be answered in original training session. E. Video Recordings; Submit digital video recording of each demonstration and training session for Owner's subsequent use. 1. Format: DVD Disc. 2. Label each disc and container with session identification and date. 1.04 QUALITY ASSURANCE A. Instructor Qualifications: Familiar with design, operation, maintenance and troubleshooting of the relevant products and systems. 1. Provide as instructors the most qualified trainer of those contractors and/or installers who actually supplied and installed the systems and equipment. 2. Where a single person is not familiar with all aspects, provide specialists with necessary qualifications, PART 2 PRODUCTS-NOT USED PART 3 EXECUTION 3.01 DEMONSTRATION-GENERAL A. Demonstrations conducted during system start-up do not qualify as demonstrations for the purposes of this section, unless approved in advance by Owner. B. Demonstration may be combined with Owner personnel training if applicable. C. Operating Equipment and Systems: Demonstrate operation in all modes, including start-up, shut-down,seasonal changeover, emergency conditions,and troubleshooting, and maintenance procedures, including scheduled and preventive maintenance. 1. Perform demonstrations not less than two weeks prior to Substantial Completion. 2. For equipment or systems requiring seasonal operation, perform demonstration for other season within six months. 3.02 TRAINING-GENERAL A. Conduct training on-site unless otherwise indicated. B. Owner will provide classroom and seating at no cost to Contractor. C. Provide training in minimum two hour segments. D. Training schedule will be subject to availability of Owner's personnel to be trained;re-schedule training sessions as required by Owner,once schedule has been approved by Owner failure to conduct sessions according to schedule will be cause for Owner to charge Contractor for personnel"show-up"time. E. Review of Facility Policy on Operation and Maintenance Data: During training discuss: 1. The location of the 0&M manuals and procedures for use and preservation; backup copies. PROJECT N0. 15-172-983 017900-2 SECTION 0179 00 Copyright 2015 by KLUBER,INC.;All Rights Reserved DEMONSTRATION AND TRAINING 2. Typical contents and organization of all manuals, including explanatory information, system narratives,and product specific information. 3. Typical uses of the 0&M manuals. F. Product-and System-Specific Training: 1. Review the applicable 0&M manuals. 2. For systems, provide an overview of system operation,design parameters and constraints, and operational strategies. 3. Review instructions for proper operation in all modes, including start-up,shut-down, seasonal changeover and emergency procedures, and for maintenance, including preventative maintenance. 4. Provide hands-on training on all operational modes possible and preventive maintenance. 5. Emphasize safe and proper operating requirements; discuss relevant health and safety issues and emergency procedures. 6. Discuss common troubleshooting problems and solutions. 7. Discuss any peculiarities of equipment installation or operation, 8. Discuss warranties and guarantees, including procedures necessary to avoid voiding coverage. 9. Review recommended tools and spare parts inventory suggestions of manufacturers. 10.Review spare parts and tools required to be furnished by Contractor. 11.Review spare parts suppliers and sources and procurement procedures, G. Be prepared to answer questions raised by training attendees; if unable to answer during training session, provide written response within three days. END OF SECTION j I PROJECT NO,15-172-983 017900-3 SECTION 0179 00 Copyright 2015 by KLUBER,INC.;All Rights Reserved DEMONSTRATION AND TRAINING SECTION 22 0719 PLUMBING PIPING INSULATION FART 1 GENERAL 1.01 SECTION INCLUDES A. Piping insulation. 1.02 RELATED REQUIREMENTS A, Section 2210 05-Plumbing Piping: Placement of hangers and hanger inserts. 1.03 REFERENCE STANDARDS A. ASTM C547-Standard Specification for Mineral Fiber Pipe Insulation; 2012. B. ASTM E84-Standard Test Method for Surface Burning Characteristics of Building Materials; 2014. C. NFPA 255-Standard Method of Test of Surface Burning Characteristics of Building Materials; I National Fire Protection Association; 2006. D. UL 723-Standard for Test for Surface Burning Characteristics of Building Materials; Underwriters Laboratories Inc.; Current Edition, Including All Revisions. 1.04 DELIVERY,STORAGE,AND HANDLING A. Accept materials on site,labeled with manufacturer's identification, product density, and thickness. 1.05 FIELD CONDITIONS A. Maintain ambient conditions required by manufacturers of each product, B. Maintain temperature before, during, and after installation for minimum of 24 hours, PART 2 PRODUCTS 2.01 REQUIREMENTS FOR ALL PRODUCTS OF THIS SECTION A. Surface Burning Characteristics: Flame spread/Smoke developed index of 25150, maximum,when tested in accordance with ASTM E84, NFPA 255,or UL 723. 2.02 GLASS FIBER A. Manufacturers: 1. Knauf Insulation, 2. Johns Manville Corporation. 3. Owens Corning Corp. 4. CertainTeed Corporation. B. Insulation: ASTM C547 ; semi-rigid, noncombustible, end grain adhered to jacket. 1. 'K'value: ASTM C177, 0.24 at 75 degrees F. 2. Maximum service temperature: 650 degrees F. 3. Maximum moisture absorption: 0.2 percent by volume. PROJECT NO,15-172-983 2207 19-1 SECTION 22 07 19 Copyright 2015 by KLUBER,INC.;All Rights Reserved PLUMBING PIPING INSULATION C. Vapor Barrier Jacket, White Kraft paper with glass fiber yarn, bonded to aluminized film; moisture vapor transmission when tested in accordance with ASTM E961E96M of 0.02 perm-inches. D. Vapor Barrier Lap Adhesive: 1. Compatible with insulation. PART 3 EXECUTION 3.01 EXAMINATION A. Verify that piping has been tested before applying insulation materials. B. Verify that surfaces are clean and dry,with foreign material removed. 3.02 INSTALLATION A. Install in accordance with manufacturer's instructions. B. Install in accordance with NAIMA National insulation Standards. C. Exposed Piping: Locate insulation and cover seams in least visible locations. D. Insulated pipes conveying fluids below ambient temperature: Insulate entire system including fittings,valves, unions,flanges, strainers,flexible connections, and expansion joints. All hangers, supports, anchors and other projections that are in contact to cold surfaces shall be insulated and vapor sealed to prevent condensation. E. Glass fiber insulated pipes conveying fluids below ambient temperature: 1. Provide vapor barrier jackets,factory-applied or field-applied. Secure with self-sealing longitudinal laps and butt strips with pressure sensitive adhesive. Secure with outward clinch expanding staples and vapor barrier mastic. 2. Insulate fittings,joints, and valves with molded insulation of like material and thickness as adjacent pipe. Finish with glass cloth and vapor barrier adhesive or PVC fitting covers. F. Glass fiber insulated pipes conveying fluids above ambient temperature: 1. Provide standard jackets,with or without vapor barrier,factory-applied or field-applied. Secure with self-sealing longitudinal laps and butt strips with pressure sensitive adhesive, Secure with outward clinch expanding staples. 2. Insulate fittings,joints, and valves with insulation of like material and thickness as adjoining pipe. Finish with glass cloth and adhesive or PVC fitting covers. G. Continue insulation through walls, sleeves, pipe hangers, and other pipe penetrations. Finish at supports, protrusions,and interruptions. At fire separations, refer to Section 07 84 00. H. Apply insulation at pipe hangers and supports according to National Commercial and Industrial Standards Plate Numbers 5,6 and 7. 3.03 SCHEDULES A. Plumbing Systems: 1. Domestic Hot Water Supply: a. Glass f=iber Insulation: a) Pipe Size Range: Up to and including 2 inch. PROJECT NO.15-172-983 220719-2 SECTION 22 0719 Copyright 2015 by KLUBER,INC.;All Rights Reserved PLUMBING PIPING INSULATION (a)Thickness: 1 inch, 2. Domestic Hot Water Recirculation: a, Glass Fiber Insulation: a) Pipe Size Range: All sizes. (a)Thickness: 1 inch. 3. Domestic Cold Water: a. Glass Fiber Insulation: a) Pipe Size Range: All sizes. (a)Thickness: 1 inch. END OF SECTION i PROJECT NO.15-172-983 220719-3 SECTION 22 0719 Copyright 2015 by KLUBER,ING,;All Rights Reserved PLUMBING PIPING INSULATION SECTION 2210 05 PLUMBING PIPING PART 1 GENERAL 1.01 SECTION INCLUDES A. Pipe,pipe fittings,valves, and connections for piping systems. 1. Domestic water. 2. Gas, B. Foundation pipe seals. 1.02 RELATED REQUIREMENTS A. Section 22 0719-Plumbing Piping Insulation, 1.03 REFERENCE STANDARDS A. ASME B16.3-Malleable Iron Threaded Fittings; Classes 150 and 300;The American Society of Mechanical Engineers; 2011. B. ASME B16,18-Cast Copper Alloy Solder Joint Pressure Fittings;The American Society of Mechanical Engineers;2012(ANSI 816.18). C. ASME B16.22-Wrought Copper and Copper Alloy Solder Joint Pressure Fittings;The American Society of Mechanical Engineers;2013. D. ASME B31.9-Building Services Piping;The American Society of Mechanical Engineers; 2014 (ANSIIASME B31.9). E. ASTM A531A53M-Standard Specification for Pipe, Steel, Black and Hot-Dipped,Zinc-Coated, Welded and Seamless; 2012. F, ASTM B32-Standard Specification for Solder Metal; 2008(Reapproved 2014). G. ASTM B88-Standard Specification for Seamless Copper Water Tube; 2009. H. ASTM B813-Standard Specification for Liquid and Paste Fluxes for Soldering of Copper and Copper Alloy Tube; 2010. 1. ASTM B828-Standard Practice for Making Capillary Joints by Soldering of Copper and Copper Alloy Tube and Fittings; 2002(Reapproved 2010). J. ICC-ES AC106-Acceptance Criteria for Predrilled Fasteners(Screw Anchors) in Masonry Elements; 2012, K. ICC-ES AC193-Acceptance Criteria for Mechanical Anchors in Concrete Elements;2013. L. ICC-ES AC308-Acceptance Criteria for Post-Installed Adhesive Anchors in Concrete Elements; 2013. M. MSS SP-58-Pipe Hangers and Supports-Materials, Design, Manufacture, Selection,Application, and Installation; Manufacturers Standardization Society of the Valve and Fittings Industry, Inc.; 2009, PROJECT NO.15-172-983 2210 05-1 SECTION 22 10 05 Copyright 2015 by KLUBER,INC.;All Rights Reserved PLUMBING PIPING N. MSS SP-78-Cast Iron Plug Valves, Flanged and Threaded Ends; Manufacturers Standardization Society of the Valve and Fittings Industry, Inc.; 2011. 0. MSS SP-110-Ball Valves Threaded, Socket-Welding, Solder Joint, Grooved and Flared Ends; Manufacturers Standardization Society of the Valve and Fittings Industry, Inc.; 2010. P. NFPA 54-National Fuel Gas Code; National Fire Protection Association; 2012. Q. NSF 61 -Drinking Water System Components-Health Effects; 2014. R. NSF 372-Drinking Water System Components-Lead Content; 2011. S. Safe Drinking Water Act, Section 1417-Lead Free: Refers to the wetted surface of pipe,fittings and fixtures in potable water systems that have a weighted average lead content<=0.25%, Amended January 4,2011. 1.04 QUALITY ASSURANCE A. Perform work in accordance with applicable codes. B. Valves: Manufacturer's name and pressure rating marked on valve body, Manufacturers lead free marking on valve body. C. Perform Work in accordance with City plumbing ordinances. 1.05 DELIVERY,STORAGE,AND HANDLING A. Accept valves on site in shipping containers with labeling in place. Inspect for damage. B. Provide temporary protective coating on cast iron and steel valves. C. Provide temporary end caps and closures on piping and fittings, Maintain in place until installation. D. Protect piping systems from entry of foreign materials by temporary covers,completing sections of the work,and isolating parts of completed system. PART 2 PRODUCTS 2.01 GENERAL REQUIREMENTS A. Potable Water Supply Systems: Provide piping,pipe fittings, and solder and flux(if used), that comply with NSF 61 and NSF 372 for maximum lead content; label pipe and fittings. 2.02 WATER PIPING,ABOVE GRADE A. Copper Tube: ASTM B88(ASTM B88M),Type L(B), Drawn(H), 1. Fittings: ASME B16.18, cast copper alloy or ASME B16.22, wrought copper and bronze. 2. Joints: ASTM B32, alloy Sn95 solder. 3. Mechanical Press Sealed Fittings:Double pressed type, NSF 61 approved or certified,utilizing EPDM, non toxic synthetic rubber sealing elements. Sealing elements shall be factory installed by fitting manufacturer, Press ends shall have means to indicate non-pressed fitting during pressure testing. a. Manufacturers: a) Viega LLC. PROJECT NO.15-172-983 22 1005-2 SECTION 22 10 05 Copyright 2015 by KLUBER,INC.;All Rights Reserved PLUMBING PIPING b) Nibco. 2.03 NATURAL GAS PIPING,ABOVE GRADE A. Steel Pipe: ASTM A531A53M Schedule 40 black. 1. Fittings: ASME 1316.3, malleable iron, or ASTM A2341A234M,wrought steel welding type. 2. Joints: NFPA 54,threaded or welded to ASME 831.1. 2.04 FLANGES, UNIONS,AND COUPLINGS A. Unions for Pipe Sizes 3 Inches and Under: 1. Ferrous pipe: Class 150 malleable iron threaded unions. 2. Copper tube and pipe: Class 150 bronze unions with soldered joints. B. Flanges for Pipe Size Over 1 Inch: 1. Ferrous pipe: Class 150 malleable iron threaded or forged steel slip-on flanges;preformed neoprene gaskets. 2. Copper tube and pipe; Class 150 slip-on bronze flanges; preformed neoprene gaskets. C. Dielectric Connections Union with galvanized or plated steel threaded end,copper solder end, water impervious isolation barrier. 2.05 PIPE HANGERS AND SUPPORTS A. Provide hangers and supports that comply with MSS SP-58, 1. If type of hanger or support for a particular situation is not indicated,select appropriate type using MSS SP-58 recommendations. 2. Overhead Supports: Individual steel rod hangers attached to structure or to trapeze hangers. 3. Trapeze Hangers: Welded steel channel frames attached to structure. 4, Vertical Pipe Support: Steel riser clamp. B. Plumbing Piping-Water: 1. Hangers for Pipe Sizes 112 Inch to 1-112 Inches: Malleable iron, adjustable swivel,split ring. 2. Hangers for Cold Pipe Sizes 2 Inches and Over; Carbon steel, adjustable,clevis. 3. Wall Support for Pipe Sizes to 3 Inches: Cast iron hook. 4. Copper Pipe Support: Carbon steel ring, adjustable, copper plated. C. Hanger Fasteners: Attach hangers to structure using appropriate fasteners,as follows: 1. Concrete Wedge Expansion Anchors Complying with ICC-ES AC193, 2. Concrete Screw Type Anchors: Complying with ICC-ES AC193. 3. Masonry Screw Type Anchors: Complying with ICC-ES AC106. 4. Concrete Adhesive Type Achors: Complying with ICC-ES AC308. D. Plumbing Piping -Gas: 1. Hangers for Pipe Sizes 1/2 Inch to 1-1/2 Inches: Malleable iron, adjustable swivel, split ring. 2. Hangers for Pipe Sizes 2 Inches and Over: Carbon steel, adjustable,clevis. 2.06 BALL VALVES A. Manufacturers; 1. Nibco, Inc; T/S-585-66-LF. 2. Watts. PROJECT NO,15.172-983 22 1005-3 SECTION 2210 05 Copyright 2015 by KLUBER,INC.;All Rights Reserved PLUMBING PIPING 3. Apollo, 4. Jomar. 5. Milwaukee Valve Company. B. Construction,4 Inches and Smaller, MSS SP-110, Class 150, 400 psi CWP, bronze body, 304 stainless steel ball, regular port,teflon seats and stuffing box ring, blow-out proof stem, lever handle,solder, threaded,or grooved ends with union. 2.07 PLUG VALVES A. Manufacturers: B. Up to and including 2 Inches(50 mm): bronze body, bronze tapered plug, non-lubricated,teflon packing, screwed ends. C. Construction 2-112 Inches and Larger: MSS SP-78, 175 psi CWP, cast iron body and plug, pressure lubricated,teflon or Buna N packing,flanged ends. Provide lever operator with set screw. PART 3 EXECUTION ' 3.01 PREPARATION A. Ream pipe and tube ends. Remove burrs. Bevel plain end ferrous pipe. B. Remove scale and dirt,on inside and outside,before assembly. C. Prepare piping connections to equipment with flanges or unions. 3.02 INSTALLATION A. Install in accordance with manufacturer's instructions. B. Provide non-conducting dielectric connections wherever jointing dissimilar metals. C. Route piping in orderly manner and maintain gradient. Route parallel and perpendicular to walls. D. Install piping to maintain headroom, conserve space, and not interfere with use of space. E. Group piping whenever practical at common elevations. F. Provide clearance in hangers and from structure and other equipment for installation of insulation and access to valves and fittings. Refer to Section 22 0719. G. Install valves with stems upright or horizontal, not inverted. H. Pipe vents from gas pressure reducing valves to outdoors and terminate in weather proof hood. I. Copper Pipe and Tube: Make soldered joints in accordance with ASTM 13828, using specified solder,and flux meeting ASTM B813; in potable water systems use flux also complying with NSF 61 and NSF 372. J. Sleeve pipes passing through partitions,walls and floors. K. Pipe Hangers and Supports: 1. Support horizontal piping as scheduled. PROJECT NO.15-172-983 221005-4 SECTION 22 10 05 Copyright 2015 by KLUBER,INC.;All Rights Reserved PLUMBING PIPING I 2. Install hangers to provide minimum 112 inch space between finished covering and adjacent work. 3. Place hangers within 12 inches of each horizontal elbow. 4. Use hangers with 1-112 inch minimum vertical adjustment. Design hangers for pipe movement without disengagement of supported pipe. 5. Where several pipes can be installed in parallel and at same elevation, provide multiple or trapeze hangers. 6. Provide copper plated hangers and supports for copper piping. 3.03 APPLICATION A. Install unions downstream of valves and at equipment or apparatus connections, B. Install brass male adapters each side of valves in copper piped system. Solder adapters to pipe. C, Install ball valves for shut-off and to isolate equipment, part of systems, or vertical risers. D. Provide lug end butterfly valves adjacent to equipment when provided to isolate equipment. E. Provide plug valves in natural gas systems for shut-off service. 3.04 TOLERANCES A. Water Piping: Slope at minimum of 1132 inch per foot and arrange to drain at low points. 3.05 SCHEDULES A. Pipe Hanger Spacing: 1, Metal Piping: a. Pipe size: 112 inches to 1-1/4 inches: a) Maximum hanger spacing: 6.5 ft. b) Hanger rod diameter: 318 inches. b. Pipe size: 1-1/2 inches to 2 inches: a) Maximum hanger spacing: 10 ft. b) Hanger rod diameter: 3/8 inch. END OF SECTION PROJECT NO.15-172-983 221005-5 SECTION 2210 05 PLUMBING PIPING Copyright 2015 by KLUBER,INC.;All Rights Reserved SECTION 22 30 00 PLUMBING EQUIPMENT PART 1 GENERAL 1.01 SECTION INCLUDES A. Water heaters. B. Compression tanks. 1.02 REFERENCE STANDARDS A. ANSI Z21.10.1 -Gas Water Heaters-Volume I-Storage Water Heaters with Input Ratings of 75,000 Btu per Hour or Less;2011. B. ANSI Z21.10.3-Gas-Fired Water Heaters-Volume III-Storage Water Heaters with Input Ratings Above 75,000 Btu per Hour, Circulating and Instantaneous; 2014. C. ASME BPVC-VIII-1 -Boiler and Pressure Vessel Code, Section VIII, Division 1 - Rules for Construction of Pressure Vessels;The American Society of Mechanical Engineers; 2013, 1.03 SUBMITTALS A. See Section 0130 00 Administrative Requirements,for submittals procedures. B. Product Data: 1, Provide dimension drawings of water heaters indicating components and connections to other equipment and piping, 2. Provide electrical characteristics and connection requirements. C. Operation and Maintenance Data: Include operation, maintenance,and inspection data, replacement part numbers and availability, and service depot location and telephone number. D. Warranty: Submit manufacturer warranty and ensure forms have been completed in Owner's name and registered with manufacturer, 1.04 QUALITY ASSURANCE A. Manufacturer Qualifications: Company specializing in manufacturing the type of products specified in this section,with minimum three years of documented experience. 1.05 CERTIFICATIONS A. Water Heaters: NSF approved. B. Gas Water Heaters: Certified by CSA International to ANSI 221.10.1 or ANSI 221.10.3, as applicable,in addition to requirements specified elsewhere. 1.06 DELIVERY,STORAGE,AND HANDLING A. Provide temporary inlet and outlet caps. Maintain caps in place until installation. PROJECT NO.15-172-983 22 30 00-1 SECTION 22 30 00 Copyright 2015 by KLUBER,INC.;All Rights Reserved PLUMBING EQUIPMENT I PART 2 PRODUCTS 2.01 COMMERCIAL_GAS FIRED WATER HEATER(WH-1) A. Manufacturers; 1. A.0. Smith Water Products Co; Model BTH-199. 2. Rheem Manufacturing Company. 3, State Industries. 4. Bradford White B. Type: Automatic,condensing, natural gas-fired,vertical storage. C. Performance: 1. Storage capacity: 100 gal. 2. Input: 199,000 Btuh . 3. Minimum recovery rate; 235 gph with 100 degrees F temperature rise. 4. Maximum working pressure: 150 psig. 5. Minimum thermal efficiency: 94 percent. D, Tank: Glass lined welded steel ASME labeled; handhole inspection port, thermally insulated with polyurethane, zero inch clearance, encased in corrosion-resistant steel jacket; baked-on enamel finish;floor shield and legs. j E. Controls: Microprocessor control of ignition and water thermostat with temperature range adjustable from 110 to 180 degrees F,digital display panel that shows operating mode, all user settings and any failure modes. Power burner with direct vent sealed combustion. F. Accessories: 1. Brass water connections and dip tube. 2. Drain valve. 3. Magnesium anode. 4. ASME rated temperature and pressure relief valve. 5. Gas pressure regulator. 6, Concentric vent. 2.02 DIAPHRAGM-TYPE COMPRESSION TANKS A. Manufacturers: 1. Amtrol Inc; Model ST-12-C. 2. State Industries. 3. Watts. B. Construction: Welded steel,tested and stamped in accordance with ASME BPVC-VIII-1;supplied with National Board Form U-1, rated for working pressure of 125 psig,with flexible EPDM diaphragm sealed into tank, and steel legs or saddles. C. Accessories: Pressure gage and air-charging fitting,tank drain; precharge to 12 psig. D. Size: 12 inches diameter, 12 inches overall length, 3.2 gal acceptance capacity, PROJECT NO.15-172-983 223000-2 SECTION 22 30 00 PLUMBING EQUIPMENT Copyright 2015 by KLUBER,INC.;All Rights Reserved PART 3 EXECUTION 3.01 INSTALLATION A. Install plumbing equipment in accordance with manufacturer's instructions,as required by code, and complying with conditions of certification, if any. B. Coordinate with plumbing piping and related fuel piping,gas venting,and electrical work to achieve operating system. END OF SECTION i i PROJECT NO.15-172-983 223000-3 SECTION 22 30 00 Copyright 2015 by KLUBER,INC.;All Rights Reserved PLUMBING EQUIPMENT SECTION 23 05 93 TESTING,ADJUSTING,AND BALANCING FOR HVAC PART 1 GENERAL 1.01 SECTION INCLUDES A. Testing, adjustment,and balancing of air systems. 1.02 REFERENCE STANDARDS A. AABC MN-1 -AABC National Standards for Total System Balance;Associated Air Balance Council; 2002. B. ASH RAE Std 111 -Practices for Measurement,Testing,Adjusting and Balancing of Building Heating, Ventilation,Air-Conditioning,and Refrigeration Systems;American Society of Heating, Refrigerating and Air-Conditioning Engineers, Inc.; 2008. C. NEBB(TAB)-Procedural Standards for Testing Adjusting Balancing of Environmental Systems; National Environmental Balancing Bureau; 2005, Seventh Edition, D. SMACNA(TAB)-HVAC Systems Testing,Adjusting, and Balancing; Sheet Metal and Air Conditioning Contractors' National Association; 2002, 1.03 SUBMITTALS A. See Section 0130 00-Administrative Requirements,for submittal procedures. B. Final Report: Indicate deficiencies in systems that would prevent proper testing, adjusting, and balancing of systems and equipment to achieve specified performance. 1. Revise TAB plan to reflect actual procedures and submit as part of final report, 2. Include actual instrument list,with manufacturer name,serial number, and date of calibration. 3. Form of Test Reports: Where the TAB standard being followed recommends a report format use that;otherwise,follow ASH RAE Std 111. 4. Units of Measure: Report data in both I-P(inch-pound)and SI (metric)units. PART 2 PRODUCTS-NOT USED PART 3 EXECUTION 3.01 GENERAL REQUIREMENTS A. Perform total system balance in accordance with one of the following: 1. AABC MN-1,AABC National Standards for Total System Balance. 2. ASHRAE Std 111, Practices for Measurement,Testing,Adjusting and Balancing of Building Heating,Ventilation,Air-Conditioning, and Refrigeration Systems. 3. NEBB Procedural Standards for Testing Adjusting Balancing of Environmental Systems. 4. SMACNA(TAB). B. Begin work after completion of systems to be tested, adjusted,or balanced and complete work prior to Substantial Completion of the project. PROJECT NO,15-172-983 230593-1 SECTION 23 05 93 Copyright 2015 by KLUBER,INC.;All Rights Reserved TESTING,ADJUSTING,AND BALANCING FOR HVAC I I i C. Where HVAC systems and/or components interface with life safety systems,including fire and smoke detection, alarm, and control,coordinate scheduling and testing and inspection procedures with the authorities having jurisdiction, 3.02 EXAMINATION A. Verify that systems are complete and operable before commencing work. Ensure the following conditions: 1. Systems are started and operating in a safe and normal condition. 2. Temperature control systems are installed complete and operable. 3. Proper thermal overload protection is in place for electrical equipment. 4. Fans are rotating correctly. 5. Access doors are closed and duct end caps are in place. 3.03 ADJUSTMENT TOLERANCES A. Air Terminal Units: Adjust total to within plus 10 percent and minus [10]percent of design to space. 3.04 RECORDING AND ADJUSTING A. Ensure recorded data represents actual measured or observed conditions. B. Leave systems in proper working order, replacing belt guards,closing access doors,closing doors to electrical switch boxes, and restoring thermostats to specified settings. 3.05 AIR SYSTEM PROCEDURE A. Measure building static pressure and adjust supply, return, and exhaust air systems to provide required relationship between each to maintain approximately 0.05 inches positive static pressure near the building entries. B. For air terminal units set volume controller to air flow setting indicated. Confirm connections properly made and confirm proper operation for automatic variable air volume temperature control. C. On fan powered VAV boxes, adjust air flow switches for proper operation. 3.06 SCOPE A. Test, adjust, and balance the following: 1. Air Terminal Units END OF SECTION I PROJECT NO, 15-172-983 230593-2 SECTION 23 05 93 Copyright 2015 by KLUBER,INC.;All Rights Reserved TESTING,ADJUSTING,AND BALANCING FOR HVAC SECTION 23 0913 INSTRUMENTATION AND CONTROL DEVICES FOR HVAC PART1 GENERAL 1.01 SECTION INCLUDES A. Thermostats. B. Damper operators, C, Variable frequency drives. D. Miscellaneous accessories. E, Rough-in, wiring to, and final connections to products specified in this Section. 1.02 RELATED REQUIREMENTS A. Section 23 09 23-Direct-Digital Control System for HVAC, 1.03 REFERENCE STANDARDS A. NEMA 250-Enclosures for Electrical Equipment(1000 Volts Maximum); National Electrical Manufacturers Association;2014, B. NFPA 90A-Standard for the Installation of Air-Conditioning and Ventilation Systems; National Fire Protection Association; 2012. 1.04 SUBMITTALS A. See Section 0130 00-Administrative Requirements,for submittal procedures. B. Product Data: Provide description and engineering data for each control system component. Include sizing as requested. Provide data for each system component and software module. C. Shop Drawings: Indicate complete operating data, system drawings,wiring diagrams, and written detailed operational description of sequences. Submit schedule of valves indicating size, flow, and pressure drop for each valve. For automatic dampers indicate arrangement,velocities,and static pressure drops for each system. D. Project Record Documents: Record actual locations of control components, including panels, thermostats, and sensors. Accurately record actual location of control components, including panels, thermostats, and sensors. 1. Revise shop drawings to reflect actual installation and operating sequences. E, Operation and Maintenance Data: Include inspection period, cleaning methods, recommended cleaning materials, and calibration tolerances. F, warranty: Submit manufacturers warranty and ensure forms have been filled out in Owner s name and registered with manufacturer, 1.05 QUALITY ASSURANCE A. Manufacturer Qualifications: Company specializing in manufacturing the Products specified in this section with minimum three years documented experience. PROJECT N0.15-172-983 23 0913-1 SECTION 23 0913 Copyright 2015 by KLUBER,INC.;All Rights Reserved INSTRUMENTATION AND CONTROL DEVICES FOR HVAC B. Installer Qualifications: Company specializing in performing the work of this section with minimum three years experience approved by manufacturer. PART 2 PRODUCTS 2.01 EQUIPMENT-GENERAL A. Products Requiring Electrical Connection: Listed and classified by Underwriters Laboratories Inc., as suitable for the purpose specified and indicated, 2.02 CONTROL PANELS A. Unitized cabinet type for each system under automatic control with relays and controls mounted in cabinet and temperature indicators,pressure gages, pilot lights, push buttons and switches flush on cabinet panel face. B. NEMA 250,general purpose utility enclosures with enamelled finished face panel. C. Provide common keying for all panels. 2.03 DAMPER OPERATORS A. General: Provide smooth proportional control with sufficient power for air velocities 20 percent greater than maximum design velocity and to provide tight seal against maximum system pressures. Provide spring return for two position control and for fail safe operation. 1. Provide sufficient number of operators to achieve unrestricted movement throughout damper range. 2. Provide one operator for maximum 36 sq ft damper section. B. Electric Operators: 1. Spring return, adjustable stroke motor having oil immersed gear train, with auxiliary end switch. 2. Product: a. Belimo. b. Substitutions: See Section 0160 00-Product Requirements, 2.04 INPUTIOUTPUT SENSORS A. Temperature Sensors: 1. Use thermistor or RTD type temperature sensing elements with characteristics resistant to moisture,vibration, and other conditions consistent with the application without affecting accuracy and life expectancy. 2. Construct RTD of nickel or platinum with base resistance of 1000 ohms at 70 degrees F. 3. 100 ohm platinum RTD is acceptable if used with project DDC controllers. 4. Temperature sensing device must be compatible with project DDC controllers. 5. Performance Characteristics: a. RTD: a) Room Sensor Accuracy: Plus/minus 1.0 degree F minimum. b) All Other Accuracy: Plus/minus 0.75 degrees F minimum. c) Range: Minus 40 degrees F through 220 degrees F minimum. b. Thermistor: a) Accuracy(All): Plus/minus 0.36 degrees F minimum, PROJECT NO.15-172-983 2309 13-2 SECTION 23 0913 Copyright 2015 by KLUBER,INC.;Ali Rights Reserved INSTRUMENTATION AND CONTROL DEVICES FOR HVAC b) Range: Minus 30 degrees F through 230 degrees F minimum. c) Heat Dissipation Constant: 2.7 mW per degree C. c. Temperature Transmitter: a) Accuracy: 0.10 degree F minimum or plus/minus 0.20 percent of span. b) Output:4-20 mA. d. Sensing Range: a) Provide limited range sensors if required to sense the range expected for a respective point, b) Use RTD type sensors for extended ranges beyond minus 30 degrees F to 230 degrees F. c) Use temperature transmitters in conjunction with RTD's when RTD's are incompatible with DDC controller direct temperature input. e, Wire Resistance: a) Use appropriate wire size to limit temperature offset due to wire resistance to 1.0 degree F or use temperature transmitter when offset is greater than 1.0 degree F due to wire resistance, b) Compensate for wire resistance in software input definition when feature is available in the DDC controller. f. Outside Air Sensors:Watertight inlet fitting shielded from direct rays of the sun. g. Insertion Elements: a) Use in ducts not affected by temperature stratification or smaller than 11 sq inches. B. Humidity Sensors: 1, Elements: Accurate within 5 percent full range with linear output. 2. Duct and Outside Air Sensors: With element guard and mounting plate, range of 0-100 percent relative humidity. C. Static Pressure Sensors: 1. Unidirectional with ranges not exceeding 150 percent of maximum expected input, 2. Temperature compensate with typical thermal error or 0.06 percent of full scale in temperature range of 40 to 100 degrees F. 3. Accuracy. One percent of full scale with repeatability 03 percent. 4. Output: 0-5 vdc with power at 12 to 28 vdc. D. Equipment Operation Sensors: 1, Status Inputs for Fans: Differential pressure switch with adjustable range of 0 to 5 inches wg. 2. Status Inputs for Pumps: Differential pressure switch piped across pump with adjustable pressure differential range of 8 to 60 psi. 3. Status Inputs for Electric Motors: Current sensing relay with current transformers, adjustable and set to 175 percent of rated motor current. 2.05 THERMOSTATS A. Airstream Thermostats: 1. Remote bulb or bimetallic rod and tube type, proportional action with adjustable setpoint in middle of range and adjustable throttling range. PROJECT NO. 15-172-983 230913-3 SECTION 23 0913 Copyright 2015 by KLUBER,INC.;All Rights Reserved INSTRUMENTATION AND CONTROL DEVICES FOR HVAC i 2.06 TRANSMITTERS A. Building Static Pressure Transmitter: 1. One pipe,differential type with temperature compensation,scale range 0.01 to 6.0 inch wg positive or negative, and sensitivity of 0.0005 inch wg. Transmit electronic signal to receiver with matching scale range. B. Pressure Transmitters: 1. One pipe direct acting indicating type for gas, liquid,or steam service, range suitable for system, proportional electronic output. C. Temperature Transmitters: 1. One pipe, directly proportional output signal to measured variable, linearity within plus or minus 112 percent of range for 200 degree F span and plus or minus 1 percent for 50 degree F span, with 50 degrees F temperature range, compensated bulb, averaging capillary,or rod and tube operation on 20 psig input pressure and 3 to 15 psig output. D. Humidity Transmitters: 1. One pipe, directly proportioned output signal to measured variable, linearity within plus or minus 1 percent for 70 percent relative humidity span, capable of withstanding 95 percent relative humidity without loss of calibration. 2.07 LOW COIL INPUT RELAYS A. Manufacturers 1. Functional Devices, Inc., RIB. B. Enclosed relay Hi/Low separation 20 amp DPDT+Override. C. UL Listed, UL916, U1-864, C-UL and UL Accepted for use in Plenum, NEMA 1. D. Power input: 120 Vac, 50-60 Hz or 208-277 Vac, 50-60 Hz as applicable. E. Control Input; 5-25 Vac/dc, 50-60 Hz. F. Relay status: LED on =activated, i PART 3 EXECUTION 3.01 EXAMINATION A. Verify existing conditions before starting work. B. Verify that systems are ready to receive work. C. Beginning of installation means installer accepts existing conditions. D. Sequence work to ensure installation of components is complementary to installation of similar components in other systems. 3.02 INSTALLATION A. Install in accordance with manufacturer's instructions. PROJECT NO.15-172-983 230913-4 SECTION 23 0913 Copyright 2015 by KLUBER,INC.;All Rights Reserved INSTRUMENTATION AND CONTROL DEVICES FOR HVAC I i i I B. Check and verity Vocation of thermostats with plans and room details before installation. Locate 60 inches above floor. Align with lighting switches. C. Mount outdoor reset thermostats and outdoor sensors indoors,with sensing elements outdoors with sun shield. D. Install damper motors on outside of duct in warm areas. Do not install motors in locations at outdoor temperatures, E. Mount control panels adjacent to associated equipment on vibration free walls or free standing angle iron supports. One cabinet may accommodate more than one system in same equipment room. Provide engraved plastic nameplates for instruments and controls inside cabinet and engraved plastic nameplates on cabinet face. j F. Install"handlofflauto" selector switches to override automatic interlock controls when switch is in "hand"position. END OF SECTION PROJECT NO.15-172-983 2309 13-5 SECTION 23 0913 Copyright 2015 by KLUBER,INC.;All Rights Reserved INSTRUMENTATION AND CONTROL DEVICES FOR HVAC i SECTION 23 09 23 DIRECT-DIGITAL CONTROL SYSTEM FOR HVAC PART 1 GENERAL 1.01 SECTION INCLUDES A. System Description B. Operator Interface C. Controllers D. Power Supplies and Line Filtering 1,02 RELATED REQUIREMENTS A. Section 23 0913- Instrumentation and Control Devices for HVAC. B, Section 26 06 20.26-Wiring Connections: Electrical characteristics and wiring connections. 1.03 REFERENCE STANDARDS i A. NFPA 70-National Electrical Code; National Fire Protection Association; Most Recent Edition Adopted by Authority Having Jurisdiction, Including All Applicable Amendments and Supplements. 1.04 SUBMITTALS A. See Section 0130 00-Administrative Requirements,for submittal procedures. B. Product Data: Provide data for each system component and software module. C. Shop Drawings: 1. Indicate trunk cable schematic showing programmable control unit locations, and trunk data conductors. 2. Indicate system graphics indicating monitored systems,data(connected and calculated) point addresses, and operator notations. Provide demonstration diskette containing graphics. 3. Show system configuration with peripheral devices, batteries, power supplies,diagrams, modems, and interconnections, 4. Indicate description and sequence of operation of operating,user,and application software. D. Project Record Documents: Record actual locations of control components, including control units,thermostats, and sensors. 1. Revise shop drawings to reflect actual installation and operating sequences. E. Operation and Maintenance Data: 1. Include interconnection wiring diagrams complete field installed systems with identified and numbered, system components and devices. 2. Include keyboard illustrations and step-by-step procedures indexed for each operator function. 3. Include inspection period,cleaning methods,cleaning materials recommended, and calibration tolerances. F. Warranty: Submit manufacturer's warranty and ensure forms have been filled out in Owner s name and registered with manufacturer. PROJECT NO.15-172-983 23 09 23-1 SECTION 23 09 23 Copyright 2015 by KWBER,INC.;All Rights Reserved DIRECT-DIGITAL CONTROL SYSTEM FOR HVAC I i i 1.45 QUALITY ASSURANCE A. Manufacturer Qualifications: Company specializing in manufacturing the Products specified in this section with minimum three years documented experience. B. Installer Qualifications: Company specializing in performing the work of this section with minimum three years experience approved by manufacturer. 1.06 WARRANTY A. See Section 0178 00-Closeout Submittals,for additional warranty requirements. B. Provide five year manufacturer's warranty for field programmable micro-processor based units. PART 2 PRODUCTS 2.01 MANUFACTURERS A. Trane Chicago;Tracer SC;Alex Lindsey, alex.lindsey @trane.com B. Schneider Electric;Andover Controls;Tiffany Taylor,tiffany.taylor @schneider-electric.com i 2.02 SYSTEM DESCRIPTION A. System shall be a web-based BACnet building automation system (BAS) . B. Automatic temperature control field monitoring and control system using field programmable micro-processor based units . ' C. Provide a color graphical representation of all systems. The graphical display shall include all points indicated in the points list and any others required to achieve the sequences of operation. The graphical user interface shall consist of the following as a minimum; 1. Menu bar navigation via windows-like bars. 2. Navigation will also be available via an image of the building profile from which the user clicks on floors to bring up individual floor plans. 3. The individual floor plan zones shall change color based upon the difference between the actual zone temperature and zone set point so that the operator can tell at a glance if zones are in,above or below acceptable ranges. A minimum of five (5)colors are required: Color 1 = within acceptable range of set point, Color 2=warning-zone is above acceptable range of set point and approaching high temperature alarm; Color 3=zone is in high temperature alarm; Color 4=warning -zone is below acceptable range of set point and approaching low temperature alarm; Color 5=zone is in low temperature alarm. 4. Clicking on a floor plan zone shall bring up a dynamic color graphic of the mechanical equipment that serves that zone. 5. Each major piece of mechanical equipment(terminal unit,AHU, boiler,chillers,cooling towers, etc.)shall have a pictorial dynamic color graphic. The central plant equipment may be combined as appropriate on one or more graphic page. 6. Text-based (non-pictorial)summary screens will also be provided so that the operator may view critical informafion on multiple units at once. Summary screens will be provided for terminal uints and air handling units. Summary screens for VAWFPVAV boxes will contain as a minimum room temperature, room temperature set point, occlunocc status and CFM for each PROJECT NO. 15-172-983 230923-2 SECTION 23 09 23 Copyright 2015 by KLUBER,INC.;All Rights Reserved DIRECT-DIGITAL CONTROL SYSTEM FOR FIVAC box. Summary screens for AHUs will contain as a minimum space temperature (CV units)or discharge temperature(VAV units)and the corresponding set point,static pressure(VAV units), OA damper position, mixed air temperature, fan status and occlunocc status. 7. Clicking on a unit on any summary screen shall bring up the complete graphic for that unit. 8. Outside air temperature shall be displayed on each graphic screen. D. Include computer software and hardware,operator inputloutput devices, control units,local area networks(LAN),sensors,control devices, actuators. E. Provide control systems consisting of thermostats,control valves,dampers and operators, indicating devices, interface equipment and other apparatus and accessories required to operate mechanical systems, and to perform functions specified. F. Include installation and calibration, supervision, adjustments, and fine tuning necessary for complete and fully operational system. 2.03 BAS ARCH ITECTU REICOM MU N ITCATION A. System Controller:The building automation system(BAS)shall consist of an HTML5 web-based System Controller or Controllers,communicating over the customer IP network to each other and to Operator Workstations via BACnet IP. 1. Each System Controller shall communicate to a network of Custom Application and Application Specific Controllers using BACnet MSTP as prescribed by the BACnet standard. 2. Each System Controller shall function as a BACnet Router to all unit controllers providing all BACnet MSTP points as fully open and fully exposed, read/write capable, BACnet IP points to any higher level Enterprise BAS system or any 3rd party BACnet-capable BAS system. 3. System Controller shall by BTL Listed. B. Custom Application and Application Specific Unit Controllers shall meet the following communication requirements: 1. Communicate to System Controller via BACnet MSTP 2. To allow maximum communications speed and co-existence with other controllers,the controller shall support at a minimum the following BACnet MSTP master baud rates: 9600, 19200, 38400, 76800, and 115200. 3. To ensure compatibility to other BACnet systems the controller must be BTL Listed as: a. Advance Applications Controller(B-AAC)for Custom Application Controllers b. Application Specific Controller(B-ASC)and Supports sending alarm/event notifications to a subscriber,for Application Specific Controllers C. Wireless Custom Application and Application Specific Unit Controllers and Auxiliary Wireless Control devices shall conform to: 1. IEEE 802.15.4 radios to minimize risk of interference and maximize battery life, reliability, and range. 2. Operating range shall be a minimum of 200 feet;open range shall be 2,500 ft. (762 m)with less than 2%packet error rate. 3. Installation and replacement of failed sensors shall be accomplished automatically after power up of the failed device or power up of the properly addressed replacement device. 4. Wireless communication shall be ASHRAE BACnet MSTP over Zigbee(Annex 0) PROJECT NO.15-172-983 230923-3 SECTION 23 09 23 i Copyright 2015 by KLUBER,INC.;All Rights Reserved DIRECT-DIGITAL CONTROL SYSTEM FOR HVAC 5. Wireless temperature and humidity sensors shall be"maintenance-free"type and have a published battery life of no less than 15 years under typical operating range conditions as described above. 6. Wireless temperature and humidity sensors shall utilize IEEE 802.15.4 radios, shall allow signal hopping (send/receive data packets)and shall be a part of the Zigbee mesh network 7. To ensure future compatibility to other BACnet systems each controller must be BTL Listed and Zigbee Building Automation(Zigbee-BA)certified 2,04 OPERATOR INTERFACE A, The System Controller shall provide an embedded web-interface for end-user access to the building automation system (BAS). BAS web-interface shall be HTML5 to ensure universal browser compatibility including PC's, laptop's,tablets and mobile phones. JAVA-based web-interfaces are not compatible with standard iOS and Android devices and are not acceptable. B. No dedicated PC workstation shall be required, as any current-version PC, laptop,tablet or mobile i phone shall be capable of accessing the BAS.At a minimum the BAS web-interface shall be compatible with the following operating systems and browsers: 1. Operating Systems: a. Windows 7,Windows 8 b. MAC OS X 10.8 (Mountain Lion), 10.9(Mavericks), 10.10 (Yosemite) c. 10S(iPad/iPhone)V4.0+ d. Android(Tablet/Phone) V4.0+ 2. Web Browsers; a. Internet Explorer 8.0+ b. Firefox 4.0+ c. Chrome 10.0+ d. Safari(iOS)V4,0+ e. Android Chrome V4.0+ C. Mobile Device Application ("App"): Provide to the owner as part of this project the corresponding mobile device and tablet application ("App")for the BAS System. All licensing and subscription costs for the application shall be included for 5 years and no fewer than five (5)individual licenses on both Android and Apple(iOS)devices.The Owner shall incur no cast to use the mobile device and tablet Application(s)for the 5 year period starting with Owner acceptance. D. Operator Displays: Provide color touchscreen operator displays for all Custom Application controllers including any central plant systems(HW, CHW, CW)and Air Handling Units(AHD's). Provide same animated BAS graphic viewable at the BAS for viewing on each operator display. 2,05 BAS SOFTWARE MINIMUM CAPABILITIES A. System Security 1, Each operator shall be required to login to the system with a user name and password in order to view,edit, add,or delete data. 2. User Profiles shall restrict the user to only the objects, applications, and system functions as assigned by the system administrator. 3. Each operator shall be allowed to change their user password 4. The System Administrator shall be able to manage the security for all other users PROJECT NO.15-172-983 230923-4 SECTION 23 09 23 Copyright 2015 by KLUBER,INC.;All Rights Reserved DIRECT-DIGITAL CONTROL SYSTEM FOR HVAC 5. User logon/logoff attempts shall be recorded. 6. The system shall protect itself from unauthorized use by automatically logging off following the last keystroke. The delay time shall be user definable. B. On-Line Help and Training 1. Provide a context sensitive,on-line help system to assist the operator in operation and configuration of the system. 2. Provide on-line owner training videos for typical daily operator tasks C. Equipment Graphics: HVAC equipment graphics shall be 3D photo-realistic animated type with animated fans, dampers and coils. Links shall be available from each graphic page to view all equipment data points, setpoints and equipment trend logs. D. System Graphics: HVAC systems shall have custom 3D flow-based animated graphics created and loaded into the BAS for each system. Links shall be available from each graphic page to view all system data points,setpoints and system trend logs. E. Manual Control and Override. 1. Point Control: Provide a method for a user to view, override,and edit if applicable, the status of any object and property in the system. The point status shall be available by menu,on graphics or through custom programs. 2. Temporary(Expiring)Overrides:The user shall be able to perform a temporary override wherever an override is allowed, automatically removing the override after a specified period of time. 3. Provide a specific icon to show timed override or operator override, when a point, unit controller or application has been overridden manually. 4. Provide an"AII Points In Override"report at the BAS Reports menu to allow the end user to easily identify all of the overrides that exist in the system. F. Scheduling. An everyday user shall be able to perform the following tasks at the BAS: 1. Create a new schedule,defining the default values, events and membership. 2. Create exceptions to a schedule for any given day. 3. Apply an exception that spans a single day or multiple days. 4. View a schedule by day,week and month. 5. Exception schedules and holidays shall be shown clearly on the calendar. 6. Modify the schedule events, members and exceptions. 7. Create Optimal Start/Stop schedules,define an early start limit, utilize outdoor air temperature compensation, and show current active heating and cooling rates(min/deg). G. Trend Logs 1. Trend Log Creation.The daily user shall be able to create and define a trend log for any point available in the BAS, 2. Trend Log Viewing. a. The operator interface shall allow Trend Log data to be viewed in a tabular or graphical format, printed, and exported to a PDF or Excel file at a minimum. b. Trend log viewing including the capability to show a minimum of 5 points on a chart with each displayed in a unique color and with data values shown upon mouse-over H. Alarm/Event Notification PROJECT NO. 15-172-983 230923-5 SECTION 23 09 23 Copyright 2015 by KLUBER,INC.;All Rights Reserved DIRECT-DIGITAL CONTROL SYSTEM FOR HVAC 1. An operator shall be notified of new alarms/events as they occur while navigating through any part of the system via an alarm icon. 2. Alarm/Event Log,The operator shall be able to view all logged system alarms/events from any operator interface. a, The operator shall be able to sort and filter alarms from events.Alarms shall be sorted in a minimum of 4 categories based on severity. b. Alarm/event messages shall use full language,easily recognized descriptors. c, An operator with the proper security level may acknowledge and clear alarms/events. d. The alarm/event log shall include a comment field for each alarm/event that allows a user to add specific comments associated with any alarm. 3. Email Alarming.Alarms shall be capable of being emailed out to various recipients at varying severity levels, along with cascading email alarms when critical alarms are not acknowledged in a timely manner. I. Reports 1. The BAS shall allow a user to export reports in PDF or Excel formats at a minimum. 2. Define and provide the following points to all users of the BAS: a. All Points in Alarm Report:Provide an on demand report showing all current alarms, b. All Points in Override Report: Provide an on demand report showing all overrides, c. Commissioning Report: Provide a one-time report that lists all equipment with the unit configuration and present operation. d. All Points Report: Provide a report that lists the current value of all points J. Standard BAS Routines And Programming 1. VAV System Coordination. Provide programming necessary to ensure equipment safety and minimize energy usage, including: a. Startup and shutdown the air handler safely. Ensure the VAV boxes are open sufficiently when the equipment is running,to prevent damage to the ductwork and VAV boxes due to high air pressure. b. Ensure minimum air flows for gas and electric heating applications. c. Automatically scheduled calibration of the VAV boxes, d, Static Pressure Optimization Routine(Per ASHRAE 9D.1-2013) e. Area-Based Scheduling Control, Provide multiple time of day schedules for each Area of VAV zones with different scheduling needs and shut unoccupied VAV box dampers to provide fan horsepower energy savings. f. Timed Override, Provide functionality and programming to allow building occupants to override the VAV system to the occupied mode for a user-definable time period. 2.06 CONTROLLERS A. SYSTEM CONTROLLERS 1. There shall be one or more independent microprocessor-based System Controllers to contain and provide the BAS Software Minimum Capabilities as previously described. a. The System Controller shall have sufficient memory to support its operating system, database, and programming requirements. b. The controller shall provide a USB comm port for direct connection to a PC or laptop. c, All System Controllers shall have a real time clock. PROJECT N0.15-172-983 230923-6 SECTION 23 09 23 Copyright 2015 by KLUBER,INC.;All Rights Reserved DIRECT-DIGITAL CONTROL SYSTEM FOR HVAC d. Environment. Controller hardware shall be suitable for the anticipated ambient conditions. Controller shall be mounted in a NEMA-1 enclosure at a minimum, and shall be rated for operation at-40°C to 50°C [-40°F to 122°F]. e. Clock Synchronization. a) All System Controllers shall be able to synchronize with a NTP server for automatic time synchronization. b) All System Controllers shall be able to accept a BACnet time synchronization command for automatic time synchronization. c) All System Controllers shall automatically adjust for daylight savings time if applicable. f, Serviceability a) Provide diagnostic LEDs for power,communications, and processor. b) The System Controller shall have an LED display on the main board that indicates the current operating mode of the controller. g. Memory. The System Controller shall maintain all BIOS and programming information indefinitely without power to the System Controller h. Immunity to power and noise. Controller shall be able to operate at 90%to 110%of nominal voltage rating and shall perform an orderly shut-down below 80% nominal voltage i. BACnet Testing Labs(BTL) Listing, Each System Controller shall be listed as a BACnet Building Controller(B-BC)by BACnet Testing Labs. B. CUSTOM APPLICATION CONTROLLERS 1. Description, Custom Application Controllers are controllers that operate Applied Air-handling Units(AHU's), Central Chilled Water,Condenser Water, Steam and Hot Water Systems and are fully programmable for each application, per the sequence of operation. 2. Custom Application Controller Hardware and Software Requirements i a. Scheduling. The Controller shall have a built in schedule using a Real Time Clock with a 7 day power backup and shall be capable of operating standalone from its local operator display b. Trend Logs. For ease of troubleshooting, the Controller shall support data trend logging I a) Trends shall be capable of being collected at a minimum sample rate of once every second with a minimum total capacity of 25,000 samples. b) Trends shall be capable of being viewed from the BAS or the local operator display c. Environment. Controller hardware shall be suitable for the anticipated ambient conditions. a) Storage conditions: (a)Temperature: -67°F to 203°F(-55°C to 95°C) (b)Humidity: Between 5%to 100% RH (non-condensing) b) Operating conditions: (a)Temperature:-40°F to 158°F(-40°C to 70°C) (b)Humidity: Between 5%to 100% RH(non-condensing) c) Controllers used indoors shall be mounted in a NEMA 1 enclosure at a minimum d) Controllers used outdoors and/or in wet ambient shall be mounted within NEMA 4 type waterproof enclosures, and shall be rated for operation at-40°F to 158°F [-40°C to 70°C]. d. Inputs/Outputs: The Controller shall have on-board or expansion 110 capable of performing all functionality needed for the application, including: PROJECT NO.15-172-983 230923-7 SECTION 23 09 23 Copyright 2015 by KLUBER,INC.;All Rights Reserved DIRECT-DIGITAL CONTROL SYSTEM FOR HVAC i a) Shall support flexibility in actuator type,the controllers shall be capable of supporting the following actuator control types 0-10VDC,0-5VDC, 4-20mA, 24VAC-2 position. b) Shall support flexibility in sensor type,the Controller shall be of reading sensor input ranges of 0 to10V, 0 to 20mA, 50ms or longer pulses, 200 to 20Kohm and RTD input. c) Shall support flexibility in sensor type,the Controller and/or expansion modules shall support dry and wetted (24VAC) binary inputs. d) The controller support pulse accumulator for connecting devices like energy meters. e) In order to support a wide range of devices,the Controller's binary output shall be able to drive at least 1OVA each. f) Spare 1/0,Any Spare I/O that is unused by functionality needed for the equipment shall be available to be used by custom programming on the Controller and by the BAS. g) The Controller shall provide 24VAC and 24VDC power terminals. h) Controller shall be capable of expanding to at least 100 hardware 1/0 terminations. e. Serviceability-The Controller shall provide the following to improve serviceability. a) Diagnostic LEDs for power/normal operation/status, BACnet communications, sensor bus communications, and binary outputs. All wiring connections shall be clearly labeled and made to be field removable.. b) Software service tool connection through all of the following methods: direct USB cable connection to the Controller, USB connection through another controller on the BACnet link and through USB connection to the System Controller. c) Programming and testing of controller programs must,for safety purposes, be initially able to be accomplished with the power off to the equipment and to the controller. d) Capabilities to temporarily override the BACnet point values with expiring overrides. f. Software Retention:All Controller operating parameters, setpoints, BIOS, and sequence of operation code must be stored in non-volatile memory in order to maintain such information for months without power. g. Controller must meet the following Agency Compliance: a) UL916 PAZX, Open Energy Management Equipment b) UL94-5V, Flammability c) FCC Part 15, Subpart B, Class B Limit d) BACnet Testing Laboratory(BTL) Listed e) cUL and CE Marked for international compliance 3. Local Operator Interface:A local Color Touchscreen Operator Display shall be provided for all Custom Application Controllers.The operator interface shall enable the user to view and edit data. A system security password shall be available to prevent unauthorized use of the keypad and display. Local operator display shall meet the minimum specification as listed below: a. Point Overrides. Override any hardwired output point to any value within its range. b. Graphics. Display same graphic as displayed at the BAS page for the equipment/system. c. Editable time of day schedule (with exception creating ability)for standalone applications. d. Optional User Security(Ability to setup user security for making changes and overrides). e. Trend Logs. User shall be able to view graphical trend logs for the equipment under control. f. Operating Conditions: a) Temperature: -40°F to 158°F(-40°C to 70°C) b) Humidity: Between 5%to 100%(non-condensing) 4. Environmental rating (enclosure): IP56(dust and strong water jet protected) PROJECT NO. 15-172-983 230923-8 SECTION 23 09 23 Copyright 2015 by KLUBER,INC.;All Rights Reserved DIRECT-DIGITAL CONTROL SYSTEM FOR HVAC C. APPLICATION SPECIFIC CONTROLLERS 1, Description,Application Specific Controllers(ASC) shall be microprocessor-based DDC controllers which through hardware and firmware design control specified equipment. They are not typically user-programmed, but are configurable for operation within the confines of the equipment they are designed to serve(e.g. VAV's, Fan Coils, Cabinet Unit Heaters, Blower Coils, Unit Ventilators, Heat Pumps,Chilled Beams,and Water Source Heat Pumps), 2. Application Specific Controller Hardware and Software Requirements. a. Enclosures.All Application Specific Controllers shall be provided with and installed in a NEMA-1 rated enclosure at a minimum.All VAV damper actuators shall be installed in and protected from dirt and dust by a NEMA-1 enclosure. b. Software.To meet the sequence of operation for each equipment type the controller shall use programs developed and tested by the controller manufacturer that are either factory loaded or field-downloaded with a service tool into the controller. c. Stand-Alone Operation: Each piece of equipment shall be controlled by a single DDC controller and provide stand-alone control in the event of a communications failure, utilizing last known communicated values and/or comm-fail values. d. Environment. Controller hardware shall be suitable for the anticipated ambient conditions. a) Storage: -55 to 203°F(48 to 95°C)and 5 to 95% RH (non-condensing). b) Operating: -40 to 158°F(40 to 70°C)and 5 to 95% RH (non-condensing), c) Controllers used indoors shall be mounted in a NEMA 1 enclosure at a minimum d) Controllers used outdoors and/or in wet ambient shall be mounted within NEMA 4 type waterproof enclosures, and shall be rated for operation at-40°F to 158°F[-40°C to 70°C]. e. Inputs/Outputs: a) For flexibility in selection and replacement of valves,the controllers shall be capable of supporting all of the following valve control types 0-10VDC, 0-5VDC,4-20mA, 24VAC floating point, 24VAC-2 position (Normally or Normally Closed). b) For flexibility in selection and replacement of sensors,the controllers shall be capable of reading sensor input ranges of 0 to10V, 0 to 20mA, pulse counts, and 200 to 20Kohm. c) For flexibility in selection and replacement of binary sensors, the controller shall support dry and wetted (24VAC) binary inputs. d) For flexibility in selection and replacement devices,the controller's shall have binary output which are able to drive at least 12VA each. e) For flexibility in selection and replacement of motors,the controller shall be capable of outputting 24VAC(binary output), DC voltage (0 to 10VDC minimum range) and PWM (in the 80 to 100 Hz range). f) Spare 1/0.Any Spare 110 that is unused by functionality needed for the equipment shall be available to be used by custom programming on the Controller and by the BAS. g) Expandability. For future expandability needs controller shall be capable of expanding to at least 50 hardware 110 terminations. f. Serviceability-The controller shall provide the following to improve serviceability. a) Diagnostic LEDs shall indicate correct operation or failurestfaults for all of the following: power, sensors, BACnet communications,and 1/0 communications bus. I b) All binary output shall have LED's indicating the output state. PROJECT NO.15-172-983 230923-9 SECTION 23 09 23 Copyright 2015 by KLUBER,INC,;All Rights Reserved DIRECT-DIGITAL CONTROL SYSTEM FOR HVAC c) Software service tool connection through all of the following methods: direct USB cable connection to the Controller, USB connection through another controller on the BACnet link and through USB connection to the System Controller, d) For safety purposes, the controller shall be capable of being powered by a portable computer USB cable for the purposes of configuration, programming, and testing programs so that this work can be accomplished with the power off to the equipment. e) Capabilities to temporarily override BACnet point values with expiring overrides. f) BACnet trending objects resident on controller (a)Shall be capable of trending all BACnet points used by controller (b)Minimum of 20,000 trending points total on controller (c) Shall be capable of 1 second sample rates on all points g. Software Retention: All Zone Controller operating parameters, setpoints, BIOS, and sequence of operation code must be stored in non-volatile memory in order to maintain such information for months without power. h. Agency Approval: The controller shall have met the following Agency Compliance: a) UL916 PAZX, Open Energy Management Equipment b) UL94-5V, Flammability c) FCC Part 15, Subpart B, Class B Limit d) BACnet Testing Laboratory(BTL)Listed e) cUL and CE Marked for international compliance D. INPUT/OUTPUT INTERFACE 1. Hardwired inputs and outputs tie into the DDC system through building, custom application, or application specific controllers. 2. All Input/Output Points: a. Protect controller from damage resulting from any point short-circuiting or grounding and from voltage up to 24 volts of any duration. b. Provide universal type for building and custom application controllers where input or output is software designated as either binary or analog type with appropriate properties. 3. Binary Inputs: a. Allow monitoring of On/Off signals from remote devices. b. Provide wetting current of 12 mA minimum, compatible with commonly available control devices and protected against the effects of contact bounce and noise. c. Sense dry contact closure with power provided only by the controller. 4. Pulse Accumulation Input Objects: Conform to all requirements of binary input objects and accept up to 10 pulses per second, 5, Analog Inputs; a. Allow for monitoring of low voltage 0 to 10 VDC, 4 to 20 mA current, or resistance signals (thermistor, RTD), b. Compatible with and field configurable to commonly available sensing devices. 6. Binary Outputs: a. Used for On/Off operation or a pulsed low-voltage signal for pulse width modulation control b. Outputs provided with three position (On/Off/Auto)override switches. c. Status lights for building and custom application controllers to be selectable for normally open or normally closed operation. 7. Analog Outputs: PROJECT N0. 15-172-983 23 09 23-10 SECTION 23 09 23 Copyright 2015 by KLUBER,INC.;All Rights Reserved DIRECT-DIGITAL CONTROL SYSTEM FOR HVAC i a. Monitoring signal provides a 0 to 10 VDC or a 4 to 20 mA output signal for end device control. b. Provide status lights and two position(AUTO/MANUAL)switch for building and custom application controllers with manually adjustable potentiometer for manual override on building and custom application controllers. c. Drift to not exceed 0.4 percent of range per year. 8. Tri State Outputs; a. Coordinate two binary outputs to control three point,floating type, electronic actuators without feedback. b. Limit the use of three point,floating devices to the following zone and terminal unit control applications: c. Control algorithms run the zone actuator to one end of its stroke once every 24 hours for verification of operator tracking. 9. System Object Capacity: a. System size to be expandable to twice the number of input output objects required by providing additional controllers, including associated devices and wiring. b. Hardware additions or software revisions for the installed operator interfaces are not to be required for future,system expansions. 2.07 POWER SUPPLIES AND LINE FILTERING A. Power Supplies: 1. Provide UL listed control transformers with Class 2 current limiting type or over-current protection in both primary and secondary circuits for Class 2 service as required by the NEC. 2. Limit connected loads to 80 percent of rated capacity. 3. Match DC power supply to current output and voltage requirements. 4. Unit to be full wave rectifier type with output ripple of 5,0 mV maximum peak to peak. 5. Regulation to be 1 percent combined line and load with 100 microsecond response time for 50 percent load changes. 6. Provide over-voltage and over-current protection to withstand a 150 percent current overload for 3 seconds minimum without trip-out or failure. 7. Operational Ambient Conditions: 32 to 120 degrees F. 8. EM/RF meets FCC Class B and VDE 0871 for Class B and MlL-STD 810 for shock and vibration. 9. Line voltage units UL recognized and GSA approved. B. Power Line Filtering: 1. Provide external or internal transient voltage and surge suppression component for all workstations and controllers. 2. Minimum surge protection attributes: a. Dielectric strength of 1000 volts minimum. b. Response time of 10 nanoseconds or less. c. Transverse mode noise attenuation of 65 dB or greater. d. Common mode noise attenuation of 150 dB or greater at 40 to 100 Hz. 2.08 HVAC CONTROL PROGRAMS A. General: PROJECT NO.15-172-983 23 09 23-11 SECTION 23 09 23 Copyright 2015 by KLUBER,INC.;All Rights Reserved DIRECT-DIGITAL CONTROL SYSTEM FOR HVAC 1. Support Inch-pounds and SI(metric)units of measurement. 2. identify each HVAC Control system. PART 3 EXECUTION 3.01 EXAMINATION A. Verify existing conditions before starting work. B. Verify that conditioned power supply is available to the control units and to the operator work station. Verify that field end devices,wiring, and pneumatic tubing is installed prior to installation proceeding. 3.02 INSTALLATION A. Install control units and other hardware in position on permanent wails where not subject to excessive vibration. B. Install software in control units and in operator work station. Implement all features of programs to specified requirements and appropriate to sequence of operation. 3.03 MANUFACTURER'S FIELD SERVICES A. Start and commission systems. Allow sufficient time for start-up and commissioning prior to placing control systems in permanent operation. B, Provide service engineer to instruct Owner's representative in operation of systems plant and i equipment for 3 day period. C. Provide basic operator training for 3 persons on data display, alarm and status descriptors, requesting data,execution of commands and request of logs. Include a minimum of 40 hours dedicated instructor time. Provide training on site. 3.04 DEMONSTRATION AND INSTRUCTIONS A. Demonstrate complete and operating system to Owner. END OF SECTION i PROJECT NO.15-172-983 23 09 23-12 SECTION 23 09 23 i Copyright 2015 by KLUBER,INC.;All Rights Reserved DIRECT-DIGITAL CONTROL SYSTEM FOR HVAC SECTION 26 05 00 BASIC ELECTRICAL REQUIREMENTS PART 1 GENERAL 1.01 RELATED DOCUMENTS A. Drawings and general provisions of Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section. 1.02 SECTION INCLUDES A. Basic Electrical Requirements specifically applicable to Division 26 Sections, in addition to Division 01 -General Requirements. B. Provide conduit rough-in and electrical connection to powered equipment and devices identified in the Project Manual and on the Drawings. Refer specifally, but not limited to, these Specification Sections for further information: 1. Section 22 30 00-Plumbing Equipment. 1.03 REGULATORY REQUIREMENTS A. Provide all materials and labor in conformance with the following codes and standards: 1. Village of Oak Brook-Cade of Ordinances. 2. ANSIJNFPA 70- National Electrical Code 2002 Edition as adopted and Amended by the City of Aurora,Illinois. 3. International Fire Prevention Code, First Edition,2003,with local amendments. 4. ADA-AG-American with Disabilities Act-Accessibility Guidelines. 5, Illinois Accessibility Code, 1997 Edition(Illinois Administrative Code,Title 71, Chapter I, Subchapter b, Part 400). 6. Underwriter's Laboratory. 7. Install electrical Work in accordance with the NECA Standard of Installation. 1.04 DELIVERY,STORAGE AND HANDLING A. Store and protect all materials as specified under the provisions of Section 01 60 00 and as specified herein. B. Deliver products to the project properly identified with names, model numbers,types, grades, compliance labels, and other information needed for identification. C. Ship products to the job site in their original packaging. Receive and store products in a suitable manner to prevent damage or deterioration. Keep equipment upright at all times. D. Investigate the spaces through which equipment must pass to reach its final destination. Coordinate with the manufacturer to arrange delivery at the proper stage of construction and to provide shipping splits where necessary. 1.05 PROJECT/SITE CONDITIONS A. Install work in locations shown on Drawings, unless prevented by Project conditions. Drawings have omitted certain branch circuitry in areas for ease of reading. All branch circuitry is to be provided by Contractor. PROJECT N0. 15-172-983 26 05 00-1 SECTION 26 05 00 BASIC ELECTRICAL REQUIREMENTS Copyright 2015 by KLUBER,INC.;All Rights Reserved B. Prepare drawings showing proposed rearrangement of Work to meet Project conditions,including changes to Work specified in other Sections. Obtain permission from Architect/Engineer before proceeding as specified under modification procedures. 1.06 QUALITY ASSURANCE A. Provide Work as required for a complete and operational electrical installation. B. All products shall be designed, manufactured, and tested in accordance with industry standards. Standards, organizations, and their abbreviations as used hereafter, include the following: 1. American National Standards Institute, Inc(ANSI). 2. American Society for Testing and Materials(ASTM). 3. National Electrical Manufacturers Association(NEMA). 4. Underwriters Laboratories, Inc.(UL). C. Install all Work in accordance with the NECA Standard of Installation. 1.07 SUBMITTALS A. Submit all requested items in Division 26 Sections under provisions of Section 0160 00. 1.08 SUBSTITUTIONS A. Substitutions will be considered only as allowed within the provisions of Section 0160 00. 1.09 PROJECT RECORD DOCUMENTS A. Cooperate and assist in the preparation of project record documents under the provisions of Section 0170 00, 1.10 CONSTRUCTION PROCEDURES A, Construct Work in sequence with all other trades and Owner's schedule as specified under the provisions of Section 0170 00. B. Prepare Work as specified under the provisions of Section 0170 00. C. Provide cleaning as specified under provisions of Section 0170 00. 1.11 PROJECT MANAGEMENT AND COORDINATION A. Proper project management and coordination is critical for a successful project. Manage and coordinate the Work with all other trades. Reliance on the Drawings and Specifications only for exact project requirements is insufficient for proper coordination. PART PRODUCTS 2.01 RACEWAY REQUIREMENTS A. Use only specified raceway in the following locations: 1. Branch Circuits and Feeders; a. Concealed Dry Interior Locations: Electrical metallic tubing. b. Exposed Dry Interior Finished Locations: Electrical metallic tubing. c. Exposed Dry Interior Unfinished Locations: Electrical metallic tubing. PROJECT NO.15-172-983 260500-2 SECTION 26 05 00 Copyright 2015 by KLUBER,INC.;All Rights Reserved BASIC ELECTRICAL REQUIREMENTS i d. All other locations: Galvanized Rigid Metallic Conduit. B. Size raceways for conductor type installed. 1. Minimum Size Conduit Homerun to Paneiboard: 314-inch, 2.02 METALLIC CONDUIT AND FITTINGS A. Conduit: 1, Rigid Steel Conduit: ANSI C80.1. 2. Electrical metallic tubing: ANSI C80.3. 3. Flexible Conduit: UL 1, zinc-coated steel. a. Liquidtight Flexible Conduit: UL360, Fittings shall be specifically approved for use with this raceway. B. Conduit Fittings: 1. Metal Fittings and Conduit Bodies NEMA FB 1. a, EMT fittings: Use set-screw indentor-type fittings. 2.03 ELECTRICAL BOXES A. Manufacturers: 1. Raco. 2. Steel City. 3. Appleton. 4. Substitutions: Or Approved Equal. B. Sheet Metal Outlet Boxes: ANSIINEMA OS 1,galvanized steel, suitable for installation in masonry: C. Equipment Support Boxes: Rated for weight of equipment supported; include 2 inch male fixture studs where required. D. Wet Location Outlet Boxes: Cast aluminum: Cast alloy,deep type,gasket cover,threaded hubs. 2.04 VIVRE AND CABLE A. Manufacturers: 1. Okonite. 2. Southwire. 3. Collyer. B. Building Wire: 1. Feeders and Branch Circuits 6 AWG and Smaller: Copper conductor,600 volt insulation. 6 and 8 AWG, stranded conductor;smaller than 8 AWG, stranded conductor.(solid for device terminations). 2. Control Circuits: Copper, stranded conductor, 600 volt insulation. 3. Use 10 AWG conductors for 20 ampere, 120 volt branch circuits longer than 75 feet, 4. Use conductor not smaller than 12 AWG for power and lighting circuits. 5. Use conductor not smaller than 16 AWG for control circuits. C. Locations: PROJECT NO, 15-172-983 260500-3 SECTION 26 05 00 Copyright 2015 by KLUBER,INC.;All Rights Reserved BASIC ELECTRICAL REQUIREMENTS 1, Concealed Dry Interior Locations: Use only building wire with Type THHN insulation in raceway. 2. Exposed Dry Interior Locations: Use only building wire with Type THHN insulation in raceway. 3. Above Accessible Ceilings: Use only building wire with Type THHN insulation in raceway. 4. Wet or Damp Interior Locations: Use only building wire with Type THWN insulation in raceway. 5. Exterior Locations: Use only building wire with Type XHHW insulation in raceway. 6, Underground Installations; Use only building wire with Type XHHW insulation in raceway, 2.05 CIRCUIT BREAKERS A. Manufacturer: Match Existing Manufacturer(Square D). B. Underwriter Laboratories listed for intended branch circuit; 1. Heating, Ventilating and Air Conditioning: HACK rated. 2. Accessorles: Modify panel cover as necessary. PART 3 EXECUTION 3.01 INSTALLATION A. Install conduit to preserve fire resistance rating of walls,floors, partitions and other elements, using materials and methods recognized by Underwriters Laboratory Fire Resistance Directory. B. Provide anchors,fasteners, and supports in accordance with NECA"Standard of Installation". C. Do not fasten supports to pipes,ducts, mechanical equipment, and conduit, D. Do not use powder-actuated anchors. E. Cut or core structural members and thermal and moisture barriers only upon receiving permission from Architect, Each Contractor shall be responsible for making necessary penetrations for the completion of it's Work. F. Route wire and cable as required to meet project conditions. 1. Wire and cable routing indicated is approximate unless dimensioned. 2. Where wire and cable destination is indicated and routing is not shown, determine exact routing and lengths required. G. Pull all conductors into raceway at same time. H. Protect exposed cable from damage. I. Neatly train and lace wiring inside boxes, equipment and panelboards. J. Support cables above accessible ceilings to keep them from resting on ceiling tiles. K. Make splices,taps, and terminations to carry full ampacity of conductors without perceptible temperature rise. END OF SECTION PROJECT NO.15-172-983 260500-4 SECTION 26 05 00 Copyright 2015 by KLUBER,INC.;All Rights Reserved BASIC ELECTRICAL REQUIREMENTS SECTION 26 05 01 MINOR ELECTRICAL DEMOLITION PART 1 GENERAL 1.01 SECTION INCLUDES A. Electrical demolition, 1.02 RELATED REQUIREMENTS A. Section 0170 00-Execution and Closeout Requirements: Additional requirements for alterations work. 1.03 SUMMARY A. Section Includes: 1. Electrical demolition; Remove electrical systems to plumbing equipment scheduled for demolition and as necessary to modify the electical distribution system. PART 2 PRODUCTS 2.01 MATERIALS AND EQUIPMENT A. Materials and equipment for patching and extending work: As specified in individual sections. PART 3 EXECUTION 3.01 EXAMINATION A. Verify that abandoned wiring and equipment serve only abandoned facilities. B. Beginning of demolition means installer accepts existing conditions. C. Demolition Drawings are based on casual field observation and are intended to identify the limits of the construction site. Remove all electrical systems in their entirety in proper sequence with the Work. 3.02 PREPARATION A. Disconnect electrical systems in walls,floors, and ceilings to be removed. B. Coordinate utility service outages with utility company. C. Provide temporary wiring and connections to maintain existing systems in service during construction. When work must be performed on energized equipment or circuits, use personnel experienced in such operations. D. Existing Electrical Service: Maintain existing system in service until new system is complete and ready for service. Disable system only to make switchovers and connections. Minimize outage duration. 3.03 DEMOLITION AND EXTENSION OF EXISTING ELECTRICAL WORK A. Remove, relocate, and extend existing installations to accommodate new construction. B. Remove abandoned wiring to source of supply. PROJECT NO.15-172-983 26 05 01-1 SECTION 26 05 01 Copyright 2015 by KLUBER,INC.;All Rights Reserved MINOR ELECTRICAL DEMOLITION C. Remove exposed abandoned conduit, including abandoned conduit above accessible ceiling finishes. Cut conduit flush with walls and floors, and patch surfaces. D. Disconnect abandoned outlets and remove devices. Remove abandoned outlets if conduit servicing them is abandoned and removed. Provide blank cover for abandoned outlets that are not removed. E. Repair adjacent construction and finishes damaged during demolition and extension work. F. Maintain access to existing electrical installations that remain active. Modify installation or provide access panel as appropriate. END OF SECTION i PROJECT NO.15-172-983 26 05 01-2 SECTION 26 05 01 MINOR ELECTRICAL DEMOLITION Copyright 2015 by KLUBER,INC.;All Rights Reserved ATTACHMENT C VILLAGE OF OAK BROOK CONTRACT FOR BUTLER GOVERNMENT CENTER AUTOMATION SYSTEM UPGRADE ATTACHMENT C LIST OF DRAWINGS DATE LAST SHEET NOS. SHEET TITLES REVISED G100 Cover Sheet, General Notes, Symbols, &Drawing Index 07/08/2015 M301 Lower Level Floor Plan 07/08/2015 M310 Partial Upper Level Floor Plan 07/08/2015 M312 Partial Upper Level Floor Plan 07/08/2015 M410 Temperature Controls 07/08/2015 M411 Temperature Controls 07/08/2015 M412 Temperature Controls 07/08/2015 M510 Equipment Schedules 07/08/2015 -1- ¢jsA"�MT�p K�A�x�#aR�i�- '`•�Y- 4^�x•'�A�� ;�� 3�is� P P + M ■(,P ,ply n n6■ P (a� ■■ OR x xi I lip 1. 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F O it ��,i '�k��i$$i�$ � ��-E►�_�$, ,Ri:$A"ENxiNpi Eli$ � o if li�'Ea'�i ss #E N,i i` ix : ixg ii N it , R # _ BUTLER GOVERNMENT CENTER AUTOMATION SYSTEM UPGRADE , 1' < ZI j if i f x O lu q K y $ %lt In ii a %KK % ! �i oil r�s�w j•� a(° �p fit f : •�° �. . BUTLER GOVERNMENT CENTER AUTOMATION SYSTEM UPGRADE S 1111141111 JIM li I I 101111H l, I 4 �,rrrr� tot ai r r yrait itoifaitl i aria iii rirrr # i irrfrrr r rfi orr all FtfS�SISi x rra !rl trr earnaClrrnnr rcrr rr rrrraar rrri ara Nall A a ! o 0 .._. _._ Fn • ,� m � fi' �' � i by i ��il CtC CC CC Ct CC6CCt666 6CCt • tCCCtC6 6r! C 6 tCC � � � i t � t a ttt �� iiiiii iii iiiiiiiiii � iii '• i iiiii iiii iii i i : � � lalf# �111�i Ia 1�ararssa4aafa ! i� I'll, .¢ i i T _ ....., t 'soil #iii 1, � g i i 9i Isis 11 i - Y I rIR rra as.a rrr r tifr Salim } rrir r iota lit IV oar Dori i S S o i sari iia6i i; M�S. i rYa law Ma t ¢8Yt i i6iaitrr 1 EeE srecc K'. fl •• B .• ; ttat Hit � et a CCtC 8 ssasaasa i E! a fD i Clio. -- -1-1-- g a BUTLER GOVERNMENT CENTER AUTOMATION SYSTEM UPGRADE i i VILLAGE OF OAK BROOK CONTRACT FOR BUTLER GOVERNMENT CENTER AUTOMATION SYSTEM UPGRADE ATTACHMENT D SPECIAL PROJECT REQUIREMENTS 1. Contractor shall have five (5) years of experience which is comparable in type and scope to this project. 2. Work hours are 7:00 a.m. to 4:30 p.m. Monday through Friday. Any deviation is subject to the approval of the Village representative. 3. The project will be done on consecutive work days, excluding weekends and holidays observed by the Village, until completed, delays only to inclement weather. 4. Contractor is required to obtain all necessary permits from the Village of Oak Brook, and schedule required inspections through Community Development. S. The Contractor shall supply to the Village, phone numbers where he/she can be reached after normal working hours. 6. The Contractor must submit all manufacturers' literature on all materials that will be used on this project, including M.S.D.S. (Material Safety Data Sheets) prior to any work beginning. 7. A storage location for supplies, ladders and scaffolding shall be mutually agreed upon between the Village and the contractor before any material is stored on site. The Contractor must deliver material with manufacturers labels intact and legible, store material on raised platforms and cover material with protective covering. 8. Before work is started, Contractor must deliver to the job site sufficient material to complete the project. 9. If a dumpster is required, the location of the dumpster placement shall be mutually agreed upon between the Village and the contractor. 10.All ladders and scaffolding shall be maintained in prior working order during the course of this project and shall be secured at the end of each workday. 11. 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 ATTACHMENT D be placed below the immediate work areas of laborers and scaffolds to warn the public of people working overhead. 12. At all times, Contractor must keep the work and storage areas in a clean, orderly, and a picked up manner, to prevent debris from blowing. Clean adjoining streets and immediate vicinity at the end of each work day. Sidewalks, windowsills, roofs and other work areas will be broom swept to remove all debris. Daily material and debris not placed into dumpster will be removed from the site. 13. Upon completion of the project the work area shall be cleaned. All debris and remaining material and supplies shall be removed from the jobsite, including the dumpster within 72 hours of completion. 14. Upon completion the Contractor shall supply a one year warranty covering material and workmanship; contractor shall submit sample warranty with bid. i i I i VILLAGE OF OAK BROOK CONTRACT BUTLER GOVERNMENT CENTER AUTOMATION SYSTEM UPGRADE APPENDIX 1 PREVAILING WAGES Cook County Prevailing Wage for July 2015 (See explanation of column headings at bottom of wages) Trade Name RG TYP C. Base FRMAN M-F>8 OSA OSH H/W Pensn Vac Trng ASBESTOS ABT-GEN ALL 39.400 39.950 1.5 1.5 2.0 13.98 10.72 0.000 0.500 ASBESTOS ABT-MEC BLD 36.340 38.840 1.5 1.5 2.0 11.47 10. 96 0.000 0.720 BOILERMAKER BLD 47.070 51.300 2.0 2.0 2.0 6. 970 18.13 0.000 0.400 BRICK MASON BLD 43.780 48.160 1.5 1.5 2.0 10.05 14.43 0.000 1.030 CARPENTER ALL 44.350 46.350 1.5 1.5 2.D 11.79 16.39 0.000 0.630 CEMENT MASON ALL 43.750 45.750 2.0 1.5 2.0 13.05 14.45 0.000 0.480 CERAMIC TILE FNSHER BLD 36.810 0.000 1.5 1.5 2.0 10.55 9.230 0.000 0.770 COMM. ELECT. BLD 40.000 42.800 1.5 1.5 2.0 8. 670 12.57 1.100 0.750 ELECTRIC PWR EQMT OP ALL 46. 100 51.100 1.5 1.5 2.0 10.76 14.87 0.000 0.460 ELECTRIC PWR GRNDIvIAN - ALL 37.050 52.500 1.5 2.0 2.0 8. 630 12.28 0. 000 0.370 ELECTRIC PWR LINEMAN ALL 47.500 52.500 1.5 2.0 1.5 11.06 15.75 0. 000 0.480 ELECTRICIAN ALL 45.000 48.000 1.5 1.5 2.0 13.83 15.27 0.000 1.000 ELEVATOR CONSTRUCTOR BLD 50. 800 57.150 2.0 2.0 2.0 13.57 14.21 4 .060 0. 600 FENCE ERECTOR ALL 37.340 39.340 1.5 1.5 2.0 13.05 12.06 0.000 0.300 GLAZIER BLD 40.500 42.000 1.5 2.0 2.0 13.14 16. 99 0.000 0.940 HT/FROST INSULATOR BLD 48. 450 50.950 1.5 1.5 2.0 11.47 12. 16 0.000 0.720 APPENDIX 1 IRON WORKER ALL 44.200 46.200 2.0 2.0 2.0 13.65 21.14 0.000 0.350 LABORER ALL 39.200 39.950 1.5 1.5 2.0 13.98 10.72 0.000 0.500 LATHER ALL 44.350 46.350 1.5 1.5 2.0 13.29 16.39 0.000 0. 630 MACHINIST BLD 45.350 47.850 1.5 1.5 2.0 7.260 8.950 1.850 0.000 MARBLE FINISHERS ALL 32.400 34.320 1.5 1.5 2.010.05 13.75 0.000 0.620 MARBLE MASON BLD 43.030 47.330 1.5 1.5 2.0 10.05 14.10 0.000 0.780 MATERIAL TESTER I ALL 29.200 0. 000 1.5 1.5 2.0 13.98 10.72 0.000 0.500 MATERIALS TESTER II ALL 34.200 0.000 1.5 1.5 2.0 13.96 10.72 0.000 0.500 MILLWRIGHT ALL 44.350 46.350 1.5 1.5 2.0 13.29 16.39 0.000 0.630 OPERATING ENGINEER BLD 1 48.100 52.100 2.0 2.0 2.0 17.55 12.65 1.900 1.250 I OPERATING ENGINEER BLD 2 46.800 52.100 2.0 2.0 2.0 17.55 12.65 1.900 j 1.250 OPERATING ENGINEER BLD 3 44.250 52.100 2.0 2.0 2.0 17.55 12.65 1.900 1.250 OPERATING ENGINEER BLD 4 42.500 52.100 2.0 2.0 2.D 17.55 12.65 1.900 1.250 OPERATING ENGINEER BLD 5 51.850 52.100 2.0 2.0 2.0 17.55 12.65 1. 900 1.250 ' 3 OPERATING ENGINEER BLD 6 49.100 52.100 2.0 2.0 2.0 17.55 12.65 1.900 1.250 OPERATING ENGINEER BLD 7 51.100 52.100 2.0 2.0 2.0 17.55 12.65 1.900 1.250 OPERATING ENGINEER FLT 1 53.600 53.600 1.5 1.5 2.0 17.10 11.80 1.900 1.250 OPERATING ENGINEER FLT 2 52.100 53.600 1. 5 1.5 2.0 17.10 11.05 1.900 1.250 OPERATING ENGINEER FLT 3 46.400 53.500 1.5 1.5 2.0 17.10 11.80 1.900 1.250 OPERATING ENGINEER FLT 4 38.550 53.600 1.5 1.5 2.0 17.10 11.80 1.900 1.250 OPERATING ENGINEER FLT 5 55.100 53.600 1.5 1.5 2.0 17.10 11.80 1.900 1.250 OPERATING ENGINEER FLT 6 35.000 35.000 1.5 1.5 2.0 16.60 11.05 1.900 1.250 OPERATING ENGINEER HWY 1 46.300 50.300 1.5 1.5 2.0 17.55 12.65 1.900 1.250 OPERATING ENGINEER HWY 2 45.750 50.300 1 .5 1.5 2.0 17.55 12.65 1 .900 1.250 OPERATING ENGINEER HWY 3 43.700 50.300 1.5 1.5 2.0 17.55 12.65 1.900 1.250 OPERATING ENGINEER HWY 4 42.300 50.300 1.5 1.5 2.0 17.55 12.65 1.900 1.250 OPERATING ENGINEER HWY 5 41.100 50.300 1.5 1.5 2.0 17.55 12.65 1.900 1.250 OPERATING ENGINEER HWY 6 49.300 50.300 1.5 1.5 2.0 17.55 12.65 1.900 i 1.250 i APPENDIX 1 OPERATING ENGINEER HWY 7 47.300 50,300 1.5 1.5 2.0 17.55 12.65 1.900 1.250 ORNAMNTL IRON WORKER ALL 45.000 47,500 2.0 2.0 2.0 13.55 17.94 0.000 0.650 PAINTER ALL 41.750 46.500 1.5 1.5 1.5 11.50 11.10 0.000 0.770 PAINTER SIGNS BLD 33.920 38.090 1.5 1.5 1.5 2.600 2.710 0.000 0.000 PILEDRIVER ALL 44.350 46.350 1.5 1,5 2.0 13.29 16.39 0.000 0. 630 PIPEFITTER BLD 46.000 49.000 1.5 1.5 2.0 9.000 15.85 0.000 1.780 PLASTERER BLD 43.430 46.040 1.5 1.5 2.0 13.05 14.43 0.000 1.020 PLUMBER BLD 46.650 48.650 1.5 1.5 2.0 13.16 11.46 0.000 0.880 ROOFER BLD 41.000 44.000 1.5 1.5 2.0 8.280 10.54 0.000 0.530 SHEETMETAL WORKER BLD 42.230 45.610 1.5 1.5 2.0 10.53 20.68 0.000 0.720 SIGN HANGER BLD 31.310 33.810 1.5 1.5 2.0 4 .850 3.280 0.000 0.000 SPRINKLER FITTER BLD 49.200 51.200 1.5 1.5 2.0 11.75 9.650 0.000 0.550 STEEL ERECTOR ALL 42.070 44.070 2.0 2.0 2.0 13.45 19.59 0.000 0.350 STONE MASON BLD 43.780 48.160 1.5 1.5 2.0 10.05 14.43 0.000 1.030 9FJR;zi;Y WG•RKER -> NOT IN EFFECT ALL 37.000 37.750 1.5 1.5 2.0 12.97 9.930 0.000 0.500 TERRAZZO FINISHER BLD 38.040 0.000 1.5 1.5 2.0 10.55 11.22 0.000 0.720 TERRAZZO MASON BLD 41.880 44.880 1,5 1.5 2.0 10.55 12.51 0.000 0. 940 TILE MASON BLD 43.840 47.840 1.5 1.5 2.0 10.55 11.40 0.000 0. 990 I TRAFFIC SAFETY WRKR HWY 32.750 34.350 1.5 1.5 2.0 6.550 6.450 0. 000 0.500 TRUCK DRIVER E ALL 1 35.480 35. 680 1.5 1.5 2. 0 8.350 10. 50 0. 000 0.150 TRUCK DRIVER E ALL 2 34.100 34.500 1.5 1.5 2. 0 8.150 8.500 0.000 0,150 TRUCK DRIVER E ALL 3 34.300 34.500 1.5 1.5 2.0 8.150 8.500 0.000 0.150 TRUCK DRIVER E ALL 4 34.500 34.500 1.5 1.5 2.0 8.150 8.500 0.000 0.150 TRUCK DRIVER W ALL 1 35.600 35.800 1.5 1.5 1.5 8.250 9.140 0. 000 0.150 TRUCK DRIVER W. ALL 2 32.700 33.100 1.5 1.5 2.0 6.500 4.350 0.000 0.000 TRUCK DRIVER W ALL 3 32.900 33.100 1.5 1.5 2.0 6.500 4 .350 0.000 0.000 TRUCK DRIVER W ALL 4 33.100 33.100 1.5 1.5 2.0 6.500 4.350 0.000 0.000 TUCKPOINTER BLD 43.800 44 .800 1.5 1.5 2. 0 8.280 13.49 0.000 0. 670 APPENDIX I Legend: RG (Region) TYP (Trade Type - All,Highway,Building,Floating,Oil & Chip,Rivers) C (Class) Base (Base Wage Rate) FRMAM (Foreman Rate) M-F>9 (OT required for any hour greater than 8 worked each day, Mon through Fri. OSA (Overtime (OT) is required for every hour worked on Saturday) OSH (Overtime is required for every hour worked on Sunday and Holidays) H/W (Health 6 Welfare Insurance) Pensn (Pension) Vac (Vacation) Trng (Training) Explanations COOK COUNTY The following list is considered as those days for which holiday rates of wages for work performed apply: New Years Day, Memorial Day, Fourth of July, Labor Day, Thanksgiving Day, Christmas Day and Veterans Day in some classifications/counties. Generally, any of these holidays which fall on a Sunday is celebrated on the following j Monday. This then makes work performed on that Monday payable at the appropriate overtime rate for holiday pay. Common practice in a given local may alter certain days of celebration. If in doubt, please check with IDOL. TRUCK DRIVERS (WEST) - That part of the county West of Barrington Road. EXPLANATION OF CLASSES ASBESTOS - GENERAL - removal of asbestos material/mold and hazardous materials from any place in a building, including mechanical systems where those mechanical systems are to be removed. This includes the removal of asbestos materials/mold and hazardous materials from ductwork or pipes in a building when the building is to be demolished at the time or at some close future date. ASBESTOS - MECHANICAL - removal of asbestos material from mechanical systems, such as pipes, ducts, and boilers, where the mechanical systems are to remain. CERAMIC TILE FINISHER The grouting, cleaning, and polishing of all classes of tile, whether for interior or exterior purposes, all burned, glazed or unglazed products; all composition materials, granite tiles, warning detectable tiles, cement tiles, epoxy composite materials, pavers, glass, mosaics, fiberglass, and all substitute materials, for tile made in tile-like units; all mixtures in the like form of cement, metals, and other materials that are for and intended for use as a finished floor surface, stair treads, promenade roofs, walks, walls, ceilings, swimming pools, and all other places where tile is to form a finished interior or exterior. The mixing of all setting mortars including but not limited to thin-set mortars, epoxies, wall mud, and any other sand and cement mixtures or adhesives when used in the preparation, installation, repair, or maintenance of tile and/or similar materials. The handling and unloading of all sand, cement, lime, tile, fixtures, equipment, adhesives, or any other materials to be used in APPENDIX 1 the preparation, installation, repair, or maintenance of tile and/or similar materials. Ceramic Tile Finishers shall fill all joints and voids regardless of method on all tile work, particularly and especially after installation of said tile work. Application of any and all protective coverings to all types of tile installations including, but not be limited to, all soap compounds, paper products, tapes, and all polyethylene coverings, plywood, masonite, cardboard, and any new type of products that may be used to protect tile installations, Blastrac equipment, and all floor scarifying equipment used in preparing floors to receive tile. The clean up and removal of all waste and materials. All demolition of existing tile floors and walls to be re-tiled. COMMUNICATIONS ELECTRICIAN Installation, operation, inspection, maintenance, repair and service of radio, television, recording, voice sound vision production and reproduction, telephone and telephone interconnect, facsimile, data apparatus, coaxial, fibre optic and .wireless equipment, appliances and systems used for the transmission and reception of signals of any nature, business, domestic, commercial, education, entertainment, and residential purposes, including but not limited to, communication and telephone, electronic and sound equipment, fibre optic and data communication systems, and the performance of any task directly related to such installation or service whether at new or existing sites, such tasks to include the placing of wire and cable and electrical power conduit or other raceway work within the equipment room and pulling wire and/or cable through conduit and the installation of any incidental conduit, such that the employees covered hereby can complete any job in full, MARBLE FINISHER Loading and unloading trucks, distribution of all materials (all stone, sand, etc. ) , stocking of floors with material, performing all rigging for heavy work, the handling of all material that may be needed for the installation of such materials, building of scaffolding, polishing if needed, patching, waxing of material if damaged, pointing up, caulking, grouting and cleaning of marble, holding water on diamond or Carborundum blade or saw for setters cutting, use of tub saw or any other saw needed for preparation of material, drilling of holes for wires that anchor material set by setters, mixing up of molding plaster for installation of material, mixing up thin set for the installation of material, mixing up of sand to cement for the installation of material and such other work as may be required in helping a Marble Setter in the handling of all material in the erection or installation of interior marble, slate, travertine, art marble, serpentine, alberene stone, blue stone, granite and other stones (meaning as to stone any foreign or domestic materials as are specified and used in building interiors and exteriors and customarily known as stone in the trade) , carrara, sanionyx, vitrolite and similar opaque glass and the laying of all marble tile, terrazzo tile, slate tile and precast tile, steps, risers treads, base, or any other materials that may be used as substitutes for any of the aforementioned materials and which are used on interior and exterior which are installed in a similar manner. APPENDIX 1 MATERIAL TESTER I: Hand coring and drilling for testing of materials; field inspection of uncured concrete and asphalt. MATERIAL TESTER II: Field inspection of welds, structural steel, fireproofing, masonry, soil, facade, reinforcing steel, formwork, cured concrete, and concrete and asphalt batch plants; adjusting proportions of bituminous mixtures. OPERATING ENGINEER - BUILDING Class 1. Asphalt Plant; Asphalt Spreader; Autograde; Backhoes with Caisson Attachment; Batch Plant; Benoto (requires Two Engineers) ; Boiler and Throttle Valve; Caisson Rigs; Central Redi-Mix Plant; Combination Back Hoe Front End-loader Machine; Compressor and Throttle Valve; Concrete Breaker (Truck Mounted) ; Concrete Conveyor; Concrete Conveyor (Truck Mounted) ; Concrete Paver Over 27E cu. ft; Concrete Paver 27E cu. ft. and Under: Concrete Placer; Concrete Placing Boom; Concrete Pump (Truck Mounted) ; Concrete Tower; Cranes, All; Cranes, Hammerhead; Cranes, (GCI and similar Type) ; Creter Crane; Spider Crane; Crusher, Stone, etc. ; Derricks, All; Derricks, Traveling; Formless Curb and Gutter Machine; Grader, Elevating; Grouting Machines; Heavy Duty Self-Propelled Transporter or Prime Mover; Highlift Shovels or Front Endloader 2-1/4 yd. and over; Hoists, Elevators, outside type rack and pinion and similar machines; Hoists, One, Two and Three Drum; Hoists, Two Tugger One Floor; Hydraulic Backhoes; Hydraulic Boom Trucks; Hydro Vac (and similar equipment) ; Locomotives, All; Motor Patrol; Lubrication Technician; Manipulators; Pile Drivers and Skid Rig; Post Hole Digger; Pre-Stress Machine; Pump Cretes Dual Ram; Pump Cretes: Squeeze Cretes-screw Type Pumps; Gypsum Bulker and Pump; Raised and Blind Hole Drill; Roto Mill Grinder; Scoops - Tractor Drawn; Slip-Form Paver; Straddle Buggies; Operation of Tie Back Machine; Tournapull; Tractor with Boom and Side Boom; Trenching Machines. Class 2. Boilers; Broom, All Power Propelled; Bulldozers; Concrete Mixer (Two Bag and Over) ; Conveyor, Portable; Forklift Trucks; Highlift Shovels or Front Endloaders under 2-1/4 yd. ; Hoists, Automatic; Hoists, Inside Elevators; Hoists, Sewer Dragging Machine; Hoists, Tugger Single Drum; Laser Screed; Rock Drill (Self-Propelled) ; j Rock Drill (Truck Mounted) ; Rollers, All; Steam Generators; Tractors, All; Tractor Drawn Vibratory Roller; Winch Trucks with "A" Frame. Class 3. Air Compressor; Combination Small Equipment Operator; Generators; Heaters, Mechanical; Hoists, Inside Elevators (remodeling or renovation work) ; Hydraulic Power Units (Pile Driving, Extracting, and Drilling) ; Pumps, over 3" (1 to 3 not to exceed a total of 300 ft. ) ; Low Boys; Pumps, Well Points; Welding Machines (2 through 5) ; Winches, 4 Small Electric Drill Winches. Class 4. Bobcats and/or other Skid Steer Loaders; Oilers; and Brick Forklift. Class 5. Assistant Craft Foreman. Class 6. Gradall. i APPENDIX 1 Class 7. Mechanics; Welders. OPERATING ENGINEERS - HIGHWAY CONSTRUCTION Class 1. Asphalt Plant; Asphalt Heater and Planer Combination; Asphalt Heater Scarfire; Asphalt Spreader; Autograder/GOMACO or other similar type machines: ABG. Paver; Backhoes with Caisson Attachment; Ballast Regulator; Belt Loader; Caisson Rigs; Car Dumper; Central Redi-Mix Plant; Combination Backhoe Front Endloader Machine, (1 cu. yd. Backhoe Bucket or over or with attachments) ; Concrete Breaker (Truck Mounted) ; Concrete Conveyor; Concrete Paver over 27E cu. ft. ; Concrete Placer; Concrete Tube Float; Cranes, all attachments; Cranes, Tower Cranes of all types: Creter Crane: Spider Crane; Crusher, Stone, etc. ; Derricks, All; Derrick Bouts, Derricks, Traveling; Dredges; Elevators, .Outside type Rack & Pinion and Similar Machines; Formless Curb and Gutter Machine; Grader, Elevating; Grader, Motor Grader, Motor Patrol, Auto Patrol, Form Grader, Pull Grader, Subgrader; Guard Rail Post Driver Truck Mounted; Hoists, One, Two and Three Drum; Heavy Duty Self-Propelled Transporter or Prime Mover; Hydraulic Backhoes; Backhoes with shear attachments up to 40' of boom reach; Lubrication Technician; Manipulators; Mucking Machine; Pile Drivers and Skid Rig; Pre-Stress Machine; Pump Cretes Dual Ram; Rock Drill - Crawler or Skid Rig; Rock Drill - Truck Mounted; Rock/Track Tamper; Roto Mill Grinder; Slip-Form Paver; Snow Melters; Soil Test Drill Rig (Truck Mounted) ; Straddle Buggies; Hydraulic Telescoping Form (Tunnel) ; Operation of Tieback Machine; Tractor Drawn Belt Loader; Tractor Drawn Belt Loader (with attached pusher - two engineers) ; Tractor with Boom; Tractaire with Attachments; Traffic Barrier Transfer Machine; Trenching; Truck Mounted Concrete Pump with Boom; Raised or Blind Hole Drills (Tunnel Shaft) ; Underground Boring and/or Mining Machines 5 ft. in diameter and over tunnel, etc; Underground Boring and/or Mining Machines under 5 ft. in diameter; Wheel Excavator; Widener (APSCO) . Class 2. Batch Plant; Bituminous Mixer; Boiler and Throttle Valve; Bulldozers; Car Loader Trailing Conveyors; Combination Backhoe Front Endloader Machine (Less than 1 cu. yd. Backhoe Bucket or over or with attachments) ; Compressor and Throttle Valve; Compressor, Common Receiver (3) ; Concrete Breaker or Hydro Hammer; Concrete Grinding Machine; Concrete Mixer or Paver 7S Series to and including 27 cu. ft. ; Concrete Spreader; Concrete Curing Machine, Burlap Machine, Belting Machine and Sealing Machine; Concrete Wheel Saw; Conveyor Muck Cars (Haglund or Similar Type) ; Drills, All; Finishing Machine - Concrete; Highlift Shovels or Front Endloader; Hoist - Sewer Dragging Machine; Hydraulic Boom Trucks (All Attachments) ; Hydro-Blaster; Hydra Excavating (excluding hose work) ; Laser Screed; All Locomotives, Dinky; Off-Road Hauling Units (including articulating) Non Self-Loading Ejection Dump; Pump Cretes: Squeeze Cretes - Screw Type Pumps, Gypsum Bulker and Pump; Roller, Asphalt; Rotary Snow Plows; Rototiller, Seaman, etc. , self-propelled; Self-Propelled Compactor; Spreader - Chip - Stone, etc. ; Scraper - Single/Twin Engine/Push and Pull; Scraper - Prime Mover in Tandem (Regardless of Size) ; Tractors pulling attachments, Sheeps Foot, Disc, Compactor, etc. ; Tug Boats. Class 3. Boilers; Brooms, All Power Propelled; Cement Supply Tender; Compressor, Common Receiver (2) ; Concrete Mixer (Two Bag and Over) ; Conveyor, Portable; Farm-Type Tractors Used for Mowing, Seeding, etc. ; i i APPENDIX I Forklift Trucks; Grouting Machine; Hoists, Automatic; Hoists, All Elevators; Hoists, Tugger Single Drum; Jeep Diggers; Low Boys; Pipe Jacking Machines; Post-Hole Digger; Power Saw, Concrete Power Driven; Pug Mills; Rollers, other than Asphalt; Seed and Straw Blower; Steam Generators; Stump Machine; Winch Trucks with "A" Frame; Work Boats; Tamper-Form-Motor Driven. Class 4. Air Compressor; Combination - Small Equipment Operator; . Directional Boring Machine; Generators; Heaters, Mechanical; Hydraulic Power Unit (Pile Driving, Extracting, or Drilling) ; Light Plants, All (1 through 5) ; Pumps, over 3" (1 to 3 not to exceed a total of 300 ft. ) ; Pumps, Well Points; Vacuum Trucks (excluding hose work) ; Welding Machines (2 through 5) ; Winches, 4 Small Electric Drill Winches. Class 5. SkidSteer Loader (all) ; Brick Forklifts; Oilers. Class 6. Field Mechanics and Field Welders Class 7. Dowell Machine with Air Compressor; Gradall and machines of like nature. OPERATING ENGINEER - FLOATING Class 1. Craft Foreman; Master Mechanic; Diver/Wet Tender; Engineer; Engineer (Hydraulic Dredge) . Class 2. Crane/Backhoe Operator; Boat Operator with towing endorsement; Mechanic/Welder; Assistant Engineer (Hydraulic Dredge) ; Leverman (Hydraulic Dredge) ; Diver Tender. Class 3. Deck Equipment Operator, Machineryman, Maintenance of Crane (over 50 ton capacity) or Backhoe (115, 000 lbs. or more) ; Tug/.Launch Operator; Loader/Dozer and like equipment on Barge, Breakwater Wall, Slip/Dock, or Scow, Deck Machinery, etc. Class 4. Deck Equipment Operator, Machineryman/Fireman (4 Equipment Units or More) ; Off Road Trucks; Deck Hand, Tug Engineer, Crane Maintenance (50 Ton Capacity and Under) or Backhoe Weighing (115,000 pounds or less) ; Assistant Tug Operator. Class S. Friction or Lattice Boom Cranes. Class 6. ROV Pilot, ROV Tender SURVEY WORKER - Operated survey equipment including data collectors, G.P.S. and robotic instruments, as well as conventional levels and transits. TERRAZZO FINISHER The handling of sand, cement, marble chips, and all other materials that may be used by the Mosaic Terrazzo Mechanic, and the mixing, grinding, grouting, cleaning and sealing of all Marble, Mosaic, and Terrazzo work, floors, base, stairs, and wainscoting by hand or machine, and in addition, assisting and aiding Marble, Masonic, and Terrazzo Mechanics. i APPENDIX I TRAFFIC SAFETY Work associated with barricades, horses and drums used to reduce lane usage on highway work, the installation and removal of temporary lane markings, and the installation and removal of temporary road signs. TRUCK DRIVER - BUILDING, HEAVY AND HIGHWAY CONSTRUCTION - EAST & WEST i Class 1. Two or three Axle Trucks, A-frame Truck when used for transportation purposes; Air Compressors and Welding Machines, including those pulled by cars, pick-up trucks and tractors; Ambulances; Batch Gate Lockers; Batch Hopperman; Car and Truck Washers; Carry-alls; Fork Lifts and Hoisters; Helpers; Mechanics Helpers and Greasers; Oil Distributors 2-man operation; Pavement Breakers; Pole Trailer, up to CIO feet; Power Mower Tractors; Self-propelled Chip Spreader; Skipman; Slurry Trucks, 2-man operation; Slurry Truck Conveyor Operation, 2 or 3 man; Teamsters; Unskilled Dumpman; and Truck Drivers hauling warning lights, barricades, and portable toilets on the job site. Class 2. Four axle trucks; Dump Crets and Adgetors under 7 yards; Dumpsters, Track Trucks, Euclids, Hug Bottom Dump Turnapulls or Turnatrailers when pulling other than self-loading equipment or similar equipment under 16 cubic yards; Mixer Trucks under 7 yards; Ready-mix Plant Hopper Operator, and Winch Trucks, 2 Axles. Class 3. Five axle trucks; Dump Crets and Adgetors 7 yards and over; Dumpsters, Track Trucks, Euclids, Hug Bottom Dump Turnatrailers or turnapulls when pulling other than self-loading equipment or similar equipment over 16 cubic yards; Explosives and/or Fission Material Trucks; Mixer Trucks 7 yards or over; Mobile Cranes while in transit; Oil Distributors, 1-man operation; Pole Trailer, over 90 feet; Pole and Expandable Trailers hauling material over 50 feet long; Slurry . trucks, 1-man operation; Winch trucks, 3 axles or more; Mechanic--Truck Welder and Truck Painter. Class 4. Six axle trucks; Dual-purpose vehicles, such as mounted crane trucks with hoist and accessories; Foreman; Master Mechanic; Self-loading equipment like P.B. and trucks with scoops on the front. Other Classifications of Work: For definitions of classifications not otherwise set out, the Department generally has on file such definitions which are available. If a task to be performed is not subject to one of the classifications of pay set out, the Department will upon being contacted state which neighboring county has such a classification and provide such rate, such rate being deemed to exist by reference in this document. If no neighboring county rate applies to the task, the Department shall undertake a special determination, such special determination being then deemed to have existed under this determination. If a project requires these, or any classification not listed, please contact IDOL at 217-782-1710 for wage rates or clarifications. LANDSCAPING i i i APPENDIX 1 Landscaping work falls under the existing classifications for laborer, operating engineer and truck driver. The work performed by landscape plantsman and landscape laborer is covered by the existing classification of laborer. The work performed by landscape operators (regardless of equipment used or its size) is covered by the classifications of operating engineer. The work performed by landscape truck drivers (regardless of size of truck driven) is covered by the classifications of truck driver. MATERIAL TESTER & MATERIAL TESTER/INSPECTOR I AND II Notwithstanding the difference in the classification title, the classification entitled "Material Tester I" involves the same job duties as the classification entitled "Material Tester/Inspector I". Likewise, the classification entitled "Material Tester II" involves the same job duties as the classification entitled "Material Du Page County Prevailing Wage for July 2015 (See explanation of column headings at bottom of wages) Trade Name RG TYP C Base FRMAN M-F>8 OSA OSH H/W Pensn Vac Trng ASBESTOS ABT-GEN ALL 39.400 39.950 1.5 1.5 2.0 13.98 10.72 0.000 0.500 ASBESTOS ABT-MEC BLD 36.340 38. 840 1.5 1.5 2.0 11.47 10.96 0.000 i 0.720 BOILERMAKER BLD 47.070 51.300 2.0 2.0 2.0 6. 970 18.13 0.000 0.400 BRICK MASON BLD 43.780 48.160 1.5 1.5 2.0 10.05 14.43 0.000 1.030 CARPENTER ALL 44.350 46.350 1.5 1.5 2.0 13.29 16.39 0.000 0.630 CEMENT MASON ALL 43.750 45.750 2.0 1.5 2.0 13.05 14.45 0.000 0.480 CERAMIC TILE FNSHER BLD 36.810 0.000 1.5 1.5 2.0 10.55 9.230 0.000 0.770 COMMUNICATION TECH BLD 32. 650 34.750 1.5 1.5 2.0 9.550 15.16 1.250 0.610 ELECTRIC PWR EQMT OP ALL 37.890 51.480 1.5 1.5 2.0 5.000 11.75 0.000 0.380 ELECTRIC PWR EQMT OP HWY 39.220 53.290 1.5 1.5 2.0 5.000 12.17 0.000 0.390 ELECTRIC PWR GRNDMAN ALL 29.300 51.480 1.5 1.5 2.0 5.000 9.090 0.000 0.290 ELECTRIC PWR GRNDMAN HWY 30.330 53.290 1.5 1.5 2.0 5.000 9.400 0.000 0.300 ELECTRIC PWR LINEMAN ALL 45.360 51.480 1.5 1.5 2.0 5.000 14.06 0.000 0.450 ELECTRIC PWR LINEMAN HWY 46. 950 53.290 1.5 1.5 2.0 5.000 14 .56 0.000 0.470 ELECTRIC PWR TRK DRV ALL 30.340 51.480 1.5 1.5 2.0 5.000 9. 400 0.000 0.300 ELECTRIC PWR TRK DRV HWY 31.400 53.290 1 .5 1.5 2.0 5.000 9.730 0.000 0.310 i i i APPENDIX ELECTRICIAN BLD 38.160 41.980 1.5 1.5 2.0 9.550 18.29 4.680 0.680 ELEVATOR CONSTRUCTOR BLD 50.800 57.150 2.0 2.0 2.0 13.57 14.21 4.060 0.600 FENCE ERECTOR NE ALL 37.340 39.340 1.5 1.5 2.0 13.05 12.06 0,000 0.300 FENCE ERECTOR W ALL 45.060 48. 660 2.0 2.0 2.0 10.52 20.76 0.000 0.700 GLAZIER BLD 40.500 42.000 1.5 2.0 2.0 13.14 16. 99 0.000 0.940 HT/FROST INSULATOR BLD 48.450 50.950 1.5 1.5 2.0 11.47 12.16 0.000 0.720 IRON WORKER E ALL 44 .200 46.200 2.0 2.0 2.0 13. 65 21.14 0.000 0.350 IRON WORKER W ALL 45.060 48.660 2.0 2.0 2.0 10.52 20.76 0.000 0.700 LABORER ALL 39.20039.950 1.5 1.5 2.0 13. 98 10.72 0.000 0.500 LATHER ALL 44.350 46.350 1.5 1.5 2.0 13.29 16.39 0.000 0.630 MACHINIST BLD 45.350 47.850 1.5 1.5 2.0 7.260 8.950 1.850 0.000 MARBLE FINISHERS ALL 31.400 32.970 1.5 1.5 2.0 9.850 13.10 0.000 0.600 MARBLE MASON BLD 43.030 47.330 1.5 1.5 2.0 10.05 14.10 0.000 I 0.780 MATERIAL TESTER I ALL 29.200 0.000 1.5 1.5 2.0 13.98 10.72 0.000 0.500 MATERIALS TESTER II ALL 34 .200 0.000 1.5 1.5 2.0 13.98 10.72 0.000 0.500 MILLWRIGHT ALL 44.350 46.350 1.5 1.5 2.0 13.29 16.39 0.000 0.630 OPERATING ENGINEER BLD 1 48 .100 52.100 2.0 2.0 2.0 17.55 12.65 1. 900 1.250 OPERATING ENGINEER BLD 2 46.800 52.100 2.0 2.0 2.0 17.55 12.65 1. 900 1.250 OPERATING ENGINEER BLD 3 44.250 52.100 2.0 2.0 2.0 17.55 12.65 1.900 1.250 OPERATING ENGINEER BLD 4 42.500 52.100 2.0 2.0 2.0 17.55 12.65 1. 900 1.250 OPERATING ENGINEER BLD 5 51.850 52.100 2.0 2.0 2.0 17.55 12.65 1. 900 1.250 OPERATING ENGINEER BLD 6 49.100 52.100 2.0 2.0 2.0 17.55 12. 65 1.900 1.250 OPERATING ENGINEER BLD 7 51.100 52.100 2.0 2.0 2.0 17.55 12. 65 1. 900 1.250 OPERATING ENGINEER FLT 36.000 36.000 1.5 1.5 2.0 17.10 11.80 1.900 1.250 OPERATING ENGINEER HWY 1 46.300 50.300 1.5 1.5 2.0 17.55 12.65 1. 900 1.250 OPERATING ENGINEER HWY 2 45.750 50.300 1.5 1.5 2.0 17.55 12. 65 1. 900 1.250 OPERATING ENGINEER HWY 3 43.700 50.300 1.5 1.5 2.0 17.55 12.65 1. 900 1.250 OPERATING ENGINEER HWY 4 42.300 50.300 1.5 1.5 2.0 17.55 12.65 1. 900 1.250 APPENDIX I OPERATING ENGINEER HWY 5 41. 100 50.300 1.5 1.5 2.0 17.55 12.65 1.900 1.250 OPERATING ENGINEER HWY 6 49.300 50.300 1.5 1.5 2.0 17.55 12. 65 1.900 1.250 OPERATING ENGINEER HWY 7 47.300 50.300 1.5 1.5 2.0 17.55 12. 65 1. 900 1.250 ORNAMNTL IRON WORKER E ALL 45.000 47.500 2.0 2.0 2.0 13.55 17. 94 0.000 0.650 ORNAMNTL IRON WORKER W ALL 45.060 48.660 2.0 2.0 2.0 10.52 20.76 0.000 0.700 PAINTER ALL 41.730 43.730 1.5 1.5 1.5 10.30 8.200 0.000 1.350 PAINTER SIGNS BLD 33.920 38.090 1.5 1.5 1.5 2. 600 2.710 0.000 0.000 PILEDRIVER ALL 44.350 46.350 1.5 . 1.5 2.0 13.29 16.39 0.000 0.630 PIPEFITTER BLD 46.000 49.000 1.5 1.5 2.0 9. 000 15.85 0.000 1.780 PLASTERER BLD 41.250 43.760 1.5 1.5 2.0 9.700 13.08 0.000 0.980 PLUMBER BLD 46.650 48.650 1.5 1.5 2.0 13.18 11.46 0.000 0.880 ROOFER BLD 41.000 44.000 1.5 1.5 2.0 8.280 10.54 0.000 0.530 SHEETMETAL WORKER BLD 44.720 46.720 .1.5 1.5 2.0 10. 65 13.31 0.000 0.820 SPRINKLER FITTER BLD 49.200 51.200 1.5 1.5 2.0 11.75 9.650 0.000 0.550 STEEL ERECTOR E ALL 42.070 44.070 2.0 2.0 2.0 13.45 19.59 0.000 0.350 STEEL ERECTOR W ALL 45.060 48.660 2.0 2.0 2.0 10.52 20.76 0.000 0.700 STONE MASON BLD 43.780 48.160 1.5 1.5 2.0 10.05 14.43 0.000 1.030 SURVEY WPR.KER -> NOT IN EFFECT ALL 37.000 37.750 1.5 1.5 2.0 12.97 9.930 0.000 0.500 TERRAZZO FINISHER BLD 38.040 0.000 1.5 1.5 2.0 10.55 11.22 0.000 0.720 TERRAZZO MASON BLD 41.880 44.880 1.5 1.5 2.0 10.55 12.51 0.000 0.940 TILE MASON BLD 42.840 46.840 1.5 1.5 2.0 10.55 10.42 0.000 0.920 TRAFFIC SAFETY WRKR HWY 32.750 34.350 1.5 1.5 2.0 6.550 6.450 0.000 0.500 TRUCK DRIVER ALL 1 35.920 36. 120 1.5 1.5 2.0 8.280 8.760 0.000 0.150 TRUCK DRIVER ALL 2 32.700 33.100 1.5 1.5 2.0 6.500 4.350 0.000 0.150 TRUCK DRIVER ALL 3 32. 900 33.100 1.5 1.5 2.0 6.500 4.350 0.000 0.150 TRUCK DRIVER ALL 4 33.100 33.100 1.5 1.5 2.0 6.500 4.350 0.000 0.150 TUCKPOINTER BLD 42.620 43. 620 1.5 1.5 2.0 10.05 13.34 0.000 0.670 Legend. RG (Region) TYP (Trade Type - All,Highway,Building,Floating,0i1 & Ohip,Rivers) i i I APPENDIX 1 C (Class) Base (Base Wage Rate) FRMAN (Foreman Rate) M-F>8 (OT required for any hour greater than 8 worked each day, Mon through Fri. OSA (overtime (OT) is required for every hour worked on Saturday) OSH (Overtime is required for every hour worked on Sunday and Holidays) H/W (Health & Welfare Insurance) Pensn (Pension) Vac (Vacation) Trng (Training) Explanations DUPAGE COUNTY IRON WORKERS AND FENCE ERECTOR (WEST) - West of Route 53. The following list is considered as those days for which holiday rates of wages for work performed apply: New Years Day, .Memorial Day, Fourth of July, Labor Day, Thanksgiving Day, Christmas Day and Veterans Day in some classifications/counties. Generally, any of these holidays which fall on a Sunday is celebrated on the following Monday. This then makes work performed on that Monday payable at the appropriate overtime rate for holiday pay. Common practice in a given local may alter certain days of celebration. If in doubt, please check with IDOL. EXPLANATION OF CLASSES ASBESTOS - GENERAL - removal of asbestos material/mold and hazardous materials from any place in a building, including mechanical systems where those mechanical systems are to be removed. This includes the removal of asbestos materials/mold and hazardous materials from ductwork or pipes in a building when the building is to be demolished at the time or at some close future date. ASBESTOS -- MECHANICAL - removal of asbestos material from mechanical systems, such as pipes, ducts, and boilers, where the mechanical systems are to remain. TRAFFIC SAFETY - work associated with barricades, horses and drums used to reduce lane usage on highway work, the installation and removal of temporary lane markings, and the installation and removal of temporary road signs. CERAMIC TILE FINISHER The grouting, cleaning, and polishing of all classes of tile, whether for interior or exterior purposes, all burned, glazed or unglazed products; all composition materials, granite tiles, warning detectable tiles, cement tiles, epoxy composite materials, pavers, glass, mosaics, fiberglass, and all substitute materials, for tile made in the-like units; all mixtures in the like form of cement, metals, and other materials that are for and intended for use as a finished floor surface, stair treads, promenade roofs, walks, walls, ceilings, swimming pools, and all other places where tile is to -form a finished interior or exterior. The mixing of all setting mortars including but not limited to thin-set mortars, epoxies, wall mud, and any other sand and cement mixtures or adhesives when used in the preparation, APPENDIX 1 installation, repair, or maintenance of tile and/or similar materials. The handling and unloading of all sand, cement, lime, tile, fixtures, equipment, adhesives, or any other materials to be used in the preparation, installation, repair, or maintenance of tile and/or similar materials. Ceramic Tile Finishers shall fill all joints and voids regardless of method on all tile work, particularly and especially after installation of said tile work. Application of any and all protective coverings to all types of tile installations including, but not be limited to, all soap compounds, paper products, tapes, and all polyethylene coverings, plywood, masonite, cardboard, and any new type of products that may be used to protect the installations, Blastrac equipment, and all floor scarifying equipment used in preparing floors to receive tile. The clean up and removal of all waste and materials. All demolition of existing tile floors and walls to be re-tiled. COMMUNICATIONS TECHNICIAN Low voltage installation, maintenance and removal of telecommunication facilities (voice, sound, data and video) including telephone and data inside wire, interconnect, terminal equipment, central offices, PABX, fiber optic cable and equipment, micro waves, V-SAT, bypass, CATV, WAN (wide area networks) , LAN (local area networks), and ISDN (integrated system digital network) , pulling of wire in raceways, but not the installation of raceways. MARBLE FINISHER Loading and unloading trucks, distribution of all materials (all stone, sand, etc. ) , stocking of floors with material, performing all rigging for heavy work, the handling of all material that may be needed for the installation of such materials, building of scaffolding, polishing if needed, patching, waxing of material if damaged, pointing up, caulking, grouting and cleaning of marble, holding water on diamond or Carborundum blade or saw for setters cutting, use of tub saw or any other saw needed for preparation of material, drilling of holes for wires that anchor material set by setters, mixing up of molding plaster for installation of material, mixing up thin set for the installation of material, mixing up of sand to cement for the installation of material and such other work as may be required in helping a Marble Setter in the handling of all material in the erection or installation of interior marble, slate, travertine, art marble, serpentine, alberene stone, blue stone, granite and other stones (meaning as to stone any foreign or domestic materials as are specified and used in building interiors and exteriors and customarily known as stone in the trade) , carrara, sanionyx, vitrolite and similar opaque glass and the laying of all marble tile, terrazzo tile, slate tile and precast tile, steps, risers treads, base, or any other materials that may be used as substitutes for any of the aforementioned materials and which are used on interior and exterior which are installed in a similar manner. i MATERIAL TESTER I: Hand coring and drilling for testing of materials; field inspection of uncured concrete and asphalt. MATERIAL TESTER II: Field inspection of welds, structural steel, fireproofing, masonry, soil, facade, reinforcing steel, formwork, APPENDIX 1 cured concrete, and concrete and asphalt batch plants; adjusting proportions of bituminous mixtures. OPERATING ENGINEER - BUILDING Class 1. Asphalt Plant; Asphalt Spreader; Autograde; Backhoes with Caisson Attachment; Batch Plant; Benoto (requires Two Engineers) ; Boiler and Throttle Valve; Caisson Rigs; Central Redi-Mix Plant; Combination Back Hoe Front End-loader Machine; Compressor and Throttle Valve; Concrete Breaker (Truck Mounted) ; Concrete Conveyor; Concrete Conveyor (Truck Mounted) ; Concrete Paver Over 27E cu. ft; Concrete Paver 27E cu. ft. and Under: Concrete Placer; Concrete Placing Boom; Concrete Pump (Truck Mounted) ; Concrete Tower; Cranes, All; Cranes, Hammerhead; Cranes, (GCI and similar Type) ; Creter Crane; Spider Crane; Crusher, Stone, etc. ; Derricks, All; Derricks, Traveling; Formless Curb and Gutter Machine; Grader, Elevating; Grouting Machines; Heavy Duty Self-Propelled Transporter or Prime Mover; Highlift Shovels or Front Endloader 2-1/4 yd. and over; Hoists, Elevators, outside type rack and pinion and similar machines; Hoists, One, Two and Three Drum; Hoists, Two Tugger One Floor; Hydraulic Backhoes; Hydraulic Boom Trucks; Hydro Vac (and similar equipment); Locomotives, All; Motor Patrol; Lubrication Technician; Manipulators; Pile Drivers and Skid Rig; Post Hole Digger; Pre-Stress Machine; Pump Cretes Dual Ram; Pump Cretes: Squeeze Cretes-Screw Type Pumps; Gypsum j Bulker and Pump; Raised and Blind Hole Drill; Roto Mill Grinder; Scoops - Tractor Drawn; Slip-Form Paver; Straddle Buggies; Operation i of Tie Back Machine; Tournapuil; Tractor with Boom and Side Boom; Trenching Machines. i Class 2. Boilers; Broom, All Power Propelled; Bulldozers; Concrete Mixer (Two Bag and Over) ; Conveyor, Portable; Forklift Trucks; Highlift Shovels or Front Endloaders under 2-1/4 yd.; Hoists, Automatic; Hoists, Inside Elevators; Hoists, Sewer Dragging Machine; Hoists, Tugger Single Drum; Laser Screed; Rock Drill (Self-Propelled) ; Rock Drill (Truck Mounted) ; Rollers, All; Steam Generators; Tractors, All; Tractor Drawn Vibratory Roller; Winch Trucks with "A" Frame. Class 3. Air Compressor; Combination Small Equipment Operator; Generators; Heaters, Mechanical; Hoists, Inside Elevators (remodeling or renovation work) ; Hydraulic Power Units (Pile Driving, Extracting, and Drilling) ; Pumps, over 3" (1 to 3 not to exceed a total of 300 ft. ) ; Low Boys; Pumps, Well Points; Welding Machines (2 through 5) ; Winches, 4 Small Electric Drill Winches. Class 4. Bobcats and/or other Skid Steer Loaders; Oilers; and Brick Forklift. Class 5. Assistant Craft Foreman. Class 6. Gradall. Class 7. Mechanics; Welders. OPERATING ENGINEERS - HIGHWAY CONSTRUCTION Class 1. Asphalt Plant; Asphalt Heater and Planer Combination; Asphalt i i i I i APPENDIX I Heater Scarfire; Asphalt Spreader; Autograder/GOMACO or other similar type machines: ABG Paver; Backhoes with Caisson Attachment; Ballast Regulator; Belt Loader; Caisson Rigs; Car Dumper; Central Redi-Mix Plant; Combination Backhoe Front Endloader Machine, (1 cu. yd. Backhoe Bucket or over or with attachments) ; Concrete Breaker (Truck Mounted) ; Concrete Conveyor; Concrete Paver over 27E cu. ft.; Concrete Placer; Concrete Tube Float; Cranes, all attachments; Cranes, Tower Cranes of all types: Creter Crane: Spider Crane; Crusher, Stone, etc. ; Derricks, All; Derrick Boats; Derricks, Traveling; Dredges; Elevators, Outside type Rack & Pinion and Similar Machines; Formless Curb and Gutter Machine; Grader, Elevating; Grader, Motor Grader, Motor Patrol, Auto Patrol, Form Grader, Pull Grader, Subgrader; Guard Rail Post Driver Truck Mounted; Hoists, One, Two and Three Drum; Heavy Duty Self-Propelled Transporter or Prime Mover; Hydraulic Backhoes; Backhoes with shear attachments up to 40' of boom reach; Lubrication Technician; Manipulators; Mucking Machine; Pile Drivers and Skid Rig; Pre-Stress Machine; Pump Cretes Dual Ram; Rock Drill - Crawler or Skid Rig; Rock Drill - Truck Mounted; Rock/Track Tamper; Roto Mill Grinder; Slip--Form Paver; Snow Melters; Soil Test Drill Rig (Truck Mounted) ; Straddle Buggies; Hydraulic Telescoping Form (Tunnel) ; Operation of Tieback Machine; Tractor Drawn Belt Loader; Tractor Drawn Belt Loader (with attached pusher - two engineers) ; Tractor with Boom; .Tractaire with Attachments; Traffic Barrier Transfer Machine; Trenching; Truck Mounted Concrete Pump with Boom; Raised or Blind Hole Drills (Tunnel Shaft) ; Underground Boring and/or Mining Machines 5 ft. in diameter and over tunnel, etc; Underground Boring and/or Mining Machines under 5 ft. in diameter; Wheel Excavator; Widener (APSCO) . Class 2. Batch Plant; Bituminous Mixer; Boiler and Throttle Valve; Bulldozers; Car Loader Trailing Conveyors; Combination Backhoe Front Endloader Machine (Less than 1 cu. yd. Backhoe Bucket or over or with attachments) ; Compressor and Throttle Valve; Compressor, Common Receiver (3) ; Concrete Breaker or Hydro Hammer; Concrete Grinding Machine; Concrete Mixer or Paver 7S Series to and including 27 cu. ft. ; Concrete Spreader; Concrete Curing Machine, Burlap Machine, Belting Machine and Sealing Machine; Concrete Wheel Saw; Conveyor Muck Cars (Haglund or Similar Type) ; Drills, All; Finishing Machine - Concrete; Highlift Shovels or Front Endloader; Hoist - Sewer Dragging Machine; Hydraulic Boom Trucks (All Attachments) ; Hydro-Blaster; Hydro Excavating (excluding hose work) ; Laser Screed; All Locomotives, Dinky; Off-Road Hauling Units (including articulating) Non Self-Loading Ejection Dump; Pump Cretes: Squeeze Cretes - Screw Type Pumps, Gypsum Bulker and Pump; Roller, Asphalt; Rotary Snow Plows; Rototiller, Seaman, etc. , self-propelled; Self-Propelled Compactor; Spreader - Chip - Stone, etc. ; Scraper - Single/Twin Engine/Push and Pull; Scraper - Prime Mover in Tandem (Regardless of Size) ; Tractors pulling attachments, Sheeps Foot, Disc, Compactor, etc. ; Tug Boats. Class 3. Boilers; Brooms, All Power Propelled; Cement Supply Tender; Compressor, Common Receiver (2) ; Concrete Mixer (Two Bag and Over) ; Conveyor, Portable; Farm-Type Tractors Used for Mowing, Seeding, etc. ; Forklift Trucks; Grouting Machine; Hoists, Automatic; Hoists, All Elevators; Hoists, Tugger Single Drum; Jeep Diggers; Low Boys; Pipe Jacking Machines; Post-Hole Digger; Power Saw, Concrete Power Driven; Pug Mills; Rollers, other than Asphalt; Seed and Straw Blower; Steam Generators; Stump Machine; Winch Trucks with "A" Frame; Work Boats; Tamper-Form-Motor Driven. ,I I APPENDIX 1 Class 4. Air Compressor; Combination - Small Equipment Operator; Directional Boring Machine; Generators; Heaters, Mechanical; Hydraulic Power Unit (Pile Driving, Extracting, or Drilling) ; Light Plants, All (1 through 5) ; Pumps, over 3" (1 to 3 not to exceed a total of 300 ft. ) ; Pumps, Well Points; Vacuum Trucks (excluding hose work) ; Welding Machines (2 through 5) ; Winches, 4 Small Electric Drill Winches. Class 5. SkidSteer Loader (all) ; Brick Forklifts; Oilers. Class 6. Field Mechanics and Field Welders Class 7 . Dowell Machine with Air Compressor; Gradall and machines of like nature. OPERATING ENGINEER - FLOATING Diver. Diver Wet Tender, Diver Tender, ROV Pilot, ROV Tender SURVEY WORKER - Operated .survey equipment including data collectors, G.P.S. and robotic instruments, as well as conventional levels and transits. TRUCK DRIVER - BUILDING, HEAVY AND HIGHWAY CONSTRUCTION Class 1. Two or three Axle Trucks. A-frame Truck when used for transportation purposes; Air Compressors and Welding Machines, including those pulled by cars, pick-up trucks and tractors; Ambulances; Batch Gate Lockers; Batch Hopperman; Car and Truck Washers; Carry-alts; Fork Lifts and Hoisters; Helpers; Mechanics Helpers and Greasers; Oil Distributors 2-man operation; Pavement Breakers; Pole Trailer, up to 40 feet; Power Mower Tractors; Self-propelled Chip Spreader; Skipman; Slurry Trucks, 2-man operation; Slurry Truck Conveyor Operation, 2 or 3 man; Teamsters; Unskilled Dumpman; and Truck Drivers hauling warning lights, barricades, and portable toilets on the job site. Class 2. Four axle trucks; Dump Crets and Adgetors under 7 yards; Dumpsters, Track Trucks, Euclids, Hug Bottom Dump Turnapulls or Turnatrailers when pulling other than self-loading equipment or similar equipment under 16 cubic yards; Mixer Trucks under 7 yeards; Ready--mix Plant Hopper Operator, and Winch Trucks, 2 Axles. Class 3. Five axle trucks; Dump Crets and Adgetors 7 yards and over; Dumpsters, Track Trucks, Euclids, Hug Bottom Dump Turnatrailers or turnapulls when pulling other than self-loading equipment or similar equipment over 16 cubic yards; Explosives and/or Fission Material Trucks; Mixer Trucks 7 yards or over; Mobile Cranes while in transit; Oil Distributors, 1-man operation; Pole Trailer, over 40 feet; Pole and Expandable Trailers hauling material over 50 feet long; Slurry trucks, 1-man operation; Winch trucks, 3 axles or more; Mechanic--Truck Welder and Truck Painter. Class 4 . Six axle trucks; Dual-purpose vehicles, such as mounted crane trucks with hoist and accessories; Foreman; Master Mechanic; Self-loading equipment like P.B. and trucks with scoops on the front. i APPENDIX 1 TERRAZZO FINISHER The handling of sand, cement, marble chips, and all other materials that may be used by the Mosaic Terrazzo Mechanic, and the mixing, grinding, grouting, cleaning and sealing of all Marble, Mosaic, and Terrazzo work, floors, base, stairs, and wainscoting by hand or j machine, and in addition, assisting and aiding Marble, Masonic, and Terrazzo Mechanics. Other Classifications of Work: For definitions of classifications not otherwise set out, the Department generally has on file such definitions which are available. If a task to be performed is not subject to one of the classifications of pay set out, the Department will upon being contacted state which neighboring county has such a classification and provide such rate, such rate being deemed to exist by reference in this document. If no neighboring county rate applies to the task, the Department shall undertake a special determination, such special determination being then deemed to have existed under this determination. If a project requires these, or any classification not i listed, please contact IDOL at 217-782-1710 for wage rates or clarifications. LANDSCAPING Landscaping work falls under the existing classifications for laborer, operating engineer and truck driver.. The work performed by landscape plantsman and landscape laborer is covered by the existing classification of laborer. The work performed by landscape operators (regardless of equipment used or its size) is covered by the classifications of operating engineer. The work performed by landscape truck drivers (regardless of size of truck driven) is covered by the classifications of truck driver. MATERIAL TESTER & MATERIAL TESTER/INSPECTOR I AND II Notwithstanding the difference in the classification title, the classification entitled "Material Tester I" involves the same job duties as the classification entitled "Material Tester/Inspector I". Likewise, the classification entitled "Material Tester II" involves the same job duties as the classification entitled "Material APPENDIX 2 PERFORMANCE BOND KNOW ALL MEN BY THESE PRESENTS: [insert contractor name and address here:] as Principal(hereinafter called the"Contractor")and [insert surety name and address here:] organized and existing under the laws of the State of (hereinafter called the "Surety") are held and firmly bound unto Village of Oak Brook, 1200 Oak Brook Road, Oak Brook, Illinois, as the obligee(hereinafter called the"Owner"), in the full and just sum of [insert full contract price here:] $ for the payment of which sum of money well and truly to be made, the Contractor and the Surety bind themselves and their heirs, executors, administrators, successors, and assigns,jointly and severally, firmly by these presents, said amount to include payment of actual costs and damages and for attorneys' fees, architectural fees, design fees, engineering fees, accounting fees, testing fees, consulting fees, administrative costs, court costs, interest and any other fees and expenses resulting from or incurred by reason of the Contractor's failure to promptly and faithfully perform its contract with the Owner, said contract being more fully described below, and to include attorneys' fees, court costs and administrative and other expenses necessarily paid or incurred in successfully enforcing performance of the obligation of the Surety under this bond. WHEREAS, the Contractor has entered into a written agreement dated [insert contract date here:] 201 with the Owner titled [insert contract title here:] (the "Contract"), the terms and conditions of which are by this reference incorporated herein as though fully set forth herein. NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION IS SUCH THAT if the Contractor shall well, truly, and promptly perform all the undertakings, covenants, terms, conditions, and agreements of the Contractor under the contract, including but not limited to the Contractor's obligations under the Contract, (1) to provide, perform, and complete at the Work Site and in the manner specified in the Contract all necessary Work, labor, services, transportation, equipment, materials,apparatus,machinery,tools,fuels, gas, electric,water,waste disposal,information, data,and other means and items necessary for [insert general description of the Work here:] (2) to procure and furnish all permits, licenses, and other governmental approvals and authorizations necessary in connection therewith [except as othertinise expresslj> provided in the Attachment of the Contract]; (3) to procure and furnish all bonds, certificates, and policies of insurance specified in the Contract; (4) to pay all applicable federal, state, and local taxes; (5) to do all other things required of the Contractor by the Contract; and (6) to provide, perform, and complete all of the foregoing in a proper and workmanlike manner and in full compliance with, and as required by and pursuant to,the Contract; all of which is herein referred to as the "Work," whether or not any of the Work enter into and become component parts of the improvement contemplated, then this obligation shall be null and void;otherwise it shall remain in full force and effect. i APPENDIX 2 The Surety, for value received, hereby stipulates and agrees that no changes, modifications, alterations, omissions, deletions, additions, extensions of time, or forbearances on the part of the Owner or the Contractor to the other in or to the terms of said Contract; in or to the schedules, plans, drawings, or specifications; in or to the method or manner of performance of the Work; in or to Owner-furnished facilities, equipment, material, service, or site; or in or to the mode or manner of payment therefore shall in any way release the Contractor and the Surety or either or any of them, or any of their heirs, executors, administrators, successors, or assigns, or affect the obligations of the Surety on this bond, all notice of any and all of the foregoing changes, modifications, alterations, omissions, deletions, additions, extensions of time, or forbearances and notice of any and all defaults by the Contractor or of the Owner's termination of the Contractor being hereby waived by the Surety. Notwithstanding anything to the contrary in the foregoing paragraph, in no event shall the obligations of the Surety under this bond in the event of the Contractor's default be greater than the obligations of the Contractor under the Contract in the absence of the Contractor default. In the event of a default or defaults by the Contractor, the Owner shall have the right to take over and complete the Contract on 30 calendar days' written notice to the Surety, in which event the Surety shall pay the Owner all costs incurred by the Owner in taking over and completing the Contract. At its option, the Owner may instead request that the Surety take over and complete the i Contract, in which event the Surety shall take reasonable steps to proceed promptly with completion no later than 30 calendar.days after the date on which the Owner notifies the Surety that the Owner wants the Surety to take over and complete the Contract. The Owner shall have no obligation to actually incur any expense or correct any deficient performance of the Contractor to be entitled to receive the proceeds of this bond. No right of action shall accrue on this bond to or for the use of any person or corporation other than the Owner or the heirs,executors,administrators,or successors of the Owner. Signed and sealed this day of 201_ Attest/Witness: PRINCIPAL By: By: Title: By: Attest/Witness: SURETY By: By: Title: By APPENDIX 3 LABOR AND MATERIALS PAYMENT BOND KNOW ALL MEN BY THESE PRESENTS: [insert contractor name and address here:] as Principal(hereinafter called the"Contractor")and [insert surety name and address here:] organized and existing under the laws of the State of (hereinafter called the "Surety") are held and firmly bound unto Village of Oak Brook, 1.200 Oak Brook Road,Oak Brook, Illinois,as the obligee(hereinafter called the"Owner"),for the use and benefit of itself and of claimants as hereinafter defined (the "Claimants") in the full and just sum of[insert full contract price here:] $ to be paid to the Owner or the Claimants or the Owner's or the Claimant's assigns,to which payment well and truly to be made the Contractor and the Surety bind themselves and their heirs, executors, administrators, successors, and assigns, jointly and severally, firmly by these presents, said amount to include attorney's fees, court costs, and administrative and other expenses necessarily paid or incurred in successfully enforcing performance of the obligation of the Surety under this bond. WHEREAS, the Contractor has entered into a written agreement dated [insert contract date here:] 5201_,with the Owner titled [insert contract title here:] " (the "Contract"), the terms and conditions of which are by this reference incorporated herein as though fully set forth herein. NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION IS SUCH THAT if the Contractor shall promptly pay or cause to be paid all sums of money that may be due to any Claimant with respect to the Contractor's obligations under the Contract: (1)to provide,perform, and complete at the Work Site and in the manner specified in the Contract all necessary Work, labor, services, transportation, equipment, materials, apparatus, machinery, tools, fuels, gas, electric, water, waste disposal, information, data and other means and items necessary for [insert general description of the Work here:] (2) to procure and furnish all permits, licenses, and other governmental approvals and authorizations necessary in connection therewith [except as otherwise axpressly provided in Attachment A to the Contract]; (3)to procure and furnish all Bonds and all certificates and policies of insurance specified in the Contract; (4) to pay all applicable federal, state, and local taxes; (5) to do all other things required of the Contractor by the Contract-, and(6)to provide, perform, and complete all of the foregoing in a proper and workmanlike manner and in full compliance with, and as required by or pursuant to, the Contract; all of which is herein referred to as the "Work,"whether or not any of said Work enter into and become component parts of the improvement contemplated, then this obligation shall be null and void; otherwise it shall remain in full force and effect. For purpose of this bond, a Claimant is defined as one having a direct contract with the Contractor or with a subcontractor of the Contractor to provide, perform, or complete any part of the Work. The Contractor and the Surety hereby jointly and severally agree that every Claimant that has not had all just claims for the furnishing of any part of the Work paid in full, including without limitation all claims for amounts due for materials, lubricants, oil, gasoline, rentals of or service or repairs on machinery, equipment,and tools consumed or used in connection with the furnishing of any APPENDIX 3 part of the Work, may sue on this bond for the use of that Claimant, may prosecute the suit to final judgment for such sum or sums as may be justly due that Claimant, and may have execution therein; provided,however, that the Owner shall not be liable for the payment of any costs or expenses of any such suit. The provisions of 30 ILCS 550/1 and 2 of the Illinois Compiled Statutes shall be deemed inserted herein, including the time limits within which notices of claim must be filed and actions brought under this bond. The Contractor and the Surety hereby jointly agree that the Owner may sue on this bond if the Owner is held liable to, or voluntarily agrees to pay, any Claimant directly, but nothing in this bond shall create any duty on the part of the Owner to pay any Claimant. The,Surety, for value received, hereby stipulates and agrees that no changes, modifications, alterations, omissions, deletions, additions, extensions of time, or forbearances on the part of the Owner or the Contractor to the other in or to the tennis of the Contract; in or to the schedules, plans, drawings, or specifications; in or to the method or manner of performance of the Work; in or to Owner-furnished facilities, equipment, material, service, or site; or in or to the mode or manner of payment therefor shall in any way release the Contractor and the Surety or either or any of them, or any of their heirs, executors, administrators, successors, or assigns, or affect the obligations of the Surety on this bond, all notice of any and all of the foregoing changes, modifications, alterations, omissions, deletions, additions, extensions of time, or forbearances and notice of any and all defaults by the Contractor or of the Owner's termination of the Contractor being hereby waived by the Surety. I Signed and sealed this day of 201_ Attest/Witness: CONTRACTOR By: By: Title: By: Attest/Witness: SURETY i By: By: Title: By: i 4134920193v2 i _> - REVIEW OF CONTRACTS Awarding Agency: T e of Contract: artment: Program Account Number: I i �od 4a) —qj) -n Awarded Contract Price: Budgeted Amount: e i , [] Under $20,000 [] $500,001 - $1,000;000 $20,000 - $500,000 CJ Over $1,000,000 --E I f F R Name; Name: Date: Name: Date: Os--f� 111111111 WIN 4 Name: Date: F--j Three (3) Originals signed by other party Date/Initials 0 Original provided to staff member for other party Date/Initials 1 C] Original provided to Official Files Date/Initials Village of Oak Brook Approved by Board of Trustees- Date/Initials: