Architecture West Architecture • Civil • Survey • Environmental • Geotechnical a d i v i s i o n o f N i c k l a u s E n g i n e e r i n g , I n c .

Technical Specifications

FOR THE

Yuma International Carousel Removal and Replacement (PFC 19-06-C-00-NYL)

2191 E. 32nd St., Suite 218 Yuma, Arizona 85365

NEI Project No. 019-0173

Architecture West 1851 W. 24th Street, Suite 101, Yuma, AZ 85364 Phone: (928) 344-8374 Fax: (928) 726-6994 www.neiaw.com TABLE OF CONTENTS

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS YIA PROJECT MANUAL

SUPPLEMENTARY DOCUMENTS CONSTRUCTION SAFETY AND PHASING PLAN

DIVISION 01 - GENERAL REQUIREMENTS 00 01 01 PROJECT TITLE PAGE 00 01 10 TABLE OF CONTENTS 01 10 00 SUMMARY 01 26 13 REQUESTS FOR INTERPRETATION 01 30 00 ADMINISTRATIVE REQUIREMENTS 01 40 00 QUALITY REQUIREMENTS 01 42 16 DEFINITIONS 01 50 00 TEMPORARY FACILITIES AND CONTROLS 01 60 00 PRODUCT REQUIREMENTS 01 70 00 EXECUTION AND CLOSEOUT REQUIREMENTS 01 78 00 CLOSEOUT SUBMITTALS

DIVISION 02 - EXISTING CONDITIONS 02 41 00 DEMOLITION

DIVISION 05 - METALS 05 40 00 COLD FORMED METAL FRAMING

DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES 06 10 00 ROUGH CARPENTRY

DIVISION 09 - FINISHES 09 66 00 TERRAZZO FLOORING (BY OTHERS) 09 68 13 TILE CARPETING

DIVISION 34 - TRANSPORTATION 34 77 39 BAGGAGE HANDLING

END OF SECTION

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SECTION 01 10 00 SUMMARY PART 1 GENERAL 1.01 PROJECT A. Project Name: Yuma Baggage Carousel Removal and Replacement B. Owner's Name: Yuma County , Inc. C. Architect's Name: Architecture West a Division of Nicklaus Engineering, Inc. D. The Project consists of the demolition of the existing baggage carousel; design, fabrication and installation of new turn key baggage carousel along with all associated electrical components. Baggage carousel shall include infill decking and carpeting as specified in the plans. Demolition of existing flooring and installation of new terrazzo flooring will be performed by separate contractor. 1.02 CONTRACT DESCRIPTION A. Contract Type: A single prime contract based on a Stipulated Price as described in Construction Contract 1.03 CONTRACT DOCUMENTS A. General: Refer to General Conditions. B. PROJECT MANUAL FORMAT: This Project Manual and its components are organized generally in accordance with CSI Manual or Practice. Written and illustrated components are dependent upon one another for completeness of scope and meaning. Use of any component separately may cause misunderstanding of its intent and scope and is not recommended. No attempt has been made to provide cross references or repeat within a Section or component information that is given elsewhere in Project Manual. Familiarity with CSI Manual of Practice and AIA Document A201 General Conditions of the Construction Contract, which represent common practice of the United States construction industry, is recommended and apply to this Project where not otherwise stated. C. DOCUMENT STYLE: Project Manual by its very nature is incomplete and contains options. It is a professional service document that communicates only major contract data, guidelines, and unusual requirements. Manufacturing details, common practices, trace detailed, and options are left to discretion of manufacturers, Subcontractors, and contractors subject to limited review by Architect for general conformance with contract requirements, and design. D. WRITING STYLE: 1. Written documents are abbreviated and include some incomplete sentences. Omissions of words or phrases such as "(the) Contractor shall," "in conformance with," "shall be," "on (the) Drawings," "according to (the) Plans," "a,"" "an," "all" are intentional. Supply omitted words and phrases by inference. 2. Singular numbers: Where any device, part, or item is used in singular form, such reference applies to as many as are shown on Drawings or otherwise required to complete Work. 3. When Words such as "as (may be) directed," "as (may be) required," "as approved," or other words of similar intent and meaning are used implying exercise of judgment, discretion, or decision with respect to end quality of Project, they refer to judgment, discretion, or decision of Architect. E. GRAPHIC STYLE: 1. Drafting License: Drawings by their very nature are conceptual and graphic visual representation of relationships of the many parts of the Work. Drawings may, in part or in total, convey any combination of scope, general arrangements, relationship of materials, approximate locations, or general appearance. Some drawings are expanded, non- photographic, diagrammatic, or not to scale to symbolize or clarify sequence or relationships of individual components and may not be true to location. They convey

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scope, general arrangements, relationship of materials, approximate locations, and general appearance. Scales noted are for convenience of draftsperson and general use. Dimensions stated or scaled shall be relied upon only to the extent of common practice. a. Adjustment, Coordination, and Use: Adjust to accommodate manufactured materials and manufacturer's recommended details, field dimensions, actual component dimensions, sequence of work, and coordination with other stated, implied, or scaled dimensions. Coordinate of field dimensions, actual dimensions of components, and performance criteria shall be given reasonable consideration in coordination of the various Drawings, the Work, and the parts with the whole. Refer proposed variation to Architect when controlling factors are not apparent. Architect's interpretation of intent of Drawings shall govern. No material to be installed contrary to manufacturer's recommendations or guarantee requirements. F. DOCUMENT INTERPRETATION: 1. Refer to General Conditions and Division 1 Section “Contractor's Request for Information” for requirements regarding interpretation during construction. 2. In case of a conflict between the Drawings and Specifications or within the Drawings or Specifications themselves, the more stringent requirement shall govern. 1.04 PERMITS, FEES AND NOTICES A. Plan check fees will be paid by the Owner. B. Building Permit fees to be paid by the Owner and secured by the Contractor. C. The Contractor shall secure and pay for other permits and governmental fees, licenses and inspections necessary for the proper execution and completion of the Work which are customarily secured after execution of the Contract and which are legally required at the time the bids are received or negotiations concluded. This may include, but not be limited to: 1. Dust Control Permits and Right of Way Permits from City of Yuma 2. Inspections and certificates from state and/or local Fire Marshal and County Health Department 3. Utility company design and construction fees 4. Special Inspections 5. Materials testing and compaction proctors. D. The Contractor shall comply with and give notices required by laws, ordinances, rules, regulations, and lawful orders of public authority bearing on the performance of the Work. E. It is not the responsibility of the Contractor to make certain that the Contract Documents are in accordance with applicable laws, statutes, building codes and regulations. If the Contractor observes that any of the Contract Documents are at variance therewith in any respect, he shall promptly notify the Architect and Owner in writing, and any necessary changes shall be accomplished by appropriate Modification. F. If the Contractor performs Work knowing it to be contrary to such laws, ordinances, rules and regulations, and without such notice to the Architect and Owner, the Contractor shall assume full responsibility therefore and shall bear attributable costs. 1.05 CONDUCT A. Personnel Conduct: Maintain the highest degree of discipline, conduct and appropriate dress by construction personnel. The Owner reserves the right to require the Contractor to expel from the site, any individual found in violation of this requirement. The following are not allowed and will not be tolerated: 1. Inappropriate behavior, language, gestures, or outbursts 2. Possession or use of tobacco products 3. Possession or drinking of alcoholic beverages 4. Possession or use of drugs

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1.06 APPROVED APPLICATORS A. Where specific instructions in the Specifications require that a particular product and/or material be applied and/or installed by an "approved applicator" it shall be the Contractor's responsibility to insure that any Subcontractor or Subsubcontractor used for such Work is in fact currently certified by the particular Manufacturer for this type of installation or application. 1.07 APPROVED MANUFACTURERS A. Careful checking must be made by the Contractor and the manufacturer or equipment supplier to verify that the equipment will meet all capacities, requirements, space allocations and is suitable to the intended purpose. B. Additional manufacturers may be approved upon written request for approval prior to bidding as previously indicated and provided for in the project manual. 1.08 WORK BY OWNER A. Items noted NIC (Not in Contract) will be supplied and installed by Owner before Substantial Completion. B. Items noted OPCI (Owner Provided Contractor Installed) shall be supplied by the Owner and installed by the Contractor. C. Contractor is to coordinate with the Owner & suppliers the necessary preparations for the work required for the installation of such items prior to the commencement of work. D. Demolition of existing flooring and installation of new terrazzo flooring will be performed by separate contractor. Coordinate with Owner’s flooring contractor for the removal of the existing flooring and installation of the new terrazzo flooring. 1.09 OWNER OCCUPANCY A. Owner intends to occupy the Project upon Substantial Completion. B. Cooperate with Owner to minimize conflict and to facilitate Owner's operations. C. Schedule the Work to accommodate Owner occupancy. 1.10 CONTRACTOR USE OF SITE AND PREMISES A. Construction Operations: Contractor shall coordinate with Owner in regards to construction operations including storage of materials and equipment. 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. Utility Outages and Shutdown: 1. Prevent accidental disruption of utility services to other facilities. 1.11 COMPLETENESS: A. Provide work complete and operational with all elements included, coordinated, balanced, and compatible. Work and its elements individually and collectively of well-balanced design which performs and operates in normal manner reasonably implied or intended by Project Manual (e.g., water cooler requires compatible electrical service, adequate water supply, proper drainage system, adequate supporting and anchors. 1.12 REFERENCE DATA A. Reference data made available to the Contractor is for the Contractor's information only, and neither the Owner nor the Architect assume any responsibility for the Contractor's conclusions. B. The Contractor shall establish and maintain all buildings and construction grades, lines, levels, and bench marks. This Work shall be performed by a licensed Civil Engineer or Surveyor under the employ of the Contractor, who shall certify to the Architect that he has performed this service.

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C. The Contractor shall not remove any property line markers or monuments or data established by the Owner. 1.13 ARCHITECTURAL BARRIERS A. It is the desire of the Owner that the facilities and improvements constructed under this Contract meet or exceed the intent of applicable public law concerning prohibition of discrimination, and that no individual be discriminated against on the basis of disability in the full and equal enjoyment of the goods, services, facilities, privileges, advantages, or accommodations of this completed Project. B. The designers and drafters of these Documents have intended to incorporate those Owner's intentions into these Documents. C. It is recognized that there may be products not incorporated into these Documents that may more nearly meet the Owner's desires than those included. D. The Owner hereby solicits those providing elements of this Project to bid and contract for the Project as required by these Documents, but at the time of submitting Shop Drawings, or sooner when appropriate, and without causing delay in the Project, to also submit proposals for improving the accessibility of the Project to physically or mentally impaired persons. PART 2 PRODUCTS - NOT USED PART 3 EXECUTION - NOT USED END OF SECTION

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SECTION 01 26 13 REQUESTS FOR INTERPRETATION PART 1 GENERAL 1.01 SUMMARY A. Section Includes: Administrative requirements for requests for information/interpretation. 1.02 DEFINITIONS A. Request for Information/Interpretation (RFI): 1. A document submitted by the Contractor requesting clarification of a portion of the Contract Documents, hereinafter referred to as RFI. 2. A properly prepared request for information / interpretation shall include a detailed written statement that indicates the specific Drawings or Specification in need of clarification and the nature of the clarification requested. a. Drawings shall be identified by drawing number and location on the drawing sheet. b. Specifications shall be identified by Section number, page and paragraph. 3. Requests for Information: Request made by Contractor concerning items not indicated on drawings or contained in Project Manual that is required to properly perform the work. 4. Requests for Interpretation: Request made by Contractor in accordance with Owner’s Representative’s third party obligations to the contract for construction. B. Improper RFI's: 1. RFI's that are not properly prepared. 2. Improper RFI's will be processed by the Architect at the Architect's standard hourly rate and Architect will charge the Owner, and such costs will be deducted from monies still due the Contractor. The Contractor will be notified by the Architect prior to the processing of improper RFI's. C. Frivolous RFI's: 1. RFI's that request information that is clearly shown on the Contract Documents. 2. Frivolous RFI's may be returned unanswered or may be processed by the Architect at the Architect's standard hourly rate and Architect will charge the Owner, and such costs will be deducted from monies still due the Contractor. The Contractor will be notified by the Architect prior to the processing of frivolous RFI's. 1.03 CONTRACTOR'S REQUESTS FOR INFORMATION A. RFI's shall be submitted on a form prepared by the Contractor acceptable to the Architect. 1. Forms shall be completely filled in, and if prepared by hand, shall be fully legible after photocopying or transmission by facsimile (fax). 2. RFI’s shall be submitted in numerical order with no breaks in the consecutive numbering. 3. Each page of attachments to RFI's shall bear the RFI number and shall be consecutively numbered in chronological order. 4. RFI's may be submitted by E-Mail. a. Submittal by E-Mail is the preferred method of submittal. b. Address for E-Mail will be distributed by the Architect at the Pre-Construction Conference. c. An electronic version of the RFI form will be provided upon request. B. When the Contractor is unable to determine from the Contract Documents, the material, process or system to be installed, the Architect shall be requested to make a clarification of the indeterminate item. 1. Wherever possible, such clarification shall be requested at the next appropriate project meeting, with the response entered into the meeting minutes. When clarification at the meeting is not possible, either because of the urgency of the need, or the complexity of the item, Contractor shall prepare and submit an RFI to the Architect.

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2. RFI requesting clarification of an item required of a document known to have been prepared by a consultant to the Architect, may be sent directly to the consultant with a copy to the Architect, if this direct communication is approved by the Architect. C. Contractor shall endeavor to keep the number of RFI's to a minimum. In the event that the process becomes unwieldy, in the opinion of the Architect, because of the number and frequency of RFI's submitted, the Architect may require the Contractor to abandon the process and submit future requests as either submittals, substitutions or requests for change. D. RFI's shall be originated by the Contractor. 1. RFI's from subcontractors or material suppliers shall be submitted through, reviewed by, and signed by the Contractor prior to submittal to the Architect. 2. RFI's from subcontractors or material suppliers sent directly to the Owner’s Representative, Architect or the Architect's consultants shall not be accepted and will be returned unanswered. E. Contractor shall carefully study the Contract Documents to assure that the requested information is not available therein. RFI's which request information available in the Contract Documents will be deemed either "improper" or "frivolous" as noted above. F. In cases where RFI's are issued to request clarification of coordination issues, for example, pipe and duct routing, clearances, specific locations of work shown diagrammatically, and similar items, the Contractor shall fully lay out a suggested solution using drawings or sketches drawn to scale, and submit same with the RFI. RFI's which fail to include a suggested solution will be returned unanswered with a requirement that the Contractor submit a complete request. G. RFI's shall not be used for the following purposes: 1. To request approval of submittals 2. To request approval of substitutions, 3. To request changes which are known to entail additional cost or credit. (A Change Order Request form shall be used.) 4. To request different methods of performing work than those drawn and specified. H. In the event the Contractor believes that a clarification by the Architect results in additional cost or time, Contractor shall not proceed with the work indicated by the RFI until a Change Order (or Construction Change Directive, if applicable to project) is prepared and approved. RFI's shall not automatically justify a cost increase in the work or a change in the project schedule. 1. Answered RFI's shall not be construed as approval to perform extra work. 2. Unanswered RFI's will be returned with a stamp or notation: Not Reviewed. I. Contractor shall prepare and maintain a log of RFI'S, and at any time requested by the Architect, Contractor shall furnish copies of the log showing outstanding RFI'S. Contractor shall note unanswered RFI's in the log. J. Contractor shall allow up to 5 working days review and response time for RFI'S, unless review is required of multiple consultants, then the review and response period shall be 7 working days. 1. The Architect will endeavor to respond in a timely fashion to RFI's. 2. RFI shall state requested date/time for response, however, this requested date/time for response is not a guarantee that the RFI will be answered by that date/time if that date/time is too expeditious 1.04 ARCHITECT'S RESPONSE TO RFI'S A. Architect will respond to RFI's on one of the following forms: 1. Properly prepared RFI's: a. Response directly upon Request for Information / Interpretation form. b. Architect's Supplemental Instruction. c. Request for Proposal. 2. Improper or Frivolous RFI's a. Notification of Processing Fee(s). b. Unanswered RFI's will be returned with a stamp or notation: Not Reviewed.

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3. Answers to properly prepared RFI's may or may not be made directly upon the RFI form as deemed appropriate by the Architect. B. Architect may opt to retain RFI's for discussion during regularly scheduled project meetings for inclusion of responses in meeting minutes in lieu of responding on a written form. PART 2 PRODUCTS - NOT USED PART 3 EXECUTION - NOT USED END OF SECTION

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SECTION 01 30 00 ADMINISTRATIVE REQUIREMENTS PART 1 GENERAL 1.01 SECTION INCLUDES A. Preconstruction meeting. B. Progress meetings. C. Construction progress schedule. D. Submittals for review, information, and project closeout. E. Submittal procedures. 1.02 RELATED REQUIREMENTS A. Section 01 70 00 - Execution and Closeout Requirements: Additional coordination requirements. B. Section 01 78 00 - Closeout Submittals: Project record documents. C. Construction Contract PART 2 PRODUCTS - NOT USED PART 3 EXECUTION 3.01 PRECONSTRUCTION MEETING A. See Section 7.4.4 of the Construction Contract for Pre-construction Conference requirements. 3.02 PROGRESS MEETINGS A. See Section 7.4.2 of the Construction Contract for Progress Meeting requirements. 3.03 CONSTRUCTION PROGRESS SCHEDULE A. See Section 7.4.1 of the Construction Contract for Progress Schedule requirements. B. Submit a detailed project schedule that includes start dates and durations of each task and includes milestone dates. The schedule should be able to indicate percent complete on tasks. The detailed project schedule must be in .pdf format and updated monthly. The detailed project schedule must be in CPM format and include, at a minimum, the following tasks: 1. Notice to Proceed (NTP) 2. Detailed Submittal Schedule 3. Mechanical and Electrical Site Survey 4. Mechanical Design 5. Electrical Design 6. Mechanical Fabrication 7. Electrical Fabrication 8. Mechanical Shipments 9. Electrical Shipments 10. Demolition Activities 11. Mechanical Installation 12. Electrical Installation 13. Controls Installation/Programming 14. BHSC Testing 15. Spare Parts Delivery 16. Owner Test 17. Punch List 18. Run-In Period/Beneficial Use of System 19. Operation and Maintenance Training

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20. Final Acceptance 3.04 SUBMITTALS FOR REVIEW A. When the following are specified in individual sections, submit them for review: 1. Product data. a. Clearly indicate applicable products, materials, colors, and other information as necessary for identification. Product Data that has not been properly edited by the Contractor will be returned for resubmittal. 2. Shop drawings. 3. Samples for selection. 4. Samples for verification. 5. Schedule of submittals. 6. System Installation Phasing Plan 7. Spare Parts List 8. Safety Signs and Graphics 9. Training Plan B. Submit to Architect for review for the limited purpose of checking for conformance with information given and the design concept expressed in the contract documents. C. The Architect's review shall not constitute approval of safety precautions or, unless otherwise specifically stated by Architect, or any construction means, methods, techniques, sequences, or procedures. D. Samples will be reviewed only for aesthetic, color, or finish selection. E. After review, provide copies and distribute in accordance with SUBMITTAL PROCEDURES article below. 3.05 SUBMITTAL PROCEDURES A. Transmit each submittal with a copy of approved submittal form. B. Sequentially number the transmittal form. Revise submittals with original number and a sequential alphabetic suffix. Submittals that have not been identified in accordance with these procedures will not be recognized or processed. C. Identify Project, Contractor, Subcontractor or supplier; pertinent drawing and detail number, and specification section number, as appropriate on each copy. D. 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. 1. Submittals that do not bear the Contractor's signed stamp will not be recognized or processed. E. Schedule submittals to expedite the Project, and coordinate submission of related items. 1. Submit each material that requires color selection by Architect within 45 days of issuance of the Notice to Proceed. In order to coordinate finish selections Architect reserves the right to withhold review of submittals with color selections until all submittal requiring color selections are received. Upon Architect's receipt of all color materials allow 15 days for review, excluding delivery time to and from the Contractor. 2. For each submittal review that does not involve color selections by Architect, allow 15 days excluding delivery time to and from the Contractor. F. For each submittal for review, allow 15 days excluding delivery time to and from the Contractor. G. Identify variations from Contract Documents and Product or system limitations that may be detrimental to successful performance of the completed Work. H. Provide space for Contractor and Architect review stamps. I. When revised for resubmission, identify all changes made since previous submission.

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J. Distribute reviewed submittals as appropriate. Instruct parties to promptly report any inability to comply with requirements. END OF SECTION

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SECTION 01 40 00 QUALITY REQUIREMENTS PART 1 GENERAL 1.01 SECTION INCLUDES A. Testing and inspection agencies and services. B. Control of installation. C. Mock-ups. D. Manufacturers' field services. 1.02 RELATED REQUIREMENTS A. Section 01 42 16 - Definitions. 1.03 TESTING AND INSPECTION AGENCIES AND SERVICES A. Contractor shall employ and pay for services of an independent testing agency to perform all required testing. C. Employment of agency in no way relieves Contractor of obligation to perform Work in accordance with requirements of Contract Documents. D. The following lists are intended as a guide to the Contractor to aid in the determining testing requirements for the project, however, the requirements specified on the drawings shall take precedence over these lists, and these lists are not to be interpreted as being complete. 1. None anticipated 2. The testing laboratory shall distribute copies of reports as follows: a. One copy to the Architect b. One copy to the Owner c. One copy to the Structural Engineer d. Two copies to the Contractor e. Code authorities or authorities having jurisdiction as required E. See Section 34 77 39 Baggage Handling for additional testing requirements. PART 2 PRODUCTS - NOT USED PART 3 EXECUTION 3.01 CONTROL OF INSTALLATION A. Monitor quality control over suppliers, manufacturers, products, services, site conditions, and workmanship, to produce Work of specified quality. B. Where Specifications require that a particular product be installed and/or applied by an Applicator approved by the Manufacturer, it is the Contractor's responsibility to ensure that Subcontractor employed for such Work is approved. Such Subcontractor(s) shall provide evidence of being approved when requested by the Architect. C. Comply with manufacturers' instructions, including each step in sequence. D. Should manufacturers' instructions conflict with Contract Documents, request clarification from Architect before proceeding. E. Comply with specified standards as minimum quality for the Work except where more stringent tolerances, codes, or specified requirements indicate higher standards or more precise workmanship. F. Have Work performed by persons qualified to produce required and specified quality. G. Verify that field measurements are as indicated on shop drawings or as instructed by the manufacturer. H. Secure products in place with positive anchorage devices designed and sized to withstand stresses, vibration, physical distortion, and disfigurement.

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3.02 MOCK-UPS A. Before installing portions of the Work where mock-ups are required, construct mock-ups in location and size indicated for each form of construction and finish required to comply with the following requirements, using materials indicated for the completed Work. The purpose of mock-up is to demonstrate the proposed range of aesthetic effects and workmanship. B. Accepted mock-ups establish the standard of quality the Architect will use to judge the Work. C. Notify Architect seven (7) working days in advance of dates and times when mock-ups will be constructed. D. Tests shall be performed under provisions identified in this section and identified in the respective product specification sections. E. Assemble and erect specified items with specified attachment and anchorage devices, flashings, seals, and finishes. F. Accepted mock-ups shall be a comparison standard for the remaining Work. G. Where mock-up has been accepted by Architect and is specified in product specification sections to be removed, protect mock-up throughout construction, remove mock-up and clear area when directed to do so by Architect. 3.03 TESTING AND INSPECTION A. Contractor Responsibilities: 1. Deliver to agency at designated location, adequate samples of materials proposed to be used that require testing, along with proposed mix designs. 2. Notify laboratory 48 hours prior to expected time for operations requiring testing/inspection services. B. Re-testing required because of non-conformance to specified requirements shall be performed by the same agency on instructions by Architect or Engineer. C. Re-testing required because of non-conformance to specified requirements shall be paid for by Contractor. 3.04 MANUFACTURERS' FIELD SERVICES A. When specified in individual specification sections, on drawings or required by manufacturer, require material or product suppliers or manufacturers to provide qualified staff personnel to observe site conditions, conditions of surfaces and installation, quality of workmanship, start-up of equipment, test, adjust and balance of equipment as applicable, and to initiate instructions when necessary. 3.05 DEFECT ASSESSMENT A. Replace Work or portions of the Work not conforming to specified requirements. B. If, in the opinion of Architect, it is not practical to remove and replace the Work, Architect will direct an appropriate remedy or adjust payment. END OF SECTION

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SECTION 01 42 16 DEFINITIONS PART 1 GENERAL 1.01 SUMMARY A. Other definitions are included in individual specification sections. 1.02 DEFINITIONS A. Furnish: To supply, deliver to project site ready for installation, unload, and inspect for damage. B. Install: To unpack, assemble, erect, apply, place, finish, cure, protect, clean, start up, and make ready for use. C. "As shown", "as detailed", "as indicated" or words of similar import mean as indicated on the drawings. D. "As selected", "As approved" or words of similar import mean as selected by, as approved by, or as accepted by the Architect and Owner. E. "Approved equal", or "equal" shall mean as approved and accepted by the Architect and Owner. F. "Shall" means mandatory G. "As Required" means as required by the contract documents. H. "As necessary" means essential to the completion of work. I. "Concealed" means not visible in the finished work. J. "Exposed" means visible in the finished work. K. "Days" means calendar days. L. Substantial Completion: The stage in the progress of the Work when the Work or designated portion thereof is sufficiently complete in accordance with the Contract Documents so that the Owner can occupy or utility the Work for the intended use. M. Project Manual: The book-sized volume that includes the procurement requirements (if any), the contracting requirements, and the specifications. N. Provide: To furnish and install, complete and ready for intended use. O. Supply: Same as Furnish. P. "NIC": Not in Contract Q. "OFCI": Owner Furnished Contractor to Install. END OF SECTION

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SECTION 01 50 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. Vehicular access and parking. F. Waste removal facilities and services. G. Project identification sign. H. Field offices. I. Baggage Handling J. Construction Contract 1.02 REFERENCE STANDARDS 1.03 TEMPORARY UTILITIES - SEE SECTION 01 51 00 A. Contractor is to provide and pay for all electrical power, lighting, water, heating and cooling, and ventilation required for construction purposes. B. Use trigger-operated nozzles for water hoses, to avoid waste of water. 1.04 TELECOMMUNICATIONS SERVICES A. Provide, maintain, and pay for telecommunications services to field office at time of project mobilization. 1.05 TEMPORARY SANITARY FACILITIES A. Provide and maintain required facilities and enclosures. Provide at time of project mobilization. B. New permanent facilities may not be used during construction operations. C. Maintain daily in clean and sanitary condition. D. At end of construction, return facilities to same or better condition as originally found. 1.06 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. B. Protect non-owned vehicular traffic, stored materials, site, and structures from damage. 1.07 FENCING A. Construction: Commercial grade chain link fence. B. Provide 6 foot (1.8 m) high fence around construction site; equip with vehicular and pedestrian gates with locks. C. Locate gates for access to work areas, as required. D. Lock gates at end of each work day. 1.08 SECURITY A. Provide security and facilities to protect Work, existing facilities, and Owner's operations from unauthorized entry, vandalism, or theft. 1.09 STORAGE A. Provide storage facilities as required for scope of work.

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B. Locate stored materials within locked fencing area and/or within locked storage containers. C. Coordinate location of on-site storage facilities with Owner prior to beginning of work. D. Owner's facilities may not be used for storage. 1.10 VEHICULAR ACCESS AND PARKING A. Comply with regulations relating to use of streets and sidewalks, access to emergency facilities, and access for emergency . 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 wheels before entering streets. E. Provide temporary parking areas to accommodate construction personnel. When site space is not adequate, provide additional off-site parking. 1.11 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. D. Open free-fall chutes are not permitted. Terminate closed chutes into appropriate containers with lids. 1.12 PROJECT IDENTIFICATION A. No signs are allowed without Owner permission except those required by law. 1.13 FIELD OFFICES A. Office: None anticipated for this project, but if needed, provide weathertight, with lighting, electrical outlets, heating, cooling equipment, and equipped with sturdy furniture, drawing rack and drawing display table. 1.14 REMOVAL OF UTILITIES, FACILITIES, AND CONTROLS A. Remove temporary utilities, equipment, facilities, materials, prior to Date of Substantial Completion inspection. B. Remove underground installations to a minimum depth of 3 feet (900 mm). C. Clean and repair damage caused by installation or use of temporary work. D. Restore new permanent facilities used during construction to specified condition. 1.15 TEMPORARY BAGGAGE HANDLING A. When the Yuma International Airport has to transition from their current carousel environment to the new integrations, they will have to incorporate alternatives to deliver the baggage to the customers while in the integration phase. The demolition will take approximately two months and in that time period, the baggage will need to be delivered to the customers in a timely manner where safety is priority. Since both alternatives won't be able to use the carousel to distribute the baggage, there will have to be at least two airport employees to help handle all the baggage. Contractor to coordinate with Owner on the exact requirements for addressing baggage delivery to customers during construction.

1. Alternative 1: Distribute the baggage via the green roll up door on the south wall in the carousel room. If and only if the demolition team does not require to use up the entire space in that room, then airport personnel will be able to use that door to allow for baggage to enter through the secured side. Since the door will be open and customers

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would have the chance to access the , the plan is to set up portable walls around the door to secure the side so customers can't access outside. There will be a gravity roller conveyor table present that will help the employees push the baggage from inside of the walls to the outside where the customers will be waiting for their baggage. Another constraint to this alternative is the season the integration will take place. If the integration phase takes place in the warm months it would not be ideal to have the roll up door open throughout the day.

The below table includes a roller that the design team chose, this will allow entry of baggage form the secured side to the passenger side. Also the table includes wall panels to allow the area to be secured.

Figure 7 Figure 8

2. Alternative 2: This alternative can be used if the demolition team needs the carousel area in entirety. Alternative 2 will consist of the personnel bringing the baggage from the airline side to the west end . They will use a smaller to transport the baggage from the cart that has all the baggage to allow the personnel to bring it inside. The employees will use at least two to make trips in and out of the airport at the west end gate, to unload the baggage for the customers. There will be one employee receiving the baggage and distributing it to the customers. A portable wall is not needed in this alternative because the west end gate has a door that will close behind them, not allowing customers access to the secured side. Figure 8 above demonstrates the cart used to transport baggage from outside to the inside. PART 2 PRODUCTS - NOT USED PART 3 EXECUTION - NOT USED

END OF SECTION

019-0173 01 50 00 - 3 YIA Baggage Carousel Replacement Temporary Facilities and Controls

SECTION 01 60 00 PRODUCT REQUIREMENTS PART 1 GENERAL 1.01 SECTION INCLUDES A. General product requirements. B. Transportation, handling, storage and protection. C. Product option requirements. D. Substitution limitations and procedures. E. Procedures for Owner-supplied products. F. Maintenance materials, including extra materials, spare parts, tools, and software. 1.02 RELATED REQUIREMENTS A. Section 01 42 16 Definitions for applicable definitions 1.03 REFERENCE STANDARDS A. NFPA 70 - National Electrical Code; Most Recent Edition Adopted by Authority Having Jurisdiction, Including All Applicable Amendments and Supplements. 1.04 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. C. Sample Submittals: Illustrate functional and aesthetic characteristics of the product, with integral parts and attachment devices. Coordinate sample submittals for interfacing work. 1. For selection from standard finishes, submit samples of the full range of the manufacturer's standard colors, textures, and patterns. D. 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 NEW PRODUCTS A. Provide new products unless specifically required or permitted by the Contract Documents. B. DO NOT USE products having any of the following characteristics: 1. Made using or containing CFC's or HCFC's. 2. Made of wood from newly cut old growth timber. C. Motors: NEMA MG 1 Type. Specific motor type as required by manufacturers. D. Wiring Terminations: Provide terminal lugs to match branch circuit conductor quantities, sizes, and materials indicated. Size terminal lugs to NFPA 70, include lugs for terminal box. 2.02 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 with a Provision for Substitutions: Items defined under manufacturers' names and catalog numbers are intended as a basis of quality and not as closed specifications, unless noted otherwise. Items other than those specifically named in Project Manual or indicated on the Drawings and/or Plans and Specifications will be considered, only if a written request for acceptance of such items is

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received and approved by the Owner. Submit a request for substitution for any manufacturer not named. 2.03 MAINTENANCE MATERIALS A. Furnish extra materials, spare parts, tools, and software of types and in quantities totaling 5% of installed materials. See Section 34 77 39 Baggage Handling for additional spare part requirements. B. Deliver to Project site; obtain receipt prior to final payment. PART 3 EXECUTION 3.01 SUBSTITUTION PROCEDURES A. Instructions to Bidders specifies restrictions for submitting requests for substitutions during the bidding period. Comply with requirements specified in this section. 1. Substitution requests during the bidding period must be submitted by Bidders. Such requests must be accompanied by Bidder's letter of transmittal, signed by a person legally authorized to bind the Bidder to a Contract. Substitution requests received from others will not be considered. B. Document each request with complete data substantiating compliance of proposed substitution with Contract Documents. C. 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. Agrees to provide the same warranty for the substitution as for the specified product. 3. Agrees to 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. Agrees to reimburse Owner and Architect for review or redesign services associated with re-approval by authorities. D. Substitutions will not be considered when they are indicated or implied on shop drawing or product data submittals, without separate written request, or when acceptance will require revision to the Contract Documents. E. Architect reserves the right to reject substitutions on basis of color, pattern, compatibility, or aesthetic qualities, even though fabrication and materials are equivalent. F. Substitution Submittal Procedure (after contract award): 1. Submit 2 copies of request for substitution for consideration. Limit each request to one proposed substitution. 2. Submit shop drawings, product data, and certified test results attesting to the proposed product equivalence. Burden of proof is on proposer. 3. Architect will notify Contractor in writing of decision to accept or reject request. 3.02 OWNER-SUPPLIED PRODUCTS A. Owner's Responsibilities: 1. Arrange for and deliver Owner reviewed shop drawings, product data, and samples, to Contractor. 2. Arrange and pay for product delivery to site. 3. On delivery, inspect products jointly with Contractor. 4. Submit claims for transportation damage and replace damaged, defective, or deficient items. 5. Arrange for manufacturers' warranties, inspections, and service. B. Contractor's Responsibilities: 1. Review Owner reviewed shop drawings, product data, and samples.

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2. Receive and unload products at site; inspect for completeness or damage jointly with Owner. 3. Handle, store, install and finish products. 4. Repair or replace items damaged after receipt. 3.03 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, and to minimize handling. F. Arrange for the return of packing materials, such as wood pallets, where economically feasible. 3.04 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. For exterior storage of fabricated products, place on sloped supports above ground. F. Protect products from damage or deterioration due to construction operations, weather, precipitation, humidity, temperature, sunlight and ultraviolet light, dirt, dust, and other contaminants. G. Cover products subject to deterioration with impervious sheet covering. Provide ventilation to prevent condensation and degradation of products. H. Prevent contact with material that may cause corrosion, discoloration, or staining. I. Provide equipment and personnel to store products by methods to prevent soiling, disfigurement, or damage. J. 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

019-0173 01 60 00 - 3 YIA Baggage Carousel Replacement Product Requirements

SECTION 01 70 00 EXECUTION AND CLOSEOUT REQUIREMENTS PART 1 GENERAL 1.01 SECTION INCLUDES A. Examination, preparation, and general installation procedures. B. Pre-installation meetings. C. Cutting and patching. D. Starting of systems and equipment. E. Demonstration and instruction of Owner personnel. F. Closeout procedures, including Contractor's Correction Punch List, except payment procedures. G. General requirements for maintenance service. 1.02 RELATED REQUIREMENTS A. Section 01 30 00 - Administrative Requirements: Submittals procedures, Electronic document submittal service. B. Section 01 78 00 - Closeout Submittals: Project record documents, operation and maintenance data, warranties and bonds. 1.03 SUBMITTALS A. See Section 01 30 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. 6. Include in request: a. Identification of Project. b. Location and description of affected work. c. Necessity for cutting or alteration. d. Description of proposed work and products to be used. e. Alternatives to cutting and patching. f. Effect on work of Owner or separate Contractor. g. Written permission of affected separate Contractor. h. Date and time work will be executed. C. Project Record Documents: Accurately record actual locations of capped and active utilities. 1.04 PROJECT CONDITIONS A. Provide working, 2A10 BC fire extinguishers within 25 feet of all welding activities. B. Ventilate enclosed areas to assist cure of materials, to dissipate humidity, and to prevent accumulation of dust, fumes, vapors, or gases. C. 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. D. Noise Control: Provide methods, means, and facilities to minimize noise produced by construction operations. 1. Outdoors: Limit conduct of especially noisy exterior work to the hours of 8 am to 5 pm. E. Rodent Control: Provide methods, means, and facilities to prevent rodents from accessing or invading premises.

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F. Pollution Control: Provide methods, means, and facilities to prevent contamination of soil, water, and atmosphere from discharge of noxious, toxic substances, and pollutants produced by construction operations. Comply with federal, state, and local regulations. 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. Notify affected utility companies and comply with their requirements. C. 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. D. 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. E. In finished areas except as otherwise indicated, conceal pipes, ducts, and wiring within the construction. Coordinate locations of fixtures and outlets with finish elements. F. Coordinate completion and clean-up of work of separate sections. G. After Owner occupancy of premises, coordinate access to site for correction of defective work and work not in accordance with Contract Documents, to minimize disruption of Owner's activities. H. Coordinate schedules and work with other Owner procured Contractors. PART 2 PRODUCTS 2.01 PATCHING MATERIALS A. New Materials: As specified in product sections; match existing products and work for patching and extending work. B. Type and Quality of Existing Products: Determine by inspecting and testing products where necessary, referring to existing work as a standard. C. Product Substitution: For any proposed change in materials, submit request for substitution described in Section 01 60 00 - Product Requirements. PART 3 EXECUTION 3.01 EXAMINATION A. Verify that existing site conditions and substrate surfaces are acceptable for subsequent work. Start of work means acceptance of existing conditions. B. Verify that existing substrate is capable of structural support or attachment of new work being applied or attached. C. Examine and verify specific conditions described in individual specification sections. D. Take field measurements before confirming product orders or beginning fabrication, to minimize waste due to over-ordering or mis fabrication. E. Verify that utility services are available, of the correct characteristics, and in the correct locations. F. 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.

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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. 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 Owner 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 7 days after meeting to participants, with two copies to Architect, Owner, participants, and those affected by decisions made. 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. D. Make consistent texture on surfaces, with seamless transitions, unless otherwise indicated. E. Make neat transitions between different surfaces, maintaining texture and appearance. 3.05 PROGRESS CLEANING A. Maintain areas free of waste materials, debris, and rubbish. Maintain site in a clean and orderly condition. B. Remove debris and rubbish from pipe chases, plenums, attics, crawl spaces, and other closed or remote spaces, prior to enclosing the space. C. Broom and vacuum clean interior areas prior to start of surface finishing, and continue cleaning to eliminate dust. D. Collect and remove waste materials, debris, and trash/rubbish from site periodically and dispose off-site; do not burn or bury. 3.06 PROTECTION OF INSTALLED WORK A. Protect installed work from damage by construction operations. B. Provide temporary and removable protection for installed products. Control activity in immediate work area to prevent damage. C. Provide protective coverings at walls, projections, jambs, sills, and soffits of openings. D. Protect finished floors, stairs, and other surfaces from traffic, dirt, wear, damage, or movement of heavy objects, by protecting with durable sheet materials. E. Prohibit traffic or storage upon waterproofed or roofed surfaces. If traffic or activity is necessary, obtain recommendations for protection from waterproofing or roofing material manufacturer. F. Remove protective coverings when no longer needed; reuse or recycle coverings if possible. 3.07 SYSTEM STARTUP A. Coordinate schedule for start-up of various equipment and systems. B. Verify that each piece of equipment or system has been checked for proper lubrication, drive rotation, belt tension, control sequence, and for conditions that may cause damage.

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C. Verify tests, meter readings, and specified electrical characteristics agree with those required by the equipment or system manufacturer. D. Verify that wiring and support components for equipment are complete and tested. E. Execute start-up under supervision of applicable Contractor personnel and manufacturer's representative in accordance with manufacturers' instructions. F. Submit a written report that equipment or system has been properly installed and is functioning correctly. 3.08 DEMONSTRATION AND INSTRUCTION A. Demonstrate start-up, operation, control, adjustment, trouble-shooting, servicing, maintenance, and shutdown of each item of equipment at scheduled time, at equipment location. B. For equipment or systems requiring seasonal operation, perform demonstration for other season within six months. C. Provide a qualified person who is knowledgeable about the Project to perform demonstration and instruction of owner personnel. 3.09 ADJUSTING A. Adjust operating products and equipment to ensure smooth and unhindered operation. 3.10 FINAL CLEANING A. Execute final cleaning after Substantial Completion but before making final application for payment. Employ experienced workmen or professional cleaners for the final cleaning. 1. Use cleaning materials that are nonhazardous. 2. Clean interior and exterior glass, surfaces exposed to view; remove temporary labels, stains and foreign substances, polish transparent and glossy surfaces, vacuum carpeted and soft surfaces. 3. Remove all labels that are not permanent. Do not paint or otherwise cover fire test labels or nameplates on mechanical and electrical equipment. 4. Clean equipment and fixtures to a sanitary condition with cleaning materials appropriate to the surface and material being cleaned. 5. Clean filters of operating equipment. 6. Clean debris from roofs, gutters, downspouts, scuppers, overflow drains, area drains, and drainage systems. 7. Clean site; sweep paved areas, rake clean landscaped surfaces. Clean concrete walks and slabs of plaster or cement droppings, paint and other objectionable materials to present a neat, clean appearance. 8. Remove waste, surplus materials, trash/rubbish, and construction facilities from the site; dispose of in legal manner; do not burn or bury. 9. Remove marks, stains, fingerprints, soil and dirt from paint, stain and wall coverings. 10. Remove spots, soil, paint and mastic from tile work and wash. 11. Remove temporary floor protections; clean and polish floors. B. Make building(s) ready for occupancy in every respect. Lay heavy building paper in main circulation areas to protect floor until final inspection and acceptance. C. Existing improvements, inside or outside the property which are disturbed, damaged or destroyed by the Work under the Contract shall be restored to the condition in which they originally were, or to the satisfaction of the Architect. 3.11 CLOSEOUT PROCEDURES A. Make submittals that are required by governing or other authorities. 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.

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C. Notify Architect when work is considered ready for Architect'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's Substantial Completion inspection. E. Conduct Substantial Completion inspection and create Final Correction Punch List containing Architect's and Contractor's comprehensive list of items identified to be completed or corrected and submit to Architect. F. Correct items of work listed in Final Correction Punch List and comply with requirements for access to Owner-occupied areas. G. Notify Architect when work is considered finally complete and ready for Architect's Substantial Completion final inspection. H. Complete items of work determined by Architect listed in executed Certificate of Substantial Completion. 3.12 MAINTENANCE A. Deliver spare parts, tools, extra stocks of material and similar physical items to the Owner with a copy of the transmittal to the Architect. Obtain signed receipts from the Owner for all items. B. Change over construction locks to permanent keying system. Deliver required number keys to the Owner with a copy of the transmittal to the Architect. Obtain receipts from the Owner for delivered items. END OF SECTION

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SECTION 01 78 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. Individual Product Sections: Specific requirements for operation and maintenance data. B. Individual Product Sections: Warranties required for specific products or Work. PART 2 PRODUCTS - NOT USED PART 3 EXECUTION 3.01 PROJECT RECORD DOCUMENTS A. As the work progresses, the Contractor shall maintain a complete and accurate record of changes or deviations from the Contract Documents and Shop Drawings, indicating the Work as actually installed. Record information in the appropriate location on a record set of prints of the Drawings and Shop Drawings and a copy of the Specifications which are maintained solely for the purpose of this documentation. Keep this record set of Contract Documents and Shop Drawings at the project site for review by the Owner and Architect. Information contained in the record documents shall include, but not be limited to: 1. Modifications made by Addenda, Change Orders, Construction Change Directives and Architect's Supplemental Instructions which shall be transferred to the record documents. 2. Location of site underground pipes, conduits, ducts, cables and similar work, dimensioned horizontally to permanent points of reference and located vertically by indicating depth of burial. Dimensions shall be accurate within +6 inches. 3. Location of building plumbing piping, sprinkler piping, control valves, heating and air conditioning equipment, mechanical piping, ductwork, major conduit runs, power, control and alarm wiring, etc., dimensioned horizontally to permanent points of reference. Dimensions shall be accurate within 6 inches. By notation, describe the vertical location of the item such as "below slab," "above ceiling," etc. 4. Modifications made to accommodate field conditions. 5. Location and function of mechanical and electrical control devices and shut-off valves. 6. Revise Drawings and panel schedules to show final circuiting of electrical fixtures and equipment. B. The Architect will provide the Contractor with a full size set of bond drawings, of the complete original bidding documents, at Contractor's expense to be used as a final record set. Seals and signatures of Registrants shall be completely removed and/or permanently obscured. Contractor shall provide the following on the Drawings: 1. Changes in the Contract Documents, secured with prior approval of the Architect, recorded in a neat readable manner, in red ink, by a competent drafter. Deletions shall be made by clean cross out only. Record information in adequate size lettering and notations to be legible at half size reproduction. 2. Prior to application for final payment, transfer all changes, information, and notations made to the record prints to the final record set. C. Upon Substantial Completion of the Work, deliver the complete set of Record Documents including final record set, Shop Drawings and annotated Specifications to the Architect for approval. D. Owner's Manual: Prior to final payment, submit one (1) hard-back, loose-leaf binder containing the following required submittals and any others required in other Sections, suitably typed, indexed and labeled for ready reference:

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1. Subcontractors, major suppliers list with companies names, addresses and telephone numbers. 2. Warranties and certifications. 3. Affidavit from general and subcontractors on use of asbestos free materials. 4. Maintenance/operation instructions and parts list. 5. List of Extra Materials supplied to Owner, signed by Owner's representative. 6. Other items required by the Specifications. 7. Electronic copy of documents on CD and/or DVD. E. Ensure entries are complete and accurate, enabling future reference by Owner. F. Store record documents separate from documents used for construction. G. Record information concurrent with construction progress. H. Specifications: Legibly mark and record at each product section description of actual products installed, including the following: 1. Changes made by Addenda and modifications. I. Record Drawings: Legibly mark each item to record actual construction including: 1. Field changes of dimension and detail. 2. Details not on original Contract drawings. 3.02 OPERATION AND MAINTENANCE DATA A. Initial Submittal: Submit two draft copies of Operation and Maintenance Manuals for systems and equipment, including electrical and control items, and parts lists, a minimum of 14 days prior to requesting inspection for Substantial Completion, or scheduled Substantial Completion Date, whichever is earlier. 1. Architect will review Manuals for general scope and content and return one copy of draft manuals with required action. B. Operating instructions shall include complete operating sequence, control diagrams, description of method of operating machinery, machine serial numbers, factory order numbers, parts, tests, instruction books, suppliers phone numbers and addresses and individual equipment guarantees. Parts lists shall be complete in every respect, showing parts and part numbers for ready reference. C. Maintenance instructions shall include a written list of required and suggested maintenance for mechanical, plumbing, electrical, or other equipment or features in the project. Each item shall contain a brief description of the maintenance required as well as the recommended time frame or period for the maintenance. Include lists of filter sizes for air handling equipment, indicated "washable" or "disposable" and for which unit the filter is for. Shut off valves, etc., must be clearly marked on as-constructed drawings. D. Where available from the manufacturer, provide operating and maintenance instructions and videos on electronic media for each specific equipment item or system. E. Assemble maintenance manual and operating instructions in hard back loose-leaf binders. Suitably label and index material for ready reference. F. Upon substantial completion of the Project Work, submit one copy of the Operation and Maintenance Manual and Parts Lists to the Architect for approval. Upon receipt of Notice of Approval, deliver the additional copy to the Owner. Include operating and maintenance instructions and videos on electronic media. G. 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. H. Product Data: Mark each sheet to clearly identify specific products and component parts, and data applicable to installation. Delete inapplicable information. I. 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.

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J. Typed Text: As required to supplement product data. Provide logical sequence of instructions for each procedure, incorporating manufacturer's instructions. 3.03 SPARE PARTS AND MAINTENANCE MATERIALS A. Deliver spare parts, tools, extra stocks of material and similar physical items to the Owner with a copy of the transmittal to the Architect. Obtain signed receipts from the Owner for all items. B. Change over construction locks to permanent keying system. Deliver required number of keys to the Owner with a copy of the transmittal to the Architect. Obtain receipts from the Owner for delivered items. 3.04 ELECTRONIC COPIES OF IMAGE DOCUMENTS A. Upon completion provide CD or DVD disk(s) containing image copies in JPEG, PDF or other appropriate electronic format of all record and maintenance documents. 3.05 WARRANTIES AND BONDS A. Provide duplicate, notarized copies of documents required in Project Manual. B. Submit warranties required by individual specification Sections in duplicate, assembled in durable binders with a Table of Contents. C. The date of commencement of warranties shall be the date of Substantial Completion except as may be modified by AIA Document G-704, Certificate of Substantial Completion, or by other written agreement with the Owner. D. 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 Date of Substantial completion is determined. E. Verify that documents are in proper form, contain full information, and are notarized. F. Co-execute submittals when required. G. Retain warranties and bonds until time specified for submittal. END OF SECTION

019-0173 01 78 00 - 3 YIA Baggage Carousel Replacement Closeout Submittals

SECTION 024100 DEMOLITION PART 1 GENERAL 1.01 SECTION INCLUDES A. Selective demolition of interior partitions, systems, and building components designated to be removed. B. Protection of portions of building adjacent to or affected by selective demolition. C. Interruption, capping or removal of utilities as applicable. D. Notification to Owner of schedule of shut-off of utilities which serve occupied spaces. E. Pollution control during selective demolition, including noise control. F. Removal and legal disposal of materials. G. Salvage of designated items. 1.02 RELATED REQUIREMENTS A. Section 016000 - Product Requirements: Handling and storage of items removed for salvage and relocation. B. Section 017000 - Execution and Closeout Requirements: Project conditions; protection of bench marks, survey control points, and existing construction to remain; reinstallation of removed products; temporary bracing and shoring. 1.03 REFERENCE STANDARDS A. NFPA 241 - Standard for Safeguarding Construction, Alteration, and Demolition Operations 2013. 1.04 SUBMITTALS A. See Section 013000 - Administrative Requirements, for submittal procedures. B. Site Plan: Showing: 1. Areas for temporary construction and field offices. 2. Areas for temporary and permanent placement of removed materials. C. Demolition Plan: Submit demolition plan as specified by OSHA and local authorities. 1. Indicate extent of demolition, removal sequence, bracing and shoring, and location and construction of barricades and fences. 2. Identify demolition firm and submit qualifications. 3. Include a summary of safety procedures. D. Project Record Documents: Accurately record actual locations of capped and active utilities and subsurface construction. 1.05 QUALITY ASSURANCE A. Demolition Firm Qualifications: Company specializing in the type of work required. 1. Minimum of 3 years of documented experience. PART 3 EXECUTION 2.01 SCOPE A. Remove building components indicated to be demolished as indicated on drawings. B. Remove other items indicated, for salvage, relocation and recycling.

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2.02 GENERAL PROCEDURES AND PROJECT CONDITIONS A. Comply with applicable codes and regulations for demolition operations and safety of adjacent structures and the public. 1. Obtain required permits. 2. Comply with applicable requirements of NFPA 241. 3. Use of explosives is not permitted. 4. Take precautions to prevent catastrophic or uncontrolled collapse of structures to be removed; do not allow worker or public access within range of potential collapse of unstable structures. 5. Provide, erect, and maintain temporary barriers and security devices. 6. Use physical barriers to prevent access to areas that could be hazardous to workers or the public. 7. Conduct operations to minimize effects on and interference with adjacent structures and occupants. 8. Do not close or obstruct roadways or sidewalks without permit. 9. Conduct operations to minimize obstruction of public and private entrances and exits; do not obstruct required exits at any time; protect persons using entrances and exits from removal operations. 10. Obtain written permission from owners of adjacent properties when demolition equipment will traverse, infringe upon or limit access to their property. B. Do not begin removal until receipt of notification to proceed from Owner. C. Examine existing building compenents indicated to be demolished before demolition. D. Owner assumes no responsibility for actual condition of building components to be demolished. E. Protect existing structures and other elements that are not to be removed. F. Minimize production of dust due to demolition operations; do not use water if that will result in ice, flooding, sedimentation of public waterways or storm sewers, or other pollution. G. If hazardous materials are discovered during removal operations, stop work and notify Architect and Owner; hazardous materials include regulated asbestos containing materials, lead, PCB's, and mercury. 2.03 EXISTING UTILITIES A. Coordinate work with utility companies; notify before starting work and comply with their requirements; obtain required permits. B. Protect existing utilities to remain from damage. C. Do not disrupt public utilities without permit from authority having jurisdiction. D. Disconnect and cap or remove designated utilities as indicated in Documents. E. Do not close, shut off, or disrupt existing life safety systems that are in use without at least 7 days prior written notification to Owner. F. At least 48 hours in advance of the start of construction, the Contractor must advise the Project Manager so that the Owner may notify all airport tenants and businesses in the immediate vicinity of the project of the type of Work that is to be undertaken and its approximate duration.

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G. Do not close, shut off, or disrupt existing utility branches or take-offs that are in use without at least 3 days prior written notification to Owner. If this project requires the interruption of water/sewer service to a property, the Contractor must advise property owners/lessor of the interruption at least twenty-four (24) hours in advance of the start of construction. H. Locate and mark utilities to remain; mark using highly visible tags or flags, with identification of utility type; protect from damage due to subsequent construction, using substantial barricades if necessary. I. Remove exposed piping, valves, meters, equipment, supports, and foundations of disconnected and abandoned utilities. 2.04 DEBRIS AND WASTE REMOVAL A. Remove debris, junk, and trash from site. Continuously clean up and remove demolished materials from Site, Do not allow materials to accumulate on-Site. B. Do not burn materials on-Site. C. Leave site in clean condition, ready for subsequent work. D. Clean up spillage and wind-blown debris from public and private lands. END OF SECTION

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SECTION 054000 COLD-FORMED METAL FRAMING PART 1 GENERAL 1.01 SECTION INCLUDES A. Formed steel stud interior wall framing. B. Formed steel joist and purlin framing and bridging. 1.02 ADMINISTRATIVE REQUIREMENTS A. Coordinate with work of other sections that is to be installed in or adjacent to the metal framing system, including but not limited to structural anchors, cladding anchors, utilities, insulation, and firestopping. 1.03 SUBMITTALS A. See Section 013000 - Administrative Requirements, for submittal procedures. B. Product Data: Provide data on standard framing members; describe materials and finish, product criteria, limitations. C. Shop Drawings: Indicate component details, framed openings, bearing, anchorage, loading, welds and type and location of fasteners, and accessories or items required of related work. 1. Indicate stud and joist layout. D. Manufacturer's Installation Instructions: Indicate special procedures, conditions requiring special attention . 1.04 QUALITY ASSURANCE A. Installer Qualifications: Company specializing in performing the work of this section with minimum three years documented experience. PART 2 PRODUCTS 2.01 FRAMING SYSTEM A. Provide primary and secondary framing members, bridging, bracing, plates, gussets, clips, fittings, reinforcement, and fastenings as required to provide a complete framing system. 2.02 FRAMING MATERIALS A. Studs and Track: ASTM C955; studs formed to channel, "C", or "Sigma" shape with punched web; U-shaped track in matching nominal width and compatible height. 1. Gage and Depth: As indicated on drawings. 2. Galvanized in accordance with ASTM A653/A653M, G90/Z275 coating. B. Joists and Purlins: Fabricated from ASTM A653/A653M steel sheet, with G90/Z275 hot dipped galvanized coating. C. Framing Connectors: Factory-made, formed steel sheet. 1. Material: ASTM A653/A653M SS Grade 33 and 40 (minimum), with G90/Z275 hot dipped galvanized coating for base metal thickness less than 10 gage, 0.1345 inch (3.42 mm), and factory punched holes and slots. 2. Structural Performance: Maintain load and movement capacity required by applicable code, when evaluated in accordance with AISI S100-12. 3. Fixed Connections: Provide non-movement connections for tie-down to foundation, floor-to-floor tie-down, roof-to-wall tie-down, joist hangers, gusset plates, and stiffeners.

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4. Wall Stud Bridging Connections: Provide mechanical load-transferring devices that accommodate wind load torsion and weak axis buckling induced by axial compression loads. Provide bridging connections where indicated on the drawings. 2.03 FASTENERS A. Self-Drilling, Self-Tapping Screws, Bolts, Nuts and Washers: Hot dip galvanized per ASTM A153/A153M. B. Anchorage Devices: Powder actuated. 2.04 ACCESSORIES A. Bracing, Furring, Bridging: Formed sheet steel, thickness determined for conditions encountered; finish to match framing components. B. Touch-Up Primer for Galvanized Surfaces: SSPC-Paint 20 Type I - Inorganic, complying with VOC limitations of authorities having jurisdiction. PART 3 EXECUTION 3.01 EXAMINATION A. Verify that building framing components are ready to receive work. B. Verify field measurements and adjust installation as required. 3.02 INSTALLATION OF STUDS A. Install components in accordance with manufacturers' instructions and ASTM C1007 requirements. B. Construct corners using minimum of three studs. Install double studs at wall openings, door and window jambs. C. Install load bearing studs full length in one piece. Splicing of studs is not permitted. D. Coordinate placement of insulation in multiple stud spaces made inaccessible after erection. E. Provide deflection allowance in stud track, directly below horizontal building framing at non- load bearing framing. F. Attach cross studs to studs for attachment of fixtures anchored to walls. G. Install framing between studs for attachment of mechanical and electrical items, and to prevent stud rotation. 3.03 INSTALLATION OF JOISTS AND PURLINS A. Install framing components in accordance with manufacturer's instructions. B. Make provisions for erection stresses. Provide temporary alignment and bracing. END OF SECTION

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SECTION 061000 ROUGH CARPENTRY PART 1 GENERAL 1.01 SECTION INCLUDES A. Sheathing. B. Fire retardant treated wood materials. C. Miscellaneous framing and sheathing. D. Concealed wood blocking, nailers, and supports. 1.02 REFERENCE STANDARDS A. AFPA (WFCM) - Wood Frame Construction Manual for One- and Two-Family Dwellings. B. ASTM A153/A153M - Standard Specification for Zinc Coating (Hot-Dip) on Iron and Steel Hardware. C. ASTM C578 - Standard Specification for Rigid, Cellular Polystyrene Thermal Insulation. D. ASTM C1177/C1177M - Standard Specification for Glass Mat Gypsum Substrate for Use as Sheathing. E. ASTM C1289 - Standard Specification for Faced Rigid Cellular Polyisocyanurate Thermal Insulation Board. F. ASTM C1396/C1396M - Standard Specification for Gypsum Board. G. ASTM D2898 - Standard Test Methods for Accelerated Weathering of Fire-Retardant- Treated Wood for Fire Testing. H. ASTM E84 - Standard Test Method for Surface Burning Characteristics of Building Materials. I. AWPA U1 - Use Category System: User Specification for Treated Wood. J. PS 1 - Structural Plywood. K. PS 2 - Performance Standard for Wood-Based Structural-Use Panels. L. PS 20 - American Softwood Lumber Standard. 1.03 SUBMITTALS A. See Section 013000 - Administrative Requirements, for submittal procedures. B. Product Data: Provide technical data on insulated sheathing, wood preservative materials and application instructions. 1.04 DELIVERY, STORAGE, AND HANDLING A. General: Cover wood products to protect against moisture. Support stacked products to prevent deformation and to allow air circulation. B. Fire Retardant Treated Wood: Prevent exposure to precipitation during shipping, storage, or installation. PART 2 PRODUCTS 2.01 GENERAL REQUIREMENTS A. Dimension Lumber: Comply with PS 20 and requirements of specified grading agencies. 1. If no species is specified, provide any species graded by the agency specified; if no grading agency is specified, provide lumber graded by any grading agency meeting the specified requirements.

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2. Grading Agency: Any grading agency whose rules are approved by the Board of Review, American Lumber Standard Committee (www.alsc.org) and who provides grading service for the species and grade specified; provide lumber stamped with grade mark unless otherwise indicated. 2.02 CONSTRUCTION PANELS A. Sheathing: Oriented strand board wood structural panel; PS 2, with factory-applied fire- retardant treatment and fire-resistant cementitious facer. 2.03 FACTORY WOOD TREATMENT A. Treated Lumber and Plywood: Comply with requirements of AWPA U1 - Use Category System for wood treatments determined by use categories, expected service conditions, and specific applications. 1. Fire-Retardant Treated Wood: Mark each piece of wood with producer's stamp indicating compliance with specified requirements. PART 3 EXECUTION 3.01 INSTALLATION - GENERAL A. Select material sizes to minimize waste. B. Reuse scrap to the greatest extent possible; clearly separate scrap for use on site as accessory components, including: shims, bracing, and blocking. C. Where treated wood is used on interior, provide temporary ventilation during and immediately after installation sufficient to remove indoor air contaminants. 3.02 BLOCKING, NAILERS, AND SUPPORTS A. Provide framing and blocking members as indicated or as required to support finishes, fixtures, specialty items, and trim. 3.03 INSTALLATION OF CONSTRUCTION PANELS A. Subflooring/Underlayment Combination: Glue and nail to framing; staples are not permitted. 3.04 SITE APPLIED WOOD TREATMENT A. Apply preservative treatment compatible with factory applied treatment at site-sawn cuts, complying with manufacturer's instructions. B. Allow preservative to dry prior to erecting members. 3.05 TOLERANCES A. Framing Members: 1/4 inch (6 mm) from true position, maximum. B. Variation from Plane (Other than Floors): 1/4 inch in 10 feet (2 mm/m) maximum, and 1/4 inch in 30 feet (7 mm in 10 m) maximum. 3.06 FIELD QUALITY CONTROL A. See Section 014000 - Quality Requirements, for additional requirements. 3.07 CLEANING A. Waste Disposal: 1. Comply with applicable regulations. 2. Do not burn scrap on project site. 3. Do not burn scraps that have been pressure treated. 4. Do not send materials treated with pentachlorophenol, CCA, or ACA to co-generation facilities or “waste-to-energy” facilities.

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B. Do not leave any wood, shavings, sawdust, etc. on the ground or buried in fill. C. Prevent sawdust and wood shavings from entering the storm drainage system. END OF SECTION

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SECTION 096813 TILE CARPETING PART 1 GENERAL 1.01 SECTION INCLUDES A. Carpet tile, fully adhered. 1.02 REFERENCE STANDARDS A. ASTM D2859 - Standard Test Method for Ignition Characteristics of Finished Textile Floor Covering Materials 2016. B. ASTM E648 - Standard Test Method for Critical Radiant Flux of Floor-Covering Systems Using a Radiant Heat Energy Source 2017. C. CRI 104 - Standard for Installation of Commercial Carpet 2015. D. CRI (GLP) - Green Label Plus Testing Program - Certified Products Current Edition. E. NFPA 253 - Standard Method of Test for Critical Radiant Flux of Floor Covering Systems Using a Radiant Heat Energy Source 2015. 1.03 SUBMITTALS A. See Section 013000 - Administrative Requirements, for submittal procedures. B. Product Data: Provide data on specified products, describing physical and performance characteristics; sizes, patterns, colors available, and method of installation. C. Shop Drawings: Indicate layout of joints. D. Samples: Submit two carpet tiles illustrating color and pattern design for each carpet color selected. E. Manufacturer's Installation Instructions: Indicate special procedures and perimeter conditions requiring special attention. F. Maintenance Data: Include maintenance procedures, recommended maintenance materials, and suggested schedule for cleaning. G. Maintenance Materials: Furnish the following for Owner's use in maintenance of project. 1. See Section 016000 - Product Requirements, for additional provisions. 2. Extra Carpet Tiles: Quantity equal to 5 percent of total installed of each color and pattern installed. 1.04 QUALITY ASSURANCE A. Manufacturer Qualifications: Company specializing in manufacturing specified carpet tile with minimum three years documented experience. B. Installer Qualifications: Company specializing in installing carpet tile with minimum three years documented experience and approved by carpet tile manufacturer. 1.05 FIELD CONDITIONS A. Store materials in area of installation for minimum period of 24 hours prior to installation. PART 2 PRODUCTS 2.01 MANUFACTURERS: A. The following to be considered the basis of design: Shaw Contract Group, Open Work Collection or similar. Coordinate with Owner for final carpet selection.

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2.02 MATERIALS A. Tile Carpeting: Tufted, manufactured in one color dye lot. 1. Tile Size: 24 by 24 inch, nominal. 2. Color: provide manufacturer's color swatch for Architect's selection. 3. Construction: Multi-level pattern loop 4. Critical Radiant Flux: Minimum of 0.45 watts/sq cm, when tested in accordance with ASTM E648 or NFPA 253. 5. Surface Flammability Ignition: Pass ASTM D2859 (the "pill test"). 6. VOC Content: Provide CRI (GLP) certified product. 7. Gage: [1/10] inch. 8. Stitches: 10 per inch. 9. Protective Treatments: Soil Protection 10. Primary Backing Material: manufacturer's recommended. 2.03 ACCESSORIES A. Subfloor Filler: White premix latex; type recommended by flooring material manufacturer. B. Edge Strips: Embossed aluminum, color as selected by Architect. C. Carpet Tile Adhesive: Recommended by carpet tile manufacturer; releasable type. PART 3 EXECUTION 3.01 EXAMINATION A. Verify that subfloor surfaces are smooth and flat within tolerances specified for that type of work and are ready to receive carpet tile. B. Verify that wall surfaces are smooth and flat within the tolerances specified for that type of work, are dust-free, and are ready to receive carpet tile. C. Verify that subfloor surfaces are dust-free and free of substances that could impair bonding of adhesive materials to subfloor surfaces. D. Cementitious Subfloor Surfaces: Verify that substrates are ready for flooring installation by testing for moisture and alkalinity (pH). 1. Obtain instructions if test results are not within limits recommended by flooring material manufacturer and adhesive materials manufacturer. E. Verify that required floor-mounted utilities are in correct location. 3.02 PREPARATION A. Prepare floor substrates as recommended by flooring and adhesive manufacturers. B. Remove subfloor ridges and bumps. Fill minor or local low spots, cracks, joints, holes, and other defects with subfloor filler. C. Vacuum clean substrate. 3.03 INSTALLATION A. Starting installation constitutes acceptance of subfloor conditions. B. Install carpet tile in accordance with manufacturer's instructions. C. Blend carpet from different cartons to ensure minimal variation in color match. D. Cut carpet tile clean. Fit carpet tight to intersection with vertical surfaces without gaps.

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E. Lay carpet tile in square pattern, with pile direction parallel to next unit, set parallel to building lines. F. Fully adhere carpet tile to substrate. G. Trim carpet tile neatly at walls and around interruptions. H. Complete installation of edge strips, concealing exposed edges. 3.04 CLEANING A. Remove excess adhesive without damage, from floor, base, and wall surfaces. B. Clean and vacuum carpet surfaces. END OF SECTION

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SECTION 34 77 39 BAGGAGE HANDLING

PART 1 GENERAL 1.1 ABBREVIATIONS & DEFINITIONS A. Abbreviations The following abbreviations and acronyms may be used throughout this document. BHS BHSC Baggage Handling System Contractor B. Definitions 1. Baggage Handling System (BHS): All project content, including equipment, installation materials, interfaces, components, hardware, software, installation, coordination, and construction supervision of computers, PLC, controls, and control hardware and software, management and support services required to implement the work and supply a fully functioning system as described by the Contract Documents. 2. BHS Contractor (BHSC): Equipment Contractor, Equipment Supplier, Baggage Contractor, Baggage Handling System Contractor Supplier, and Contractor, and will mean the firm or company that is responsible for the design, engineering, manufacture, modification, installation, testing, warranty and technical support of the conveyor equipment and systems required to implement the work and supply a fully functional system as described by the Contract Documents. 1.2 SYSTEM OVERVIEW A. New Baggage Handling System The new domestic inbound baggage handling system consists of a single ‘C’ shaped palette loop conveyor system as shown in plans. B. Project Overview The extent of the work shown on the plans and as specified herein is defined to include all labor, materials, equipment, and supervision required for the design, fabrication, installation, testing and training of the particular baggage handling system. Descriptions and requirements indicated by the Contract Documents establish basic arrangements, visual concepts, dimensions and modules of units, profiles and sightlines of members, performance, function and operation. Within these limitations, the BHSC must construct the Work to meet arrangements, visual concepts, design criteria and like requirements indicated by the Contract Documents and include components not indicated but necessary for performance, function, operation and to be considered a permanent and safe operating system. C. Mechanical, Electrical, and Controls Field Survey 1. BHSC must perform a complete mechanical and electrical field survey prior to preparation of Shop Drawings and must identify all conflicts created by or resulting from existing conditions or work by others. BHSC must propose adjustments to horizontal and vertical conveyor dimensions as needed to accommodate such conflicts and/or to meet the requirements of the Contract Documents. D. Installation BHSC must furnish and install all necessary equipment to provide a complete, operable and maintainable system including but not limited to: conveyor bed sections, drives, sideguards, floor supports, stainless steel panels and conveyor trim, fire/security doors, draft curtains, control panels, conduit and wiring, all controls including interface with all baggage-related equipment and any other materials or equipment required to provide a complete, operable and maintainable system in complete compliance with this specification. E. Standardization The BHSC must use one specified manufacturer for a specific component throughout the project.

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F. Demolition of Existing Conveyors 1. BHSC must demolish all required existing conveyors as identified within the plans, including; all conveyor bed sections, drives, sideguards, floor supports, stainless steel panels and conveyor trim, fire/security doors, draft curtains, guard rails, control panels, conduit and wiring, all controls (back to source) to return the facility back to its original condition. 2. The Owner will have first right of refusal on all existing conveyor equipment to be removed. The BHSC must remove and palletize the components the owner has requested to salvage. Any removed conveyor equipment remaining will become property of the BHSC and must be removed from the site in a timely manner. At no time will conveyor equipment to be removed remain on site in excess of 48 hours without written approval from the Owner. 1.3 SYSTEM REQUIREMENTS A. Required System States and/or Modes 1. The system shall enter an "ON" state if control power source is activated. a. The system shall enter an "OFF" state if control power source is deactivated. 2. The system shall enter an "OFF" state if the emergency shutoff button is pressed. 3. The system shall stay in an "ON" state if baggage is present. 4. The system shall enter a "Baggage Clear" state if no baggage is on transport system. a. The system shall minimize the rotation to less than 2 full rotations once no baggage is on the transport system to minimize overall power consumptions. 1) The system shall collect all unclaimed baggage from transport system for retrieval by airline personnel. 2) The system shall enter an "OFF" state after the system enters a "Baggage Clear" state. 5. The system shall support in accordance with CFR regulation 29-1910.147 by entering a "Lock Out Tag Out" state when being maintained. B. Technology: Sensor 1. The system shall have a sensor that detects baggage. 2. The system shall perform sensor checks to ensure the sensor is operational. 3. The system shall optimize sensor location points to a functional confidence level of at least 90%, to ensure baggage distribution. a. The system shall prevent closure of baggage entrance doors when obstruction is present. b. The system shall prevent closure of baggage exit doors when obstruction is present. 4. The system shall have sensors that detect any impediment of motion. a. The system shall stop if it detects any abnormal impediment of motion at a level to be determined through independent testing. C. Technology: Transport Component/Automatic Doors 1. The system shall support a load capacity of at least 200lbs. per linear ft. 2. The system shall incorporate a conveying material that supports the life-time of the system. a. The system shall have planned preventative maintenance routines that occur every month. 1) The system shall have planned preventative maintenance routines that allows the maintenance team to complete in 90 min. 3. The system shall minimize climate transfer from external system to interior system. a. The system shall minimize heat transfer from external to interior of system. b. The system shall minimize dust transfer from external to interior of system.

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c. The system shall minimize precipitation transfer from external to interior of system. d. All field components used within the system must be suitable for use under harsh environmental conditions (e.g. temperature, soiling, electrically contaminated environments, vibrations, shocks, high humidity, and various climate temperatures). e. All mechanical components must operate satisfactorily within a temperature range of 20°F to +140°F, with a relative humidity of 0 to 100 percent (non-condensing on optical surfaces). 4. The system shall move the belt at a rate of at least 90 feet per minute. 5. The system shall accommodate odd-sized baggage up to 115 linear inches. 6. The system shall accommodate oversized baggage. 7. The system shall support baggage length and width and height from 3in(W)x6in(L)x22in(H) to 33in(W)x54in(L)x35.5in(H). 8. The system shall support individual baggage weight up to 120 pounds. 9. The system shall incorporate automatic doors that control entrance and exit points for baggage. a. The automatic doors shall prevent unauthorized access between the inside and the outside. b. The automatic doors shall be monitored by sensors to operate the opening and closing of the doors. 10.The BHS must handle items safely and securely while traveling through the system without causing interruption to the systems’ operation. The system must be able to process tubbed articles such as: car seats, garment bags, soft-sided bags, as well as items with loose straps, strings, ropes, or hooks. 11. A minimum of 36” of vertical clearance for normal bags from the conveying surface to the underside of any building members or utilities must be maintained. If conditions exist where this clearance cannot be maintained, BHS Contractor (BHSC) must notify Architect and the Owner in writing as soon as possible for any clearance deviations. D. Decking: 1. Each claim unit must be provided with a ¾” fire resistant plywood decking supported by a framework designed for a live load of 75 pounds per square foot. 2. An access door must be provided in the vicinity of the drive section, beacon locations and as shown in plans and must be of sufficient size to permit removal of drive assembly components. 3. In public areas, the top of the deck will be carpeted by BHSC. E. Portability and Operability: 1. The system shall transport baggage from the loading door to the baggage claim area for passenger collection. 2. The system shall allow baggage input through the airline sector. 3. The system shall be accessible for passengers who are of age to fly alone. 4. The system shall actuate an alert notification when activated to allow passengers and surrounding personnel to be aware that the system will be in motion. a. The system shall alert with an audible tone that the system will be in motion. b. The system shall utilize a light as a visual aid to alert surrounding passengers and personnel. 5. The system shall maximize surrounding space for baggage transition from belt to passenger. 6. The system shall allow access for airline employees to input baggage. 7. The system shall have visual warnings around baggage transport system to allow surrounding personnel to be aware of potential hazards. 8. The system shall allow operability by a single employee.

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9. Provide and mount all safety signs and graphics for the new BHS equipment. Provide pre-printed phenolic or metal signs permanently mounted to the equipment, walls, or structure for which they are intended. Warning and caution signs must be visible to personnel accessing and working within the conveyor areas. Signage should be in English and Spanish. F. Safety: 1. Passenger Safety a. The system shall detect hazardous human interaction to minimize hazardous conditions. b. The system shall minimize the number jamming/pinching points to reduce injury. c. The system shall display visual cues and text in both English and Spanish to alert passengers of hazards from moving parts. d. The system shall incorporate means to minimize hazards in all of its operating states and modes. 2. Airline/Maintenance Employee Safety a. Refer The system shall minimize exposed moving parts. b. The system shall support OSHA regulation CFR 291910.147 and have unobstructed emergency stop buttons within reach of employees, both inside and outside. c. The system shall incorporate a lockout procedure in accordance with OSHA guideline CFR 291910.147 when maintaining the baggage transport system. G. Ergonomic Requirements: 1. The system shall provide minimum separation from baggage claim unit to baggage trolley carts. 2. The system shall support OSHA noise exposure CFR 1910.95. 3. The system shall incorporate a design that minimizes musculoskeletal risk to users. 4. The system shall have a baggage transport system that is long enough to support the upper limit of baggage volume associated with airport arrival flights. a. The system shall increase flow control that optimizes the distribution of baggage 5. The system shall allow a clear view for passengers to locate their baggage from the point of passengers entering baggage claim room to the point of baggage entering passenger sector on transport system. H. Industry Standard: 1. The system shall provide lockout/tagout procedures that are in accordance with CFR 29-1910.147 2. The system shall provide controls that are readily available and clearly labeled for operators to use. 3. The equipment provided must not cause interference with communications within the airport or between the airport and or ground vehicles. 4. BHSC must provide power and control wiring to all BHS electrical equipment. 5. All electrical installation must meet the requirements of the national, state and local code referenced under NEC 2014. I. Maintenance: 1. The system shall cost no more than $10,000 to maintain yearly. 2. The system shall incorporate an alternative source of baggage distribution when baggage system is non-operational. 3. The system shall have an expected life span of at least 20 years.

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4. The system shall allow the maintenance team to access all system components in 60 minutes or less. a. The system shall incorporate maintenance accessibility and standard procedures that optimizes maintenance completion. 5. The system shall be able to be maintained with non-proprietary tools. 6. Equipment components requiring inspection and servicing must be readily accessible. J. Baggage Handling Spare Parts: 1. The BHSC must include in their price, as a separate line item. 2. Spare parts will subsequently be procured against the Final Spare Parts List prepared in conjunction with the Draft Operations and Maintenance Manuals and as modified and accepted by the Owner. 3. All spares must be new and identical to the parts furnished on the original equipment. 4. Classification: a. BHSC will classify the spare parts based on the following characteristics: 1) Capital Spares Capital Spares are vital spares for critical equipment that may have substantial impact on operations, and are dependent upon how long the products will still be available; which products are no longer available; and if the item is obsolete or likely to be obsolete in 6 months’ time. 2) Insurance Spares An insurance item is a spare part that will be used to replace a failed identical part in operating equipment whose penalty cost for downtime is very high. Hence, by definition, it is an insurance against such failures for which the down time costs are very high, and parts which have long lead times. They do not become obsolete until the parent equipment is retired from service no matter if they do not move for many years. 3) Overhaul Spares Spare parts which must be replaced every time the equipment is dissembled and re-assembled, and are dependent upon how long the products will still be available; which products are no longer available; and if the item is obsolete or likely to be obsolete in 6 months’ time. 4) Wear and Tear Spares Spare parts which have regular wear and tear in the course of operation of the equipment and need to be replaced after definite number of hours of equipment operation or deteriorating condition; how long the current delivery times are; can the asset in service be repaired in an acceptable lead time (repair rather than replace); and when required, can the item be delivered by a vendor in an acceptable lead time (quick/local delivery). 5) Consumable Spares and Commercial Off the Shelf (COTS) These are regularly used items such as lubrication, fasteners, seals, bearings, etc. and can be purchased locally. b. Quantities 1) BHSC will quantify the spare parts based on the following characteristics: a) The quantity of Capital, Insurance, and Overhaul Spares must be a minimum of two per type of equipment (i.e. two merge belts or power turn belts per each size of merge or power turn unit, two gear boxes or motors for each drive train), up to 10% of the total quantity. b) The quantity of Wear and Tear Spares must be 5% of the total quantity of equipment. c) The quantity of Consumable Spares and COTS must be 1% of the

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total quantity of equipment. K. Acceptance and Testing: 1. Perform system testing in accordance with the BHSC’s Owner-approved test plan. The test plan must be submitted to the Owner and Architect for review and approval at least 45 days prior to the operation start-up date for the BHS(s). Testing should include static and dynamic electric, static and dynamic mechanical, functional testing and load test. 2. Contractor shall perform cost for project testing. 3. Prior to the BHS being approved, the following must be completed, at a minimum: a. BHSC Static, Dynamic, Functional and Load Testing b. Owner Static, Dynamic and Functional Testing L. Training: 1. Training for Airport personnel to cover the operational functions of all systems and all pertinent sections of the Operations and Maintenance Manual. Training including hands-on training. Hands-on training includes actual troubleshooting, adjustment of equipment, and component removal/replacement. M. Warranty: 1. BHSC must warrant the BHS equipment for one year against defective parts and labor. 2. BHSC must warrant all BHS equipment for five years against defective design. 3. BHSC must transfer all warranties for materials and equipment received from subcontractors and suppliers. 4. BHSC must warrant against defective parts and labor for all relocated/reused and refurbished BHS equipment for one year. 5. The design warranty must guarantee that the design application and overall system integration of the BHS components, sub-components, assemblies, sub-assemblies and parts utilized are free from faults, patent infringements and defects in design, application and/or integration. 6. Excessive wear will be considered a defect within these provisions. 7. If, within the warranty period described in the general warranty terms, from the effective date of the warranty, the work or the system or any equipment or material is found in any respect to not conform to the warranty set forth herein, Owner or designee will notify BHSC. The BHSC shall acknowledge and propose timely corrective action within one business day of notification of non-conformance. 8. Parts for warranty work must be shipped freight pre-paid to the location specified by the Owner. If requested by the BHSC, failed/malfunctioning parts may be returned to the BHSC. FOB, within 10 days of notification of detection of such failed/malfunctioning parts. 9. Parts taken from spare parts inventory to complete warranty service work must be replaced by the BHSC within two weeks of removal notification. 10. Owner may choose to perform the normal warranty labor repair work with its maintenance staff at the BHSC’s expense. BHSC must provide labor for work related to design deficiencies. 1.4 REFERENCE STANDARD Products specified by Reference Standard allow the use of any product meeting those standards or description. The following information from G&S Airport Conveyor is used as a Reference Standard for products and/or materials used in this project.

END OF SECTION

019-0173 347739 - 6 YIA Baggage Carousel Replacement Baggage Handling

Baggage Claim / Make-up Solutions – Section 4.2 Pallet Loop Conveyor

ADVANTAGES : GENERAL

 Modular Components The conveying surface is comprised of individual crescent shaped pallets that are  Robust Construction mechanically fastened to an underlying  Flexible Configurations series of carriages. Any number of carriages can be linked together to provide an endless set of linkages, completing a continuous conveying loop. OVERVIEW :

Each carriage and pallet assembly is The pallet loop conveyor features a re- supported by two parallel, load-carrying circulating loop of crescent shaped pallets wheel raceways. Populated with wheels inked together, providing an endless, every 4” (102mm), the result is a minimum of articulating conveyor surface which can be ten wheels supporting the pallet and its load configured to many shapes. This unit is at any point along the conveyor’s length. suitable for baggage claim and baggage The large number of support wheels provides make-up functions in of all sizes. superior load bearing capabilities, reduced

friction, and smooth, quiet operation. Normally operating speed of 90 feet per minute, and capable of traveling clockwise or The bearing and guide wheels are counter-clockwise, the device can be either constructed using a high density plastic tire manually or automatically loaded. molded onto a precision, sealed-for-life ball

bearing. Manufactured with durable materials, finished to the highest standards, and complimented PALLETS with leading-edge mechanical and electrical components, this robust and reliable design Each pallet contains a structural steel core meets or exceeds all industry standards. that is accurately molded and suspended in

black polyurethane, resulting in a consistent

skin depth of 0.075” (2mm) that is finished

flat and true.

The quality controlled pallets meet and exceed the dynamic and static loads specified for pallet loop conveyors, supporting a dead weight of 250 pounds (113.4 kg) and a live load of 70 pounds per foot (104.16 kg/m), while experiencing no undue deflection or damage.

The overall pallet design results in superior strength and provides the wear and abrasion resistance to withstand both known and anticipated wear and tear in modern airport terminals.

Pallets are typically manufactured with a ¼" (6mm) steel core with an overall nominal thickness, of ⅜" (10mm), after the moulding process. A 5/16” (8mm) steel core is also available.

Jan-12 G&S Airport Conveyor: Product Catalogue 4.2.1

Baggage Claim / Make-up Solutions – Section 4.2 Pallet Loop Conveyor

CARRIAGES CENTER INFILL

Carriages are fabricated from mild steel, Pallet loops, intended for baggage claim machined to the designed 19½” (495mm) functions, typically require the open center pitch-length, then fitted with a self-aligning area to be enclosed and finished. This is joint. A pair of drive-lugs, located on the accomplished by installing fire-rated, underside and offset to one side, positively plywood decking material level with the top of engages the drive chain. An electro- the inner up-stand panelling, supported by a galvanized coating is applied to the finished metal framework, and finished with carriage for lasting protection. decorative covering .

Each carriage is fashioned with a center When a drive unit is installed in a public guide wheel assembly which leads each area, an access hatch is required over the pallet / carriage assembly along and around motor / gearbox unit to allow for regular the pre-formed track way. maintenance.

FRAMEWORK DRIVE

The pallet loop framework, assembled in The pallet loop drive module incorporates 10’-0” (3048mm) long straight and 90° curve the proven caterpillar drive principal, modules, is manufactured from formed and where an endless chain meshes with and structural steel sections. The center guide drives against lugs affixed to the rails and bed rails form a continuous, fully underside of the carriages. No less than supported frame structure. The formed unit two carriages are positively engaged at is mounted above the floor, and supported any time, resulting in a direct mechanical and levelled on robust screw adjustable legs. link between the gear motor and the conveying surface. CONVEYOR TRIM / FINISHING Powered by a direct drive motor / gearbox, Pallet loops utilized for baggage claim assembly selected for reliability, low noise functions are finished with 12 gauge characteristics and ease of maintenance, stainless steel (type 304, # 4 brush finish) in the unit is complimented by a variable public areas, and in areas unseen by the frequency drive (VFD). This combination public, 12 gauge galvanized mild steel is provides the speed reduction required and used. an electronic soft start / stop function, allowing for smooth acceleration and Pallet loops utilized for baggage make-up , deceleration, with minimal shock loading. are finished in galvanized mild steel. As an added benefit, the unit can be An optional guard rail provides protection adjusted down to 1-2 fpm (0.005-0.010 from baggage carts and tugs potentially mps) for inspection and maintenance. causing undue damage to the device. These can be placed at strategic locations or can be The gear motor and wall mounted control fully encompassing. cabinet are typically located on the non- public side of operations to accommodate Typically, baggage is prevented from spilling regular access and maintenance. Other into the center of the pallet loop by providing drive methods are available, but this is the a formed, 7¼” (184mm) tall, up-stand trim proven and preferred method. panel, usually forming part of an optional center infill.

Jan-12 G&S Airport Conveyor: Product Catalogue 4.2.2

Baggage Claim / Make-up Solutions – Section 4.2 Pallet Loop Conveyor

PALLET LOOP CONVEYOR SPECIFICATIONS Description G&S Standards

Dimensions

Exposed Moving Width ("A") 32 11/16" (830mm)

Effective Conveying Width ("A2") 40 9/16" (1030mm) Overall Width ("B") 9'-4⅝" (2861mm) minimum Floor to Pallet Height ("C") 12" (305mm) minimum Upstand Height ("D") 7¼" (184mm) Centreline Radius ("R") 36" (914mm) Inner Radius ("Ri") 15¾" (400mm) Outer Radius ("Ro") 56¼" (1429mm) Standard Module Length 9'-10⅛" (3000mm)

Specifications

Speed 90 ft/min (27.43 m/min) Pallet Pitch 19½" (495mm) Pallet Core Material ¼" (6mm) or 5/16" (8mm) Structural Steel Pallet Outer Material Black Polyurethane

Materials & Finish Application Public View Non-Public View Trim / Finish 12 ga Stainless Steel, 12 ga Mild Steel, Galvanized Type 304, #4 Brush Toe Kick 6" (152mm) Black Cove Base on 12 ga Galvanized Mild Steel 12 ga Mild Steel

Drive Options Standard Optional Application Make Model Make Model 90 Deg. SEW Eurodrive SA - Hollow Shaft Morse Reducer ST - TorqLOC Dodge Ti-Gear Belt Drive Baldor (motor) Reliance (motor) Dodge (speed TXT reducer)

Jan-12 G&S Airport Conveyor: Product Catalogue 4.2.3

Section 8.0 Electrical Controls

OVERVIEW:

G&S Airport Conveyor believes that a comprehensive conveyor control system is vital to a reliable and efficient automated baggage system. Whether a system is newly installed or is integrated with existing equipment, our controls group works closely with our customers to design and build a conveyor control system matching client requirements.

CONTROLS

G&S Airport Conveyor conveyors are controlled using approved, high quality, reputable electric components which are typically selected according to the governing specifications of the project, and those best suited to client needs.

The baggage handling system is typically SPECIAL FEATURES controlled by a Programmable Logic Controller (PLC) or a PC based control All G&S Airport Conveyor control systems system. The type of controller can be used in buildings can be selected based on customer specification, fully integrated with standard or custom as well as present and future requirements. features to ensure a functional, yet flexible The control system is typically located in an system. approved electrical panel which is positioned in close proximity to the system that is being All conveyors are provided with simple start controlled. As an alternate arrangement, the / stop controls. To prevent undue load on controller could be located in a room the electrical system, sequential starting is designated specifically for controls. In either normally used. This involves starting each situation, all wiring to and from the controller drive motor in turn, with an adjustable time is always carefully marked with an identifier, delay between each start. Additional correlated to the supplied working drawings. features such as variable frequency drives (VFD) and an electronic soft-start can also Operator interface control stations are be fitted to most drive units. located in strategic positions along the route of the conveyor, containing the essential Optical sensing devices (photo eyes) are operating controls for the system. Duplicate strategically placed along the length of the controls can be located at the system control conveyors system. Over-height sensors are panel either by mounting parallel buttons or used to detect any baggage items that are by providing a Man Machine Interface panel over height. These are adjustable and are (MMI) directly on the panel door. Parallel usually set during installation to a suitable buttons provide a simple, cost effective limit. Similar devices are used to detect solution, whereas the MMI terminal provides jammed baggage. Normally fitted to the both direct control over the system and real power curves, these sensors can be located time status of both the system and its sub- at any point where a potential baggage jam components. may occur. If activated, these devices will stop the conveyor belt at once.

Jan-12 G&S Airport Conveyor: Product Catalogue 8.0.1

Section 8.0 Electrical Controls

When actuated, all safety devices will set off All installations are performed by qualified an alarm signal and / or beacon. A reset electricians and controls technicians to switch is provided at the control station or ensure a safe and reliable system. Work is control panel, always requiring operator carried out according to the installation input to re-start the system. drawings, which are provided to both the installing electrician and the client. In all cases, before start up, a thorough check of the system must be performed to Upon system completion, a G&S Airport verify it is ready to operate and free of Conveyor technician will provide obstructions. Once clear and ready, an comprehensive on-site training. audible alarm will signal that the conveyor is about to operate. EDS SPECIALIZED CONTROLS

Conveyor run beacons can be provided to For complex Explosive Detection Systems show which sections of the system are G & S Airport Conveyor has partnered with operating. This feature is particularly Brock Solutions, an Engineering Solutions valuable if sequential starting is used. A Company, since 1998. Brock Solutions "press to test" switch is provided to test the designs, manufactures and commissions operation of all warning and run lamps. innovative automation systems and control software. G & S Airport Conveyor and Brock Information on other features that may be Solutions provide a combined site team to suited to specific customer needs is readily offer comprehensive conveyor controls available from G&S Airport Conveyor, upon solutions. request.

CONSTRUCTION AND INSTALLATION

G&S Airport Conveyor designers are involved throughout the manufacturing process, and take an active role in checking each stage. All equipment is thoroughly tested before leaving the factory to ensure it is working correctly. All items are packaged in water tight and shock resistant containers to ensure that they arrive on site in good condition. This results in reduction of unforeseen installation problems to an absolute minimum.

All materials used in electrical construction have been selected for their quality and reliability. Panels, motor controls, motors, and all electrical equipment are the products of approved manufacturers only.

Jan-12 G&S Airport Conveyor: Product Catalogue 8.0.2

Auxiliary Equipment – Section 7.2 Draft Curtains

ADVANTAGES:

ƒ Finish Public Wall Openings ƒ Block Airflow Between Public and Non-Public Areas ƒ Obscure Public View into Air-Side Operations

OVERVIEW:

Draft curtains are typically mounted in wall openings where baggage conveyors pass from public areas to non-public areas.

Two rows of overlapping, black vinyl strips are fixed to the top of the wall opening using a metal frame. This arrangement allows baggage to pass through easily, while obscuring public view into air-side operations and preventing airflow exchange between the two areas.

Draft curtains are a necessary barrier in typical conveyor operations that provide a pleasing aesthetic finish to public-viewed wall openings.

01/18/05 G&S Airport Conveyor: Product Catalogue 7.2.1

Auxiliary Equipment – Section 7.3 Fire / Security Doors

ADVANTAGES:

ƒ Ensure ƒ Fire-Rated Partition ƒ Integrated With Conveyor Operations

OVERVIEW:

Fire and security doors normally consist of a motorized, roll-up, shutter-type steel door, and are typically installed in two locations: y Where baggage conveyors pass through wall openings between public and non- public areas, requiring a partition to maintain airport security. y Where baggage conveyors pass through fire-rated walls.

Manufactured in various heights and widths, these doors are available in stainless, primed or galvanized steel finish.

Fire and security doors are typically integrated with conveyor operations, sequenced to open and close as conveyors start and stop, ensuring airport security and / or fire-protection when not in service.

01/18/05 G&S Airport Conveyor: Product Catalogue 7.3.1