SCOTIABANK CENTRE LED SCOREBOARD REPLACEMENT

SECTION 11 61 99 LED SCOREBOARD & ASSOCIATED SYSTEMS

PART 1 – GENERAL

1.1 INTRODUCTION

A. Scotiabank Centre is the largest multipurpose facility in Atlantic Canada and the hub for major events in Nova Scotia. It serves as the region's premier venue for sports and entertainment and is home to the Halifax Mooseheads, the Royal Nova Scotia International Tattoo, the Halifax Thunderbirds and the Halifax Hurricanes.

B. Over the past several years the Halifax Regional Municipality has completed several upgrades to the facility including concourses, and seating. The replacement of the Centre Hung Scoreboard and upgrades to the Video Production Control Room & Broadcast Cabling will continue the process of modernizing the building.

1.2 DEFINITIONS

A. “Consultant”: VWMason Technology Consultants Ltd. and its authorized representatives, referred to throughout as if singular in number.

B. "Contractor": the proponent awarded the contract to supply and install the SBS, including their authorized representatives, referred to throughout as if singular in number and masculine in gender.

C. “LED Scoreboard and Associated Systems”: the arena video displays, structures, scoring system, and related systems. The scope of this specification. Referred to as the “SBS” throughout the Specification document.

D. "Owner": Halifax Regional Municipality and its authorized representatives, referred to throughout as if singular in number.

E. “Video Production Control Room”: the central hub for the in-house HD video production to be installed by the Owner. Referred to as the “VPCR” throughout the Specification document.

1.3 SYSTEM OVERVIEW

A. The following is intended to describe the work and clarify design intent and is not an exhaustive description of the SBS.

B. The SBS includes the following components and systems: 1. Four (4) sided center-hung LED scoreboard system as the focal point of the SBS. This scoreboard is comprised of the following sections: a. One (1) top sponsorship crown b. One (1) upper LED ribbon

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c. Four (4) main LED replay displays d. Four (4) corner LED displays e. One (1) lower LED ribbon f. One (1) bottom sponsorship non-illuminated panel g. Scoreboard structure h. End wall fixed digit scoreboard for sports rentals 2. LED display processing and signal distribution 3. Suite level fascia LED Displays & mid-bowl specialty LED Displays (Optional – supply only)

C. The physical locations of areas within Scotiabank Centre where integration is possible are: 1. The Video Production Control Room (VPCR) 2. Roof trusses 3. Catwalk level 4. The center-hung LED Scoreboard. 5. All other rooms that interconnect the above areas through which conduit could be run.

1.4 SCOPE OF WORK

A. Provide the design, engineering, labour, supplies, materials, tools, test equipment, transportation, offloading, supervision, and coordination required to complete the supply, installation, training, and commissioning of the SBS as described in this specification, schedules, attachments, and related drawings.

B. The Contractor is responsible for providing a complete and operational SBS that meets all requirements of this specification.

C. The Contractor must be thoroughly knowledgeable and acquainted with the complete contents and requirements of this section.

D. The SBS must be completed according to the contract documents; as well as all applicable civic, provincial, and national codes and regulations; and manufacturer requirements and specifications.

1.5 RELATED SCOPES BY OWNER

A. SECTION 11 52 19 Video Production Control Room Upgrades (VPCR)

B. SECTION 27 60 00 Broadcast Cabling Infrastructure (BCI)

C. Base Building Structure

D. Base Building Electrical

E. Removals by Owner

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1.6 RESPONSIBILITY AND RELATED WORK

A. Concept drawings are provided at the end of Specification 11 61 99. The purpose of these drawings is to illustrate general design intent; they are not construction drawings. The Contractor is responsible for completing all design and engineering for structural and electrical components and systems. All drawings must be stamped by a professional engineer licensed to practice in the Province of Nova Scotia

B. The Contractor is responsible to ensure all the Work is done in accordance with all codes and authorities having jurisdiction, including submission for any required permits and inspections by authorities having jurisdiction.

C. The Contractor must verify all dimensions and site conditions to ensure the proper placement of all equipment, systems, and electrical services prior to submitting drawings for approval and prior to commencing work.

D. The Contractor must examine all professional drawings including, but not limited to architectural, civil, structural, mechanical, electrical related to the SBS.

E. In order to maintain quality assurance, the Contractor will regularly review all project documentation and site conditions to ensure that the work of others as it pertains to the SBS is developing as expected. The Contractor will promptly report any deficiencies, errors, omissions, discrepancies or matters requiring clarification to the Owner in writing.

F. The new VPCR will be the central hub for the in-house HD video production and house the SBS operating system. It will receive audio and video feeds from the mobile production trucks, its own cameras, satellite and/or cable boxes, the Sound Reinforcement System, and the local radio feeds. The VPCR will also generate feeds to be displayed throughout the arena on monitors and speakers in luxury boxes, general concourse areas, various media centre booths, and the new SBS. These feeds will be received and distributed by baseband and/or RF signals via fibre and/or copper-based media where appropriate. Simultaneous work by others will occur in the VPCR. The Contractor must coordinate with other contractors, the Consultant, and with the Owner to ensure a harmonious, collaborative, and timely installation.

G. The Owner will provide the Scoreboard Control System which will include a Ross XPression system (or approved equivalent) that is intended to provide a video signal for the various elements of the LED system which includes the upper ribbon, main replay, lower ribbon, suite level fascia, and mid-bowl specialty LED displays. The four (4) sides of the upper ribbon, four (4) sides of the main replay displays, four (4) sides of the lower ribbons, two (2) sections of suite level fascia, and six (6) mid-bowl specialty LED displays are all intended to be mirrored in their respective input. All required processing, signal distribution, and LED display control after the Ross XPression are the responsibility of the SBS Contractor.

H. A PTZ broadcast camera will be installed by the Owner on the scoreboard structure. The Contractor must coordinate with the contractors installing these systems, the Consultant, and with the Owner to ensure a harmonious, collaborative, and timely installation.

I. The existing scoring system is a facility wide system that includes OES Inc. fixed digit scoreboards, locker room clocks, goal lights, time keepers’ controllers, and scoreboard

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mounted horn. The Contractor will be required to re-install and connect the existing scoreboard mounted horn.

J. The Contractor is responsible for all design and engineering, not specifically noted in the specification and request for proposal documents.

K. The Owner will provide structural hanging hooks as part of the project structural design for the Hoist System. These rigging points are to be considered the primary structural steel.

L. The Owner will provide the Scoreboard Hoist System which will include four (4) CM Lodestar #5279H XL 5-Ton electric chain hoists with hook suspension and chain containers (or approved equivalent). The hoist body will reside within the scoreboard structure and the chain hook will attach to the roof connection points.

M. The Owner will be providing four (4) primary attachment points for the chain hoists and four (4) secondary attachment points that are intended to be able to dead-hang the scoreboard if the chain hoists need to be removed for service or replacement.

N. The Contractor is responsible to design, supply and install all secondary structural steel and hardware required to complete the SBS. All structures, steel, and attachments not included in the project structural design are considered secondary structural steel. The Contractors responsibilities include a detailed engineering review and stamped drawings; as well as, all labor, materials, equipment, tools, transportation, and project management required for a fully operational system. All required structural steel drawings will be reviewed by the Owner.

O. The Contractor will work with the Owner and Consultant to achieve the desired results of the aesthetic looks of Center Hung LED Scoreboard structure, finishes, and signage.

P. The Contractor is responsible for assembly, modifications as required, and mounting of all components onto the structures.

Q. All shop drawings, schematic diagrams, and connection diagrams will be reviewed by the Owner’s Consultant prior to beginning work. The design intent of the wiring is fully to inter- connect the equipment to utilize its capabilities.

R. The Owner will provide primary power at a defined demarcation point on the catwalk level directly adjacent to the LED Scoreboard location. The primary power demark point will be defined as the 120/208V 3-phase output of the transformer.

S. The Contractor is responsible for all electrical distribution from the demarcation point to new systems. The Contractor will provide all secondary power connections/terminations required to power new systems based on code and product requirements. Contractor to provide a 400A 3- phase 120/208V load centre and all other required power distribution from the point of the 120/208V output of the transformer.

T. The Owner will supply and install all required conduit and tray pathways between the Video Production Control Room (VPCR) and the demarcation points. The Contractor is responsible for terminating, testing, and labeling the 24-strand single mode fiber cable provided by the Owner to make the new system(s) complete and fully operational. Two runs of 12-strand FIS

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Blue #FB-50-TACCABLE-12 will be provided between the catwalk and VPCR with enough length to terminate into the VPCR racks and drop down into the scoreboard structure when in its lowest position.

U. The Owners will supply all required conduit and tray pathways between all new parts of the sports scoring system.

V. The Contractor is responsible to supply, install, and terminate all required low voltage control cabling within the scoreboard structure needed to make the system(s) complete and fully operational.

W. The Contractor will be responsible for terminating all SBS related wire in the proper rack, JBT, wall plate, or electrical junction box as required, as well as mounting all required termination accessories and related equipment. Where fibre cable is being installed, the Contractor must supply a Certified Fibre Optic Technician to perform these terminations.

X. In order to provide a complete, working system, the Contractor will supply and install: all specified products, required accessories, necessary adapters, all installation materials, shop supplies, tools, minor equipment, spare parts, and documentation without claim for additional payment.

Y. The Contractor will maintain an experienced superintendent and necessary assistants, one or more of who must always attend Scotiabank Centre during the installation of the SBS. The superintendent will act as the Contractor's authorized representative at the site and be approved by the Owner.

Z. The Contractor is required to seek approvals from the Owner to connect any IT component to the Owner’s networks. Approvals may not be granted depending on the hardware and/or software specifications.

AA. The Contractor will provide licenses for all software required to make the SBS fully operational. Copies of all proprietary programming and software licenses will be included in the contract closeout submittals.

BB. The Contractor will operate all required equipment to test the system and its components completely.

CC. Other related SBS Integration responsibilities include but are not limited to: 1. Installation of operator workstations. 2. Installation of external electrical boxes that accommodate fibre enclosures. 3. Sub-contracting electrical work. 4. Coordination with other trades. 5. Delivery of submittals. 6. Commissioning and testing of all systems and installed equipment. 7. Adjustments and changes to the system to ensure proper function. 8. Written report detailing commissioning and test results. 9. Operator training, and manual preparation and delivery. 10. Warranty services.

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1.7 REFERENCES

A. Published specifications and standards by trade, industry, and governmental organizations apply the design, construction, and installation of the SBS. The Contractor and its sub- contractors and suppliers will have knowledge of these standards where they apply to the work required within this Specification and comply with their requirements as it applies to the project work. These specifications and standards include but are not limited to:

1. Canadian Standards Association (CSA). 2. Underwriters Laboratories (UL). 3. Occupational Health and Safety (OHS). 4. Occupational Safety and Health Administration (OSHA). 5. Electrical Safety Authority (ESA). 6. Canadian Electrical Code (CEC). 7. National Electric Code (NEC). 8. Canadian Electrical Manufacturers Representatives Association (CEMRA) 9. National Electrical Manufacturers Association (NEMA). 10. Canadian Radio-television and Telecommunications Commission (CRTC) rules and regulations. 11. Federal Communications Commission (FCC) rules and regulations including FCC part 15 Class A. 12. Industry Canada ICES003 EMC, RSS-210 Intentional Radiation. 13. Industry Canada ICES-005 – Lighting Equipment 14. Society of Cable Television Engineers (SCTE). 15. Society of Motion Picture and Television Engineers (SMPTE). 16. American National Safety Institute (ANSI). Including but not limited to: a. ANSI B17.1M, Keys and key seats... b. ANSI B18.2.1&2, Specification for square and hex bolts and nuts. c. ANSI B106.1M, Design of Transmission Shafting. d. ANSI E1.4, Entertainment Technology – Manual Counterweight Rigging. e. ANSI E1.6-1, Entertainment Technology – Powered Hoist Systems. f. ANSI E1-22, Entertainment Technology – Fire Safety Curtain System. 17. Canadian Institute of Steel Construction (CISC). 18. American Iron and Steel Institute (AISI). 19. Canadian Standards Association CSA S16, Specification for structural steel. 20. American Society of Testing Materials (ASTM).

1.8 SUBMITTALS

A. Project Submittals 1. Within fourteen (14) days of issuance of contract award, and before beginning work, the contractor will supply the following for approval: a. A Gantt chart showing the timetable for the work. As the construction schedule advances, revise and resubmit the chart to show rescheduled work and milestones achieved. b. A complete list of products to be supplied accompanied by manufacturers’ data sheets and samples for each product.

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2. Within thirty (30) days of issuance of the contract award, and before beginning work, the contractor will supply the following: a. Drawings and details for approval. 1) Shop Drawings. a) Detailed engineered shop drawings of all custom components and connections including all weight calculations and power requirements. b) Engineered drawings for all structural steel required for the scope of work. Drawings submitted will include details of all attachments to the primary steel structure. c) A licensed/registered engineer in the Province of Nova Scotia must stamp all structural drawings. 2) Schematics. a) Include comprehensive electrical and control line drawing schematics for all systems within the scope of work including LED display processing and signal distribution. b) Provide detailed lists of all components and their connection points, interconnecting wires, and location. Examples of details include cable type (manufacturer and model); signal type; system; colour; source; destination, (including equipment and rack); length; tray and/or conduit; connector type; and cable number. c) Cross reference and label all wiring on the written lists and line drawings. d) A/V or Electrical Box and Wall Rack Schedule that includes the type of box or wall rack, size, mounting type, and location. e) Include all equipment rack front and rear elevations, clearly showing the location of all equipment required to complete the scope of work. 3) Installation Drawings. a) Provide drawings showing unique details of the manufacturers’ installation methods specific to each product if, not contained in the manufacturers’ data sheets. b) Include details and dimensioned drawings for all custom manufactured components. Include plan views and elevations. c) Schedule all required Lamacoid labels, their sizes, and to which equipment they will be attached. b. Submittal drawings will detail all proposed materials, finishes, and colors for all exposed surfaces and custom items. c. Submit actual samples of all proposed materials and colors. d. Create the drawings listed above with AutoCAD software or Visio Professional using schematic icons and graphics standard to the digital signage industry. e. Other relevant details pertinent to the work. f. Detailed training plan including schedule and proposed dates.

B. Submittal Format: 1. All drawings must be produced at an appropriate scale and submitted in hard copy with a sheet size no smaller than A1. 2. Submittals other than drawings will be bound in three-ring ‘D’ style binders not exceeding three inches. Fill these binders to a maximum of 2/3 capacity. Multiple volumes are acceptable.

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3. Provide each binder with a unique number and name incorporating the project title. 4. Provide each binder with a table of contents and the following information: a. Project title and number. b. Date of submission. 5. Index product data sheets by manufacturer, model, and part number. If the product data sheet lists more than one product, mark the appropriate product with an arrow. 6. Separate major sections with labeled binder tabs.

C. Submittal Copies. 1. Provide three copies of all submittals in the formats described above. As well as, one electronic copy of all submittals.

D. Resubmission Requirements: 1. Make any requested corrections or changes in submittals. 2. Resubmit for review until no exceptions are taken. 3. Indicate any changes that have been made other than those requested.

1.9 CONTRACT CLOSEOUT SUBMITTALS

A. General 1. Contractor will provide an organized compilation of site conditions, testing and measurement data, as-builts, operating, and maintenance data including detailed technical information, drawing, documents and records describing the installation, operation, and maintenance of individual products or systems described in this specification. 2. Approvals Process: a. Submit electronic copies of all test and measurement data as described in this specification to Consultant for review and distribution to Owner for approval. b. Submit an electronic draft of the As-Built, Operation & Maintenance Manuals to Consultant for review and distribution to Owner for approval: 1) Submission of individual or partial data will not be accepted; only complete Manuals will be reviewed. 2) Allow a minimum of two (2) weeks for Owner to review and approve As-Built, Operation & Maintenance Manuals. 3) Make requested changes before submitting final hard and electronic copies.

B. Site conditions, testing, and measurement data. Provide the following information in PDF format as a single file: 1. Include a cover page and table of contents. 2. Include photographs of all terminations, rack wiring, and enclosures. 3. Include relevant certificates issued by authorities having jurisdiction, including, but not limited to code compliance certificate, life safety systems performance certificate, fire alarm verification, and pressure vessel acceptance. 4. Field changes of dimension and detail. 5. Changes made by change orders. 6. Details not on original Contract Drawings. 7. Cable testing reports. 8. Grounding measurements.

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9. Audio system performance measurements. 10. Video system calibrations and verifications. 11. Other Documents include but are not limited to manufacturer's certifications, inspection certifications, field test records required by individual specifications sections.

C. As-Built, Operation & Maintenance Manuals: 1. Provide the final As-Built, Operation & Maintenance Manual submittals to Owner within a minimum of two (2) weeks before application for Substantial Performance of project in the following quantities and formats: 2. Final electronic version: a. Provide a complete PDF version of the As-Built, Operation & Maintenance Manuals as a single file. b. The electronic version must follow the same format as the paper version and include all drawings and documents 3. Final Paper Version: a. Provide four (4) copies of As-Built, Operation & Maintenance Manuals bound as specified in this Section. 4. All drawings must be produced at an appropriate scale and submitted with a sheet size no smaller than A1. 5. Paper submittals other than drawings will be bound in three-ring ‘D’ style binders not exceeding three inches. a. Fill these binders to a maximum of 2/3 capacity. Multiple volumes are acceptable. b. Separate major sections with labeled binder tabs. 6. Provide each binder with a unique number and name incorporating the project title. Include information on binder spines and covers. 7. Provide each binder with a table of contents and the following information: a. Project title and number. b. Date of submission. c. Title of project, location and project number. d. Names, addresses, and telephone numbers of Contractor and subcontractors with the name of responsible parties. e. Table of Contents of individual binder volumes. 8. As-built sections should include but are not limited to: a. Plan view, schematic, and other drawings. b. Rack and furniture layouts. c. Detailed list of equipment with serial numbers, IP and MAC addresses, passwords, etc. indexed by manufacturer, model, and part number. Update this list following Acceptance Testing if any equipment changes. d. Supplement product data with drawings to illustrate relations of component parts of equipment and systems, to show control and flow diagrams. 9. Operation and maintenance sections should include but are not limited to: a. Equipment product data sheets indexed by manufacturer, model, and part number. If the product data sheet lists more than one product, mark the appropriate product with an arrow. b. Equipment operation manuals, indexed by manufacturer, model, and part number. c. Custom systems operation manuals are to be created by Contractor. d. Equipment manufacturers maintenance procedures. Include demonstration videos, photos, and/or diagrams. e. Suggested maintenance schedule. Weekly, monthly, and/or annually.

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f. Spare parts lists: 1) Source of spare parts for materials that are not kept at the site. 2) List of spare parts that are required to be kept at the site. g. Suppliers for service, warranty, and replacement – name, address and telephone number. h. Certification, guarantee, and warranty details.

1.10 WARRANTY AND SERVICE

A. The Contractor will provide a minimum three (3) year parts and three (3) year labour comprehensive warranty on all portions of the SBS. This comprehensive warranty will commence upon the Consultants sign off on substantial completion or first event use (whichever is later).

B. During the term of the warranty, the SBS is free from deficiencies and continue to operate as per the standards and requirements included in this specification.

C. The Contractor must repair or replace all defects in parts, labor or materials during the warranty period (Including all dead LED pixels). All repaired or replacement parts must be returned to the Owner within (20) business days of receiving notification of the part failure by the Owner.

D. The Contractor must replace all defective LED diodes with diodes from the original lot for the full term of the warranty.

E. During the warranty period, all necessary part repair and or replacement parts must be pre- paid both ways to and from the authorized repair depot.

F. During the warranty period, the Contractor will ensure that an on-site service agent arrives at Scotiabank Centre not more than 24 hours from the time their presence was requested by the Owner.

G. The Contractor will provide telephone technical assistance and support from 8am to 11pm MST time, 7-days a week.

H. All requests for information and/or service must be processed within two (2) hours during the full term of the warranty.

I. The Contractor must maintain a parts exchange program for all key components of the SBS, and same day ship any part not included in the Owners inventory of spare parts for the full term of the warranty.

J. The following terms apply to all systems detailed in Articles 2.3 and 2.4: 1. The Warranty will cover all equipment, including processors, controllers, operating systems, and software. 2. The Contractor will ensure that all system components and required parts remain available to the owner by the original manufacturer for a minimum of (10) years after receipt of contract closeout submittals.

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3. When the manufacturer discontinues production of any parts used in the SBS, the Contractor will immediately notify the Owner in writing, and provide the Owner the opportunity to purchase a final supply of parts. 4. If a repair is completed using any portion of the Owner’s spare parts allotment. Contractor will replenish all parts used and maintain the Owner’s inventory at the quantities detailed in this Specification. This includes parts replaced during initial testing and commissioning. 5. The Contractor will complete on-site system maintenance and testing every six months during the full term of the warranty period. A regular maintenance visit is to be scheduled approximately 1 month prior to the start of the sports season, or as determined by the Owner. 6. On-site maintenance will include but is not limited to full system testing, inspections, and replacement as required of all parts, and system performance testing and measurements including LED brightness. All findings are to be provided to the Owner in writing upon completion of the maintenance.

1.11 SPARE PARTS

A. The following terms apply to all systems detailed in Articles 2.3 and 2.4: 1. The Contractor will include a spare parts inventory as part of the SBS. This inventory must contain 3% spare lighting units, 3% spare power supplies, and a minimum of one (1) of every other critical component. All parts that, when not operating to the manufactures’ specification that prohibits the use and effectiveness of the SBS should be considered critical components. 2. The quantity of spare parts is to be based on the fully delivered and installed SBS. 3. Provide an itemized list of all spare parts.

PART 2 - PRODUCTS

2.1 GENERAL

A. All the equipment listed in this Part is supplied as a reference for a standard of quality.

B. All equipment and materials, except Owner furnished, must be new and the most recent version available and must fully comply with all applicable UL, ULC, CSA, ANSI and local authority having jurisdiction provisions. Re-manufactured or “B” stock is not acceptable.

2.2 LED DISPLAYS, PROCESSING, AND CONTROL REQUIREMENTS

A. All LED displays in the SBS will adhere to the following specifications: 1. Only Nichia, Cree, or Multicolor black body SMD diodes will be accepted for the displays. Provide verification from the above suppliers stating that the actual parts were individually verified in contractor’s factory and were observed being utilized for this specific project. This verification is one of the documents required as a basis for payment under contract obligations.

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2. The diodes for each display component of the above mentioned SBS must come from the same color bin and brightness bin. The collective quantity of diodes must be procured at one time for the project with no mixing of bins or use of mixed shelf stock. 3. A minimum brightness of 2,400 nits (100% white with automatic color-correction “on”) at startup is required. 4. All display LED’s are to be calibrated using two technologies. Calibration is to be accomplished using both Dot Correction and Pulse Width Modulation. 5. All data transferring between display cards or modules must have bi-directional pathways or redundant data. Pathways and features must be passive and remain available even without supplied power. This eliminates data loss at the point of hardware failure. System architecture must notify the facility when redundancy has been triggered. It is the contractor’s responsibility to demonstrate this feature set with the written RFP response. 6. Displays must maintain a minimum brightness level of 2,250 nits throughout the first 20,000 hours of use, or 48 months from the time of acceptance; whichever is longer. 7. Display’s intensity is adjustable to a minimum of 256 levels including 0, 25, 75, 100%. 8. Minimum 16,384 levels of intensity for each color (red, blue, pure green) 14-bit processing. 9. 3,000° – 10,000° Kelvin color temperature. Color temperature will remain constant across specified horizontal and vertical viewing angles. Calibrate all screens to 6,500 Kelvin 10. Refresh rate is greater than 3,840+ Hz. 11. Video frame rate at or greater than 60 frames per second. 12. Minimum contrast ratio of 5000:1. 13. Service accessibility for all components of the display shall be from the front. 14. Allowable Variation Pixel to Pixel: a. 95% or more of pixels within each block must have a luminance within +/- 3% of the mean luminance for the block. b. The average luminance of a column or row of pixels at the edge of a block or panel must be within +/- 2% of the average luminance of the block or panel. c. 95% or more of the pixels within each block must have a chromaticity value, within +/- 0.008 of the mean chromaticity value for the block. 15. Allowable Variation Block to Block: a. 100% of the blocks in a screen must have a luminance within +/- 3% of the mean luminance for the screen. b. 100% of the adjacent blocks (i.e., blocks sharing a border) in a screen must have a luminance within +/- 2% of each other. c. 100% of the blocks in a screen must have a chromaticity value within +/- 0.008 of the mean chromaticity value for the screen. d. 100% of the adjacent blocks in a screen must have a chromaticity value within +/- 0.006 of each other. 16. All uniformity specifications above apply across all specified minimum horizontal and vertical viewing angles. 17. All listed specifications must be maintained throughout the first 20,000 hours of use or 48 months from the time of acceptance, whichever is longer. 18. Minimum of 160° horizontal viewing angle. Defined at 50% of full intensity, with automatic color-correction “on,” at stated angle maximum. 19. Minimum of a 160° vertical viewing angle. Defined at 50% of full intensity, with automatic color-correction “on,” at stated angle maximum.

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B. All processing and control systems related to the SBS will adhere to the following specifications: 1. Video screen control system must provide the ability to manage: brightness (multi-level), video input, image position; size and scale, adjustable gamma correction, remote power function (power on/off), color, color temperature, hue, contrast, and sharpness. 2. Processing to allow for electronic color and brightness calibration – block to block and pixel to pixel. 3. The processor shall support a DVI, HD/SDI, HDMI, and Display Port input. HD-SDI video in either 720p or 1080i, SD-SDI (480p) and SDI 16x9 anamorphic signal, and DVI video. 4. Contractor is responsible for providing all required components, racks and wiring necessary to manage and control the video display from a location outside of the LED display housing. 5. System architecture must allow for 100% processing and control redundancy. Back up units shall be installed in the rack with the primary units and need to be hot swappable.

2.3 LED SCOREBOARD SYSTEM

A. Upper Led Ribbon 1. Quantity: One (1) RGB LED Video Display. The LED display will adhere to Article 2.2 and the following specifications: a. Ideal Pixel Resolution: SMD 10.00 mm physical pixel resolution. b. Minimum Active Area of Display: 900 mm tall by 29760 mm wide. c. Minimum Resolution: 90 pixels high by 2,976 pixels wide based on maximum pixel pitch of 10.00 mm. d. Maximum Cabinet Size: 900 mm tall by 29760 mm wide by 102 mm deep.

B. Main Led Replay Displays 1. Quantity: Four (4) RGB LED Video Display. The LED displays will adhere to Article 2.2 and the following specifications: a. Ideal Pixel Resolution: SMD 6.00 mm physical pixel resolution. b. Minimum Active Area of Display: 3240 mm tall by 5760 mm wide. c. Minimum Resolution: 540 pixels high by 960 pixels wide based on maximum pixel pitch of 6.00 mm. d. Maximum Cabinet Size: 3240 mm tall by 5760 mm wide by 102 mm deep.

C. Lower Led Ribbon 1. Quantity: One (1) RGB LED Video Display. The LED display will adhere to Article 2.2 and the following specifications: a. Ideal Pixel Resolution: SMD 10.00 mm physical pixel resolution. b. Minimum Active Area of Display: 900 mm tall by 24960 mm wide. c. Minimum Resolution: 90 pixels high by 2,496 pixels wide based on maximum pixel pitch of 6.00 mm. d. Maximum Cabinet Size: 900 mm tall by 24960 mm wide by 102 mm deep.

D. Corner Led Displays 1. Quantity: Four (4) Custom Scoreboard Corner LED Displays a. Ideal Pixel Resolution: SMD 6.00 mm physical pixel resolution b. Minimum Active Area of Display: 1080 mm top width, 588 mm bottom width, 3120 mm high

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c. Minimum Resolution: 180 pixels top width, 98 pixels bottom width, 520 pixels high d. Maximum Cabinet Size: 1200 mm top width, 720 mm bottom width, 3240 mm high e. A detailed drawing illustrating Contractor’s design for this feature is required to be submitted with Contractor’s RFP submission. The drawing shall show the cabinet dimensions and the active area of the display.

E. Sponsor Under Scoreboard Non-Illuminated Panel 1. Quantity: One (1) 4000 mm diameter, 100 mm deep, aluminum frame, 4 mm aluminum panel, vinyl application over panel with Owner supplied logo file.

F. Scoreboard Sponsor Ring 1. Provide and install the following signage as detailed in the attached rendering package. Final design to be approved by the Owner. a. Painted pan channel letters and logos with metal retainers on a Painted black metal backing. Quantity four (4) of: 1) Logo and “Scotiabank Centre” letters painted to match Pantone 485, Red acrylic faces and red LED illumination. b. Fabricated individual channel letters are to be assembled using aluminum sheet and welded construction only. c. The letter backs are to be a minimum thickness of 2.2mm; the letter returns are to have a minimum thickness of 1.6mm. d. Internal illumination is to be achieved using GE Tetra Max LED nodes spaced no greater than 3” on center. On stroke widths greater than 6”, two rows of nodes will be required. The LED color is determined by best practice referencing the desired face illumination color. e. Faces are to be attached with a fabricated retainer, no plastic trim cap allowed. f. Letters to be maximum of 38 mm deep. g. See article 3.9 for additional requirements.

G. Scoreboard Structure. 1. One (1) four-sided scoreboard centre-hung structure. General specifications: a. Maximum height: 6243 mm. b. Maximum width: 7964 mm. c. Maximum depth: 7964 mm. d. Maximum weight: 9072 kg (20,000 lbs) which will include 250 kg (551 lbs) of current and future owner supplied equipment. Current equipment includes scoring system horn and PTZ camera. e. Total connected load not to exceed 85,000 watts 2. Structure to have a finished integrated appearance as per the supplied rendering. 3. Structural drawings to be reviewed and stamped by a licensed Nova Scotia structural engineer. 4. Four (4) main pick-up points (to accommodate chain hoists) and four (4) secondary pick- up points (to accommodate dead hanging the structure during hoist service) will be provided at the roof upper steel by Owner as per the attached structural drawing. Contractor to include matching points on the scoreboard structure. 5. Structure to include a primary metal cable bin for main scoreboard power, hoist power, and control. 6. Secondary metal cable bin for low voltage copper and fiber control cables.

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7. No visible manufacturers logos, names, or identification shall appear on the structure, componets, or displays.

H. Sports Rental Fixed Digit Scoreboard 1. Fixed digit scoreboard. a. Quantity: One (1) OES #6229 1) 355mm time and scoring digits 2) 254mm period, player, penalty, and shots on goal digits. 3) Maximum overall cabinet size of 7010mm wide x 1168mm high x 102mm deep. 4) Weight 82kg 5) Power 110 VAC, 60HZ, 5A 6) Built-in horn 2. Scoreboard Controller a. Quantity: One (1) OES #ISC-9000 Scoreboard Controller

2.4 LED SUITE LEVEL FASCIA DISPLAYS (pricing for SUPPLY only)

A. Quantity: Two (2) RGB LED Video Display – Suite Level. The LED displays will adhere to Article 2.2 and the following specifications: 1. Ideal Pixel Resolution: SMD 16.5 mm physical pixel resolution. 2. Minimum Active Area of Display: 792 mm tall by 57585 mm wide. 3. Minimum Resolution: 48 pixels high by 3490 pixels wide 4. Maximum Cabinet Size: 792 mm tall by 57585 mm wide by 170 mm deep (57585mm wide per side each made up of three cabinets – 51249 mm, 3168 mm, 3168 mm) 5. LED Display not to exceed 2230 kg per side. 6. Total connected load of the display not to exceed 23,000 watts per side

B. Quantity: Six (6) RGB LED Video Display – Mid Bowl LED Fascia. The LED displays will adhere to Article 2.2 and the following specifications: 1. Ideal Pixel Resolution: SMD 16.5 mm physical pixel resolution. 2. Minimum Active Area of Display: 792 mm tall by 7128 mm wide. 3. Minimum Resolution: 48 pixels high by 432 pixels wide 4. Maximum Cabinet Size: 792 mm tall by 7128 mm wide by 170mm deep 5. LED Display not to exceed 275 kg. 6. Total connected load of each display not to exceed 2,800 watts

PART 3 - EXECUTION

3.1 GENERAL

A. All work is to be performed in accordance with Part 1, Article 1.7 - REFERENCES.

B. The Scotiabank Centre construction site is open from 0700 until 1730 Monday to Friday, and 0700 until 1530 on Saturday. Work by the Contractor outside of these hours is subject to approval by the Owner.

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C. The Contractor must coordinate all work with other trades and coordinate with the Owner regarding the placement of all equipment and electrical components

D. The Contractor must obtain all required permits and licenses.

E. The Contractor must inspect all equipment for damage and accuracy prior to installation.

F. All design and engineering must be reviewed and approved by the Owner prior to any work being undertaken by the Contractor.

3.2 SITE CONDITIONS

A. The Contractor must be aware of the existing site conditions and accept them as is.

B. The Contractor must deliver all equipment to the site and convey to appropriate locations within the site as directed by the Owner.

3.3 DELIVERY, STORAGE, AND HANDLING

A. Coordinate shipping and receiving with the Owner.

B. Manpower and equipment (forklifts, etc.) must be pre-arranged to accept the product shipments at the Contractor’s expense.

C. Limited storage is available. 1. Contractor may be responsible for obtaining off-storage storage. Cost of off-site storage and transportation to and from the site is the responsibility of the Contractor. 2. Contractor must ensure all equipment is always secured and protected from ambient conditions 3. Equipment must only be delivered to the site when it is ready to be installed.

D. Provide details to the receiver of any special handling requirements or if the shipment might be hazardous.

E. Ship product in its original container to prevent damage or contamination.

F. Ship and handle packages in accordance with manufacturers’ recommendations.

G. Provide protective coverings during construction, to prevent damage or contamination.

H. If a product is damaged during shipping, handling, when in storage, or during construction, it is replaced at no cost to the Owner.

I. Dispose of all packaging according to site requirements including separating recycling from garbage.

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3.4 SCOREBOARD STRUCTURE

A. The Owner will supply four (4) 5-ton chain hoists. Locate the main and secondary pick-up points on the scoreboard structure low enough down into the scoreboard, so that the hoists are not visible when the scoreboard is in its raised sporting position. All hoist components will adhere to a minimum 8:1 safety factor.

B. The Scoreboard Structure is to be manufactured using structural steel and/or aluminum and the flooring and catwalks from steel or aluminum decking or grating. Plywood flooring will not be accepted. The design of the scoreboard structure and the design and/or certification of the fall restraint systems within the structure will be the responsibility of the Contractor.

C. An 850 mm x 850 mm access panel must be provided on the bottom of the scoreboard allowing access into the scoreboard structure. Adequate pathways must be provided to allow for access and inspection to the four (4) chain hoists.

D. All materials used in this project is new, unused and of the latest design. Refurbished and obsolete materials are not permitted.

3.5 EQUIPMENT RACKS AND CONSOLES

A. The Contractor is responsible for installing and securing any required processing racks and all related equipment located in the LED Scoreboard, so they are prepared for safe operation. The racks will allow for ergonomic operation, cable management, accommodate the specified equipment, must be unable to tip, and able to support the weight of the equipment installed adequately.

B. The Contractor is responsible for installing and securing the equipment and control workstation located in the VPCR, so that it is prepared for safe operation. The VPCR contractor will supply the VPCR racks and allow for space in the racks for the SBS equipment. The Owner will supply all required millwork within the VPCR. The racks and consoles will allow for ergonomic operation, cable management, and accommodate the specified equipment. The Contractor will verify all rack and operator console layouts and dimensions with the manufacturer. It is the responsibility of the Contractor to ensure there is adequate space for all required components, racks and wiring necessary to manage and control the video display within the LED Scoreboard. Installation of the control systems in the VPCR must be coordinated with the VPCR contractor

C. Contractor will exercise care when wiring racks to avoid damaging cables and equipment. Contractor will install grommets around cut-outs and knock-outs where conduit or chase nipples are not installed.

D. Equipment Racks will have a ground buss installed in each rack, and all racks must be electrically bonded together and electrically decoupled from the floor, walls, and any conduit or tray contacting the racks. Ground buss is insulated from the rack. Attach equipment rack to the ground buss at one point using #4 insulated copper wire. Ground any equipment chassis without a three –conductor power cord directly to the buss bar using #12 insulated copper wire.

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E. Power wiring and signal/data wiring is installed on opposite sides of the rack. Contractor may determine which side is using for power and which side for the signal. The method is to be kept the same for the entire installation if multiple racks are required. Contractor will exercise care when wiring racks to avoid damaging cables and equipment.

F. Panel, connector, and equipment installation: 1. Install all rack-mounted equipment with Middle Atlantic Products 10-32 rack screws (Robertson drive). Screw length should be appropriate to ensure that nothing behind the rack rail is pierced. 2. Any rear mounted rack equipment is placed, so the equipment does not block access to the back of front mounted equipment. 3. Provide security covers, and locks as required to prevent tampering with rack mounted equipment. 4. Blank panels should be flanged 3 mm steel finished in powder coat black, and no larger than three RU unless otherwise noted. 5. Custom connector panels should be flanged 3 mm brushed aluminum (colour black) and engraved unless otherwise noted. 6. Power cables should be neatly wrapped using a consistent jig; cable tied and inserted in the nearest available power outlet.

3.6 STRUCTURAL NOTES

A. The Contractor must submit all drawings, calculations, and inspection reports stamped by a professional structural engineer who is licensed/registered in the Province of Nova Scotia.

B. Site-specific considerations, local best practices, Nova Scotia Building Code, environmental considerations and all authorities listed in Article 1.7 REFERENCES should be observed for all structural engineering.

C. The Contractor is responsible for confirming all engineering calculations, base building information, and site conditions obtained by the Contractor or provided by the Owner.

D. All work detailed on the Contractors’ secondary steel structural drawings requires inspection by the Contractor’s structural engineer. Proof of inspection must be provided to the Owner, and all deficiencies must be corrected and re-inspected. The cost of all inspections is the responsibility of the Contractor.

E. Bolted and/or field welded connections must be inspected by the Contractor’s structural engineer to ensure that they meet the minimum requirements of the engineered structural drawings, the governing building code, and industry best practices. Prior to painting or concealing the connection, the Contractor must provide the engineers stamped report to the Owner. The cost of these inspections is the responsibility of the Contractor.

F. The Contractor will observe industry best practices and provide separation when connecting dissimilar metals.

G. All welders must be certified, and certificates must be on-site and available for inspection as requested.

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H. All hot work must follow the Owner’s hot work permit process.

I. All components must be finished for standard exterior service and are warranted to be free of rust or other defects for a period of ten (10) years.

J. Mounting Hardware exposed to the weather is aluminum, brass epoxy painted galvanized steel or stainless steel. Apply corrosion inhibitor to all threaded fittings.

3.7 ELECTRICAL AND DATA NOTES

A. The Contractor must submit all drawings, calculations, and inspection reports stamped by a professional electrical engineer who is licensed/registered in the Province of Nova Scotia.

B. Site-specific considerations, local best practices, environmental considerations, and all authorities listed in Article 1.7 REFERENCES should be observed for all electrical engineering.

C. The Contractor is responsible for confirming all engineering calculations, base building information, and site conditions obtained by the Contractor or provided by the Owner.

D. All work detailed on the Contractors’ secondary power electrical drawings requires inspection by the Contractor’s or Owner’s electrical engineer or representative and the local inspection agency. Proof of inspection must be provided to the Owner, and all deficiencies must be corrected and re-inspected. The cost of all inspections is the responsibility of the Contractor.

E. Any additional raceway (conduit, cable tray, J hooks), required to provide a complete system for both power and signal/data is furnished and installed by Contractor. Any additional raceway required will have the routing of the raceway approved by Owner prior to installation.

F. The Contractor is responsible for the final connection of power to all components. All secondary electrical panels, disconnects, junction boxes, and outlets must be clearly labeled. Ensure all branch power circuits are labeled at the component/receptacle and at the corresponding service panel.

G. Any equipment not certified as required in Article 1.7 REFERENCES. will require on-site certification by a listed testing agency. All cost associated with obtaining on-site certification is the responsibility of the Contractor. Written proof of certification or equivalent will be required prior to any work being performed on site.

H. The Contractor will provide all fiber transmitters and receivers and include amplifiers where required.

I. The Contractor is responsible for terminating and performing final connection of all cables.

3.8 CABLE INSTALLATION

A. Cable must be installed according to “Standard Integration Practices” and adhering to the standards set out in Article 1.7 REFERENCES.

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B. Installing and terminating data cabling requires a high-level of craftsmanship. Pulling, routing, cutting, dressing, bundling, terminating, and labeling the cable should only be done by qualified individuals.

C. The Contractor will directly supervise its sub-contractors responsible for pulling cable through tray or conduit.

D. Once the cable is pulled to its final location, only qualified Wiremen will be allowed to handle it.

E. At no point, should the cable be stepped upon or driven over.

F. This work involves the use of single-mode fibre cable. The fibre cable should be handled and terminated by certified (CFOT) fibre technicians only, working under the jurisdiction of the Wiremen.

G. All cable must be installed according to manufacturers’ specifications regarding maximum pull force, and bend radii (typically 10x OD). Friction between cables also must be avoided while pulling to ensure all cable jackets are preserved.

H. Cable must be separated and neatly organized by signal type in all cable trays and pathways to mitigate crosstalk. Cable in trays is to be neatly dressed and routed as in any other box, rack, or system. Separate cables by signal type to avoid interference (power, speaker amplifier audio, line level audio, mic level audio, control/data, time code, video, etc.).

I. If cables have to cross, they should cross at 90° to minimize cross talk.

J. Cable colour coding is not required. However, if a colour is chosen for a particular system (e.g., digital video, reference, etc.), it must be unique to that system and remain constant and cannot be changed to another cable colour.

K. Cable must be bundled using appropriate fasteners such as plastic cable ties or Velcro straps. Velcro must be used on all fibre cables and Cat 6 product. Electrical tape cannot be used to bundle cables.

L. Use releasable cable ties during the installation process so cables can be secured, repositioned, and secured again. Replace all releasable cable ties with permanent once the cables are in final position.

M. Cable ties will not be over tensioned. The tails of the ties are cut flush with the head sufficient to prevent abrasions when working in the rack. Cable ties must not be tightened to the point of damaging the cable.

N. Cables must be installed with appropriate strain relief when making horizontal or vertical transitions. Use cable horizontal and vertical lacing bars as required. Cable tie saddles can be used only if screwed to an appropriate surface.

O. Cable jackets must be covered with Hellerman Sleeves when appropriate.

P. Shield / drain wires must be covered with Teflon tubing when appropriate.

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Q. All crimp connections must be performed using the exact crimp die and tool specifications recommended by the manufacturer for the particular connector.

R. Adhere to all manufacturer guidelines relating to the measurements of the jacket, braid, and centre conductor when stripping cable and attaching connectors.

S. Solder connections require lead-based rosin-core solder. Use solder flux when appropriate to facilitate the weld.

T. Any holes in boxes through which cables pass must be equipped with the appropriate grommets to prevent jacket cuts or abrasions.

U. Cable terminated in boxes should have service loops that allow the panel to be serviced. Approximately 500 mm to 750 mm service loops are appropriate.

V. Cable entering the top of a rack should be pulled to the base of the rack, a service loop of at least one metre added, and then rise to the termination point.

W. When cable enters the bottom of the rack from access flooring, ensure a service loop of at least three metres is maintained under the floor.

X. Vertical bundles of cable should be laced, tie-wrapped, or Velcroed to a vertical tie bar. Tie bars should be spaced to allow service on any individual vertical bundle. All bundles must be neatly dressed with as few crossing conductors as possible. Vertical tie bundles must not interfere with AC power strips or AC power cords.

Y. Any equipment mounted with, or on rack slides, sliding shelves or trays, should be cabled to allow for the equipment to be pulled forward to the end point of the sliding mechanism.

Z. Black braided nylon cable sock should be used to protect cable jackets, or for aesthetic reasons when appropriate.

AA. Cables must be installed point-to-point, free from joints, connections, or splices.

BB. Multi-conductor cable termination must follow a consistent colour code pattern for all instances of that cable.

CC. Cables must be clearly and consistently labeled. Use the following guidelines for applying labels: 1. Use self-adhesive, wrap around, no smudge, labels. 2. Labels must be applied to the cables, so the text reads the same way consistently. Usually, the text reads into the connector. 3. Ensure the cable is clean, dust and oil free before applying the label. 4. Ensure hands are clean to prevent dirt transfer onto the label surface. 5. Apply clear heat-shrink around labels that can be potentially damaged through handling and use. 6. Handwritten labels are not acceptable. 7. Labels must be clearly visible when the cables fan out to the equipment. 8. Labels must be applied a consistent distance back from the end of the connector.

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9. Labels should have text that is at least 2 mm high and 1.5 mm wide. 10. Labeling schemes must be logical, consistent, and meaningful. 11. Four copies of individual labels are printed. A label will be attached to each end of the cable after the cable is initially cut – these are the working labels. Working labels will be replaced with the remaining two after the cable is dressed – these are the finish labels.

DD. Any cables, conductors, wires, or their respective insulating jackets that have been nicked or cut, pinched, or otherwise damaged will be rejected and replaced by the Contractor without cost to the Owner.

3.9 AESTHETIC NOTES

A. Fully labels the SBS including all components and parts. Also, label all storage areas and/or cabinets used for spare parts and the system manuals. All labels will be 1/8” engraved, block lettering on self-adhesive labels unless otherwise directed by the Owner. Printed labels on equipment will not be accepted. Ensure that all labels match the contract closeout documents.

B. All flashing, trims, covers, panels, etc. are the responsibility of the Contractor to design, supply and install. No bolts, unfinished edges, Secondary Steel, equipment sides and rear, or any other raw element is permitted to be within public view for any part of the SBS.

C. All metal materials must be finished (primed and coated or other approved finish). This includes but is not limited to flashing, decking, primary and secondary steel.

D. The minimum standard for products and finishes is as follows: Contractor is responsible for ensuring that the material thickness provided is sufficient to prevent warping or “oil canning” on the span or sections of material installed. 1. Metals: + 1mm aluminum on internal baffling, + 2mm aluminum on flashing, + 3mm aluminum on any routed or primary surface, + 12ga/2.6mm stainless steel (visible). 2. Plastics: + 3mm thickness on thermoformed polycarbonates, + 4.5mm thickness on flat polycarbonates, + 3mm thickness on flat acrylics. 3. Finishes: + Approved Automotive Grade Enamels, +ASTM D3451-06 compliant Powder Coating. 4. Vinyl Films: + 3M, Avery, Oracal or other as approved, + 9oz weight for any outdoor banner (UV coated).

E. The Contractor will ensure that all material thickness prevent warping or buckling on surfaces throughout the SBS.

F. The Contractor, its subcontractors, suppliers, and vendors must not display trademarks, logos, or branding on any part of the SBS that is within public view without written permission from the Owner.

3.10 INSTALLER TESTS AND ADJUSTMENTS

A. The following must be verified before the commencement of all tests and adjustments. 1. AC powered devices are properly grounded.

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2. AC powered devices are connected to their assigned circuits, and the hot, neutral, and ground conductors are connected correctly. 3. Heat shrink or neoprene cable (Hellerman) sleeves are installed on all sheathing breakouts. 4. All exposed bare wire is covered with insulating tubing. 5. Correct and consistent polarity is observed in all terminations. 6. Cable is dressed, routed, and labeled in a neat and consistent manner. 7. Adequate service loops are left on all cables where appropriate. 8. Solder joints and their surroundings are cleaned and free of flux and dust. 9. All wire fragments, cable remnants, dust, and debris are removed from the site and properly disposed of.

B. Temperature Testing 1. Test each rack and operator console interior for nominal operating temperature and ventilation. The temperature in each rack or operator console must be maintained below 30 °C. If the air temperature inside the racks cannot be maintained below 30 °C, install a temperature actuated quiet fan such as those available from Middle Atlantic.

C. Certification of Cabling and Equipment after Termination 1. All UTP cabling is tested for proper T568A termination using the appropriate tester. 2. Any UTP cabling intended for data connectivity use must be fully certified to TIA/EIA- 568-C Category 5e specifications with a cable analyzer. 3. Ensure all fibre optic cabling meets appropriate TIA/EIA-568-C standards with an optical loss test set. 4. Record the test results of each fibre strand and present this information using Fluke LinkWare software or similar. 5. Ensure all fibre optic strands are within their respective optical loss budget. 6. Using an OTDR, determine the source of any light losses that exceed the calculated loss budget for the fibre under test. Replace or repair the faulty item. 7. Calibrate, optimize, and align all devices for proper operation. Use test patterns and test tones to align audio DAs, mixer gain stages, device inputs, and outputs. 8. Commission each cable to ensure a proper end to end connectivity. 9. Ensure all computer network paths, shared folders shared storage, and resources are accessible and functioning.

D. Ground System Test 1. With due care and safety; and after the technical ground system is complete, installed, and functional: a. Demonstrate a low-resistance path between the ground connection of the equipment racks and operator consoles and the main technical ground point. The DC resistance is less than 0.1 Ω. b. Demonstrate a high impedance path between the technical ground point and the main building ground. These systems should be in no way coupled. The DC resistance is in excess of 1 M Ω, or open.

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3.11 MANUFACTURER COMMISSIONING AND TESTING 1. Any planned on-site Manufacturer commissioning and testing is completed with the assistance of the Contractor. Members of the Contractor’s workforce must be available for the date and duration of this process.

3.12 ACCEPTANCE

A. Upon receipt of notice of substantial completion by the Owner, the Owner and Contractor will schedule the testing of all systems and components that form the SBS.

B. The Contractor is required to provide all equipment necessary for testing of the SBS.

C. After the results of the testing have been verified by the Owner, and all deficiency have been rectified by the Contractor, the Contractor will demonstrate the operation of the SBS in full, and verify that all parts of the SBS meet the requirements of this specification.

D. The Contractor will document all testing, calibration, corrections, and repairs. Documentation will include but is not limited to: 1. Performance date of the given procedure. 2. Condition of the performance of the procedure. 3. Type of procedure and description. 4. Parameters measured and their values. 5. Values before and after calibration and repairs as required. 6. The names of personnel conducting the procedure. 7. The equipment used to conduct the procedure.

E. Upon completion of initial testing and all subsequent testing, the Contractor will provide written reports of all test, and all other documents and drawings as required by this specification.

F. The SBS will not be considered accepted until all testing and demonstrations are complete, and the required reports have been signed off by the Owner.

G. The Contractor will give evidence that all parts of the SBS meet this specification in its entirety.

H. The Contractor is responsible for making any necessary modifications or repairs to ensure that the SBS meets this specification.

I. Confirmation of operation will include by is not limited to: proof of operation of each individual system including backups, control system functionality, integration, power cycles, diagnostic capabilities, and brightness, color temperature/uniformity and viewing angle of LED screens.

J. The Owner is not responsible for any costs associated with any unsuccessful acceptance tests.

K. The Owner at its sole discretion may engage an independent testing agency to verify the display’s specifications, at any time during the specified period of time. Cost for this testing will be borne by the Owner if the display complies. If the testing exhibits the display in noncompliance with the specifications, the cost of the testing will be the responsibility of the Contractor. Contractor will also be responsible for making or replacing the components

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necessary to meet the specifications. The Owner will not be responsible for any added costs as a result of an unsuccessful test.

L. Upon completion of all testing, the Contractor will provide the spare parts inventory as required in Section 2.

M. All manuals, spare parts, and portable equipment will be stored and secured by the Contractor as directed by the Owner.

N. Prior to issuance of final acceptance, the SBS must operate without fault for a minimum of seven consecutive days.

3.13 INSTRUCTION OF OWNER PERSONNEL

A. As a condition of Substantial Completion and a minimum of fifteen days prior to any facility events, the Contractor at its own expense must have completed end-user training. The training must cover the operation, maintenance, troubleshooting and care of the system in full and according to the manufacturers’ recommendations.

B. Operation training will include standard operations of all systems; as well as start-up and shut- down procedures, use of all backup systems, and shut down procedures during a power failure.

C. These training events should be scheduled without conflict with any other training events.

D. The Contractor will provide to the client's operation staff three eight-hour training sessions covering items to be determined by the consultant prior to system completion. Training will consist of at least 24 hours (over the course of 3-5 days) of instruction.

END OF SECTION 11 61 99

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TABLE OF CONTENTS

SCOREBOARD DIMENSIONED VIEWS SBS1 SCOREBOARD DETAILED VIEWS 1 SBS2 SCOREBOARD DETAILED VIEWS 2 SBS3 ELECTRICAL LINE DRAWING (FOR INFORMATION ONLY) E-1 STRUCTURAL PLANS AND SECTIONS (FOR INFORMATION ONLY) S-1 STRUCTURAL DETAILS AND NOTES (FOR INFORMATION ONLY) S-2 HOIST SYSTEM POWER AND CONTROL (FOR INFORMATION ONLY) SBS4

date revision date description seal/signature 12 March 2019 phase Design LED SCOREBOARD issued for 1 SPECTACLE LAKE DRIVE Procurement DARTMOUTH NOVA SCOTIA CANADA B3B 1X7 project number TEL.: 1-902-835-1645 | WWW.WSP.COM TABLE OF CONTENTS 18-199 2019 VWMason Technology Consultants Ltd. NOTES NOTE COMPONENT DESCRIPTION

SCOREBOARD PAINTED BLACK METAL BACKING 1 SPONSOR RING

PAINTED PAN CHANNEL LETTERS AND LOGOS WITH METAL RETAINERS SPONSOR LOGO AND “SCOTIABANK CENTRE” LETTERS PAINTED TO MATCH PANTONE 485C, RED ACRYLIC FACES AND RED LED ILLUMINATION 2 LETTERS FABRICATED INDIVIDUAL CHANNEL LETTERS ARE TO BE ASSEMBLED USING ALUMINUM SHEET AND WELDED CONSTRUCTION ONLY SEE SPECIFICATION FOR ADDITIONAL DETAILS IDEAL PIXEL RESOLUTION: SMD 10.00 MM PHYSICAL PIXEL RESOLUTION UPPER LED MINIMUM ACTIVE AREA OF DISPLAY: 900 MM TALL BY 29760 MM WIDE, 29790 MM CIRCUMFERENCE RIBBON 3 MAXIMUM CABINET SIZE: 900 MM TALL BY 29760 MM WIDE BY 102 MM DEEP

CORNER PAINTED BLACK METAL FLASHING 4 FLASHING

IDEAL PIXEL RESOLUTION: SMD 6.00 MM PHYSICAL PIXEL RESOLUTION CORNER LED MINIMUM ACTIVE AREA OF DISPLAY: 1080 MM TOP WIDTH, 588 MM BOTTOM WIDTH, 3120 MM HIGH 5 DISPLAYS MAXIMUM CABINET SIZE: 1200 MM TOP WIDTH, 720 MM BOTTOM WIDTH, 3240 MM HIGH

IDEAL PIXEL RESOLUTION: SMD 6.00 MM PHYSICAL PIXEL RESOLUTION MAIN LED MINIMUM ACTIVE AREA OF DISPLAY: 3240 MM TALL BY 5760 MM WIDE REPLAY DISPLAYS 6 MAXIMUM CABINET SIZE: 3240 MM TALL BY 5760 MM WIDE BY 102 MM DEEP

IDEAL PIXEL RESOLUTION: SMD 10.00 MM PHYSICAL PIXEL RESOLUTION LOWER LED MINIMUM ACTIVE AREA OF DISPLAY: 900 MM TALL BY 24960 MM WIDE, 24960 MM CIRCUMFERENCE RIBBON 7 MAXIMUM CABINET SIZE: 900 MM TALL BY 24960 MM WIDE BY 102 MM DEEP UNDER SCOREBOARD MATT BLACK - OPAQUE - 850 MM X 850 MM ACCESS PANEL (ZIPPERED OR VELCRO) STRETCHED TIGHT NO WRINKLES OR SAGGING 8 MESH UNDER SCOREBOARD 4000 MM DIAMETER, 100 MM DEEP, ALUMINUM FRAME, 4 MM ALUMINUM PANEL, VINYL APPLICATION OVER PANEL WITH OWNER SUPPLIED LOGO 9 PANEL

date revision date description seal/signature 12 March 2019 phase Design LED SCOREBOARD issued for 1 SPECTACLE LAKE DRIVE Procurement DARTMOUTH NOVA SCOTIA CANADA B3B 1X7 project number TEL.: 1-902-835-1645 | WWW.WSP.COM PRIMARY VIEWS 18-199 2019 VWMason Technology Consultants Ltd. LED SCOREBOARD SCALE 1/16" = 1' - 0"

SPORTS RENTAL FIXED DIGIT SCOREBOARD

NORTH BUILDING SECTION SCALE 1/16" = 1' - 0"

SUITE LEVEL LED FASCIA

MID BOWL LED FASCIA MID BOWL LED FASCIA MID BOWL LED FASCIA

EAST/WEST BUILDING SECTION - LED FASCIA SCALE 1/16" = 1' - 0"

date revision date description seal/signature 12 March 2019 phase Design LED SCOREBOARD

issued for 1 SPECTACLE LAKE DRIVE Procurement DARTMOUTH NOVA SCOTIA CANADA B3B 1X7 project number TEL.: 1-902-835-1645 | WWW.WSP.COM DETAILS 1 18-199 2019 VWMason Technology Consultants Ltd. 12'-5" POWER AND DATA DEMARK LOCATION ON CATWALK 1' INCLUDE STRAIN RELIEF ON POWER AND DATA CABLE DROPS

10'-5" 12'-5"

1'

BACK UP PICK UP POINT

MAIN PICK UP POINT

BOTTOM STEEL PLAN VIEW SCALE 1/4" = 1' - 0"

TOP STEEL PLAN VIEW 12'-8" SCALE 1/4" = 1' - 0"

MAIN PICK UP POINT BACK UP PICK UP POINT CONCEAL HOISTS BELOW TOP OF SCOREBOARD

RIGGING ELEVATION DETAIL SCALE 1/4" = 1' - 0"

date revision date description seal/signature 12 March 2019 phase Design LED SCOREBOARD

issued for 1 SPECTACLE LAKE DRIVE Procurement DARTMOUTH NOVA SCOTIA CANADA B3B 1X7 project number TEL.: 1-902-835-1645 | WWW.WSP.COM DETAILS 2 18-199 2019 VWMason Technology Consultants Ltd. WIRING SCHEDULE

A 4C #1/0 AWG, CU, PLUS #6 CU BOND IN 53mm EMT.

TO NEW SWITCHBOARD NEW 150kVA 600-208/120V, 3Ø, 4W TRANSFORMER

A

SECONDARY NEW 600V, 200A PORTION BY UNFUSED OTHERS DISCONNECT SWITCH

CATWALK LEVEL CONCOURSE LEVEL EXISTING 600/347V PANEL 'D351' (LOCATED IN ELECTRICAL A CLOSET AT SOUTHEAST CORNER OF CONCOURSE LEVEL BELOW)

MAX RUN FOR THIS FEEDER IS 180m. IF RUN IS LONGER THAN 180m, FEEDER SIZE SHALL BE INCREASED TO ALLOW A MAXIMUM VOLTAGE DROP OF 3%.

TO MAIN ELECTRICAL ROOM IN PROVIDE NEW ENGINE ROOM 150A-3P BREAKER IN (EXISTING) EXISTING EATON PRL4 PANEL 'D351'

FOR INFORMATION ONLY

date revision date description seal/signature 11 March 2019 phase Design LED SCOREBOARD issued for 1 SPECTACLE LAKE DRIVE Procurement DARTMOUTH NOVA SCOTIA CANADA B3B 1X7 project number TEL.: 1-902-835-1645 | WWW.WSP.COM ELEC LINE DRAWING 18-199 2019 VWMason Technology Consultants Ltd.

2 NOTES NOTE DESCRIPTION 1 HOIST SYSTEM POWER (80A 208V 3 PHASE - 3W 4AWG + G) 3 2 HOIST POWER LINE - 20A 208V 3 PHASE - 3W 12AWG + G 4 1 3 HOIST CONTROL LINES - COM, UP, DOWN PER HOIST (1A 110V 3W 16AWG) 4 REMOTE CABLE (6w - 3 TWIST PAIR 22AWG) 5 50' 6 PIN XLR REMOTE EXT. (BY MANUFACTURER)

MODEL CA-002

AppliedElectronics 722 Blue Crab Road Newport News, VA 23606 CONTROL FUSES tel: 800-883-0008 1A 250V MAX fax: 757-591-9514

MOTOR 1 MOTOR 2 MOTOR 3 MOTOR 4 www.appliednn.com

MODEL CA-002

MODEL MC-403 4 WAY 3 PHASE HOIST CONTROLLER WALL MOUNT MC A B C SERIES HOIST CONTROLLER PART: E9-33-403 QTY: ONE (1)

MODEL CA-002

AppliedElectronics AppliedElectronics REMOTE MOTOR CONTROL MOTOR CONTROL 1 1 2 3 4 UP UP PUSH

DN DN 5 6 1 BUMP BUMP 4 3 2

MODEL CA-002

5 GO GO

HOIST POWER E-STOP E-STOP OUTLET BOX IN SCOREBOARD PART: M-CA-002 6 PIN XLR PLUG CONTROL ALL CHANNEL - SINGLE FOUR CHANNEL QTY: FOUR (4) INPUT PLATE AT NORTH BUTTON REMOTE REMOTE (FOR VOMITORY QTY: ONE (1) SERVICING) QTY: ONE (1) QTY: ONE (1)

date revision date description seal/signature 12 March 2019 phase Design HOIST SYSTEM

issued for 1 SPECTACLE LAKE DRIVE Procurement DARTMOUTH NOVA SCOTIA CANADA B3B 1X7 project number TEL.: 1-902-835-1645 | WWW.WSP.COM POWER AND CONTROL 18-199 2019 VWMason Technology Consultants Ltd.