NEW TERMINAL BUILDING CONVEYOR PACKAGE - Prescott€¦ · d. conveyor contractor shall coordinate...

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CONVEYOR PACKAGE GENERAL NOTES A. THE CONVEYOR SHALL BE A COMPLETE OPERATIONAL SYSTEM B ALL KEYNOTES DENOTE NEW CONSTRUCTION UNLESS NOTED OTHERWISE C. CONVEYOR CONTRACTOR SHALL COORDINATE WITH TERMINAL BUILDING CONTRACTOR D. CONVEYOR CONTRACTOR SHALL COORDINATE WITH OWNER / TERMINAL BUILDING CONTRACTOR FOR CONSTRUCTION SCHEDULING E. THERE IS A SEPARATE PROJECT FOR THE NEW TERMINAL BUILDING THAT WILL BE CONTRACTED TO A GENERAL CONTRACTOR. THERE ARE NOTES CONTAINED IN THESE DOCUMENTS FOR INFORMATION ONLY. THIS PROJECT SCOPE IS DENOTED AS 'CONVEYOR CONTRACTOR.' F. CONTRACTOR SHALL FIELD VERIFY AS CONSTRUCTED CONDITIONS PRIOR TO ANY WORK. CONTRACTOR SHALL NOTIFY THE ARCHITECT IN WRITING OF ANY AN CONDITIONS ENCOUNTERED IN THE FIELD THAT DO NOT CORRESPOND WITH THE INTENT INDICATED ON THE DRAWINGS. G. THE BAGGAGE HANDLING SYSTEM SHALL ALLOW FOR THE TRANSPORT OF OVERSIZE BAGGAGE. THE POWER CURVES SHALL HAVE A MINIMUM INSIDE RADIUS OF 54 INCHES. WE CERTIFY TO THE BEST OF OUR KNOWLEDGE AND BELIEF THAT THE DESIGN OF THE PROJECT COMPLIES WITH THE APPLICABLE PROVISIONS OF THE REQUIREMENTS OF SECTION 34-401 TO 34-411 INCLUSIVE OF THE STATUTES OF THE STATE OF ARIZONA. THE CONVEYOR DESIGN AND SHOP DRAWINGS TO BE DEFERRED SUBMITTAL TO THE CITY OF PRESCOTT, AFTER REVIEW BY THE ARCHITECT / ENGINEER OF RECORD. REVIEW AND ACCEPTANCE BY BOTH THE ARCHITECT / ENGINEER AND THE BUILDING OFFICIAL MUST BE RECEIVED PRIOR TO THE ERECTION OF THE ABOVE MENTIONED ITEM. DEFERRED SUBMITTALS ADA REGULATIONS NEW TERMINAL BUILDING ACCESS ROADWAY TERMINAL PARKING DROP OFF / PICKUP TERMINAL PARKING EXISTING TERMINAL LARGE HANGAR ADMIN. BUILDING NEW TERMINAL BUILDING CONVEYOR PACKAGE 2333 North Central Avenue 602.264.9731 Phoenix Arizona 85004 dwlarchitects.com AS BUILT DATE DRN: SHEET DRWING DATE: DES: DATE: CK: DATE: SCALE: PRC PROJECT NO. 19603 DIBBLE PROJECT NO 1018102.01 DWL PROJECT NO.1834.00 NEW TERMINAL CONVEYOR PACKAGE BID SET - 8/7/19 As indicated GC001 PROJECT DATA & GENERAL NOTES Author 08/07/19 CITY OF PRESCOTT PRESCOTT REGIONAL AIRPORT Designer Checker 08/07/19 08/07/19 ARCHITECTURAL LATEST REVISION ORIG. 08/07/19 AC200 OVERALL TERMINAL BUILDING REFERENCE PLAN 08/07/19 AC201 OUTBOUND BAGGAGE ENLARGED FLOOR PLAN 08/07/19 AC201A FUTURE OUTBOUND BAGGAGE 08/07/19 AC202 INBOUND BAGGAGE ENLARGED FLOOR PLAN 08/07/19 AC251 CONVEYOR DETAILS 08/07/19 AC252 CONVEYOR DETAILS DRAWING INDEX GENERAL LATEST REVISION ORIG. 08/07/19 GC001 PROJECT DATA & GENERAL NOTES 08/07/19 GC101 TECHNICAL SPECIFICATIONS 08/07/19 GC102 TECHNICAL SPECIFICATIONS ELECTRICAL LATEST REVISION ORIG. 08/07/19 EC001 ELECTRICAL NOTES & SYMBOLS 08/07/19 EC501 TERMINAL CONVEYOR PLAN POWER 08/07/19 EC801 ELECTRICAL ONE-LINE DIAGRAMS 08/07/19 EC901 ELECTRICAL CALCULATIONS 1" = 100'-0" VICINITY PLAN REVISION BY DATE R E G I S T E R E D A R C H I T E C T C E R T I F I C A T E N O . A r i z o n a U . S . A . D A T E S I NE D G 35786 SANDRA M. KUKLA / / 08 07 19

Transcript of NEW TERMINAL BUILDING CONVEYOR PACKAGE - Prescott€¦ · d. conveyor contractor shall coordinate...

Page 1: NEW TERMINAL BUILDING CONVEYOR PACKAGE - Prescott€¦ · d. conveyor contractor shall coordinate with owner / terminal building contractor for construction scheduling e. there is

CONVEYOR PACKAGE GENERAL NOTES

A. THE CONVEYOR SHALL BE A COMPLETE OPERATIONAL SYSTEM

B ALL KEYNOTES DENOTE NEW CONSTRUCTION UNLESS NOTED OTHERWISE

C. CONVEYOR CONTRACTOR SHALL COORDINATE WITH TERMINAL BUILDING CONTRACTOR

D. CONVEYOR CONTRACTOR SHALL COORDINATE WITH OWNER / TERMINAL BUILDING CONTRACTOR FOR CONSTRUCTION SCHEDULING

E. THERE IS A SEPARATE PROJECT FOR THE NEW TERMINAL BUILDING THAT WILL BE CONTRACTED TO A GENERAL CONTRACTOR. THERE ARE NOTES CONTAINED IN THESE DOCUMENTS FOR INFORMATION ONLY. THIS PROJECT SCOPE IS DENOTED AS 'CONVEYOR CONTRACTOR.'

F. CONTRACTOR SHALL FIELD VERIFY AS CONSTRUCTED CONDITIONS PRIOR TO ANY WORK. CONTRACTOR SHALL NOTIFY THE ARCHITECT IN WRITING OF ANY AN CONDITIONS ENCOUNTERED IN THE FIELD THAT DO NOT CORRESPOND WITH THE INTENT INDICATED ON THE DRAWINGS.

G. THE BAGGAGE HANDLING SYSTEM SHALL ALLOW FOR THE TRANSPORT OF OVERSIZE BAGGAGE. THE POWER CURVES SHALL HAVE A MINIMUM INSIDE RADIUS OF 54 INCHES.

WE CERTIFY TO THE BEST OF OUR KNOWLEDGE AND BELIEF THAT THE DESIGN OF THE PROJECT COMPLIES WITH THE APPLICABLE PROVISIONS OF THE REQUIREMENTS OF SECTION 34-401 TO 34-411 INCLUSIVE OF THE STATUTES OF THE STATE OF ARIZONA.

THE CONVEYOR DESIGN AND SHOP DRAWINGS TO BE DEFERRED SUBMITTAL TO THE CITY OF PRESCOTT, AFTER REVIEW BY THE ARCHITECT / ENGINEER OF RECORD. REVIEW AND ACCEPTANCE BY BOTH THE ARCHITECT / ENGINEER AND THE BUILDING OFFICIAL MUST BE RECEIVED PRIOR TO THE ERECTION OF THE ABOVE MENTIONED ITEM.

DEFERRED SUBMITTALS

ADA REGULATIONS

NEW TERMINAL BUILDING

ACCESS ROADWAY

TERMINAL PARKING

DROP OFF / PICKUP

TERMINAL PARKING

EXISTING TERMINAL

LARGE HANGAR

ADMIN.BUILDING

NEW TERMINAL BUILDING

CONVEYOR PACKAGE

2333 North Central Avenue

602.264.9731

Phoenix Arizona 85004

dwlarchitects.com

AS BUILT DATE

DRN:SHEETDRWING

DATE:

DES:

DATE:

CK:

DATE:

SCALE:

PRC PROJECT NO. 19603 DIBBLE PROJECT NO 1018102.01

DWL PROJECT NO.1834.00

NEW TERMINAL CONVEYOR PACKAGE

BID

SE

T -

8/7

/19

As indicated GC001

PROJECT DATA & GENERAL NOTES

Author

08/07/19

CITY OF PRESCOTTPRESCOTT REGIONAL AIRPORT

Designer Checker

08/07/19 08/07/19

ARCHITECTURALLATEST REVISION ORIG.

08/07/19 AC200 OVERALL TERMINAL BUILDING REFERENCE PLAN

08/07/19 AC201 OUTBOUND BAGGAGE ENLARGED FLOOR PLAN

08/07/19 AC201A FUTURE OUTBOUND BAGGAGE

08/07/19 AC202 INBOUND BAGGAGE ENLARGED FLOOR PLAN

08/07/19 AC251 CONVEYOR DETAILS

08/07/19 AC252 CONVEYOR DETAILS

DRAWING INDEX

GENERALLATEST REVISION ORIG.

08/07/19 GC001 PROJECT DATA & GENERAL NOTES

08/07/19 GC101 TECHNICAL SPECIFICATIONS

08/07/19 GC102 TECHNICAL SPECIFICATIONS

ELECTRICALLATEST REVISION ORIG.

08/07/19 EC001 ELECTRICAL NOTES & SYMBOLS

08/07/19 EC501 TERMINAL CONVEYOR PLAN POWER

08/07/19 EC801 ELECTRICAL ONE-LINE DIAGRAMS

08/07/19 EC901 ELECTRICAL CALCULATIONS

1" = 100'-0"

VICINITY PLAN

REVISION BY DATE

REG

I STERED ARCH

I T ECT

CERTIF ICATE NO

.

A r i z ona U . S .A .

DATE

S I NEDG

35786 SANDRA M. KUKLA

//08 07

19

Page 2: NEW TERMINAL BUILDING CONVEYOR PACKAGE - Prescott€¦ · d. conveyor contractor shall coordinate with owner / terminal building contractor for construction scheduling e. there is

2333 North Central Avenue

602.264.9731

Phoenix Arizona 85004

dwlarchitects.com

AS BUILT DATE

DRN:SHEETDRWING

DATE:

DES:

DATE:

CK:

DATE:

SCALE:

PRC PROJECT NO. 19603 DIBBLE PROJECT NO 1018102.01

DWL PROJECT NO.1834.00

NEW TERMINAL CONVEYOR PACKAGE

BID

SE

T -

8/7/

19

GC101

TECHNICAL SPECIFICATIONS

Author

08/07/19

CITY OF PRESCOTTPRESCOTT REGIONAL AIRPORT

Designer Checker

08/07/19 08/07/19

08 33 23 Overhead Coiling Doors

1. Provide coiling-door curtain of interlocking metal slats, designed to withstand wind loading indicated, in a continuous length for width of door without splices. Unless otherwise indicated, provide slats of thickness and mechanical properties recommended by door manufacturer for performance, size, and type of door indicated.

2. Submit for review: a. Product Data: Submit manufacturer’s product data and installation instructions.b. Shop Drawings: Provide drawings indicating guide details, head and jamb

conditions, clearances, anchorage, accessories, finish colors, patterns and textures, operator mounts and other related information.

c. Closeout Submittal, including warranty information.

3. Installer Qualifications: Utilize an installer having demonstrated experience on projects of similar size and complexity, and trained and authorized by the door dealer to perform the work of this section.

4. At exterior locations, provide insulate slats with manufacturer’s standard thermal insulation comply with maximum flame-spread and smoke-developed indexes of 75 and 450 respectively, according to ASTM E 84. Enclose insulation completely within slat faces. Insulate to an R-8 value.

5. Provide stainless steel hood to entirely enclose coiled curtain and operating mechanism at opening head.

6. Basis of Design: Subject to compliance with requirements, provide DuraCoil, electric motor operation, Commercial Rolling door as manufactured by Raynor Door or comparable product acceptable to Architect.

a. Gauge: 20b. Slat Style:

i. Exterior: Flat Insulated Slats (IF)ii. Interior: Flat Slats (FF)

c. Finish: As indicated on drawings. d. Provide High-cycle torsion springs.e. Provide manufacturer’s recommended guide seals

7. Locks: Provide interlock switch with locking bar.

8. Electric door operator assembly of size and capacity recommended and provided by door manufacturer for door and operation-cycles requirement specified, with electric motor and factory-prewired motor controls, starter, gear-reduction unit, solenoid-operated brake, clutch, remote-control stations, control devices, integral gearing for locking door, and accessories required for proper operation.

9. Install door, guide and operating equipment complete with all necessary accessories and hardware according to door manufacturer’s written requirements.

10. Lubricate bearings and sliding parts, and adjust doors for proper operation, balance, clearance and similar requirement.

11. Remove temporary coverings and protection of adjacent work areas. Repair or replace installed products damaged prior to or during installation.

12. Clean installed products in accordance with manufacturer’s instructions prior to Owner’s acceptance. Remove and legally dispose of construction debris from project site.

14 54 10 Inbound Baggage Dispensing Systems

13. This Section includes furnishing and installation of the inbound (arrivals) baggage conveying and dispensing system including but not limited to: supports; entire machine and drive mechanisms; safety and control devices; internal electrical wiring of unit; claim devices; and related equipment for the baggage dispensing system for a complete installation as indicated.

14. The extent of the work is shown and is specified herein, and is defined to include all labor, materials, equipment and supervision required for the design, fabrication, installation and testing of the inbound baggage handling system specified herein.

15. Definitions:a. Defective Baggage Dispensing Device Work: Operation or control system failure,

including excessive malfunctions; performances below specified ratings; excessive wear; unusual deterioration or aging of materials or finishes; unsafe conditions; the need for excessive maintenance; abnormal noise or vibration; and similar unusual, unexpected, and unsatisfactory conditions.

b. Baggage Handling System (BHS) shall mean all components, installation materials, all necessary hardware, software, installation coordination, controls design and coordination, construction management and support services required to implement the work and supply a fully functioning “turnkey” system as described by the Contract Documents.

16. Performance Requirements: Rated Speed, 90 fpm (0.45 m/s).

17. Description:a. The pallet loop conveyor features a recirculating loop of crescent shaped pallets

linked together, providing an endless, articulating conveyor surface which can be configured to many shapes.

b. Include claim devices and related equipment for the baggage dispensing system indicated.

c. Provide a complete, operable and maintainable system on a “turnkey basis,”including all equipment, supports, header steel (unless otherwise specified), hangers, anchors, framing, trim, electrical power from the sources indicated, motors, motor starters, disconnects, controls, push buttons, conduit, wiring, etc. whether specifically shown and described, or implied in the plans and specifications wherever required to effectively accomplish the intended functions of the baggage dispensing system. In all cases where a device or part of the equipment is herein referred to in a singular number, it is intended that such reference shall apply to as many such devices as a re required to satisfactorily complete the installation.

d. Drawings are intended to generally outline the conveyor system configuration and function desired. Pertinent building dimensions are noted along with some specified conveyor dimensions and elevations. An attempt has been made to present approximate conveyor length and right-of-ways, but these shall necessarily be determined by review and inspection of building construction drawings and verified by actual field measurements prior to preparing shop and erection drawings.

18. Submittals: a. Product Data: Include capacities, sizes, performances, safety features, finishes,

and similar information.b. Shop Drawings: Show plans, elevations, sections, and details indicating

coordination with building structure and relationships with other construction. Indicate variations from specified requirements, maximum loads imposed on building structure at points of support, and power requirements. Indicate access and ventilation for machine space.

i. Mechanical: General arrangement and dimensions of equipment (plan, elevation, and sections); clearances, both horizontal and vertical, as related to the building structure and interferences; dimensions and details of required building preparations or modifications; location and dimensions of conveyor drives; location and detail of attaching conveyor supports to floors and overhead structures.

ii. Electrical: Schematics showing motor control panel and field control wiring; interior and front panel layout of motor control panels; pushbutton station layout; conduit diagrams showing location of controls, conduit sizes, and wire sixes and numbers.

iii. Structural: For major structural supports or electrical work, provide the shop drawings sealed by an Arizona professional engineer.

c. Samples: For exposed finishes, 3-inch- (75-mm-) square Samples of sheet materials, and 4-inch (100-mm) lengths of running trim members.

d. Manufacturer Certificates: Signed by manufacturer certifying that baggage dispensing system layout and dimensions, as shown on Drawings, and electrical service, as shown and specified, are adequate for baggage dispensing system being provided.

e. Qualification Data: For Installer.f. Operation and Maintenance Data: For baggage dispensing system to include in

emergency, operation, and maintenance manuals. In addition to items specified in Division 01 Section "Operation and Maintenance Data," include diagnostic and repair information available to manufacturer's and Installer's maintenance personnel.

g. Inspection and Acceptance Certificates and Operating Permits (if any): As required by authorities having jurisdiction for normal, unrestricted use of baggage dispensing system.

h. Warranty: Special warranty specified in this Section.

19. Quality Assurance:a. Installer Qualifications: Baggage dispensing system manufacturer or

manufacturer's authorized representative who is trained and approved for installation of units required for this Project.

b. Source Limitations: Obtain baggage dispensing system through one source from a single manufacturer.

c. Installer Qualifications: Engage the baggage dispensing system manufacturer or an installer approved by the baggage dispensing system manufacturer and who has completed moving walk installations similar in material, design, and extent to that indicated for Project which have resulted in installations with a record of successful in-service performance.

i. Small Systems: The Baggage Dispensing System Contractor must have a minimum of three years demonstrable experience as a Contractor/Installer of Baggage Dispensing System components with the completion of at least three installation with a minimum value of $250,000 per project.

d. Construct components of the system in accordance with all codes and standards and local laws and regulations, applicable to the design and construction of this type of equipment, which are generally accepted and used as good practice throughout the industry, i.e., NFPA, Underwriters, OSHA, SAE publications, and United National Standards. Design all parts and sub-assemblies in accordance with good commercial practice and assure safe, efficient and practical design in keeping with requirements peculiar to this type of system.

e. Workmanship: Ensure that all equipment is manufactured and installed in accordance with the best commercial practices consistent with the intended design and usage. Materials and components shall be new and free from defects. Do not supply used equipment, whether refurnished or reconditioned, unless indicated in the specifications or drawings.

20. Delivery, Storage and Handling:a. Deliver, store, and handle materials, components, and equipment in

manufacturer's protective packaging.b. Store materials, components, and equipment off of ground, under cover, and in a

dry location. Handle according to manufacturer's recommendations to prevent damage, deterioration, or soiling.

21. Coordination:a. Coordinate installation of sleeves, block outs, baggage dispensing system

equipment with integral anchors, and other items that are embedded in concrete or masonry for baggage dispensing system equipment. Furnish templates, sleeves, baggage dispensing system equipment with integral anchors, and installation instructions and deliver to Project site in time for installation.

b. Coordinate sequence of baggage dispensing system installation with other work to avoid delaying the Work.

c. Coordinate locations and dimensions of other work relating to baggage dispensing system including electrical service, and electrical outlets, lights, and switches.

22. Warranty:a. Manufacturer's standard form in which manufacturer agrees to repair, restore, or

replace defective baggage dispensing system work within one year from date of Substantial Completion.

23. Maintenance Servicea. Initial Maintenance Service: Beginning at Substantial Completion, provide one

years' full maintenance service by skilled employees of baggage dispensing system Installer. Include monthly preventive maintenance, repair or replacement of worn or defective components, lubrication, cleaning, and adjusting as required for proper baggage dispensing system operation at rated speed and capacity. Provide parts and supplies same as those used in the manufacture and installation of original equipment.

i. Perform maintenance, including emergency callback service, during normal working hours.

ii. Include 24-hour-per-day, 7-day-per-week emergency callback service. Response time, 4 hours or less.

24. Provide pre-engineered closed loop pallet (flat plate) type baggage dispensing system complying with requirements.

25. Manufacturers: Subject to compliance with requirements, manufacturers offering products that may be incorporated into the Work include, but are not limited to, the following:

a. G&S Airport Conveyor b. Daifuku Airport Technologiesc. Siemens Logistics, Airport Logistics Division.d. Five Star Airport Alliance.e. Vanderlande Industries.

26. The conveying surface is comprised of individual crescent shaped pallets that are mechanically fastened to an underlying series of carriages. Any number of carriages can be linked together to provide an endless set of linkages, completing a continuous conveying loop.

27. Each carriage and pallet assembly is supported by two parallel, load-carrying wheel raceways. Populated with wheels every 4” (102mm), the result is a minimum of ten wheels supporting the pallet and its load at any point along the conveyor’s length. The large number of support wheels provides superior load bearing capabilities, reduced friction, and smooth, quiet operation.

28. The bearing and guide wheels are constructed using a high density plastic tire molded onto a precision, sealed-for-life ball bearing.

29. Each pallet contains a structural stainless steel that is accurately molded and suspended in black polyurethane, resulting in a consistent skin depth that is finished flat and true.

30. 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 (341.7 kg/m), while experiencing no undue deflection or damage.

31. Pallets shall be manufactured with a minimum ¼” (6mm) stainless steel with an overall nominal thickness, of 3/8” (10mm), after the molding process.

32. Carriages are fabricated from mild steel, machined to the designed 19-1/2” (495mm) pitch-length, and then fitted with a self-aligning joint. A pair of drive-lugs located on the underside and offset to one side, positively engages the drive chain. An electro-galvanized coating is applied to the finished carriage for lasting protection.

33. Each carriage is fashioned with a center guide wheel assembly which leads each pallet/carriage assembly along and around the pre-formed track way.

34. The pallet loop framework, assembled in 10’-0” (3048mm) long straight and 90º curve modules, is manufactured from formed and structural steel sections. The center guide rails and bed rails form a continuous, fully supported frame structure. The formed unit is mounted above the floor, and supported and leveled on robust screw adjustable legs.

35. Pallet loops utilized for baggage claim functions shall be finished with 12 gauge stainless steel (type 304, #4 brush finish and members concealed from view, 12 gauge galvanized mild steel may be used.

36. Provide a guard rail at exterior for protection from baggage carts and tugs potentially causing undue damage to the device. These shall be fully encompassing at exterior.

37. Prevent baggage from spilling into the center of the pallet loop by providing a formed, 7-1/4” (184mm) tall minimum, up-stand trim panel, usually forming part of an optional center infill.

38. Pallet loops, intended for baggage claim functions, shall have the open center area enclosed and finished. This may be accomplished by installing fire-rated, plywood decking material level with the top of the inner up-stand paneling, supported by a metal framework and finished with decorative covering.

39. Provide an access hatch is required over the motor/gearbox unit to allow for regular maintenance.

40. The pallet loop drive module shall incorporate the manufacturer’s drive system.

41. Power by a direct drive motor/gearbox, assembly with reliabile, low noise characteristics and ease of maintenance, the unit is complimented by a variable frequency drive (VFD). This combination provides the speed reduction required and an electronic soft start/stop function, allowing for smooth acceleration and deceleration, with minimal shock loading.

42. Unit speed shall be adjustable for inspection and maintenance.

43. The gear motor and wall mounted control cabinet shall be located on the non-public side of operations to accommodate regular access and maintenance.

44. Materials:a. Stainless Steel: ASTM A 240/A 240M, Type 304. Satin Finishb. Steel Sheet: Cold-rolled steel sheet, ASTM A 1008/A 1008M, commercial steel,

Type B, exposed, matte finish.45. Exterior Portion of Baggage Dispensing Systems:

a. Fabricate exposed components from stainless steel, unless otherwise indicated.b. Provide enclosures complying with NEMA 250, Type 4 for electrical connections,

switches, and equipment.c. Provide totally enclosed fan-cooled motors.d. Equip pallet drive mechanism with automatic pallet drive-chain lubricators.e. Provide manufacturer’s recommended narrow profile guardrail for protection from

baggage carts and other vehicles.46. Security and Fire Door: Powered rolling counter security doors shall be provided where

shown on drawings at conveyor wall penetrations for baggage claim. Doors shall be manufactured Raynor Doors or approved equal. Doors shall have electric operators.

47. Examine baggage dispensing system areas, with Installer present, for compliance with requirements, installation tolerances, and other conditions affecting performance. Examine supporting structure and machine spaces; verify critical dimensions; and examine conditions under which baggage dispensing systems are to be installed.

a. Proceed with installation only after unsatisfactory conditions have been corrected.b. For the record, prepare written report, endorsed by Installer, listing dimensional

discrepancies and conditions detrimental to performance or indicating that dimensions and conditions were found to be satisfactory.

48. Comply with manufacturer's written installation instructions.

49. Set baggage dispensing systems true to line and level, properly supported, and anchored. Use established benchmarks, lines, and levels to ensure dimensional coordination of the Work.

50. Adjust installed components for smooth, efficient operation, complying with required tolerances and free of hazardous conditions. Lubricate operating parts, including bearings, tracks, chains, guides, and hardware. Test operating devices, equipment, signals, controls, and safety devices.

51. Acceptance Testing: On completion of baggage dispensing system installation and before permitting use of baggage dispensing systems, perform acceptance tests as required and recommended by manufacturer and by authorities having jurisdiction.

52. Advise Owner, General Contractor and authorities having jurisdiction in advance of dates and times tests are to be performed.

53. Engage a factory-authorized service representative to train Owner's maintenance personnel to operate, adjust, and maintain baggage dispensing systems. Refer to Division 01 Section "Demonstration and Training”.

54. Check operation of baggage dispensing systems with Owner's personnel present and before date of Substantial Completion. Determine that operation systems and devices are functioning properly.

55. Check operation of baggage dispensing systems with Owner's personnel present not more than one month before end of warranty period. Determine that operation systems and devices are functioning properly.

14 54 13 Outbound Baggage Dispensing Systems

56. This Section includes furnishing and installation of new outbound baggage system and the relocation of the existing baggage conveying system and includes supports, entire machine and drive mechanisms, belt assembly, safety and control devices, internal electrical wiring of unit, loading and transport conveyors, claim devices, and related equipment for the baggage system for a complete installation as indicated.

a. Integrate the new system into the existing TSA equipment and the make-up baggage equipment as indicated.

b. Completed system shall function as an integrated system.

57. Electrical service requirements to new and relocated baggage conveyor shall be coordinated with the General Contractor, and shall be part of this contract.

58. The extent of the work is shown and is specified herein, and is defined to include all labor, materials, equipment and supervision required for the design, fabrication, installation and testing of the outbound baggage handling system specified herein.

59. The system shall include all loading and transport conveyors, and related equipment for the baggage system indicated.

60. Check-in Conveyor: Consists of a drive section, multiple slider bed modules and tail sections as indicated.

a. Slider Bed Module: Uni-body construction, stainless steel, No. 4 finish.b. Tail Section: Variable length to correspond with dimensions indicated with tail

roller assembly.

61. Provide 45 degree merge conveyors, powered turns and queue conveyors where indicated. Provide programmable merger system that will provide an adjustable distribution of baggage into the main belt leading to the Explosives Detection System. The system shall be programmed for provide for equitable distribution for original installation, but shall be programmable for future distribution adjustments.

62. Delegated Design: The Drawings and these specifications indicate the design intent and requirements of the outbound baggage system. Design outbound baggage system, including comprehensive engineering analysis according to 2012 International Building Code and the City of Prescott supplements by a qualified engineer. Include electrical requirements, locations and connections. Provide a fully operable system. Adjust motor and conveyor speed to match speed of future (faster) Explosive Detection Machine.

63. Convey turns shall be capable of transporting out-of-gage bags to the Explosive Detection Machines.

64. Submittals:a. Product data for each baggage handling unit, indicating capacities, sizes,

performances, operations, safety features, controls, finishes, and similar information. Indicate any variations from specified requirements.

b. Delegated-Design Submittal: For outbound baggage system indicated to comply with performance requirements and design criteria, including analysis data signed and sealed by the qualified professional engineer responsible for their preparation.

c. Shop drawings for baggage handling system, showing plans, elevations, sections, and large-scale details indicating service at each landing, coordination with building structure, and relationships with other construction. Indicate any variations from specified requirements plus maximum dynamic and static loads imposed on building structure at points of support. Indicate access and ventilation for baggage system machine space.

i. Mechanical: General arrangement and dimensions of equipment (plan, elevation, and sections); clearances, both horizontal and vertical, as related to the building structure and interferences; dimensions and details of required building preparations or modifications; location and dimensions of conveyor drives; location and detail of attaching conveyor supports to floors.

ii. Electrical: Schematics showing motor control panel and field control wiring; interior and front panel layout of motor control panels; pushbutton station layout; conduit diagrams showing location of controls, conduit sizes, and wire sixes and numbers.

d. Maintenance Manuals: Bound manuals for each different type of conveyor. Include operating and maintenance instructions, parts listing with sources indicated, recommended parts inventory listing, emergency instructions, and similar information. Manuals shall be updated to reflect field changes and shall reflect “as-built” information and conditions.

65. Installer Qualifications: Engage the baggage system manufacturer or an installer approved by the baggage system manufacturer and who has completed baggage conveyor installations similar in material, design, and extent to that indicated for Project which have resulted in installations with a record of successful in-service performance.

66. Special Project Warranty: Provide special project warranty, signed by Contractor, Installer, and Manufacturer, agreeing to replace, repair, or restore defective materials and workmanship of baggage handling system work within one year from date of Substantial Completion. This warranty shall be in addition to, and not a limitation of, other rights the Prescott Regional Airport may have against the Contractor under the Contract Documents.

a. "Defective" is hereby defined to include, but not by way of limitation, operation or control system failures, performances below specified ratings, excessive wear, unusual deterioration or aging of materials or finishes, unsafe conditions, the need for excessive maintenance, abnormal noise or vibration, and similar unusual, unexpected, and unsatisfactory conditions.

67. Extended component or subassembly warranties shall be passed on to the Prescott Regional Airport from the manufacturer to the maximum possible extent.

68. Manufacturer of baggage system shall provided a factory representative for daily on-site supervision during entire installation period. Factory representative shall also be present at acceptance testing.

69. Quality Work: All work shall be in accordance with the best commercial practice consistent with heavy-duty, airline applications. Materials and components furnished shall be new and free from defects. Relocated equipment shall require reconditioning or refurbishing and shall meet warrantee requirements. Equipment is to be designed to meet the requirements of handling airline baggage. Consideration and care must be used, particularly in the fabrication of all projections, welds, surfaces, and transfer points between conveyors to eliminate damage to various bundles, handbags, suitcases, and trunks encountered. Bottom glides on cases, strings, tags, straps, bag handles, destination tags, etc. shall be protected against damage on sideguards, transfer points and all surfaces which baggage may contact on the baggage handling system.

70. Initial Maintenance Service: Provide full maintenance service by skilled, competent employees of the baggage handling system Installer for period of 12 months following date of Substantial Completion. Include monthly preventive maintenance performed during normal working hours. Include repair or replacement of worn or defective parts or components and lubricating, cleaning, and adjusting as required for proper operation in conformance with specified requirements. Include 24-hours-per-day, 7-days-per-week emergency callback service. Exclude only repair or replacement due to misuse, abuse, accidents, or neglect caused by persons other than Installer's personnel.

71. Manufacturers: Subject to compliance with requirements, manufacturers offering products that may be incorporated into the Work include, but are not limited to, the following:

a. G&S Airport Conveyor b. Daifuku Airport Technologiesc. Siemens Logistics, Airport Logistics Division.d. Five Star Airport Alliance.e. Vanderlande Industries.

72. Provide manufacturer's standard pre-engineered baggage system to comply with requirements of system design. Where not otherwise indicated, provide standard components as indicated in manufacturer's current publications and as required for complete baggage system installation and operation.

73. Structural Plates: ASTM A-36. Hot rolled sheets and coils shall conform to ASTM A-569. Structural steel shapes shall conform to ASTM A-36.

74. Welding Electrodes: AWS A-5.18-69.

75. Fasteners: ASTM A-307 Class 2A thread fit for bolts, and Class 2B thread for nuts. All fasteners shall be zinc plated or equivalent.

76. Steel: clean and free from rust, rust pits, kinks, and sharp bends. Forming of material shall be accomplished by methods that will not fracture or otherwise damage the metal. Burrs, sharp edges, and sharp corner shall be removed . Parts shall be formed and cut properly to assure uniformity. Joints shall be smooth and corners rounded. Holes for photocell beams shall be punched, not burned, in metal side guards and shall be free of any sharp edges or burrs. Unguarded, exposed sharp corners and edges of items; such as but not limited to, support legs, braces, and trim; shall be well rounded, or removed to prevent injury to employees or damage to their clothing

77. Belting for level conveyors:a. Overall thickness: 5/32 inch (2 ply).b. Covers: 1/32 inch x bare surface.c. Color: Black.d. Carcass: Polyester with PVC coating on one side.e. Recommended Workload: 220 pounds per inch of width.f. Breaking point: 2200 pounds per inch of width.g. Mechanically splice belting for continuous loop.

REVISION BY DATE

PRESCOTT REGIONAL AIRPORT - TECHNICAL SPECIFICATIONS REG

I STERED ARCH

I T ECT

CERTIF ICATE NO

.

A r i z ona U . S .A .

DATE

S I NEDG

35786 SANDRA M. KUKLA

//08 07

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Page 3: NEW TERMINAL BUILDING CONVEYOR PACKAGE - Prescott€¦ · d. conveyor contractor shall coordinate with owner / terminal building contractor for construction scheduling e. there is

2333 North Central Avenue

602.264.9731

Phoenix Arizona 85004

dwlarchitects.com

AS BUILT DATE

DRN:SHEETDRWING

DATE:

DES:

DATE:

CK:

DATE:

SCALE:

PRC PROJECT NO. 19603 DIBBLE PROJECT NO 1018102.01

DWL PROJECT NO.1834.00

NEW TERMINAL CONVEYOR PACKAGE

BID

SE

T -

8/7/

19

GC102

TECHNICAL SPECIFICATIONS

Author

08/07/19

CITY OF PRESCOTTPRESCOTT REGIONAL AIRPORT

Designer Checker

08/07/19 08/07/19

78. Belting for merge conveyor: a. Overall thickness: 1/8 inch.b. Covers: Hardwoven nylon X friction surface.c. Color: Black to match existing conveyor.d. Carcass: 50/50 cotton-polyester.e. Recommended Workload: 80 pounds per inch of width.f. Breaking point: 800 pounds per inch of width.

79. Belt Lacing: Appropriate size for the application.

80. Conveyor Beds: Capable of supporting a static, uniformly distributed load of 25 pounds per square foot, with supports on 10 foot centers, without excessive deflection which would be detrimental to the frame structure.

81. Side Guards/Shrouding: Guards shall be supported directly by the conveyor frame and brace with 10 gage formed channels at 5 ft. on center, typical. Unless otherwise noted, guards shall be required on both sides except where baggage is being loaded or unloaded in non-public areas at which point only one guard shall be required.

a. Vertical side guard for conveyors not in public view: 12 gage HRS extending 21 inches above the bed and extending 8 inches below the slicer bed with upright bracing (1-1/4 inches x 1-1/4 inches x 3/16 inch vertical stiffeners) on a maximum of 3 ft. 4 in. centers on the load and unload belts.

b. Guards for conveyors in public view: Formed, 18 inches high x 12 gage type 304 stainless steel with a horizontal number 4 satin finish. Match existing where new check-in conveyor is adjacent to relocated conveyors.

c. Joints in non-public areas shall be epoxied after installation as required for smooth, snag-free surface.

d. Distance between side guards shall be 3 inches greater than the belt width. Side guard joints shall be bolted.

e. Shrouding shall be provided for conveyor equipment located in public areas. The shrouding shall be formed stainless steel sheet (12 gage) type 304 with horizontal number 4 satin finish. Connections shall be smooth and flush without openings or projections on which bag tags, straps, etc., may catch.

82. Finishes: a. Structural Parts (except moving parts): One shop coat of rust inhibitive primer

(includes floor support structure).b. Shop-paint structural steel. After inspection and before shipping, clean steelwork

to be painted. Remove loose rust, loose mill scale, and spatter, slag, or flux deposits.

c. After installation, all scuffed, scratched, or otherwise marred surfaces shall be cleaned and a touch-up coating of paint applied. Apply paint to marred areas using same material as used for shop painting.

d. Field welding of stainless steel trim element shall not be done. Blemishes of the stainless steel trim elements shall not be acceptable. This includes those caused by poor manufacturing practices, as well as those caused in the field, plus those caused by field attempts to remove blemishes.

83. Floor Supports: Adjustable, formed of minimum 10 gage steel. Supports at load and unload conveyors shall be placed at a maximum of 5 foot centers, and a maximum of 10 foot centers on conveyors.

84. Pulleys and shafts shall meet CEMA Standard No. B105.1-2015.

85. Bearings: Greaseable, self-aligning, anti-friction, ball bearing type, pre-lubricated and sealed with synthetic lip seals, and equipped with eccentric locking collars.

86. Conveyor Drives: Driven by motors that conform to AIEE and NEMA standards. Motors shall be low-energy type. Service factor on motor/reducers shall be a minimum of 1.0. Provide low noise motorized pulleys.

87. Draft Curtains: flexible strip doors with two staggered layers of 8 inch x 1/16 inch strips as manufactured by Necor Corp., Metglas Products or approved equal.

a. Color: Black.b. Provide at all wall penetrations.

88. Security: Powered rolling counter security doors shall be provided where shown on drawings at conveyor wall penetrations for baggage claim.

89. Stainless Steel: AISI Type 302/304; Horizontal No. 4 satin finish.

90. Structural Steel Primer Paint: SSPC - Paint 13.

91. Queue Conveyor: 54 inch wide, length as indicated. Belt speed 90 – 350 feet per minute. Self-contained, independent conveyor as indicated.

92. 45-Degree Merge Conveyor: Consist of a level belt conveyor with a powered belt positions to direct the discharge from the secondary feed conveyor onto another conveyor at a 45 degree angle.

a. Basis-of-Design Product: Subject to compliance with requirements, provide 45 degree angle merge conveyor as manufactured by G&S Airport Conveyor or comparable product by one of the following:

i. G&S Airport Conveyor ii. Daifuku Airport Technologiesiii. Siemens Logistics, Airport Logistics Division.iv. Five Star Airport Alliance.v. Vanderlande Industries.

93. All electrical components and materials shall conform to applicable National Electrical Manufacturers Association (NEMA) and Joint Industrial Council (JIC) standards. The requirements of the National Electrical Code (NEC), NFPA-70 and the American National Standards Institute Safety Code B20.1 shall be met as well as any other governmental or local authorities having jurisdiction. Components shall be designed of continuous duty service.

94. Power Supply: 480 volt, 3 phase, 60 hertz.

95. Radio Interference: Equipment provided shall not cause interference with radio communications within airport. Electrical and electronic equipment, including interconnecting wires and cables, shall be designed to operate without malfunction in the presence of normal electromagnetic emission generated by other equipment, including the aircraft communication bands and high-power radar systems, various electrical motors and controls, power tools (including welders), automotive vehicles, etc.

96. Standardization of Equipment: Where there is more than one item of equipment required under this contract, the furnish equipment of the same type and from the same manufacturer.

97. Color Coding and Wire Marking: Electric wire and cable shall be color coded and shall have the wire numbers as shown on the electrical shop drawings affixed to both ends of each wire.

98. Controls: Operate on a maximum of 120 volts. Control components shall not be subjected to operation under loads exceeding the manufacturer's recommended rating.

99. Enclosures: NEMA type 12, except those which may be exposed to the elements, which shall be NEMA Type 3 or 4 weatherproof.

100. Motor Starters: Magnetic with manual reset thermal overloads. Minimum starter size shall be NEMA size "O."

101. Control Panel: Designed to provide the following functions as a minimuma. System Start.b. Emergency Stop.

102. Control Stations: Contract Documents suggest locations for control stations. Shop drawings shall include the following:

a. System start button (to start respective system only) at each station.b. Emergency stop button (to stop respective system only) at each station.c. Key Operated "On-Off" selector switch at one station only.d. Integrate the new system and controls at the existing make-up area.

103. Provide Emergency stop as required by OSHA.

104. System Start: Conveyor system start button, when pressed, shall activate a start-up warning beacon and horn (separate from emergency stop/jam/motor failure alarm) in final baggage delivery area. After a predetermined time delay, the warning beacon and horn will shut off, and the respective system shall start sequentially, beginning with the discharge conveyor. If a flat or inclined plate claim or sortation loop is used, a "soft start" shall be provided by a A, Nordic reactor (or approved equal) which reduces the voltage to the motor for approximately three seconds. Interlocks shall be provided to prevent the respective conveyor system from starting until the loop has started. A start button shall br provided for independent operation of the loop in make-up areas.

105. Emergency Stop: The system may be stopped at any time during normal operation by depressing any one of the emergency stop push-buttons. Depressing the emergency stop push-button shall cause the button to be illuminated, as well as illuminating all associated emergency stop buttons and the appropriate emergency stop indicator lamp on the system map located at the panel door, and sound an alarm at the control panel. After clearing an emergency, the entire system may be restarted by resetting the emergency stop push-button and depressing the system start button.

106. Security Door Controls:a. Expiration of the start-up warning shall cause the automatic security door to raise.

After the door has reached the full open position, the conveyors shall automatically start.

b. Normal System Stop: When the system stops, the associated doors shall then close.

c. Security Door Emergency Stop: If the safety edge switch located on the bottom of the door encounters and obstruction, the door shall automatically return to the open position and illuminate a white indicator lamp. After the obstruction is removed, an obstruction reset pushbutton shall be depressed to lower the door. The white indicator lamp and reset pushbutton shall be located near the security door. The conveyors shall remain inoperative when a door obstruction occurs.

107. Wiring:a. Locate where shown and as specified.b. Disconnects: Furnish and install a nonfusible, manual disconnect switch.c. Circuit Wiring: Connections shall be made with wire of current carrying capacity

consistent with the load and duty cycle. Wires shall run continuously from one piece of apparatus to another without splices in conduit. Power wiring may be spliced in junction boxes as required. Control connections shall be made on terminals with compression type splices which shall be enclosed in junction boxes.

d. Conduit:i. Unless otherwise specified, all electric wiring shall be enclosed in E.M.T.

conduit. Except in public areas, conduit shall be installed exposed on walls, beams, columns, and on the conveyor structure. Locations of exposed conduit shall be selected in order to minimize and prevent damage to conduit from vehicles or equipment. In public areas, conduit shall not be exposed to view.

ii. Flexible conduit may be used for final connections to motors and all other devices requiring adjustments. All fittings for flexible conduit shall be of the liquid tight type. Installation shall be in accordance with Article 351 of NEC-78.

iii. Outlet, junction and pull boxes, and cover plates shall be suitable for use with E.M.T. conduit and shall conform to the NEC for minimum wiring space requirements and material thickness. Boxes shall have screw fastened covers.

e. Wire and Cable Conductors: Power conductors shall be a minimum of No.12 AWG, 600 volt, type THWN/THHN or THHN insulated stranded copper wire. External control wire shall be a minimum of No.14 AWG, type THWN/THHN or THHN stranded copper conductor, rated at 600 volts. Wires inside the control panel shall be sixed for current carrying capacity. Control wires to be a minimum of No.16 AWG, MTW, rated at 600 volts.

108. Examine baggage conveyor routes and areas to receive baggage handling systems, including machine spaces, and conditions under which work is to be installed. Verify dimensions of beltways before installation commences. Notify Construction Manager in writing of dimensional discrepancies and other conditions detrimental to proper performance of moving walk work. Do not proceed with installations until unsatisfactory conditions have been corrected in a manner acceptable to Installer.

109. Comply with manufacturer's instructions and recommendations for work during installation.

110. Install units true to line, properly supported, and anchored to building structure. Use benchmarks, lines, and levels designated by Contractor to ensure dimensional coordination of the work.

111. Adjust installed components for smooth, efficient operation, complying with required tolerances and free of hazardous conditions. Lubricate operating parts including bearings, tracks, chains, guides, and hardware. Test operating devices, equipment, signals, controls, and safety devices. Ensure that no oil drips on floors, ceilings or other finish materials.

112. Repair damaged finishes and, where damaged beyond acceptable condition as determined by Architect, replace damaged component.

113. Acceptance Testing: Upon nominal completion of each baggage conveyor or dispenser installation, and before permitting use of baggage system (either temporary or permanent), perform acceptance tests as required and recommended.

114. Provide suitable protective coverings, barriers, devices, signs, or such other methods or procedures to protect baggage system work from damage or deterioration. Maintain protective measures throughout remainder of construction period.

115. Instruct Prescott Regional Airport personnel in proper use, operation, and daily maintenance of moving walks. Review emergency provisions, including access and procedures to be followed in checking for sources of operational failures or malfunctions. Confer with Prescott Regional Airport on requirements for a complete maintenance program.

116. Check each baggage system operation, with Prescott Regional Airport personnel present, immediately prior to time of Substantial Completion. Determine that control system, operating components, and safety devices are functioning properly.

REVISION BY DATE

PRESCOTT REGIONAL AIRPORT - TECHNICAL SPECIFICATIONS REG

I STERED ARCH

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A r i z ona U . S .A .

DATE

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35786 SANDRA M. KUKLA

//08 07

19

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1

A

23

B

C

D

456789

AIRLINE OFFICE

105

BUILDING

MAINTENANCE

106

CONCESSIONS

SHELL

107

MER ROOM

104

BAGGAGE

SCREENING

102

MAIN

ELECTRICAL

101

TICKETING STAFF

115

TICKETING

116

PUBLIC

CIRCULATION

114

SERVICE

CORRIDOR

112

WOMEN

111

MEN

108

CHASE

109

LOBBY

118

VESTIBULE

117

FUTURE

CONCESSIONS

119

CIRCULATION

CORRIDOR

123

SECURITY

CHECKPOINT

122

LANDSIDE

COURTYARD

03

HOLDROOM

144

GATE & / TICKET

LIFT

143

AIRSIDE

COURTYARD

04

AIRSIDE

CIRCULATION

142

EXIT LANE

134

EXIT LANE

133

LEO OFFICE

141

JANITOR

139

SECONDARY

ELECTRICAL

138

WOMENS

137

CHASE

136

MENS

135

BAGGAGE CLAIM

131

RISER ROOM

132

MEET & GREET

LOBBY

128

VESTIBULE

129

RENTAL CAR

COUNTER

125

RENTAL CAR

COUNTER

124

RENTAL CAR

OFFICE

126

RENTAL CAR

OFFICE

127

MECHANICAL /

ELECTRICALYARD

01

ENTRY

COURTYARD

02

RESTROOM

VESTIBULE

113

SECURITY

CHECKPOINTQUEUE

121

STORAGE

105A

MGR

105C

OPS

105B

102D G1A131A

131B

AC201

1

AC201A

1

FUTURE

2333 North Central Avenue

602.264.9731

Phoenix Arizona 85004

dwlarchitects.com

AS BUILT DATE

DRN:SHEETDRWING

DATE:

DES:

DATE:

CK:

DATE:

SCALE:

PRC PROJECT NO. 19603 DIBBLE PROJECT NO 1018102.01

DWL PROJECT NO.1834.00

NEW TERMINAL CONVEYOR PACKAGE

BID

SE

T -

8/7

/19

3/32" = 1'-0" AC200

OVERALL TERMINAL BUILDINGREFERENCE PLAN

Author

08/07/19

CITY OF PRESCOTTPRESCOTT REGIONAL AIRPORT

Designer Checker

08/07/19 08/07/193/32" = 1'-0"

TERMINAL BUILDING REFERENCE FLOOR PLAN1

REVISION BY DATE

REG

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A r i z ona U . S .A .

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35786 SANDRA M. KUKLA

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BAGGAGE

SCREENING

102

MAIN

ELECTRICAL

101

TICKETING STAFF

115

TICKETING

116

PUBLIC

CIRCULATION

114

SERVICE

CORRIDOR

112

MEN

108

CHASE

109

109A

RESTROOM

VESTIBULE

113

102D

ST

RA

IGH

T C

ON

VE

YO

R L

EN

GT

H

17

' -

6"

1' -

0"

6"7 1/2"

4' - 0" 8 1/2"

7 1/2"

CLR

4' - 4 1/4"

STR

AIGHT C

ONVEY

OR L

ENGTH

12' -

0"

3' - 0" 4' - 0" 4' - 0" 2' - 2 3/4"9 1/4"

14

' -

6"

+32"

+12"

+32" +30"

WOMEN

111

4' - 6"

7 3/4"

C1C1

C2

C3

C2

C9

C10

C9

C10

C9 C9

C10C10

C5 C5C5 C4

C6

C12

C11

C7C8

2333 North Central Avenue

602.264.9731

Phoenix Arizona 85004

dwlarchitects.com

AS BUILT DATE

DRN:SHEETDRWING

DATE:

DES:

DATE:

CK:

DATE:

SCALE:

PRC PROJECT NO. 19603 DIBBLE PROJECT NO 1018102.01

DWL PROJECT NO.1834.00

NEW TERMINAL CONVEYOR PACKAGE

BID

SE

T -

8/7

/19

1/4" = 1'-0" AC201

OUTBOUND BAGGAGE ENLARGEDFLOOR PLAN

Author

08/07/19

CITY OF PRESCOTTPRESCOTT REGIONAL AIRPORT

Designer Checker

08/07/19 08/07/19

1/4" = 1'-0"

ENLARGED FLOOR PLAN - OUTBOUND BAGGAGE1

KEYNOTE LEGEND

C1 TICKETING BAGGAGE LOAD BELT WITH STAINLESS STEEL SURROUNDAND BACKSTAND

C2 45 DEGREE POWERED BELT CURVE

C3 STRAIGHT POWERED GENERAL TRANSPORT BELT CONVEYOR

C4 GRAVITY ROLLER BED WITH LIFT-UP GATE

C5 GRAVITY ROLLER BED

C6 STAINLESS STEEL BAGGAGE SLIDE (NIC) - OWNER FURNISHED / OWNERINSTALLED

C7 MOTOR CONTROL PANEL (MCP)

C8 TSA IT CABINET (NIC)

C9 BAGGAGE SEARCH TABLE (NIC)

C10 EXPLOSIVE TRACE DETECTION (ETD) EQUIPMENT (NIC)

C11 12'-0" (W) X 7'-0" (H) INSULATED OVERHEAD ROLLING STEEL SECURITYDOOR (NIC)

C12 4'-0" (W) X 5'-0" (H) OVERHEAD ROLLING STEEL SECURITY DOOR

REVISION BY DATE

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A r i z ona U . S .A .

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OS

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D

AIRLINE OFFICE

105

BUILDING

MAINTENANCE

106

MER ROOM

104

BAGGAGE

SCREENING

102

MAIN

ELECTRICAL

101

TICKETING STAFF

115

TICKETING

116

PUBLIC

CIRCULATION

114

SERVICE

CORRIDOR

112

MEN

108

CHASE

109

109A

RESTROOM

VESTIBULE

113

STORAGE

105A

MGR

105C

OPS

105B

102D

ST

RA

IGH

T C

ON

VE

YO

R L

EN

GT

H

17

' -

6"

1' -

0"

6"7 1/2"

4' - 0" 8 1/2"

7 1/2"

CLR

4' - 4 1/4"

+12"

WOMEN

111

4' - 6"

7 3/4"

+32"

+18"

+18"

12

' -

0"

5' -

0"

5' -

0"

5' -

0"

4' -

0"

4' -

0"

1' -

6"

3' -

4"

CLR OPENING

4' - 0" 2' - 8"

C18

C19

C15

C14

C13

C17

C20

C20

C20

C20

C1C1

C2

C10

C6

C6

C6

C10

C6

C6

C11

C7

C8

C12

NOTE: CONCEPTUAL OUTBOUND BAGGAGE SCREENING WITH EDS MACHINE (REVEAL CT-80DT+) LAYOUT DEPICTED FOR REFERENCE ONLY - NOT IN CONTRACT

2333 North Central Avenue

602.264.9731

Phoenix Arizona 85004

dwlarchitects.com

AS BUILT DATE

DRN:SHEETDRWING

DATE:

DES:

DATE:

CK:

DATE:

SCALE:

PRC PROJECT NO. 19603 DIBBLE PROJECT NO 1018102.01

DWL PROJECT NO.1834.00

NEW TERMINAL CONVEYOR PACKAGE

BID

SE

T -

8/7

/19

1/4" = 1'-0" AC201A

FUTURE OUTBOUND BAGGAGE

Author

08/07/19

CITY OF PRESCOTTPRESCOTT REGIONAL AIRPORT

Designer Checker

08/07/19 08/07/19

KEYNOTE LEGEND

C1 TICKETING BAGGAGE LOAD BELT WITH STAINLESS STEEL SURROUNDAND BACKSTAND

C2 45 DEGREE POWERED BELT CURVE

C6 STAINLESS STEEL BAGGAGE SLIDE (NIC) - OWNER FURNISHED / OWNERINSTALLED

C7 MOTOR CONTROL PANEL (MCP)

C8 TSA IT CABINET (NIC)

C10 EXPLOSIVE TRACE DETECTION (ETD) EQUIPMENT (NIC)

C11 12'-0" (W) X 7'-0" (H) INSULATED OVERHEAD ROLLING STEEL SECURITYDOOR (NIC)

C12 4'-0" (W) X 5'-0" (H) OVERHEAD ROLLING STEEL SECURITY DOOR

C13 45 DEGREE POWERED BELT CURVE (RECONFIGURED ETD BASE LAYOUT)- PRELIMINARY FUTURE LAYOUT, NIC

C14 GRAVITY ROLLER BED WITH LIFT-UP GATE (RECONFIGURED ETD BASELAYOUT) - PRELIMINARY FUTURE LAYOUT, NIC

C15 GRAVITY ROLLER BED (RECONFIGURED ETD BASE LAYOUT) -PRELIMINARY FUTURE LAYOUT, NIC

C17 STRAIGHT POWERED GENERAL TRANSPORT BELT CONVEYOR(RECONFIGURED ETD BASE LAYOUT) - PRELIMINARY FUTURE LAYOUT,NIC

C18 4'-0" (W) X 6'-0" (H) OVERHEAD ROLLING STEEL SECURITY DOOR -PRELIMINARY FUTURE LAYOUT, NIC

C19 EXPLOSIVE DETECTION SYSTEM (EDS) BAGGAGE SCREENING DEVICE(EQUIPMENT BASIS OF DESIGN REVEAL CT-80DT+) - PRELIMINARYFUTURE LAYOUT, NIC

C20 POWERED QUEUE BELT CONVEYOR - PRELIMINARY FUTURE LAYOUT,NIC

1/4" = 1'-0"

ENLARGED FLOOR PLAN - FUTURE OUTBOUND BAGGAGE1

REVISION BY DATE

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A r i z ona U . S .A .

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132

ST

AN

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RD

MO

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LE

9' -

10

1/8

"

FILL MODULE

3' - 4"

CL

R O

PE

NIN

G

4' -

0"

2' -

11

"1

4' -

9"

CL

R O

PE

NIN

G

4' -

0"

11

' -

3"

STANDARD MODULE

9' - 10 1/8"

STANDARD MODULE

9' - 10 1/8"

FILL MODULE

1' - 11 7/8"

STANDARD MODULE

9' - 10 1/8"

ST

AN

DA

RD

MO

DU

LE

9' -

10

1/8

"6

' -

0"

-6"

0"

TOC

BOC

1' - 9 1/2"

C12

C12

C7

FILL MODULE

2' - 6"

AIRSIDE

CIRCULATION

142

DR

IVE

UN

IT

C26

C26

C24

C25

C24

C26

5' - 0"

3' -

6"

1' -

6"

C27

6" 3' - 6"

C27

C24

C26

C24

C26

C24

C22C22

C23

2' -

0"

4' - 0"

BA

GG

AG

E C

AR

T C

IRC

UL

AT

ION

C28

20

' -

0"

8"

8

AC252

10

AC252

9

AC252

1

AC252

2

AC252

2333 North Central Avenue

602.264.9731

Phoenix Arizona 85004

dwlarchitects.com

AS BUILT DATE

DRN:SHEETDRWING

DATE:

DES:

DATE:

CK:

DATE:

SCALE:

PRC PROJECT NO. 19603 DIBBLE PROJECT NO 1018102.01

DWL PROJECT NO.1834.00

NEW TERMINAL CONVEYOR PACKAGE

BID

SE

T -

8/7

/19

1/4" = 1'-0" AC202

INBOUND BAGGAGE ENLARGEDFLOOR PLAN

Author

08/07/19

CITY OF PRESCOTTPRESCOTT REGIONAL AIRPORT

Designer Checker

08/07/19 08/07/19

KEYNOTE LEGEND

C7 MOTOR CONTROL PANEL (MCP)

C12 4'-0" (W) X 5'-0" (H) OVERHEAD ROLLING STEEL SECURITY DOOR

C22 FLAT PLATE BAGGAGE CAROUSEL PLATFORM

C23 PLATFORM ACCESS HATCH

C24 FLAT PLATE BAGGAGE CAROUSEL STRAIGHT MODULE

C25 FLAT PLATE BAGGAGE CAROUSEL INSIDE CURVE MODULE

C26 FLAT PLATE BAGGAGE CAROUSEL OUTSIDE CURVE MODULE

C27 STAINLESS STEEL 2" OD PEDESTRIAN CONTROL RAILING

C28 PAINTED STEEL PIPE GUARDRAIL PROTECTION SYSTEM

1/4" = 1'-0"

ENLARGED FLOOR PLAN - INBOUND BAGGAGE1

REVISION BY DATE

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A r i z ona U . S .A .

DATE

S I NEDG

35786 SANDRA M. KUKLA

//08 07

19

Page 8: NEW TERMINAL BUILDING CONVEYOR PACKAGE - Prescott€¦ · d. conveyor contractor shall coordinate with owner / terminal building contractor for construction scheduling e. there is

GYP / METAL STUD FURRING WALL ON 8" MASONRY WALL - BY BUILDING CONTRACTOR

PROVIDE AND INSTALL METAL CLEATS TO SECURE CHECK-IN BAGGAGE STAINLESS STEEL UPSTAND SIDE PANEL AND FRAMING TO WALL - COORDINATE BLOCKING REQUIREMENTS AND LOCATION WITH BUILDING CONTRACTOR

MOTORIZED BAGGAGE BELT LOAD CONVEYOR WITH STAINLESS STEEL SURROUND

1' -

0"

2' -

0"

8"

2

CLR OPENING

4' - 0"

SS

SU

RR

OU

ND

3"

SS SURROUND+/- 4 1/4"

2' -

0"

8"

5' -

0"

14 GA. STAINLESS STEEL WALL GUARD AND TRIM WITH MITERED CORNERS BY BUILDING CONTRACOTR

STAINLESS STEEL SLATS

MOTORIZED BAGGAGECONVEYOR BELT

STAINLESS STEEL BAGGAGE CONVEYOR ADJUSTBLE STANDS AND COVER

STAINLESS STEEL BAGGAGECHECK-IN GUARD

STAINLESS STEEL CLOSURE

FLOOR LINE

NOTE:PROVIDE DRAFT CURTAIN FULL HEIGHT AND WIDTH -NOT SHOWN FOR CLARITY

STAINLESS STEEL CORNER GUARDS BY BUILDING CONTRACTOR

14 GA. STAINLESS STEEL WALL GUARD PROTECTION ADJACENT WALL TO HEIGHT OF SURROUND BY BUILDING CONTRACTOR

LOCATION FOR CONVEYOR BELT CONTROLS

2

CLR OPENING

4' - 0"

MOTOR AND GEAR BOX

HOOD

STAINLESS STEEL SLATS

STEEL GUIDES

BAGGAGE CONVEYOR GUIDES

CONVEYOR BELT

STAINLESS STEEL CLOSURES

CONVEYOR BELT STAND

MANUAL OPERATE CHAIN

SHUTTER BOTTOM BAR WITH GASKET

7 1/2"

CL

R O

PE

NIN

G

5' -

0"

3

AC252

1

AC251

TICKETING LOAD BELT CONVEYOR

HEADER ABOVE

OVERHEAD COILING DOOR

OVERHEAD COILING DOOR TRACK AS PER MFR

HSS FRAMING BY BUILDING CONTRACTOR PER DOOR MFR RECOMENDATIONS

14 GA. STAINLESS STEEL WALL GUARD WITH FLATHEAD SCREWS

STEEL ANGLE BASE, 1/4" X 4" X 5" X 3" WELDED TO HSS POST AND 1/2" EXP. BOLT INTO CONCRETE SLAB FLOOR W/ 3" MIN EMBED, EPOXY BY BUILDING CONTRACTOR

5/8" FRT PLYWOOD AT STAINLESS STEEL WALL GUARD BY BUILDING CONTRACTOR

5/8" GYPSUM BOARD ON 6" METAL WALL STUD BY BUILDING CONTRACTOR

5/8" GYPSUM BOARD ON 3 5/8" METAL WALL STUD BY BUILDING CONTRACTOR

STAINLESS STEEL CORNER GUARD BY BUILDING CONTRACTOR

STRUCTURAL STEEL COLUMN WUTH SPRAY APPLIED FIRE PROOFING BY BUILDING CONTRACTOR

STAINLESS STEEL CORNER GUARD BY BUILDING CONTRACTOR

4

AC251

2

AC251

5/8" GWB ON 6" X 16 METAL FRAMED PARTITION BY BUILDING CONTRACTOR

OVERHEAD COILING DOOR TRACK

LINE TOP OF CONVEYOR BELT

OVERHEAD DOOR HOOD

HSS TOP HEADER WELDED TO HSS POSTS BY BUILDING CONTRACTOR - COORDINATE REQUIREMENTS WITH DOOR MFR.

1 1

/2"

MIN

.

3"

VE

RIF

Y W

ITH

CO

NV

EY

OR

MF

R

MIN

. C

LE

AR

OP

EN

ING

HE

IGH

T

MOUNTING BOLTS WELDED TO HSS BY BUILDING CONTRACTOR - FIELD VERIFY WITH ROLLING SHUTTER MFR FOR MOUNTING LOCATIONS.

CONTINUOUS 14 GA. STAINLESS STEEL COVER AT HEAD AND JAMB BY BUILDING CONTRACTOR

OVERHEAD DOOR MOTOR

HSS POST (BEYOND) BY BUILDING CONTRACTOR

3"

1/2"

HSS TOP BOTTOM WELDED TO HSS POSTS BY BUILDING CONTRACTOR - COORDINATE REQUIREMENTS WITH DOOR MFR.

5/8" GYPSUM BOARD

14 GA. STAINLESS STEELWALL GUARD PANEL WITHRETURN TOP EDGE

3-5/8" OR 6" METAL STUDS

1/2"

5/8" GYPSUM BOARD ON SHIMMED FILLER (AS REQUIRED) BY BUILDING CONTRACTOR

3-5/8" METAL STUD HORIZONTALLY BY BUILDING CONTRACTOR

14 GA. STAINLESS STEEL WALL PANEL, BONDEDTO 3/4" FRT PLYWOOD W/ SQUARE EDGES BY BUILDING CONTRACTOR

1/2

"

SET GYPSUM BOARD AT EDGE OF PLYWOOD - FEATHER, SMOOTH & PATCH BY BUILDING CONTRACTOR

METAL STUD - SEE DETAIL WHERE OCCURS

2 1

/8"

1 1

/2"

HSS POST BY BUILDING CONTRACTOR - SIZE TO BE DETERMINE BY ROLLING SHUTTER MFR.

STEEL BASE ANGLE, 1/4" X 4" X 5" X 3" LLV, WELDEDTO POST ANCHORED TO FLOOR WTH 1/2" EXP. BOLTBY BUILDING CONTRACTOR

SS

SU

RR

OU

ND

3"

CL

R O

PE

NIN

G

5' -

0"

SS SURROUND3" CLR OPENING

4' - 0"

SS SURROUND3"

14 GA. STAINLESS STEEL WALL GUARD AND TRIM WITH MITERED CORNERS BY BUILDING CONTRACOTR

STAINLESS STEEL SLATS

FLAT PLATE BAGGAGE CAROUSEL PLATFORM

FLAT PLATE CAROUSEL PALLET

STAINLESS STEEL CLOSURE AND STAINLESS STEEL TOE KICK

FLOOR LINE

NOTE:PROVIDE DRAFT CURTAIN FULL HEIGHT AND WIDTH -NOT SHOWN FOR CLARITY

1' -

0"

STAINLESS STEEL CLAD ENCLOSURE AT CAROUSEL

MOTOR AND GEAR BOX

HOOD

STAINLESS STEEL SLATS

STEEL GUIDES

MANUAL OPERATE CHAIN

SHUTTER BOTTOM BAR WITH GASKET

1' -

9"

CL

R O

PE

NIN

G

5' -

0"

CLR OPENING

4' - 0"

STAINLESS STEEL CLOSURE AND STAINLESS STEEL TOE KICK

2333 North Central Avenue

602.264.9731

Phoenix Arizona 85004

dwlarchitects.com

AS BUILT DATE

DRN:SHEETDRWING

DATE:

DES:

DATE:

CK:

DATE:

SCALE:

PRC PROJECT NO. 19603 DIBBLE PROJECT NO 1018102.01

DWL PROJECT NO.1834.00

NEW TERMINAL CONVEYOR PACKAGE

BID

SE

T -

8/7

/19

As indicated AC251

CONVEYOR DETAILS

Author

08/07/19

CITY OF PRESCOTTPRESCOTT REGIONAL AIRPORT

Designer Checker

08/07/19 08/07/19

1 1/2" = 1'-0"

TYP TICKETING LOAD BELT SECTION2

3/4" = 1'-0"

TICKETING SHUTTER ELEV (PUBLIC)10

3/4" = 1'-0"

TICKETING SHUTTER ELEV (SERVICE)7

3" = 1'-0"

OVHD COILING DOOR JAMB (INTERIOR)1

1 1/2" = 1'-0"

OVHD DOOR HEAD (INTERIOR)3

6" = 1'-0"

WALL GUARD EDGE5

6" = 1'-0"

WALL GUARD PANEL6

3" = 1'-0"

POST DETAIL4

REVISION BY DATE

3/4" = 1'-0"

FLAT PLATE SHUTTER ELEV (PUBLIC)8

3/4" = 1'-0"

FLAT PLATE SHUTTER ELEV (SERVICE)9

REG

I STERED ARCH

I T ECT

CERTIF ICATE NO

.

A r i z ona U . S .A .

DATE

S I NEDG

35786 SANDRA M. KUKLA

//08 07

19

Page 9: NEW TERMINAL BUILDING CONVEYOR PACKAGE - Prescott€¦ · d. conveyor contractor shall coordinate with owner / terminal building contractor for construction scheduling e. there is

APPLY ADHESIVE ENTIRELY TO FRT PLYWOODAND INSTALL CARPET. REINSTALL STAINLESSSTEEL ANGLE TRIM. MATCH HEIGHT ASEXISTING.

BAGGAGE CAROUSEL

PLATFORM FRAMING, 3-5/8" METAL STUDS AT 16" O.C. WITH CROSS BRACINGS AT 48" O.C., TYP. FASTENED TRACKS TO FLOOR WITH EXPANSION BOLTS

BAGGAGE CAROUSEL

AC252

6

METAL Z CLOSURE TRIM 3/4" F.R. PLYWOOD

APPLIED ADHESIVE OVER PLYWOOD SURFACE AND INSTALL CARPET BY BUILDING CONTRACTOR

BAGGAGE CAROUSEL SIDE FACE PANEL

PLATFORM FRAMING, 3-5/8" METAL STUDS AT 16" O.C. WITH CROSS BRACINGS AT 48" O.C., TYP.

BAGGAGE CAROUSEL METAL EDGE & FRAME

PLATFORM DOOR

3 5/8" METAL STUD STOP

FLAT PLATE CAROUSEL PALLET

HINGE

2-1/2" METAL FRAME

3/4" F.R. PLYWOOD (DOOR)

3/4" F.R. PLYWOOD (FIXED)PLATFORM

3/4" F.R. PLYWOOD(FIXED) PLATFORM.

DOUBLE 2-1/2" STUDPLATFORM FRAME.

3/4" F.R. PLYWOODPLATFORM DOOR(OPEN POSITION)

1"

BAGGAGE CAROUSEL SIDE FACE PANEL

PLATFORM FRAMING, 3-5/8" METAL STUDS AT 16" O.C. WITH CROSS BRACINGS AT 48" O.C., TYP.

BAGGAGE CAROUSEL METAL EDGE & FRAME

FLAT PLATE CAROUSEL PALLET

METAL Z CLOSURE TRIM 3/4" F.R. PLYWOOD

APPLIED ADHESIVE OVER PLYWOOD SURFACE AND INSTALL CARPET BY BUILDING CONTRACTOR

APPLY ADHESIVE ENTIRELY TO PLYWOODAND INSTALL CARPET

BAGGAGE CAROUSEL

METAL 2-1/2" STUD PLATFORM FRAMING AT 24" O.C. BETWEEN CAROUSEL AND WALL. PROVIDE MID-SPAN STUD AND INSTALL 1-1/2"METAL BRACINGS AT 96" O.C. BETWEENSTUDS. FASTENED TRACKS TO FLOOR WITHEXPANSION BOLTS.

EXTERIOR INTERIOR

1' -

9"

1' -

6"

8"AC252

6

BAGGAGE CAROUSEL

PAINTED STEEL PIPE GUARDRAIL PROTECTION SYSTEM

5

AC252

PA

LL

ET

WID

TH

FLA

T P

LA

TE

CA

RO

US

EL

4'-0

" C

LR

OP

EN

ING

3"

3"

2"

2"

HO

US

ING

AB

OV

E

OVERHEAD COILING DOOR

OVERHEAD COILING DOOR TRACK AS PER MFR

HSS FRAMING BY BUILDING CONTRACTOR PER DOOR MFR RECOMENDATIONS

14 GA. STAINLESS STEEL WALL GUARD WITH FLATHEAD SCREWS ON 5/8" FRT PLYWOOD BY BUILDING CONTRACTOR

STEEL ANGLE BASE, 1/4" X 4" X 5" X 3" WELDED TO HSS POST AND 1/2" EXP. BOLT INTO CONCRETE SLAB FLOOR W/ 3" MIN EMBED, EPOXY BY BUILDING CONTRACTOR

EXTERIOR WALL TYPE BY BUILDING CONTRACTOR - METAL PANEL WITH CONCEALED FASTNERS - 2" RIGID INSULATION - WEATHER BARRIER - 5/8" EXTERIOR SHEATHING - 6" METAL STUDS W/ BATT INSULATION IN CAVITY - 5/8" GYPSUM BOARD

1/2"

1/2"

HSS FRAMING BY BUILDING CONTRACTOR PER DOOR MFR RECOMENDATIONS

STEEL ANGLE BASE, 1/4" X 4" X 5" X 3" WELDED TO HSS POST AND 1/2" EXP. BOLT INTO CONCRETE SLAB FLOOR W/ 3" MIN EMBED, EPOXY BY BUILDING CONTRACTOR

EXTERIOR WALL TYPE BY BUILDING CONTRACTOR - METAL PANEL WITH CONCEALED FASTNERS - 2" RIGID INSULATION - WEATHER BARRIER - 5/8" EXTERIOR SHEATHING - 6" METAL STUDS W/ BATT INSULATION IN CAVITY - 5/8" GYPSUM BOARD

14 GA. STAINLESS STEEL WALL GUARD WITH FLATHEAD SCREWS ON 5/8" FRT PLYWOOD BY BUILDING CONTRACTOR

FLAT PLATE CAROUSEL PLATOFRM

STAINLESS STEEL METAL Z CLOSURE TRIM

14 GA SS CLADDING CONT OVER 5/8" EXTERIOR GRADE SHEATHING BD BOTH SIDES ON 6" METAL STUDS

EXTERIOR INTERIOR

MOISTURE BARRIER CONT. BOTH SIDES

BATT INSULATION

FIELD VERIFY AND COORD HEIGHT / PROFILE WITH CONVEYOR

SEALANT AT ALL EXTERIOR EDGES

NOTCH @ CONVEYOR FRAME TO BE WATERTIGHT / WEATHERTIGHT UNDER AND AROUND CONVEYOR AS REQ'D. VERIFY W/ MFG.

FULL BEAD SEALANT AT SILL AND JAMBS TYP.

CONVEYOR

SS DOOR JAMB EXTENDS TO SLAB BELOW

OVERHEAD COILING DOOR STAINLESS STEEL SLATS

STAINLESS STEEL DOOR BASE WITH NEOPRENE FLOOR SEAL

OVERHEAD COILING DOOR TRACK

LINE TOP OF CONVEYOR BELT

OVERHEAD DOOR HOOD

HSS TOP HEADER WELDED TO HSS POSTS BY BUILDING CONTRACTOR - COORDINATE REQUIREMENTS WITH DOOR MFR.

MIN

.

3"

VE

RIF

Y W

ITH

CO

NV

EY

OR

MF

R

MIN

. C

LE

AR

OP

EN

ING

HE

IGH

T

MOUNTING BOLTS WELDED TO HSS BY BUILDING CONTRACTOR - FIELD VERIFY WITH ROLLING SHUTTER MFR FOR MOUNTING LOCATIONS.

CONTINUOUS 14 GA. STAINLESS STEEL COVER AT HEAD AND JAMB BY BUILDING CONTRACTOR

OVERHEAD DOOR MOTOR

HSS POST (BEYOND) BY BUILDING CONTRACTOR

3"

1/2"

HSS TOP BOTTOM WELDED TO HSS POSTS BY BUILDING CONTRACTOR - COORDINATE REQUIREMENTS WITH DOOR MFR.

EXTERIOR WALL TYPE BY BUILDING CONTRACTOR - METAL PANEL WITH CONCEALED FASTNERS - 2" RIGID INSULATION - WEATHER BARRIER - 5/8" EXTERIOR SHEATHING - 6" METAL STUDS W/ BATT INSULATION IN CAVITY - 5/8" GYPSUM BOARD

1' -

6"

TYPICAL POST SPACING

5' - 0"

TYPICAL POST SPACING

5' - 0"

20'-0" TOTAL LENGTH

TYPICAL POST SPACING

5' - 0"

4" SCHEDULE 40 (4 1/2" OD) PIPE CONTINUOUSLY WELDED - PAINTED SAFETY YELLOW

5" X 8" X 3/8" STEEL BASE PLATE W/ (4) 3/8" EXPANSION ANCHORS WITH 3" MIN EMBEDMENT

4" SCHEDULE 40 (4 1/2" OD) 90 DEGREE ELBOW PIPE CONTINUOUSLY WELDED - PAINTED SAFETY YELLOW

1' -

9 3

/8"

1' -

9"

3' -

6 3

/8"

DIMENSION PER PLANS

2" OD BRUSHED ALUMINUM PIPE - CONTINUOUSLY WELDED AND GROUND SMOOTH

2" OD BRUSHED ALUMINUM 90 DEG PIPE -CONTINUOUSLY WELDED AND GROUND SMOOTH

4" X 4" X 3/8" ALUMINUM PLATE CONTINUOUSLY WELDED TO PIPE

ALUMINUM ESCUTCHEON COVER PLATE

FLOOR LINE

2333 North Central Avenue

602.264.9731

Phoenix Arizona 85004

dwlarchitects.com

AS BUILT DATE

DRN:SHEETDRWING

DATE:

DES:

DATE:

CK:

DATE:

SCALE:

PRC PROJECT NO. 19603 DIBBLE PROJECT NO 1018102.01

DWL PROJECT NO.1834.00

NEW TERMINAL CONVEYOR PACKAGE

BID

SE

T -

8/7

/19

As indicated AC252

CONVEYOR DETAILS

Author

08/07/19

CITY OF PRESCOTTPRESCOTT REGIONAL AIRPORT

Designer Checker

08/07/19 08/07/19

1 1/2" = 1'-0"

FLATE PLATE CAROUSEL SECTION (MID)1

3" = 1'-0"

CARPET EDGE W/ DOOR8

6" = 1'-0"

CONTINUOUS HINGE DETAIL10

6" = 1'-0"

PLATFORM ACCESS PANEL STOP9

3" = 1'-0"

CARPET EDGE6

1" = 1'-0"

FLAT PLATE CAROUSEL SECTION (EXT WALL)2

3" = 1'-0"

FLAT PLATE COILING DOOR JAMB7

3" = 1'-0"

SS CLAD PONY WALL11

1 1/2" = 1'-0"

OVHD DOOR HEAD (EXTERIOR)3

3/4" = 1'-0"

PAINTED STEEL PIPE GUARDRAIL PROTECTION SYSTEM5

1" = 1'-0"

ALUMINUM PEDESTRIAN RAILING4

REVISION BY DATE

REG

I STERED ARCH

I T ECT

CERTIF ICATE NO

.

A r i z ona U . S .A .

DATE

S I NEDG

35786 SANDRA M. KUKLA

//08 07

19

Page 10: NEW TERMINAL BUILDING CONVEYOR PACKAGE - Prescott€¦ · d. conveyor contractor shall coordinate with owner / terminal building contractor for construction scheduling e. there is

ABBREVIATIONS - DIAGRAMS

AF AMPERE FRAMEAIC AMPERES INTERRUPTING CAPACITYAIR AMPERES INTERRUPTING RATINGAT AMPHERE TRIPATS AUTOMATIC TRANSFER SWITCHDP DISTRIBUTION PANELBOARDDS DISTRIBUTION SECTION, SWITHCBOARD,

OR SWITCH GEARGFP GROUND FAULT PROTECTIONICCB INSULATED CASE CIRCUIT BREAKER

(UL 489)LSIG/A CIRCUIT BREAKER TRIP UNIT

ADJUSTABLE CHARACTERISTICS -VARIOUS COMBINATIONS WHERE (L) = LONG TIME PICKUPAND DELAY, (S) = SHORT TIME PICKUP AND DELAY, (I) = INSTANTANEOUS PICKUP, (G) = GROUND FAULT PICKUP AND DELAY, AND (A) = GROUND FAULT ALARM PICKUP AND DELAY

LVPCB LOW-VOLTAGE POWER CIRCUIT BREAKER (UL 1066)

MCC MOTOR CONTROL CENTERMCCB MOLDED CASE CIRCUIT BREAKER

(UL 489)P POLEPH PHASEPNL PANELBOARDSCA AVAILABLE SHORT-CIRCUIT CURRENT

(IN AMPHERES)SCCR SHORT-CIRCUIT CURRENT RATINGSES SERVICE ENTRANCE SWITCHBOARDST SHUNT-TRIPSWGR SWITCHGEARSWBD SWITCHBOARDUPS UNINTERRUPTIBLE POWER SUPPLYWCR WITHSTAND AND CLOSE-ON RATINGXFMR TRANSFORMERXFR TRANSFORMER

joshore

joshore

250AF200AT3P

250AF200AT3PLSI

1600AF1600AT3PLSIG

1200AF___AT3P

100A3P

100ALPS-RK

GF

M M

SIZE 1

joshore

#

LEGEND - DIAGRAMSSYMBOL DESCRIPTION

MOLDED CASE CIRCUIT BREAKER - FRAME SIZE, TRIP RATING, AND POLES INDICATED.SUPPLEMENTAL INFORMATION MAY BE PROVIDED, E.G., STATUS (NO, NC), OPERATION (EO, MO), TRIP UNIT FUNCTIONALITY (LI, LSI, LIG, LSIG), ETC.

PLUG-IN MOLDED CASE CIRCUIT BREAKER - FRAME SIZE, TRIP RATING, AND POLESINDICATED. SUPPLEMENTAL INFORMATION MAY BE PROVIDED, E.G., STATUS (NO, NC), OPERATION (EO, MO), TRIP UNIT FUNCTIONALITY (LI, LSI, LIG, LSIG), ETC.

DRAW-OUT CIRCUIT BREAKER (ICCB OR LVPCB) - FRAME SIZE, TRIP RATING, AND POLES INDICATED. SUPPLEMENTAL INFORMATION MAY BE PROVIDED, E.G., STATUS (NO, NC), OPERATION (EO, MO), TRIP UNIT FUNCTIONALITY (LS, LSI, LSG, LSIG), ETC.

MEDIUM-VOLTAGE, DRAW-OUT CIRCUIT BREAKER (ANSI DEVICE 52) - FRAME SIZE, TRIP SETTING, AND POLES INDICATED.

SWITCH - AMPERE RATING AND POLES INDICATED. SUPPLEMENTAL INFORMATION MAY BE PROVIDED, E.G., STATUS (NO, NC), OPERATION (EO, MO), ETC.

FUSE - AMPERE RATING AND TYPE OF CLASS INDICATED.

REMOVABLE HOUSING (DRAW-OUT CRADLE OR PULL-OUT DISCONNECT).

DISCRETE GROUND FAULT TRIP UNIT - INDICATES DEVICE TRIPPED.

METER: ROUND REPRESENTS AN ELECTRIC UTILITY COMPANY METER AND RECTANGULAR REPRESENTS OWNED METERS. CTS SHOWN WHERE DISCRETE.

ENGINE-GENERATOR: TYPE AND AND RATINGS INDICATED.

STARTER: NEMA SIZE INDICATED.

MOTOR LOAD: HORSE POWER INDICATED.

TRANSFORMER: RATINGS AND PRIMARY/SECONDARY VOLTAGE INDICATED. DRY-TYPE, UNLESS NOTED OTHERWISE.

GROUNDING ELECTRODE SYSTEM CONNECTION - SIZE INDICATED.

TRANSFER SWITCH: RATINGS AND POLES INDICATED. SUPPLEMENTAL INFORMATION MAY BE PROVIDED, E.G., CONTROLS TYPE (AT = AUTOMATIC TRANSFER, MT = MANUALTRANSFER), SOURCES (N = NORMAL, E = EMERGENCY, SB = STANDBY, S1 = SOURCE 1, S2= SOURCE 2), OPERATOR CONFIGURATION (DT = DELAYED TRANSITION, CT = CLOSEDTRANSITION), AND SPECIAL FEATURES (BI = BYPASS ISOLATION).

CABLE/BUS CONNECTION (CLOSED) OR TERMINATION (OPEN).

CURRENT TRANSFORMER.

ZERO SEQUENCE CURRENT TRANSFORMER.

POTENTIAL TRANSFORMER.

INTERLOCK: TYPE AND DEVICES INTERLOCKED INDICATED. KEY TYPE INTERLOCK, UNLESS NOTED OTHERWISE.

J

J

E

S,X

UP

DN

####

LEGEND - GENERALSYMBOL DESCRIPTION

JUNCTION BOX IN AN ACCESSIBLE LOCATION.

FLUSH FLOOR MOUNTED JUNCTION BOX.

CONDUIT EXPANSION JOINT.

CONDUIT SEAL-OFF. (X) = EXPLOSION PROOF.

CHANGE IN CONDUIT ELEVATION.

CAPPED CONDUIT STUB-OUT. PROVIDE BRASS CAP AND PERMANENTLY MARK LOCATION WHERE INSTALLED BELOW GRADE.

MECHANICAL EQUIPMENT DESIGNATION.

OWNER FURNISHED EQUIPMENT DESIGNATIONS, UNLESS NOTED OTHERWISE - REFERENCE SCHEDULE.

NEW WORK, EQUIPMENT, DEVICES, WIRING, ETC. IS DEPICTED SOLID IN VARIOUS LINETYPES.

EXISTING EQUIPMENT, DEVICES, WIRING, ETC. (AS WELL AS BUILDING ELEMENTSASSOCIATED WITH OTHER DISCIPLINES) IS DEPICTED SCREENED IN VARIOUS LINETYPES.

EQUIPMENT, DEVICES, WIRING, ETC. TO BE REMOVED (DEMOLITION) IS DEPICTED SOLID IN A HIDDEN LINETYPE.

FUTURE EQUIPMENT, DEVICES, WIRING, ETC. IS DEPICTED SCREENED IN A HIDDEN LINETYPE.

1-2

EF

ABBREVIATIONS - ELECTRICAL

DP DISTRIBUTION PANELBOARDDS DISTRIBUTION SECTIONDW DISHWASHEREJB EQUIPMENT BONDING JUMPEREDF ELECTRIC DRINKING FOUNTAINEF EXHAUST FANE, EM EMERGENCYGD GARBAGE DISPOSALGFI, GFCI GROUND FAULT CIRCUIT

INTERRUPTER DEVICEHP HORSEPOWERIG ISOLATED GROUNDISO ISOLATEDKVA KILOVOLT-AMPERESKW KILOWATTSLP LIGHTING POLE ASSEMBLYMBJ MAIN BONDING JUMPERMCB MAIN CIRCUIT BREAKERMCC MOTOR CONTROL CENTERMGAP MEDICAL GAS ALARM PANELMLO MAIN LUGS ONLY

N NEUTRALNL NIGHT LIGHTOHE OVERHEAD ELECTRICALOHT OVERHEAD TELEPHONEPC PHOTOCELLPF POWER FACTORPNL PANELBOARDPP POWER POLERH RANGE HOOD (POWER CONNECTION)SBJ SYSTEM BONDING JUMPERSPD SURGE PROTECTION DEVICETP TELEPHONE POLETR TAMPER RESISTENTTS TIME SWITCHU WITH TWO USB PLUG POINTSUGC UNDERGROUND COMMUNICATIONSUGE UNDERGROUND ELECTRICALUGEP UNDERGROUND ELECTRICAL, PRIMARYUGES UNDERGROUND ELECTRICAL, SECONDARYUGT UNDERGROUND TELEPHONEVFD VARIABLE FREQUENCY DRIVE

a

a a

<PANEL> ##

J

+72" +V

C

LEGEND - ELECTRICALSYMBOL DESCRIPTION

LIGHTING FIXTURE - SHAPE, SIZE, MOUNTING, ETC. VARY. FIXTURE TYPE INDICATED.DIRECTIONALITY INDICATED (WHERE APPLICABLE). REFER TO LIGHTING FIXTURESCHEDULE FOR DETAILS.

EXIT SIGNAGE. FIXTURE TYPE INDICATED. FACE(S), WALL OR CEILING MOUNTING, ANDDIRECTIONALITY (WHERE APPLICABLE) INDICATED.

EMERGENCY LIGHTING CONTROL RELAY ASSEMBLY.

WALL MOUNTED SWITCH. OPTIONAL SUBSCRIPTS: (2) = TWO-POLE, (3) = THREE-WAY, (4) =FOUR-WAY, (D) = DIMMER, (K) = KEY OPERATED, (L) = LOW VOLTAGE, (P) = PILOT LIGHT, (T)= HORSEPOWER RATED SWITCH WITH THERMAL OVERLOADS, (TS) = TIMER SWITCH.

LOWER CASE ALPHA-CHARACTER AT A LUMINAIRE, DEVICE, SWITCH, ETC. INDICATESSWITCHING ASSOCIATION.

SWITCH WITH OCCUPANCY/VACANCY SENSOR, 180° COVERAGE, DAYLIGHTCOMPENSATION, WALL MOUNTED.

SWITCH WITH DIMMER AND OCCUPANCY/VACANCY SENSOR, 180° COVERAGE, DAYLIGHTCOMPENSATION, AND WALL MOUNTED.

OCCUPANCY/VACANCY SENSOR - 360° COVERAGE, DAYLIGHT COMPENSATION, ANDCEILING MOUNTED

OCCUPANCY/VACANCY SENSOR - 180° COVERAGE, DAYLIGHT COMPENSATION, AND WALLMOUNTED.

OCCUPANCY/VACANCY SENSOR - 90° COVERAGE, DAYLIGHT COMPENSATION, ANDCORNER MOUNTED.

DAYLIGHT COMPENSATION PHOTO-SENSOR.

PHOTOCELL, PHOTO-SENSOR.

CONDUIT, CONCEALED IN CEILING OR WALL CONSTRUCTION.

HOMERUN TO PANELBOARD, AS INDICATED.

FLEXIBLE METAL CONDUIT CONNECTION TO EQUIPMENT.

SIMPLEX RECEPTACLE. OPTIONAL SUBSCRIPTS: (C) = RECESSED "CLOCK" TYPE.

DUPLEX RECEPTACLE.

SPLIT-WIRED DUPLEX RECEPTACLE.

QUADRUPLEX RECEPTACLE.

SPECIAL PURPOSE OUTLET. DEVICE TYPE INDICATED OR (V) = VERIFY CONFIGURATION.

SLASH INDICATES DEVICE MOUNTED ABOVE COUNTER. CONFIRM HEIGHT, LOCATION, ANDCOLOR WITH ARCHITECT.

DEVICE CONNECTED TO AN EMERGENCY POWER SOURCE.

ISOLATED GROUND TYPE DEVICE.

ISOLATED GROUND TYPE DEVICES CONNECTED TO AN EMERGENCY SOURCE.

FLOOR MOUNTED DEVICE.

MULTI-OUTLET ASSEMBLY, OUTLET SPACING INDICATED.

MOUNTING HEIGHT TO THE CENTER OF DEVICE RELATIVE TO THE ASSOCIATED FINISHEDFLOOR OR GRADE LEVEL. (+V) = VERIFY HEIGHT PRIOR TO ROUGH-IN (E.G., WITH OTHERTRADES, ARCHITECTURAL ELEVATIONS, ETC.). WHERE NO HEIGHT IS INDICATED THEFOLLOWING APPLIES: RECEPTACLES AND TELECOMMUNICATIONS DEVICES AT +18".SWITCHES AT +46".

PUSHBUTTON

CONTACTOR

MOTOR WITH SIZE AND RATINGS INDICATED.

ELECTRIC HEATER WITH SIZE IN KW INDICATED.

HEAVY DUTY, FUSED (UNO) DISCONNECT SWITCH WITH SIZE AND RATINGS INDICATED(REFER TO EQUIPMENT SCHEDULE, IF APPLICABLE). OPTIONAL SUBSCRIPTS: (NF) =NON-FUSED.

HEAVY DUTY, COMBINATION MAGNETIC MOTOR STARTER AND FUSED (UNO) DISCONNECTSWITCH WITH SIZE AND RATINGS INDICATED (REFER TO EQUIPMENT SCHEDULE, IFAPPLICABLE). OPTIONAL SUBSCRIPTS: (NF) = NON-FUSED.

MAGNETIC MOTOR STARTER (CONTROLLER) WITH SIZE AND RATINGS INDICATED (REFERTO EQUIPMENT SCHEDULE, IF APPLICABLE).

MAGNETIC MOTOR STARTER (CONTROLLER) FURNISHED WITH EQUIPMENT.

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GENERAL NOTES1. ALL WORK SHALL BE PERFORMED IN A WORKMANLIKE MANNER IN ACCORDANCE WITH THE NEC AS AMENDED BY

AHJ.

2. PRIOR TO SUBMITTING PROPOSAL, THE CONTRACTOR SHALL EXAMINE ALL GENERAL CONSTRUCTION DRAWINGS AND VISIT THE CONSTRUCTION SITE TO BECOME FAMILIAR WITH EXISTING CONDITIONS UNDER WHICH THE CONTRACTOR WILL HAVE TO OPERATE AND WHICH WILL IN ANY WAY AFFECT THE WORK UNDER THIS CONTRACT. NO SUBSEQUENT ALLOWANCE WILL BE MADE ON BEHALF OF THE CONTRACTOR FOR ANY ERROR OR NEGLIGENCE ON THEIR PART. ALL MATERIAL AND EQUIPMENT NOTED OR SPECIFIED TO BE REMOVED WHICH IS NOT SCHEDULED TO BE RE-USED OR RELOCATED SHALL BE CAREFULLY REMOVED AND DELIVERED TO THE OWNER WHERE DIRECTED.

3. THE CONTRACTOR SHALL BE RESPONSIBLE TO VERIFY, COORDINATE AND CONFIRM WITH THE FIRE PROTECTION, FOOD SERVICE, MECHANICAL, PLUMBING, AND SPECIALTY EQUIPMENT CONTRACTOR(S) ALL THE FOLLOWING: A. EXACT FEED LOCATIONS AND NUMBER OF CONNECTIONS TO ALL A/C UNITS, FAN COILS, CHILLERS,

COOLING TOWERS, SYSTEM PUMPS, EQUIPMENT, EVAPORATIVE COOLERS, MAKE-UP AIR UNITS, CONTROL SYSTEMS, ETC.

B. ELECTRICAL CHARACTERISTICS (E.G., KW, HP, AMPS, VOLTAGE, PHASE, ETC.). CONFIRM WITH APPROVED FIRE PROTECTION, FOOD SERVICE, MECHANICAL, PLUMBING, AND SPECIALTY EQUIPMENT SUBMITTAL DRAWINGS.

C. SIZE ALL FUSES PROTECTING EQUIPMENT PER THE EQUIPMENT MANUFACTURERS NAMEPLATE DATA AND COORDINATED WITH THE NEC.

D. EXACT LOCATION OF ALL CONTROL PANELS, CONTROL DEVICES, THERMOSTATS, DAMPER MOTORS, TERMINATION POINTS, ETC.

4. THE CONTRACTOR SHALL CONTACT AND OBTAIN FROM POWER AND COMMUNICATION UTILITY COMPANIES, ALL INFORMATION, REQUIREMENTS, CONSTRUCTION DRAWINGS, AND SPECIFICATIONS TO COMPLETE THE UNDERGROUND SERVICE TO THIS PROJECT. INCLUDE IN BASE BID, BUT NOT LIMIT TO, TRENCHING, BACKFILL, TRANSFORMER AND/OR EQUIPMENT CONCRETE PAD(S), PEDESTALS, CONTRIBUTION COSTS, ENGINEERING FEES, AND SERVICE CHARGES FOR ALL SERVICES TO THIS PROJECT. IF THE COST PROPOSAL IS NOT PRESENTED BY EACH UTILITY PRIOR TO THE BID DATE, AN ALLOWANCE SHALL BE INCLUDED IN BASE BID. EACH ALLOWANCE SHALL ONLY APPLY TO WORK REQUIRED BY THE RESPECTIVE UTILITY AND NOT INDICATED AS PART OF THE CONTRACT DOCUMENTS.

5. REFER TO ARCHITECTURAL REFLECTED CEILING PLANS FOR ACTUAL LAYOUT OF LIGHTING FIXTURES AND CEILING TYPES.

6. REFER TO ARCHITECTURAL PLANS TO CONFIRM ALL FIRE-RATED CEILINGS AND WALLS. A. ALL PENETRATIONS OF FIRE-RESISTIVE FLOORS OR SHAFT WALLS SHALL BE PROTECTED BY MATERIALS

AND INSTALLATION DETAILS THAT CONFORM TO UNDERWRITERS' LABORATORIES LISTINGS FOR "THROUGH-PENETRATION FIRE STOP SYSTEMS." THE CONTRACTOR SHALL PROVIDE SUBMITTAL DRAWING DETAILS, FURNISHED BY THE MANUFACTURER OF THE FIRE STOP MATERIAL. THE SUBMITTAL INFORMATION SHALL INDICATE COMPLETE CONFORMANCE TO THE APPLICABLE UL LISTING AND SHALL BE SPECIFIC FOR EACH PENETRATION WITH ALL VARIABLES DEFINED. THESE FINAL AND APPROVED DRAWINGS SHALL BE READILY AVAILABLE TO THE LOCAL INSPECTORS AT ALL TIMES AT THE PROJECT SITE.

B. ALL RECESSED LIGHTING FIXTURES INSTALLED IN FIRE-RATED CEILINGS AND WITHIN FIRE-STOP ENCLOSURES SHALL HAVE FIRE RATED LABELS.

7. BRANCH CIRCUIT CONDUCTOR COUNT IS NOT SPECIFICALLY SHOWN ON THE PLANS. THE CONTRACTOR SHALL PROVIDE CONDUCTORS AS FOLLOWS AND ADJUST THE CONDUIT SIZE TO CONFORM TO NEC ANNEX C: TABLES BASED ON SPECIFIC FIELD CONDITIONS. A. (1) PHASE CONDUCTOR FOR EACH CIRCUIT POLE CONTAINED WITHIN THE CONDUIT. B. (1) NEUTRAL CONDUCTOR FOR EACH INDIVIDUAL CIRCUIT OPERATING AT 120V OR 277V. C. (1) EQUIPMENT GROUND CONDUCTOR SIZED BASED ON 250.122. D. (1) ISOLATED GROUND CONDUCTOR MATCHING THE EQUIPMENT GROUND WHERE A CIRCUIT SERVES AN

ISOLATED GROUND DEVICE. E. (1) SWITCH LEG CONDUCTOR FOR EACH SWITCH LEG REQUIRED. F. (2) SWITCH LEG TRAVELERS FOR EACH THREE-WAY SWITCH CONTROL REQUIRED. G. (4) SWITCH LEG TRAVELERS FOR EACH FOUR-WAY SWITCH CONTROL REQUIRED. H. (1) HOT CONDUCTOR FOR EACH CONTINUOUS LIGHTING SYSTEM LOAD REQUIREMENT: EMERGENCY

BATTERY PACK (BPB), NIGHT LIGHT, ETC. I. CONDUCTOR AMPACITY ADJUSTMENTS SHALL BE APPLIED AS DESCRIBED BY NEC CHAPTER 3 FOR EACH

SPECIFIC FIELD CONDITION.

8. GROUT AND SEAL ALL CONDUIT PENETRATIONS OF WALLS AND FLOOR SLABS TO PRESERVE FIRE RATING AND WATERTIGHT INTEGRITY.

9. THIS CONTRACTOR SHALL COORDINATE ALL HIS WORK WITH OTHER CONTRACTORS AT THE JOB SITE BEFORE INSTALLING NEW ITEMS. DO NOT INSTALL ANY EQUIPMENT WHICH WOULD LEAVE INADEQUATE OPERATION OR SERVICING SPACE FOR ANY ITEM FOR ENTIRE PROJECT. DRAWINGS ARE NOT INTENDED TO SHOW IN DETAIL ALL FEATURES OF WORK. CHECK LOCATION OF ELECTRICAL WORK TO DETERMINE IN ADVANCE THAT IT CLEARS ALL OBSTRUCTIONS.

10. ALL WIRING SHALL BE COPPER AND INSTALLED IN CONDUIT UNLESS OTHERWISE NOTED. MINIMUM CONDUCTOR SIZE SHALL BE #12AWG AND CONDUIT 3/4" TRADE SIZE. INSULATION SHALL BE TYPE "THHN/THWN". EXCEPT CONDUCTORS USED FOR AIR CONDITIONING AND CONDUCTORS #2AWG AND LARGER SHALL BE TYPE XHHW-2.

11. CONDUITS SHALL BE SUPPORTED BY FRAMING CHANNEL (UNISTRUT, B-LINE, OR AS ACCEPTED). INTERVALS OF SUPPORT SHALL COMPLY WITH NEC SECTION APPROPRIATE FOR CONDUIT MATERIAL USED.

12. ALL UNDERGROUND COMMUNICATION AND AUDIO/VISUAL CONDUITS THAT STUB UP FROM FLOOR AT MOUNTING BOARDS SHALL BE WITH FLUSH COUPLING; EXTEND CONDUITS 8" ABOVE FINISHED FLOOR, AND LOCATE 12" FROM ONE END.

13. CONNECTIONS TO VIBRATING MACHINERY SHALL BE MADE WITH LIQUID-TIGHT STEEL FLEXIBLE CONDUIT. LENGTHS SHALL NOT EXCEED 3 FT.

14. PROVIDE EQUIPMENT GROUND CONDUCTOR IN ALL CONDUIT RUNS EXCEPT RGS AND IMC. SIZE PER NEC 250.122.

15. PROVIDE IDENTIFICATION PER THE IDENTIFICATION OF ELECTRICAL SYSTEMS SPECIFICATION SECTION. CLEARLY INDICATE USE AND AREA SERVED FOR ALL PANELBOARD OVERCURRENT DEVICES PER NEC 408.4. CONTRACTOR SHALL TRACE OUT ALL UNIDENTIFIED BRANCH CIRCUITS AND FEEDERS TO DETERMINE THE AREA SERVED FOR ALL EXISTING TO REMAIN LOADS.

16. EDF: PRIOR TO ANY ROUGH-IN FOR EDF RECEPTACLES, COORDINATE WITH THE EDF INSTALLER AS TO BEST LOCATION SO AS TO CONCEAL THE ENTIRE ELECTRIC CORD.

17. ALL SELF-CONTAINED EMERGENCY BATTERY PACK EXITS AND LIGHTING FIXTURES SHALL BE CIRCUITED TO THE SAME BRANCH LIGHTING CIRCUIT SERVING NORMAL LIGHTING IN THE SAME AREA. THE CIRCUIT SHALL BE UN-SWITCHED SO THAT THE BATTERY CHARGER IS CONTINUOUSLY BEING ENERGIZED DURING NORMAL POWER CONDITIONS. IF THE LIGHTING FIXTURE IS SHOWN OR INDICATED AS BEING SWITCHED, ONLY THE LAMPS SHALL BE CONDITIONS. IF THE LIGHTING FIXTURE IS SHOWN OR INDICATED AS BEING SWITCHED, ONLY THE LAMPS SHALL BE CONTROLLED BY THE SWITCH CONDUCTOR(S) WITH THE BATTERY CHARGER REMAINING ENERGIZED.

18. SWITCHES WITH RED LIGHTED HANDLE SHALL BE PROVIDED FOR EXHAUST FANS. THE HANDLE SHALL BE "ILLUMINATED" WHEN IN THE "ON" POSITION. PROVIDE COVER PLATES WITH ENGRAVED LETTERS TO READ "EXHAUST FAN."

19. COORDINATE LIGHTING FIXTURE PLACEMENT WITH MECHANICAL, FIRE PROTECTION, AND FIRE ALARM DRAWINGS AND DO NOT ATTACH OR SUPPORT FROM MECHANICAL DUCTWORK IN ANY WAY.

20. PROVIDE RAISED CONCRETE HOUSEKEEPING CONCRETE PAD 4" ABOVE FINISHED FLOOR FOR ALL FREESTANDING ELECTRICAL SWITCHBOARD EQUIPMENT, MOTOR CONTROL CENTERS, DRY TYPE TRANSFORMERS, ETC. CONFIRM PAD SIZE WITH FINAL APPROVED SHOP DRAWINGS OF EQUIPMENT. EXCEPTION: SERVICE ENTRANCE SWITCHBOARDS WITH UTILITY COMPANY METERING, RAISED PAD SHALL CONFORM TO SERVING UTILITY COMPANY REQUIREMENTS AND IN SOME CASES CAN NOT BE RAISED.

21. PROVIDE SEPARATION OF LIFE SAFETY SYSTEM FEEDERS AND BRANCH CIRCUITS FROM ALL OTHER WIRING OR EQUIPMENT PER NEC 700.

22. CONTRACTOR SHALL PROVIDE THE FOLLOWING TESTS: GROUND FAULT PROTECTION PERFORMANCE, HI POTENTIAL ON SWITCHBOARDS, PANELBOARDS, MOTOR CONTROL CENTERS, AND OTHER EQUIPMENT RATED 1,000 AMPS OR MORE. A. COORDINATE WITH THE ELECTRICAL ENGINEER THE FOLLOWING SPECIAL INSPECTIONS:

a. GROUND FAULT PROTECTION PERFORMANCE TEST. b. SWITCHBOARDS, PANELBOARDS, MOTOR CONTROL CENTERS, AND OTHER EQUIPMENT RATED

1000 SWITCHBOARDS, PANELBOARDS, MOTOR CONTROL CENTERS, AND OTHER EQUIPMENT RATED 1000 AMPERES OR MORE, OR IN EXCESS OF 600 VOLTS.

c. TRANSFORMERS RATED 100 KVA OR MORE SINGLE PHASE AND 300 KVA OR MORE THREE PHASE.

d. ALL LIGHTING SYSTEMS SHALL BE CONTROLLED VIA AUTOMATIC CONTROL DEVICES TO COMPLY WITH APPLICABLE ENERGY CONSERVATION CODES.

23. UNLESS INDICATED IN SOME MANNER THAT ELECTRICAL EQUIPMENT IS EXISTING (EX), ALL OTHER EQUIPMENT SHALL BE NEW.

24. PROVIDE IDENTIFICATION NAMEPLATES AT ALL SES, DISTRIBUTION SWITCHBOARDS, DISTRIBUTION PANEL BOARDS, ETC. FOR THE LOCK-OUT/TAG-OUT PROCEDURE PER AHJ CRITERIA.

25. PROTECT ADJACENT AREAS FROM DAMAGE DURING THE PROGRESSION OF WORK. PROVIDE TEMPORARY SAFETY BARRIERS AS REQUIRED TO ENSURE SAFETY AND CONTINUED BUILDING OCCUPANCY. DAMAGE TO EXISTING AREAS SHALL BE RESTORED TO EXISTING UNDISTURBED CONDITION AT CONTRACTORS EXPENSE.

26. PROVIDE REQUIRED DUST AND NOISE CONTROL MEASURES TO ENSURE CONTINUED OPERATION OF ADJOINING BUILDING AREAS OR DEPARTMENTS WERE APPLICABLE.

27. NON-METALIC UNDERGROUND CONDUIT INSTALLED OUTSIDE THE BUILDING FOOTPRINT SHALL HAVE A CONTINUOUS TRACEABLE WIRE, #18AWG MINIMUM, INSTALLED WITHIN 6" DIRECTLY ABOVE IT IN ACCORDANCE WITH ARS #40-360-22M. WIRE SHALL EXTEND 24" ABOVE GRADE AT EACH END AND COILED NEATLY. WHERE OCCURRING WITHIN A SWITCHBOARD, SWITCHGEAR OR SIMILAR, TERMINATE COIL ON THE EQUIPMENT GROUND BUS. WHERE TERMINATING WITHIN A TELECOMMUNICATIONS ROOM, TERMINATE THE COIL ON THE GROUND BUS.

28. PRIOR TO ROUGH-IN AND FINAL CONNECTION, COORDINATE ELECTRICAL REQUIREMENTS AND EXACT LOCATION OF EQUIPMENT WITH ELECTRICAL CONTRACTOR.

29. THE CONTRACTOR SHALL EMPLOY QUALIFIED AND EXPERIENCED WORKMEN FOR THIS WORK. ALL RESTORATION WORK SHALL BE SUBJECT TO THE APPROVAL OF THE ARCHITECT AND/OR OWNER.

30. UNLESS INDICATED OTHERWISE, ALL EQUIPMENT, DEVICES, ETC. SHALL MATCH ESTABLISHED OWNER STANDARDS. ANY DEVIATIONS MUST BE APPROVED BY THE OWNER PRIOR TO PROCUREMENT.

31. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL REQUIRED LICENSING/LICENSES FOR ALL SYSTEMS SHOW IN THE CONSTRUCTION DOCUMENTS, INCLUDING BUT NOT LIMITED TO: ACCESS CONTROL AND CAMERA SURVEILLANCE.

M

1XX11V

CONNECTIVITY SCHEDULE

MARK DESCRIPTION CABLE

1XX11

1XX22

(1) - CAT 6

(1) - CAT 6

(2) - CAT 6

STANDARD DATA COMMUNICATIONS OUTLET CONSISTING OF:ONE (1) SINGLE GANG WALL MOUNT FACEPLATE, SINGLE PORT, STAINLESS STEEL WITH MOUNTING STUDS ONE (1) RJ45, 8-POSITION, CAT 6 JACK FOR VOICE

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LEGEND - TECHNOLOGYSYMBOL DESCRIPTION

TELECOMMUNICATIONS OUTLET. (SLASH INDICATES OUTLET MOUNTED ABOVE MILLWORK COUNTER.)

STANDARD DATA COMMUNICATIONS OUTLET CONSISTING OF:ONE (1) SINGLE GANG WALL MOUNT FACEPLATE, SINGLE PORT, ONE (1), 8-POSITION, CAT 6 JACK FOR VOICE OR DATA

STANDARD DATA COMMUNICATIONS OUTLET CONSISTING OF:ONE (1) SINGLE GANG WALL MOUNT FACEPLATE, TWO (2) PORT, TWO (2), 8-POSITION, CAT 6 JACKS FOR VOICE/DATA

STANDARD DATA COMMUNICATIONS OUTLET CONSISTING OF:ONE (1) SINGLE GANG WALL MOUNT FACEPLATE, FOUR (4) PORT, FOUR (4), 8-POSITION, CAT 6 JACKS FOR VOICE/DATA

"BISCUIT BOX" COMMUNICATIONS OUTLET CONSISTING OF:TWO (2), 8-POSITION, CAT 6 JACKS FOR DATA

ABBREVIATIONS - TECHNOLOGY

SECURITYPTZ PAN, TILT, ZOOMPTRZ PAN, TILT, REMOTE ZOOMSACP SECURITY ACCESS CONTROL PANELSAJB SECURITY ACCESS JUNTION BOX

TELECOMMUNICATIONSCDJB COMPUTER DATA JUNTION BOXCJB COMMUNICATIONS JUNTION BOXICJB INTERCOM JUNCTION BOXICS INTEGRATED COMMUNICATION SYSTEMIDF INTERMEDIATE DISTRIBUTION FRAMEMER MAIN EQUIPMENT ROOMMDF MAIN DISTRICUTION FRAME

SSJB SPECIAL SYSTEMS JUNTION BOXSSMB SPECIAL SYSTEMS MOUNTING BOARDTMB TELEPHONE MOUNTING BOARDTR TELECOMMUNICATIONS ROOM TTC TELEPHONE TERMINAL CABINETTVJB TELEVISION JUNTION BOX

VIDEOCATV CABLE TELEVISIONCCTV CLOSED CIRCUIT VIDEODVR DIGITAL VIDEO RECORDERNVR NETWORK VIDEO RECORDERVJB VIDEO JUNCTION BOXVSD VIDEO SWITCHER DEVICE

ABBREVIATIONS - GENERALA AMPHEREAFF ABOVE FINISHED FLOOR (TO CENTER

LINE OF ITEM/DEVICE/EQUIPMENT)AFG ABOVE FINISHED GRADE (TO CENTER

LINE OF ITEM/DEVICE/EQUIPMENT)AHJ AUTHORITY HAVING JURISDICTIONC CONDUITCKT CIRCUITCO CONDUIT ONLYCFCI CONTRACTOR FURNISHED, CONTRACTOR

INSTALLED.CSFD, CFSD COMBINATION SMOKE FIRE DAMPEREC EMPTY CONDUIT, ELECTRICAL

CONTRACTOREQ EQUIPMENTEP, EXP EXPLOSION PROOFEX EXISTING, REMAINEXR EXISTING, REMOVEEXRC EXISTING, REMOVE AND PROVIDE BLANK

COVERPLATE

EXRL EXISTING, RELOCATE, NEW LOCATIONEXRP EXISTING, REMOVE AND REPLACEEXRR EXISTING, REMOVE AND RELOCATE AS

INDICATEDGND, GRD GROUNDJB JUNCTION BOXNC NORMALLY CLOSEDNO NORMALLY OPENNIC NOT IN CONTRACTOFCI OWNER FURNISHED, CONTRACTOR

INSTALLED OFOI OWNER FURNISHED, OWNER

INSTALLED UNO UNLESS NOTED OTHERWISEV VOLTVA VOLT-AMPHERESVR VANDAL RESISTANTWP WEATHERPROOF

*** MOUNTING HEIGHT (OTHER THAN STANDARD 18"):+XX - MOUNTING HEIGHT (IN INCHES) AFF+FV - FIELD VERIFY MOUNTING HEIGHT

** SPECIAL CONSIDERATIONS/CONDITIONS:AV - AUDIO/VISUAL LOCATION, VERIFY TERMINATIONS

WITH AUDIO/VISUAL DESIGN AND/OR OWNERDC - DIRECT CONNECTION, VERIFY CONDUIT SIZE AND

TERMINATION REQUIREMENTS WITH EQUIPMENT MANUFACTURER PRIOR TO INSTALLATION

FB - FLOORBOX LOCATION, VERIFY ALL CONDUIT REQUIREMENTS PRIOR TO INSTALLATION

MF - MODULAR FURNITURE CONNECTION, VERIFY CONDUIT SIZE AND TERMINATION REQUIREMENTS WITH MANUFACTURER PRIOR TO INSTALLATION

PT - POKE-THRU LOCATION, VERIFY ALL CONDUIT REQUIREMENTS PRIOR TO INSTALLATION

SM - SURFACE-MOUNTED BACKBOX AND CONDUIT

* CONDUIT REQUIREMENT:CC - CONDUIT TO ACCESSIBLE CEILINGCF - CONDUIT THROUGH FLOOR TO ACCESSIBLE CEILING

AT LEVEL BELOWCH - CONDUIT TO ACCESSIBLE CEILING IN NEAREST

HALLWAY, CORRIDOR, OR SIMILAR CR - CONDUIT TO NEAREST TELECOMMUNICATION ROOMCT - CONDUIT TO NEAREST CABLE TRAY

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602.264.9731Phoenix Arizona 85004

dwlarchitects.com

AS BUILT DATE

DRN:SHEETDRWING

DATE:

DES:

DATE:

CK:

DATE:

SCALE:

PRC PROJECT NO. 19603 DIBBLE PROJECT NO 1018102.01

DWL PROJECT NO.1834.00

NEW TERMINAL CONVEYOR PACKAGE

BID

SE

T -

8/7

/19

12" = 1'-0" EC001

ELECTRICAL NOTES & SYMBOLS

ESZ

08/07/19

CITY OF PRESCOTTPRESCOTT REGIONAL AIRPORT

ELB AJB

08/07/19 08/07/19

REVISION BY DATE

43861

ADAM J.BAGBY

CE

R

T I F IC AT E

NO

.

Re

gis

tere

dP

rofessional Engineer

(Ele

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al)

08.07

.19

Page 11: NEW TERMINAL BUILDING CONVEYOR PACKAGE - Prescott€¦ · d. conveyor contractor shall coordinate with owner / terminal building contractor for construction scheduling e. there is

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MER ROOM

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2333 North Central Avenue

602.264.9731Phoenix Arizona 85004

dwlarchitects.com

AS BUILT DATE

DRN:SHEETDRWING

DATE:

DES:

DATE:

CK:

DATE:

SCALE:

PRC PROJECT NO. 19603 DIBBLE PROJECT NO 1018102.01

DWL PROJECT NO.1834.00

NEW TERMINAL CONVEYOR PACKAGE

BID

SE

T -

8/7

/19

3/32" = 1'-0" EC501

TERMINAL CONVEYOR PLAN POWER

ESZ

08/07/19

CITY OF PRESCOTTPRESCOTT REGIONAL AIRPORT

ELB AJB

08/07/19 08/07/19

REVISION BY DATE

0' 10' 20'

1. 480V/3P, 30A HEAVY DUTY NEMA 3R DISCONNECT WITH 15A LPS-RK FUSES FOR CONNECTION TO MOTORIZED OVERHEAD DOOR. DISCONNECT AND WIRING WILL BE PROVIDED BY GENERAL CONTRACTOR. INTERLOCKING WITH CONVEYOR SYSTEM BY CONVEYOR CONTRACTOR.

2. 480V/3P, 30A HEAVY DUTY NEMA 1 DISCONNECT WITH 15A LPS-RK FUSES FOR CONNECTION TO MOTORIZED OVERHEAD DOOR. DISCONNECT AND WIRING WILL BE PROVIDED BY GENERAL CONTRACTOR. INTERLOCKING WITH CONVEYOR SYSTEM BY CONVEYOR CONTRACTOR.

3. BACK BOX FOR KEYED OVERHEAD DOOR OPERATION SWITCH. OPERATION SWITCH DEVICE TO BE PROVIDED BY DOOR MANUFACTURER. OUTDOOR SWITCH DEVICES TO BE WEATHERPROOF. COORDINATE EXACT CONTROL REQUIREMENTS WITH MANUFACTURER. COORDINATE EXACT LOCATION WITH ARCHITECT PRIOR TO ROUGH-IN.

4. NEW MCP WILL BE PROVIDED BY CONVEYOR CONTRACTOR. MCP1 TO HAVE NEMA 3R RATED ENCLOSURE. MCP2 TO HAVE NEMA 1 RATED ENCLOSURE. REFER TO ONELINE FOR FURTHER REQUIREMENTS.

5. 480V/3P, 80A CONNECTION FOR BAGGAGE HANDLING SYSTEM MCP. REFER TO ONELINE FOR FURTHER INFORMATION.

6. 480V/3P, 60A CONNECTION FOR BAGGAGE HANDLING SYSTEM MCP. REFER TO ONELINE FOR FURTHER INFORMATION.

7. 120V/1P, 20A CONNECTION FOR BAGGAGE HANDLING SYSTEM MCP.

KEYED NOTES ( )##

A. EXACT LOCATIONS OF EQUIPMENT TO BE COORDINATED WITH CONVEYOR DRAWINGS PRIOR TO ROUGH-IN OF ANY CONDUITS.

B. EXACT REQUIREMENTS OF EQUIPMENT TO BE COORDINATED WITH CONVEYOR AND DOOR MANUFACTURERS.

GENERAL NOTES

NORTH

3/32" = 1'-0"

ELECTRICAL POWER PLAN - FIRST FLOOR

43861

ADAM J.BAGBY

CE

R

T I F IC AT E

NO

.

Re

gis

tere

dP

rofessional Engineer

(Ele

ct ri c

al)

08.07

.19

Page 12: NEW TERMINAL BUILDING CONVEYOR PACKAGE - Prescott€¦ · d. conveyor contractor shall coordinate with owner / terminal building contractor for construction scheduling e. there is

FUTURE

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joshore

joshore

joshore

joshore

joshore

joshore

joshore

joshore

joshore

joshore

joshore

----

-

PORTABLELOAD BANK

----

-

PORTABLE GENERATOR480Y/277V, 3Ø, 4W

GPU-295kVA

3P200A

150ALPS-RKNEMA 3R

150-

3W-O

A

'EG01' 200kWDIESEL ENGINE GENERATOR

480Y/277V, 3Ø, 4W 250kVAAT .8pF (300 AMPERES)

[NEC 700 & 702]

3PLSI

3PLSI

250AF100AT

400AF400AT

INCOMINGFROM UTILITY

UTILITY METERNO. ______ 3P

1200AF1200AT

LSIGSENSOR: 1200APLUG: N/ALTPU: 1.0x

1200

-4W

-OA

PLAN NOTES ( )

1. CAM STYLE CONNECTORS ACCESSIBLE VIA WEATHERPROOF (IN-USE) DOOR AS WELL AS PHASE,NEUTRAL, AND GROUND BUS TERMINATIONS TO ACCOMODATE TWO-HOLE TONGUELUGS.

2. PROVIDE PERMANENT PLAQUE INDICATING PHASE ROTATION AND BONDING REQUIREMENTS FOR THETERMPORARY GENERATOR IN COMPLIANCE WITH NEC 700.3(F).

3. TERMINATIONS FOR UP TO (4) 600 kCMIL PER PHASE (TWO-HOLE COMPRESSION LUGS).

4. OVERCURRENT DEVICE IS A PART OF A SELECTIVELY COORDINATED SYSTEM.

5. FUSIBLE COORDINATION PANEL.

6. BREAKER PROVIDED WITH CONTACT TO REMOTELY ANNUNCIATE THE PERMANENT GENERATORSOURCE HAS BEEN DISCONNECTED PER NEC 700.3 (F)(5). CONNECTED TO SPARE INPUT ON THE

GENERATOR ANNUNCIATOR.

7. BARRIER REQUIRED PER NEC 700.10 (B).

#

PWRMETER

240kASPD

300 kCMIL MBJ3/0 AWG GEC

SES-11200A, 480Y/277V, 3Ø, 4W65,000A SCCR/AIC, NEMA 3R

100-

4W-O

A

400-

4W-O

A

3P

400AF400AT

3P

250AF225AT

DS-11200A, 480Y/277V, 3Ø, 4W65,000A SCCR/AIC

LSI LSI3P

150AF60AT

LSI3P

250AF100AT

3PLSILSI

300 kCMIL MBJ3/0 AWG GEC

3P

250AF100AT

PGC

N.O.

LBC

1

3P

250AF100AT

N.C.3P

400AF400AT

N.O.3P

400AF400AT

N.C.3P

400AF400AT

N.O.

1

PGEN-1400A, 480Y/277V, 3Ø, 4W35,000A SCCR/AIC, NEMA 3R

HE-1

50-3

W-IC

6AWG

TE-130kVA480V-208Y/120V3Ø, 4W, 3.0% Z

125-

4WS

-IC

50ATCF

5

5

3P200A

125ALPJ

LE-1

35kAWCR

4P, 4WAT, DT,BI

ATS-E1

N E

100A

100-

4W-IC

100-4W-OA

3P

150AF150AT

DIST. PANEL 'HDP-OS'400A, 480Y/277V, 3Ø, 4W35,000A SCCR/AIC

TOS-175kVA480V-208Y/120V3Ø, 4W, 3.0% Z

2 AWG

3P

250AF225AT

LOS-1

225-

4WS

-IC15

0-3W

-IC

3P

150AF150AT

TOS-275kVA480V-208Y/120V3Ø, 4W, 3.0% Z

2 AWG

3P

250AF225AT

LOS-2

225-

4WS

-IC15

0-3W

-OA

35kAWCR

4P, 4WAT, DT,BI

ATS-OS1

N E

400A

400-

4W-IC

3P

150AF150AT

400-

4W-IC

100-4W-IC

400AF400AT

NEC 700

Emergency

Loads NEC 702 Optional Standby

HDPW-1600A, 480Y/277V, 3Ø, 4W35,000A SCCR/AIC

3P

150AF100AT

3P

150AF150AT

3P

150AF150AT

3P

150AF100AT

150-

3W-O

A

100-

4W-O

A

150-

3W-O

AGPU-145kVA

100-

4W-IC

400-

4W-IC

225-

3W-IC

250AF

Concessions

Panel

TSA Security

Checkpoint

TC-130kVA480V-208Y/120V3Ø, 4W, 3.0% Z

6 AWG

3P

150AF100AT

LC-1

100-

4WS

-IC60

-3W

-IC

TSCP-175kVA480V-208Y/120V3Ø, 4W, 3.0% Z

2 AWG

3P

250AF225AT

LSCP-1

225-

4WS

-IC15

0-3W

-OA

3P

600AF600AT

LSI

400-4W-OA

LSI

600-

4W-O

A

3P

400AF400AT

400-

4W-IC

HB-1

3P

250AF225AT

2 AWG

225-

3W-IC

TB-1112.5kVA480V-208Y/120V3Ø, 4W, 3.0% Z

250AF

400AF400AF

250AF250AF

LSI

3P100A

100ALPS-RK

100-

4WS

-OA

TA-1112.5kVA480V-208Y/120V3Ø, 4W, 3.0% Z

2 AWG

3P

250AF200AT

LA-1

200-

4WS

-SC

1

3P

250AF200AT

LA-2

200-

4WS

-SC

1

LSI LSI LSI LSI

3P

250AF200AT

LB-1

200-

4WS

-SC

1

3P

250AF200AT

LB-2

200-

4WS

-SC

1

3P200A

60ALPS-RKNEMA 3R

LSI3P

150AF150AT

3P

150AF125AT

LSI

125-

3W-IC

3P200A

125ALPS-RKNEMA 3R

IWH-192.62FLA

115.8 MCA

UNDERGROUNDPULL SECTION

60-3

W-O

A

NO MBJ3/0 AWG GEC

LSI LSI LSI LSI

2

HA-1400A, 480Y/277V, 3Ø, 4W35,000A SCCR/AIC

3P

150AF20AT

20-3

W-IC

BHS MCP

BHSMCP2

80 FLA

25kA SCCR

BHS MCP

BHSMCP1

60 FLA

25kA SCCR

VSD WITHINTEGRALBYPASS

ANDDISCONNECT

25kA SCCR

3P30A

NEMA 3R

PCWP-11.5 HP

20-3

W-IC

3P

150AF20AT

20-3

W-IC

VSD WITHINTEGRALBYPASS

ANDDISCONNECT

25kA SCCR

3P30A

NEMA 3R

PCWP-21.5 HP

20-3

W-IC

3P

150AF20AT

20-3

W-IC

VSD WITHINTEGRALBYPASS

ANDDISCONNECT

25kA SCCR

3P30A

NEMA 3R

SCWP-13 HP

20-3

W-IC

3P

150AF20AT

20-3

W-IC

VSD WITHINTEGRALBYPASS

ANDDISCONNECT

25kA SCCR

3P30A

NEMA 3R

SCWP-23 HP

20-3

W-IC

3P

150AF20AT

20-3

W-IC

VSD WITHINTEGRALBYPASS

ANDDISCONNECT

25kA SCCR

3P30A

NEMA 3R

CT-1 (FAN)5 HP

20-3

W-IC

REFER TOPANELSCHEDULE FORADDITIONALCIRCUITS

3

4

4

4

4

4

6

74

M

P1 P1 P2P2

LAND L

SPD

SPD

FEEDER SCHEDULETAG FEEDER DESCRIPTION NOTES

1200-4W-OA (4) 3 1/2"C., EACH WITH: (3) 500 kCMIL, (1) 500 kCMIL NEUTRAL, AND (1) 4/0 AWG GND. †

600-4W-OA (2) 3 1/2"C., EACH WITH: (3) 500 kCMIL, (1) 500 kCMIL NEUTRAL, AND (1) 2/0 AWG GND. †

400-4W-IC (2) 2"C., EACH WITH: (3) 3/0 AWG, (1) 3/0 AWG NEUTRAL, AND (1) 2 AWG GND.

400-4W-OA (2) 2 1/2"C., EACH WITH: (3) 4/0 AWG, (1) 4/0 AWG NEUTRAL, AND (1) 1 AWG GND. †

225-3W-IC (3) 4/0 AWG, AND (1) 4 AWG GND IN 2"C.

225-4WS-IC (3) 4/0 AWG, (1) 4/0 AWG NEUTRAL, AND (1) 2 AWG GND IN 2 1/2"C.

150-3W-IC (3) 1/0 AWG, AND (1) 6 AWG GND IN 1 1/2"C.

150-3W-OA (3) 2/0 AWG, AND (1) 4 AWG GND IN 1 1/2"C. †

125-4WS-IC (3) 1/0 AWG, (1) 1/0 AWG NEUTRAL, AND (1) 6 AWG GND IN 2"C.

125-4W-IC (3) 1/0 AWG, (1) 1/0 AWG NEUTRAL, AND (1) 6 AWG GND IN 2"C.

100-4W-IC (3) 1 AWG, (1) 1 AWG NEUTRAL, AND (1) 8 AWG GND IN 1 1/2"C.

100-4WS-IC (3) 1 AWG, (1) 1 AWG NEUTRAL, AND (1) 6 AWG GND IN 1 1/2"C.

100-4W-OA (3) 1 AWG, (1) 1 AWG NEUTRAL, AND (1) 8 AWG GND IN 1 1/2"C.

100-4WS-OA (3) 1 AWG, (1) 1 AWG NEUTRAL, AND (1) 6 AWG GND IN 1 1/2"C.

80-4W-OA (3) 2 AWG, (1) 2 AWG NEUTRAL, AND (1) 8 AWG GND IN 1 1/4"C.

70-4W-OA (3) 4 AWG, (1) 4 AWG NEUTRAL, AND (1) 8 AWG GND IN 1 1/4"C.

60-3W-IC (3) 4 AWG, AND (1) 10 AWG GND IN 1"C.

60-3W-OA (3) 4 AWG, AND (1) 10 AWG GND IN 1"C.

50-3W-IC (3) 6 AWG, AND (1) 10 AWG GND IN 1"C.

125-3W-IC (3) 1/0 AWG, AND (1) 6 AWG GND IN 1 1/2"C.

20-3W-IC (3) 12 AWG, AND (1) 12 AWG GND IN 3/4"C.

200-4WS-SC1 (3) 3/0 AWG, (1) 3/0 AWG NEUTRAL, AND (1) 2 AWG GND IN 2"C.

CONDITION ABBREVIATIONS

IC INDOOR, CONDUIT IN AIR

NL INDOOR, NON-LINEAR LOADS (NOTE 1)

OA OUTDOOR, 50°C AMBIENT, OTHER THAN ROOFTOPS (NOTE 1)

RT OUTDOOR, 50°C AMBIENT, MIN. 3.5" ABOVE ROOFTOP (NOTE 1)

NOTES

1 AMPACITY ADJUSTMENT BASED ON 90°C AMPACITY IN ACCORD WITH NEC 110.14(C).

●USING "NEXT HIGHER STANDARD OVERCURRENT DEVICE RATING (ABOVE THE AMPACITY OF THECONDUCTORS BEING PROTECTED)" RULE IN ACCORD WITH NEC 240.4(B).

† UPSIZED BASED ON "CIRCULAR MIL AREA OF THE UNGROUNDED CONDUCTORS" PER 250.122(B).

‡GROUND SIZE "NOT [...] REQUIRED TO BE LARGER THAN THE CIRCUIT CONDUCTORS SUPPLYINGTHE EQUIPMENT" IN ACCORD WITH NEC 250.122.

1

1

2333 North Central Avenue

602.264.9731Phoenix Arizona 85004

dwlarchitects.com

AS BUILT DATE

DRN:SHEETDRWING

DATE:

DES:

DATE:

CK:

DATE:

SCALE:

PRC PROJECT NO. 19603 DIBBLE PROJECT NO 1018102.01

DWL PROJECT NO.1834.00

NEW TERMINAL CONVEYOR PACKAGE

BID

SE

T -

8/7

/19

12" = 1'-0" EC801

ELECTRICAL ONE-LINE DIAGRAMS

ESZ

08/07/19

CITY OF PRESCOTTPRESCOTT REGIONAL AIRPORT

ELB AJB

08/07/19 08/07/19

REVISION BY DATE

1. INDICATES SCOPE OF WORK FOR CURRENT PHASE.

KEYED NOTES ( )##43861

ADAM J.BAGBY

CE

R

T I F IC AT E

NO

.

Re

gis

tere

dP

rofessional Engineer

(Ele

ct ri c

al)

08.07

.19

Page 13: NEW TERMINAL BUILDING CONVEYOR PACKAGE - Prescott€¦ · d. conveyor contractor shall coordinate with owner / terminal building contractor for construction scheduling e. there is

SES-1 UTILITY

480.0 V

25773.0 Amps 3P (8.000 X/R)

25773.0 Amps SLG (8.000 X/R)

SES-1 LINE SIDE480.0 V

25773 A 3P (8.00 X/R)

25773 A SLG (8.00 X/R)

SES-1 MAIN CB

CUTLER-HAMMER

SBN-612

Sens/Trip 1200.0 A

Plug 1200.0 A

SES-1480.0 V

25718 A 3P (8.02 X/R)

25718 A SLG (8.02 X/R)

DS-1480.0 V

23799 A 3P (5.98 X/R)

22901 A SLG (5.86 X/R)

DS-1 Feed

4 - 500 Copper

4-1/C+G, THHN (PVC)

85.0 ft (Non-Magnetic)

HA-1 Feed CB

Sens/Trip 0.0 A

Plug 0.0 A

TA-1 Feed CB

Sens/Trip 0.0 A

Plug 0.0 A

MCP2 Feed CB

Sens/Trip 0.0 A

Plug 0.0 A

GPU-1 Feed CB

Sens/Trip 0.0 A

Plug 0.0 A

TC-1 Feed CB

Sens/Trip 0.0 A

Plug 0.0 A

HDPW-1 Feed CB

Sens/Trip 0.0 A

Plug 0.0 A

IWH-1 Disc Feed CB

Sens/Trip 0.0 A

Plug 0.0 A

ATS-OS1 Pri (N) Feed CB

Sens/Trip 0.0 A

Plug 0.0 A

ATS-E1 Pri (N) Feed CB

Sens/Trip 0.0 A

Plug 0.0 A

HA-1 Feed

2 - 3/0 Copper

4-1/C+G, THHN (PVC)

20.0 ft (Magnetic)

HA-1

480.0 V

22513 A 3P (4.40 X/R)

21071 A SLG (3.72 X/R)

TA-1 Pri Feed

1 - 4/0 Copper

3-1/C+G, THHN (PVC)

20.0 ft (Magnetic)

TA-1 Pri480.0 V

21511 A 3P (3.90 X/R)

19711 A SLG (3.17 X/R)

S

P

TA-1

113 kVA

3.00%IZ (3.4 X/R)

TA-1 Sec208.0 V

8605 A 3P (3.47 X/R)

9133 A SLG (3.45 X/R)

LA-1 Feed

1 - 3/0 Copper

4-1/C+G, THHN (PVC)

5.0 ft (Magnetic)

LA-2 Feed

1 - 3/0 Copper

4-1/C+G, THHN (PVC)

10.0 ft (Magnetic)

LA-1

208.0 V

8387 A 3P (3.21 X/R)

8751 A SLG (2.99 X/R)

LA-2

208.0 V

8175 A 3P (2.98 X/R)

8387 A SLG (2.66 X/R)

MCP2 (BHS) Feed

1 - 1 Copper

4-1/C+G, THHN (PVC)

25.0 ft (Magnetic)

MCP2 (BHS)480.0 V

19512 A 3P (2.18 X/R)

16663 A SLG (1.58 X/R)

GPU-1 Feed

1 - 2/0 Copper

4-1/C+G, THHN (PVC)

120.0 ft (Non-Magnetic)

GPU-1480.0 V

12748 A 3P (1.18 X/R)

10785 A SLG (1.19 X/R)

TC-1 Pri Feed

1 - 4 Copper

3-1/C+G, THHN (PVC)

20.0 ft (Magnetic)

TC-1 Pri480.0 V

18190 A 3P (1.53 X/R)

14581 A SLG (1.06 X/R)

S

P

TC-1

30 kVA

3.00%IZ (2.7 X/R)

TC-1 Sec208.0 V

2607 A 3P (2.61 X/R)

2661 A SLG (2.65 X/R)

LC-1 Disc Feed

1 - 1 Copper

4-1/C+G, THHN (PVC)

5.0 ft (Magnetic)

LC-1 Disc208.0 V

2576 A 3P (2.51 X/R)

2609 A SLG (2.46 X/R)

LC-1 Feed

1 - 1 Copper

4-1/C+G, THHN (PVC)

90.0 ft (Magnetic)

LC-1208.0 V

2075 A 3P (1.53 X/R)

1832 A SLG (1.20 X/R)

HDPW-1 Feed

2 - 500 Copper

4-1/C+G, THHN (PVC)

245.0 ft (Non-Magnetic)

HDPW480.0 V

16391 A 3P (3.03 X/R)

13856 A SLG (3.14 X/R)

IWH-1 Feed

1 - 1/0 Copper

4-1/C+G, THHN (PVC)

25.0 ft (Magnetic)

IWH-1480.0 V

20054 A 3P (2.51 X/R)

17495 A SLG (1.85 X/R)

MCP1 Feed CB

Sens/Trip 0.0 A

Plug 0.0 A

MCP1 (BHS) Feed

1 - 1 Copper

4-1/C+G, THHN (PVC)

35.0 ft (Non-Magnetic)

MCP1 (BHS)480.0 V

13358 A 3P (1.62 X/R)

11091 A SLG (1.68 X/R)

GPU-2 Feed CB

Sens/Trip 0.0 A

Plug 0.0 A

GPU-2 Feed

1 - 2/0 Copper

4-1/C+G, THHN (PVC)

105.0 ft (Non-Magnetic)

GPU-2480.0 V

10672 A 3P (1.29 X/R)

8681 A SLG (1.38 X/R)

HB-1 Feed CB

Sens/Trip 0.0 A

Plug 0.0 A

HB-1 Feed

2 - 3/0 Copper

4-1/C+G, THHN (PVC)

5.0 ft (Magnetic)

HB-1

480.0 V

16212 A 3P (2.94 X/R)

13658 A SLG (3.00 X/R)

TB-1 Feed CB

Sens/Trip 0.0 A

Plug 0.0 A

TB-1 Pri Feed

1 - 4/0 Copper

3-1/C+G, THHN (PVC)

10.0 ft (Magnetic)

TB-1 Pri480.0 V

15759 A 3P (2.79 X/R)

13163 A SLG (2.76 X/R)

S

P

TB-1

113 kVA

3.00%IZ (3.4 X/R)

TB-1 Sec208.0 V

8095 A 3P (3.24 X/R)

8743 A SLG (3.28 X/R)

LB-1 Feed

1 - 3/0 Copper

4-1/C+G, THHN (PVC)

5.0 ft (Magnetic)

LB-2 Feed

1 - 3/0 Copper

4-1/C+G, THHN (PVC)

5.0 ft (Magnetic)

LB-1

208.0 V

7898 A 3P (3.02 X/R)

8388 A SLG (2.88 X/R)

LB-2

208.0 V

7898 A 3P (3.02 X/R)

8388 A SLG (2.88 X/R)

ATS-OS1 Pri (N) Feed

2 - 3/0 Copper

4-1/C+G, THHN (PVC)

10.0 ft (Magnetic)

ATS-E1 Pri (N) Feed

1 - 1 Copper

4-1/C+G, THHN (PVC)

12.0 ft (Magnetic)

ATS-OS1 (N) Pri480.0 V

23148 A 3P (5.06 X/R)

21972 A SLG (4.52 X/R)

ATS-E1 (N) Pri480.0 V

21717 A 3P (3.17 X/R)

19794 A SLG (2.43 X/R)

EG01 GEN

200 kW / 250 kVA480 V

X"d 0.1500 pu

ATS-OS1 (O) Pri480.0 V

1967 A 3P (13.14 X/R)

1950 A SLG (12.37 X/R)

ATS-E1 (E) Pri480.0 V

1937 A 3P (7.78 X/R)

1908 A SLG (7.02 X/R)

EN

ATS-E1

EN

ATS-OS1

ATS-OS1 Sec480.0 V

23147 A 3P (5.06 X/R)

21972 A SLG (4.52 X/R)

ATS-E1 Sec480.0 V

21717 A 3P (3.17 X/R)

19794 A SLG (2.43 X/R)

ATS-E1 Pri (E) Feed

1 - 1 Copper

4-1/C+G, THHN (PVC)

60.0 ft (Non-Magnetic)

ATS-OS1 Pri (O) Feed

2 - 4/0 Copper

4-1/C+G, THHN (PVC)

65.0 ft (Non-Magnetic)

ATS-OS1 Pri (O) Feed CB

Sens/Trip 0.0 A

Plug 0.0 A

ATS-E1 Pri (E) Feed CB

Sens/Trip 0.0 A

Plug 0.0 A

PGEN-1

480.0 V

1987 A 3P (16.12 X/R)

1980 A SLG (15.54 X/R)

EG01480.0 V

2002 A 3P (20.00 X/R)

2002 A SLG (20.00 X/R)

PGEN-1 (E) Feed CB

Sens/Trip 0.0 A

Plug 0.0 A

PGEN-1 (O) Feed CB

Sens/Trip 0.0 A

Plug 0.0 A

ATS-E1 Pri (E) Feed0

1 - 1 Copper

4-1/C+G, THHN (PVC)

60.0 ft (Non-Magnetic)

ATS-OS1 Pri (O) Feed0

2 - 4/0 Copper

4-1/C+G, THHN (PVC)

65.0 ft (Non-Magnetic)

HE-1 Feed

1 - 1 Copper

4-1/C+G, THHN (PVC)

12.0 ft (Magnetic)

HDP-OS Feed

2 - 3/0 Copper

4-1/C+G, THHN (PVC)

17.0 ft (Magnetic)

HE-1480.0 V

19675 A 3P (2.23 X/R)

16884 A SLG (1.62 X/R)

HSP-OS480.0 V

22079 A 3P (4.05 X/R)

20460 A SLG (3.32 X/R)

TE-1 Pri Feed CB

Sens/Trip 0.0 A

Plug 0.0 A

TE-1 Pri Feed

1 - 6 Copper

3-1/C+G, THHN (PVC)

8.0 ft (Magnetic)

TE-1 Pri480.0 V

16668 A 3P (1.36 X/R)

12882 A SLG (0.95 X/R)

S

P

TE-1

30 kVA

3.00%IZ (2.7 X/R)

TE-1 Sec208.0 V

2595 A 3P (2.57 X/R)

2653 A SLG (2.62 X/R)

LE-1 Feed

1 - 1/0 Copper

4-1/C+G, THHN (PVC)

5.0 ft (Magnetic)

LE-1208.0 V

2568 A 3P (2.50 X/R)

2608 A SLG (2.48 X/R)

TOS-1 Pri Feed CB

Sens/Trip 0.0 A

Plug 0.0 A

TOS-2 Pri Feed CB

Sens/Trip 0.0 A

Plug 0.0 A

TSCP-1 Pri Feed CB

Sens/Trip 0.0 A

Plug 0.0 A

TOS-1 Pri Feed

1 - 3/0 Copper

3-1/C+G, THHN (PVC)

10.0 ft (Magnetic)

TOS-1 Pri480.0 V

20892 A 3P (3.33 X/R)

18822 A SLG (2.60 X/R)

S

P

TOS-1

75 kVA

3.00%IZ (3.2 X/R)

TOS-1 Sec208.0 V

6066 A 3P (3.18 X/R)

6332 A SLG (3.17 X/R)

LOS-1 Feed

1 - 4/0 Copper

4-1/C+G, THHN (PVC)

5.0 ft (Magnetic)

LOS-1208.0 V

5965 A 3P (3.05 X/R)

6162 A SLG (2.95 X/R)

TOS-2 Pri Feed

1 - 3/0 Copper

3-1/C+G, THHN (PVC)

240.0 ft (Magnetic)

TOS-2 Pri480.0 V

8334 A 3P (1.10 X/R)

5696 A SLG (0.85 X/R)

S

P

TOS-2

75 kVA

3.00%IZ (3.2 X/R)

TOS-2 Sec208.0 V

5192 A 3P (2.24 X/R)

5675 A SLG (2.44 X/R)

LOS-2 Feed

1 - 4/0 Copper

4-1/C+G, THHN (PVC)

5.0 ft (Magnetic)

LOS-2208.0 V

5113 A 3P (2.19 X/R)

5530 A SLG (2.33 X/R)

TSCP-1 Pri Feed

1 - 3/0 Copper

3-1/C+G, THHN (PVC)

240.0 ft (Magnetic)

TSCP-1 Pri480.0 V

8334 A 3P (1.10 X/R)

5696 A SLG (0.85 X/R)

S

P

TSCP-1

75 kVA

3.00%IZ (3.2 X/R)

TSCP-1 Sec208.0 V

5192 A 3P (2.24 X/R)

5675 A SLG (2.44 X/R)

LSCP-1 Feed

1 - 4/0 Copper

4-1/C+G, THHN (PVC)

5.0 ft (Magnetic)

LSCP-1208.0 V

5113 A 3P (2.19 X/R)

5530 A SLG (2.33 X/R)

1

1

2333 North Central Avenue

602.264.9731Phoenix Arizona 85004

dwlarchitects.com

AS BUILT DATE

DRN:SHEETDRWING

DATE:

DES:

DATE:

CK:

DATE:

SCALE:

PRC PROJECT NO. 19603 DIBBLE PROJECT NO 1018102.01

DWL PROJECT NO.1834.00

NEW TERMINAL CONVEYOR PACKAGE

BID

SE

T -

8/7

/19

12" = 1'-0" EC901

ELECTRICAL CALCULATIONS

ESZ

08/07/19

CITY OF PRESCOTTPRESCOTT REGIONAL AIRPORT

ELB AJB

08/07/19 08/07/19

REVISION BY DATE

N.T.S.1

SHORT CIRCUIT FAULT CALCULATION

1. INDICATES SCOPE OF WORK FOR CURRENT PHASE.

KEYED NOTES ( )##

43861

ADAM J.BAGBY

CE

R

T I F IC AT E

NO

.

Re

gis

tere

dP

rofessional Engineer

(Ele

ct ri c

al)

08.07

.19