Bid Proposal for AMG and Associates, Inc. (available in the City Clerk's Reading File) — Santa Clarita City Council, December 10, 2024 (part 1 of 3)

PROJECT SPECIFICATIONS for BIDDING (ADDENDUM 2) 10/25/2024 THE RINK SPORTS PAVILLION PROJECT Integrated Audio-Video Systems and Equipment CITY OF SANTA CLARITA 27 41 16-1
SECTION 27 41 16

INTEGRATED AUDIO-VIDEO SYSTEMS AND EQUIPMENT
PART 1 - GENERAL

1.01 SUMMARY
A. Provisions of Division 1 apply to this section.

B. Section Includes:

1. Provide all labor, materials, transportation and equipment to complete the furnishing, installation, assembly, set up, and testing of the Audio and Control Systems work indicated on the drawings and specified herein. Notwithstanding any detailed information in this Section, provide complete, working systems. General design intent for this project is shown on the drawings and described in the specification.

2. All equipment requiring coordination with other trades must be tested and verified for proper operation. Contractor is fully responsible for the coordination and must resolve all conflicts with AV equipment that connect or interact with other systems.

3. If an operational function is specified that requires hardware or software to complete that specific function, then consider that software or hardware part of this specification. The cost of any omissions of software or hardware necessary to complete all operational functions outlined in this specification shall be borne by the contractor providing this system.

4. Design, engineer and provide complete means of support, suspension, attachment, fastening, bracing, and seismic restraints (hereinafter "support") of the Work of this Section, including future installed equipment, in accordance with local building codes and regulations. Provide engineering of such support by parties licensed to perform work of this type in the Project jurisdiction. Contractor shall obtain the services of an engineer licensed to perform this work within the state or jurisdiction it is to be performed.

5. The Contractor shall include all costs associated with structural engineering required by code for work in this section.

6. Use skilled mechanics that can return surfaces to the appearance of new work when modifying millwork.

7. Conduit and common back boxes including four square, pull boxes, junction boxes, etc. are supplied and installed by Division 26 Electrical Contractor. Connection panels that install in these boxes are supplied by AV Contractor.

8. Provide Power Over Ethernet switches and injectors where required.

9. Provide all cable and wire associated with this specification section and related documents.

10. All systems shall be completely installed with all the necessary interconnection, power supplies, patch cords, snakes, portable equipment cables and wiring to provide a fully functioning system.

11. The governing overall requirement for this project is a complete and functional system.

12. Include work not usually shown or specified, but necessary for proper installation and operation of the system or piece of equipment.

C. Products Supplied But Not Installed Under This Section Docusign Envelope ID: 0FD81AC0-3C77-44B3-937B-28D77B555318 PROJECT SPECIFICATIONS for BIDDING (ADDENDUM 2) 10/25/2024 THE RINK SPORTS PAVILLION PROJECT Integrated Audio-Video Systems and Equipment CITY OF SANTA CLARITA 27 41 16-2

1. Loose equipment or products supplied but not installed shall be turned-over to the Owner immediately upon delivery. Contractor is to supply a signed statement of transfer of this equipment to the consultant for record. Client must sign this statement acknowledging receipt of this equipment.

2. Specialty floor boxes, back boxes including but not limited to Crestron, AMX, Extron, FSR, Steel City and speaker back boxes shall be provided to the General Contractor for installation.

D. Related Sections

1. Division 1.

2. Division 9.

3. Division 10.

4. Division 11.

5. Division 26.

E. Allowances

1. Refer to section 2.1.E for related requirements.

F. Measurement Procedures

1. Product quantity is as required. If a quantity is given, the Contractor will provide at least the given amount. Some products listed under this section may not be required to fulfill the obligations of the work.

1.02 REFERENCES
A. Comply with all applicable governing codes.

B. Comply with the following applicable organizations and standards:

1. AES Audio Engineering Society

2. ANSI American National Standards Institute

3. ASTM American Society for Testing and Materials

4. ATSC Advance Television System Committee

5. BICSI Building Industry Consulting Service International, Inc.

6. BTSC Broadcast Television Stereo Committee

7. CBC California Building Code

8. CEDIA Custom Electronic Design and Installation Association

9. EIA Electronic Industries Alliance
a. RS-310-C: (ANSI C83.9) Racks, Panels, and Associated Equipment b. RS-453: Dimensional, Mechanical, and Electrical Characteristics Defining Phone Plugs and Jacks

10. ETL Electrical Testing Laboratories, Inc.

11. FCC Federal Communications Commission

12. ICIA International Communications Industries Association

13. IEC International Electrotechnical Commission

14. IEEE Institute of Electrical and Electronic Engineers

15. INCITSInternational Committee for Information Technology Standards

16. ISO International Organization for Standardization

17. ITU International Telecommunications Union

18. NAB National Association of Broadcasters
Docusign Envelope ID: 0FD81AC0-3C77-44B3-937B-28D77B555318 PROJECT SPECIFICATIONS for BIDDING (ADDENDUM 2) 10/25/2024 THE RINK SPORTS PAVILLION PROJECT Integrated Audio-Video Systems and Equipment CITY OF SANTA CLARITA 27 41 16-3

19. NCTA National Cable and Telecommunications Association

20. NEC National Electrical Code

21. NEMA National Electrical Manufacturers Association

22. NFPA National Fire Protection Association

23. NSCA National Systems Contractors Association

24. OSHA Occupational Safety and Health Administration

25. SMPTESociety of Motion Picture and Television Engineers

26. TASO Television Allocation Study Organization

27. TIA Telecommunications Industry Association

28. UL Underwriters Laboratories Inc.

1.03 DEFINITIONS
A. Definitions of Terms: The following definitions and conditions apply to each of the respective parameters and the measurements of those parameters, unless specifically stated otherwise:

1. Frequency Response: The minimum acceptable frequency band over which the amplitude response is within 3 dB (or any specified range), or the specified limits of the response relative to the reference frequency (1 kHz for audio, 1.0 MHz for video) under design load conditions, at any operating level up to and including the specified maximum output while fully in compliance with all other performance specifications.

2. Maximum Output Level: The minimum acceptable maximum signal output level (voltage, current or power) attained under design load conditions attained while fully in compliance with all other performance specifications.

3. Harmonic Distortion: The maximum acceptable harmonic distortion measured at any operating level, up to and including the specified maximum output, with an applied sine wave signal of any frequency in the range of the specified frequency response.

4. Audio Intermodulation Distortion: The maximum acceptable intermodulation distortion resulting from the introduction of 60 Hz and 7 kHz signals in a ratio of 4:1 under design load conditions at any operating level up to and including the specified maximum output level.

5. Signal to Noise Ratio: The minimum acceptable ratio of signal to noise levels derived from broadband measurements under design load at maximum output over the entire range of the specified frequency response.

6. Clipping Level: The minimum acceptable maximum level of signal applied to the device under design load conditions while fully in compliance with all other performance specifications.

7. Sensitivity: The maximum acceptable level of input signal applied to the device that is necessary to provide the maximum output under design load conditions.

8. Design Load: The load (in ohms) specified by usage of the particular device input or output.

B. Signal Levels: The following voltage levels shall be considered the standard operating levels for the particular circuitry, unless specifically noted otherwise (0.775 Volt = O dBu = O dBm for a 600 ohms terminated circuit):

1. Microphone Circuits: -30 dBu or less.

2. Audio Line Level Circuits: -30 dBu to +24 dBu; equivalent to -30 dBm to +24 dBm for a 600 ohms terminated circuit.

3. Loudspeaker Level Circuits: More than +24 dBu.

Docusign Envelope ID: 0FD81AC0-3C77-44B3-937B-28D77B555318 PROJECT SPECIFICATIONS for BIDDING (ADDENDUM 2) 10/25/2024 THE RINK SPORTS PAVILLION PROJECT Integrated Audio-Video Systems and Equipment CITY OF SANTA CLARITA 27 41 16-4
C. Characteristic Impedances: The following operating impedances shall be considered to be the standard operating impedances for the particular circuitry, unless specifically noted otherwise:

1. Microphone Circuits: 50-250 ohms source, 150-1500 ohms terminating, electrostatically and electromagnetically balanced to ground.

2. Audio Line Level Circuits: 600 ohms maximum source, 600 ohms minimum. terminating, line to line, electrostatically and electromagnetically balanced to ground.

1.04 SYSTEM DESCRIPTION
A. Design Requirements

1. General
a. All audio processing functions for the system shall be implemented with Digital Signal Processing equipment (DSP). The system shall connect to the Local Area Network for monitoring. Functions provided by this system include but are not limited mixing, level control, automatic mixing, equalization, adaptive equalization, delay, routing, dynamics, filters, processors, presets, etc.
b. The audio system shall include a DTMF module that will act as an interface between the paging system and the telephone system. Dialing a pre-defined sequence of numbers into the telephone will allow a zone or an all page to occur. The system will suppress background music during paging.
c. Fire Alarm Interface: Sound System shall mute under zone control from the Project Fire Alarm System. Provide connection between fire alarm panel and audio system for automatic muting of signal upon trigger of alarm. Coordinate with work of Fire Alarm section.
d. Infrastructure shall be provided for the installation of AV equipment that will be installed at a future date. This infrastructure shall be labeled to allow easy identification of these devices. Back boxes shall be labeled with Device ID. Conduit shall be labeled as follows: AV-CTRL = Control, AV-SPK = Speaker, AV-AUD = Audio, AV-VID = Video, AV = Both Audio & Video.
e. An integrated web-enabled central control system shall be used to control all aspects of the audio and video system’s functions, signal routing, lighting, shades and audio levels.

B. Seating Area

1. General
a. The system shall provide audio reinforcement for announcements and sporting events.
b. The system shall allow for local control of functions, including but not limited to volume adjustment and source selection.
c. A user interface located in the DJ booth shall be provided to control volume, source selection and system presets.

2. Sound Reinforcement System
Docusign Envelope ID: 0FD81AC0-3C77-44B3-937B-28D77B555318 PROJECT SPECIFICATIONS for BIDDING (ADDENDUM 2) 10/25/2024 THE RINK SPORTS PAVILLION PROJECT Integrated Audio-Video Systems and Equipment CITY OF SANTA CLARITA 27 41 16-5
a. The sound system shall utilize a distributed overhead mounted to structure loudspeakers and subwoofers to extend the low frequency coverage.
b. Four handheld wireless microphones shall be provided for voice reinforcement.
c. Audio Input Panels shall be located as shown on the plans. Coordinate with the client or representatives what zones should these panels be associated with.

3. Assistive Listening
a. An assistive listening system shall be provided per ADA requirements.

The system will consist of an RF transmitter, remote antennas, and headsets to allow personal monitoring of the audio program.

4. Public Address
a. Paging can be initiated from the paging microphones located on the plans.
b. Concessions shall have a local user interface control to select from allpage, indoor or outdoor paging presets. In addition, volume control for the outdoor zone only.

C. Software Programming

1. General
a. Except when otherwise agreed in writing the client shall retain legal and beneficial ownership of all Intellectual Property, including source code, created by the Contractor, their employees and sub-contractors. b. The Contractor must allow sufficient time for the programming of all software configurable audio and control systems. Contractors must evaluate the systems functional requirements and user interface and then allow time in their bid accordingly. The system description as well as the end user interview will provide the Contractor with the necessary information needed to proceed with the programming. Any questions as to the systems functional requirements must be sent in written RFI form to the Consultant. All programming schemes must be submitted to the Consultant for approval before programming starts. This includes the appearance of all user interfaces, touch panel layouts, preset and subpreset information (acquired through client interviews), and speaker control schemes. The Contractor will also submit a narrative for the control system concept to the Consultant for approval. The Contractor is to interview the Owner and their representatives to acquire the necessary information needed to allow for the proper programming of this system.

The Contractor, after interviewing the Owner, will then submit a written report stating his interpretation of the client’s requirements for approval by Consultant. Only after the Client and Consultant have approved the programming report may the Contractor proceed with the programming of this system.
c. All equipment that is connected to the Client’s local area network and is configurable via the local area network must have its equipment software installed onto dedicated computers provided by the Client. The Docusign Envelope ID: 0FD81AC0-3C77-44B3-937B-28D77B555318 PROJECT SPECIFICATIONS for BIDDING (ADDENDUM 2) 10/25/2024 THE RINK SPORTS PAVILLION PROJECT Integrated Audio-Video Systems and Equipment CITY OF SANTA CLARITA 27 41 16-6
Contractor is to allot time to install and test equipment software onto a minimum of two of the Client’s computers which are to be identified by the Client and/or Consultant. The computers shall be programmed to emulate user interfaces throughout the facility. The Contractor shall coordinate all software deployment over IP with the Client’s Information technology department.

2. Control system minimum programming outlined below:
a. The Contractor shall allot 4 hours for on-site control system programming with the Client’s representative.
b. The Control System in this project shall connect to the Client’s Local Area Network (LAN). This connection will provide desktop computers control of the audio-visual system as well as make available remote troubleshooting via the internet. The Contractor shall provide time to install control system interface software on at least one desktop computers. Coordinate work with Client’s Information Services personnel.
c. Provide password protection to each control surface in this facility.

Pushbutton panels shall be activated by holding the lower two buttons down for 5 seconds. Deactivation will automatically take place 120 seconds after control panel was last gestured. Touch panels shall be activated and deactivated by password. Upon start up a password dialog box shall be presented to the user to enter his/her password. Only after entering a password will the user have access to the system. The system shall be programmed to shut down automatically after being idle for a time to be specified by the user.
d. All control panels shall be programmed with a technical user mode that allows technical personnel to access a second level of control. A push button volume adjust/source select control interface usually includes various sources that may be played into the zone under control. These sources enter a mixer in the DSP allowing control of both input and output of this mixer. Normal, user level, operation of volume control at a user interface shall permit only the output of the mixer to be controlled.

This allows a user the ability to control the output of the mixer to raise and lower the volume of all source devices simultaneously. Pressing any of the source select buttons shall bring up a dialog box that will allow a technician to enter a password and allow technical personnel access to a second level of control functionality. This will permit a technician to balance levels at the inputs of the mixer when required. After sixty seconds of inactivity the panel will automatically default back to user level control.
e. Touch panel layout design will conform to the InfoComm International “Dashboard for Controls” guidelines. Touch panel designs are to be custom to this project. Re-purposed touch panel designs are not acceptable.
f. Technical users shall have the ability to access individual speaker zone controls via the touch panel interface.

Docusign Envelope ID: 0FD81AC0-3C77-44B3-937B-28D77B555318 PROJECT SPECIFICATIONS for BIDDING (ADDENDUM 2) 10/25/2024 THE RINK SPORTS PAVILLION PROJECT Integrated Audio-Video Systems and Equipment CITY OF SANTA CLARITA 27 41 16-7
g. The contractor shall provide a default audio level preset button, in the control system user interface, to allow a user or technician to recall all gain levels that were set when the system was commissioned. h. Control Help File: Each touch panel will include a help file that will explain each layer of the touch-panel control scheme.
i. Control system shall utilize help desk software to provide:
1) Real-time monitoring of:
(a) Control system.
(b) Device monitoring.
(c) System online status.
2) Remote system diagnostics via Contractors help desk. 3) Remote system control.
4) Fault reporting via email alert.
5) Logging of help request.
6) User access control via password protection.
7) Event logging, report and chart generation.
j. The help desk software shall be placed on the desktop computers of each audio-visual maintenance person as well as key personnel of the Client.

The Contractor shall train maintenance and operations persons to use this software feature.
k. All serial controlled devices must have bi-directional communication with the control system. All control functions locally available on each device must be accessible via the remote control system. All locally gestured control functions must mirror on the control system user interface. In other words, if a volume control is adjusted on a DSP interface that adjustment must register on the control interface. l. Control system shall be used to power up and down connected equipment at control system start up and shut down.
m. Control system shall control both lighting and motorized window shades in each room. Provide adequate presets to allow training and video conferences as explained in room descriptions above.
n. The control system shall monitor the connected power amplifiers and report overheating that may occur.

3. Digital Signal Processor (DSP) minimum programming outlined below:
a. A user-friendly graphical interface programmed by the Contractor will allow for easy operation of the system. This interface shall allow novice users the control of main system components without having to access the digital schematic diagram. These main system components will include master volume control, zone volume control, room combining, routing, switching, source-equipment level control and any other control necessary for the system to function properly from a user standpoint. b. When applicable contractor shall configure IGMP Snooping with a querier to mitigate Multicast issues.
c. The main digital processor shall be programmed to act as the clock master for the system.
d. All audio processing functions for the system shall be implemented with Digital Signal Processing equipment (DSP). The system shall connect Docusign Envelope ID: 0FD81AC0-3C77-44B3-937B-28D77B555318 PROJECT SPECIFICATIONS for BIDDING (ADDENDUM 2) 10/25/2024 THE RINK SPORTS PAVILLION PROJECT Integrated Audio-Video Systems and Equipment CITY OF SANTA CLARITA 27 41 16-8
to the Local Area Network for monitoring. Functions provided by this system include but are not limited to mixing, level control, automatic mixing, equalization, adaptive equalization, delay, routing, dynamics, filters, processors, presets, etc.
e. Volume control must be applied to device inputs as well as mixer outputs. Each piece of source equipment shall have a volume control to allow input level balancing. A main volume control and mute button will allow for overall adjustment of the composite mix.
f. Provide automatic level control at the input of all line level source equipment.
g. Signal present indicators shall be placed on the graphical user interface to allow monitoring of all inputs and outputs to the audio system. h. Meters shall be placed along strategic points in the signal chain to allow for monitoring signal level.
i. Schematic diagram shall be arranged so wire paths are easily traced. All inputs and output shall be clearly labeled.
j. The DSP system shall connect to the Local Area Network for control and programming.
k. The DSP system shall include levels of security for system operation and maintenance privileges.
1) A first level of security shall be available to a user that has privileges which requires no password, limited to source select and volume control.
2) A second level of security shall grant an operator privileges that include System shut down, run hardware diagnostics, access on line help and adjust settings. This is reserved for maintenance personnel.
3) A third level of security shall grant supervisor privileges and allow all that is outlined above plus the ability to change system options and edit user list.
4) A fourth level of security shall grant designer privileges and allow all that is outlined above plus the ability to modify the base file. This should be reserved to the AV contractor only. l. The Contractor is to allow programming time for at least 5 different presets as directed by the Owner and their representative. m. The Contractor shall allot 4 hours for on-site digital signal processor programming with the client’s representative.

4. Complexity of Programming:
a. It is required that the Contractor be experienced in programming systems this complicated. Contractors shall allow enough time in their bid to permit extensive programming of all software configurable audio and control systems to the requirements of the client and consultant.

Contractor shall break out cost associated with programming of these systems for review by the Consultant. By submitting this bid, the Contractor agrees that they understand systems of this type and that all programming services are included to the satisfaction of the Client and Consultant. The Contractor further agrees that they will not make any Docusign Envelope ID: 0FD81AC0-3C77-44B3-937B-28D77B555318 PROJECT SPECIFICATIONS for BIDDING (ADDENDUM 2) 10/25/2024 THE RINK SPORTS PAVILLION PROJECT Integrated Audio-Video Systems and Equipment CITY OF SANTA CLARITA 27 41 16-9
claim for additional monies because of misinterpretation of programming requirements.

D. System Performance Standards and Requirements (meet or exceed)

1. Audio Systems:
a. Electrical Performance; Source Input to Power Amplifier Output:
1) Frequency Response (Equalizer flat): +/- 0.2 dB 20 Hz to 20 kHz.
2) Total Harmonic Distortion (THD): Less than 0.05%, 20 Hz to 20 kHz, 4 ohms.
3) Noise: At least -105 dB, 20 Hz to 20 kHz, referenced to input of +4 dBm.
4) Crosstalk: At least -60 dB, 20 Hz to 20 kHz.
5) Damping Factor: Greater than 500 (below 1 kHz)
b. Electro/Acoustic Performance; Distributed Systems: 103 dB Consistent with devices specified herein.
1) Equipment: Specified individually.
2) Audio signal paths: Shall not degrade performance of connected equipment.
c. NEC - Article 640: Audio Signal Processing, Amplification and Reproduction Equipment.

2. Data and Communications Systems:
a. TIA/EIA 568-C series: Commercial Building Telecommunications Cabling Standard.
b. ANSI J-STD-607-A: Commercial Building Grounding (Earthing) and Bonding Requirements for Telecommunications.
c. Comply with ITU-T (International Telecommunications Union – Telecom) for video conferencing systems.

3. Control Systems:
a. RS485 (TIA-485): Electrical characteristics of generators and receivers for use in balanced digital multipoint systems.
b. RS232 (TIA-232): Interface between data terminal equipment and data circuit-terminating equipment employing serial binary data interchange. c. RS 422 (TIA-422): Electrical characteristics of balanced voltage digital interface circuits.

1.05 SUBMITTALS
A. General

1. In addition to the requirements of Division 1, submit all materials for review arranged in the same order as the Specification, individually referenced to the Specification paragraph and Contract Drawing number. Submit 8 1/2" x 11" items bound in volumes and drawings in edge-bound sets. Submit all drawings on sheets of the same size.

2. The Contractor is to provide two copies of each hardcopy submittal and an electronic format copy (Shop drawings must be submitted as .DWF. All other submittals shall be provided as .PDF). All submittals must be original files or documents, scanned copies will not be accepted.

3. Make each specified submittal as a coordinated package complete with all information specified herein. Incomplete or uncoordinated submittals will be returned with no review action.

4. Should the Contractor proceed with the Work of this Section in the absence of submittals for such work submitted and returned with action "No Exception Taken" or "Make Corrections As Noted", the Contractor proceeds at the Contractor's sole risk.

5. If the Contractor deviates from the design shown on the Contract Documents when preparing their shop drawings, the Contractor shall indicate with architectural style clouding, those deviations. The Contractor shall also submit with the Shop Drawings, a list of those deviations and substitutions, including the following:
a. The deviation item number which shall also correspond to a number designation applied to each cloud on the shop drawings. b. Section of the specification that applies to these changes. c. The applicable shop drawing sheet number for each item. d. The corresponding audio-visual Contract Document sheet number for each item.
e. A clear description of the deviation.
f. The Contractor’s rational for the deviation (i.e. what benefit the deviation provides, why it is required, any cost impact, etc.).

B. Infrastructure

1. Provide drawings indicating boxes conforming and non-conforming to Consultant’s AV drawings.

C. Product Data

1. Manufacturer’s Product Data
a. Contractor is to submit submittal in electronic format (i.e. PDF) b. List of materials (i.e. Table of Contents) categorized by room type: For each item specified in PART 2, include:
1) Drawing device ID code.
2) Manufacturer.
3) Model number.
4) Listing: UL or other lab.
5) Quantity.
c. In sequence of List of Materials, provide a data sheet for each item, including all accessories marked for the proposed product.

D. Shop Drawings

1. Field (Installation) Drawings: Collate in sequence:
a. Contractor is to submit shop drawings in .DWF format. b. Drawing index/symbol sheet.
c. Floor plans. At scale of Contract Documents. Show:
1) Device rough-in boxes with ID number.
2) Mounting height.
3) Conduit size.
4) Wire type.
5) Wire fill.

Docusign Envelope ID: 0FD81AC0-3C77-44B3-937B-28D77B555318 PROJECT SPECIFICATIONS for BIDDING (ADDENDUM 2) 10/25/2024 THE RINK SPORTS PAVILLION PROJECT Integrated Audio-Video Systems and Equipment CITY OF SANTA CLARITA 27 41 16-11
d. Sections/Elevations. At scale of Contract Documents:
1) Mounting location reference to nearest gridline.
(a) Provide sections for each room containing AV equipment. (b) Provide elevations for each wall in rooms containing AV equipment.
(c) Show all equipment, including speakers, monitors,
projectors, podium, floor boxes, facility boxes, etc.
(d) Provide vertical dimensions referenced above finished floor to each piece of equipment.
(e) Provide horizontal dimensions reference to gridlines. e. Enlarged Plans. At scale of Contract Documents or larger as required for trade coordination. Show:
1) Items indicated in "floor plans" above.
2) Architectural features.
3) Rack cabinets.
(a) Ventilation details.
(b) Power distribution detail.
4) System furniture.
5) Clearances required by applicable Code.
f. System Conduit Riser Drawing, Show:
1) Terminal cabinets.
2) Coordination with floor plans.
3) Wire runs not shown on floor plans.
4) Wire type.
5) Wire fill.
g. Mounting details:
1) Stamped and signed by an Engineer licensed in the Project jurisdiction for work of this type, where required by code. 2) Show loads, type and strength of connections, sizes, dimensions, materials, etc.
3) Show calculations on drawings or in bound volume for review by Authorities having jurisdiction.
4) Provide details for:
(a) Equipment rack anchorage.
(b) Loudspeaker mounts.
(c) Attachment to building structure.
h. Installation details as required:
1) Terminal cabinets: Terminations.
2) Audio-Visual panel details.
i. Wire run sheets. Show:
1) Wire number.
2) Source.
3) Designation.
4) Signal type.
5) Wire type.
6) Operating level or voltage.

2. Shop (Fabrication) Drawings: Collate in sequence:
a. Contractor is to submit shop drawings in .DWF format. b. Drawing index/symbol sheet (if separate set from Field Drawings). c. System functional drawings. Submit separate drawings for each system/subsystem. Show at least:
1) Equipment:
(a) Function, make, model.
(b) Rack number, module frame and slot number.
2) Field device information
(a) Terminal cabinets.
(b) Pull boxes.
(c) Audio-visual panel connector designations.
3) Wiring
(a) Wire number.
(b) Wire type.
4) Shield condition at both ends (float, ground, location of ground). 5) Connector wiring details, each type.
6) Audio: Nominal operating level, Polarity. Note deliberate polarity inversions where required to maintain absolute polarity. 7) Twisted pair, transmit and received devices: Transmission range at 60 Hz., cable length and signal quality.
d. Provide drawings for the following systems, if applicable:
1) Audio.
2) Control.
3) Data transmission.
4) Coordinated grounding scheme.
e. Equipment rack elevations: Show:
1) All racks scaled at 1 1/2" equals 1 foot, or larger. 2) Rack: Make, model.
3) Equipment: Function, make, model.
f. Rack wiring drawings: For each rack, show:
1) Power strip: Receptacles, circuiting.
2) Sequencing power and surge suppression systems.
3) Equipment.
4) Grounding.
5) Wiring, all systems.
6) Wiring harness scheme.
7) Ventilation detail.
g. Fabrication details: Submit for:
1) Receptacles.
2) Panels.
3) Special mounting provisions.
h. Legends/engraving details. Half or full size:
1) Receptacles.

Docusign Envelope ID: 0FD81AC0-3C77-44B3-937B-28D77B555318 PROJECT SPECIFICATIONS for BIDDING (ADDENDUM 2) 10/25/2024 THE RINK SPORTS PAVILLION PROJECT Integrated Audio-Video Systems and Equipment CITY OF SANTA CLARITA 27 41 16-13
2) Audio-visual panels.
3) Equipment designations.
i. Patchbay elevations: Show:
1) Patchbay elevations to be half-size scale.
2) Equipment: Function, make, model.
3) Patchbay type.
4) Patchbay number.
5) Connector configuration.
6) Connector type.

E. Samples

1. Of all finishes/materials that will be visible to the public, including but not limited to:
a. Receptacles and controls with associated trim plate. b. Each type of loudspeaker baffle and/or grille.
c. All audio-visual panels.
d. Audio-visual devices in public areas.

F. Programming

1. Control Programming Scheme Submittal
a. Contractor is to provide submittal in electronic format (i.e. PDF) b. Provide a password-protected link to a folder on the Contractor’s network to remotely access the touch panel from the Consultant’s computer. Contractor is to have a dedicated control processor utilized on their network or provide an emulation file of each control system interface that will allow reviewer to operate the interface as if operating the actual device.
c. Provide a graphic layout of each user control interface (touch panels, push buttons, etc.).
d. Provide a list of devices that are controlled by each control user interface, including:
1) Device.
2) Brand.
3) Model Number.
4) Control Method.
e. Provide a logic tree for each page for each control interface. f. Provide a system routing sheet for each control user interface, including:
1) Source.
2) Switcher / device input.
3) Switcher / device output.
4) Final destination.
g. Provide help file content on each user interface.

G. Shop and Project Site Test Reports

1. Contractor is to provide submittal in electronic format (i.e. PDF)

2. Schedule: Submit test reports in a timely manner relative to the Project schedule such that the representative of the Owner may conduct Verification of Submitted Test Data without delay of progress.

Docusign Envelope ID: 0FD81AC0-3C77-44B3-937B-28D77B555318 PROJECT SPECIFICATIONS for BIDDING (ADDENDUM 2) 10/25/2024 THE RINK SPORTS PAVILLION PROJECT Integrated Audio-Video Systems and Equipment CITY OF SANTA CLARITA 27 41 16-14
a. Shop test report: Submit prior to shipping completed equipment racks to Project Site.
b. Project Site test report: Submit project site test report for this section after system completion and prior to Acceptance Review and Testing.

3. Content: Include at least:
a. Time and date of start of burn-in.
b. Time and date of test.
c. Personnel conducting test.
d. Test equipment, including serial and date of calibration. e. Procedures used.
f. Results of test - numerical or graphical presentation.

H. Close Out Submittal

1. Contractor is to provide submittals in electronic format (i.e. PDF)

2. Operation and Maintenance Manuals
a. Index.
b. Systems operating instructions.
c. Reduced set of system Record Drawings.
d. Key schedule.
e. Maintenance and spare parts schedules.
f. Shop and Field Test Reports.
g. Equipment manuals. Collate alphabetically by manufacturer. Provide manufacturer's original operation, instruction and service manuals in color for each equipment item. Provide tabbed dividers between each product. Manuals provided by the Manufacturer in an individual binder may be submitted in that form.

3. Framed Operating and Maintenance Instructions: Provide adjacent to each ensemble of equipment racks. Provide sturdy frame with clear glass or non-scratching plastic cover.

Provide permanent, non-fading media. Blueprints shall not be acceptable. Include:
a. Sequence for system start-up and shutdown.
b. System Functional Diagrams.
c. Signal levels and impedance at accessible system signal and test ports, where applicable.

4. Record Drawings
a. As work progresses, maintain records of "as installed" conditions.

Update the set at least weekly. After successful completion of Project Site testing specified herein, and after completion of Punch List corrections, copy all records of "as installed" conditions on to final Record Document drawings, as specified in Division 1.
b. Content: All drawings required under "Field and Shop Drawings". Show "as installed" condition. Where room designations according to Project permanent signage differ from construction designations in the Contract Documents, show both designations.

5. Provide four copies on SD card containing the “as built” drawings, all manuals, training manual and programming code.
a. Submit un-compiled programming code.

6. Training Submittal
Docusign Envelope ID: 0FD81AC0-3C77-44B3-937B-28D77B555318 PROJECT SPECIFICATIONS for BIDDING (ADDENDUM 2) 10/25/2024 THE RINK SPORTS PAVILLION PROJECT Integrated Audio-Video Systems and Equipment CITY OF SANTA CLARITA 27 41 16-15
a. Provide all training materials for review prior to scheduling training sessions.
1) Training manual.
2) Agenda for the training session.
3) The final punch list, indicating that all equipment is fully functional.
b. See the section under Owner’s Instructions for training manual requirements.
c. No training session will be scheduled until final punch list is completed and submitted.

7. Warranty Certificates
a. Comply with Division 1.

1.06 QUALITY ASSURANCE
A. Qualifications

1. The bidder shall, prior to the bid, in accordance with the Instruction to Bidders, submit at least the following information to verify that the bidder has the necessary experience and qualifications to perform the specified work:
a. A detailed brochure describing the bidder’s capabilities in terms of facilities, personnel (include a personnel organization chart followed by resumes), experience, background, examples of similar installations (at least two projects within the past two years), distribution arrangements with manufacturers and financial capability, including certificates of insurance and satisfaction of the project bonding requirements. b. Contractor must, at the time of this bid submittal, have distribution or a dealership agreement with all manufactures whose products are specified in the bid documents. Contractor must also have completed manufactures training and certification before bids are submitted.
c. AIA Document A305 “Contractor’s Qualification Statement”. d. Information identifying any and all local agents and/or subcontractors that will assist in the work and their role in the project. e. Identification of sources of labor for all fabrication and installation throughout the duration of the project.
f. Evidence that he has acquired all necessary licenses, certificates and approvals to perform the specified work within the state or jurisdiction the work is to be performed.

2. Projects that include Digital Signal Processing (DSP) equipment will require the Contractor to submit evidence of qualification from the manufacturer of said equipment.

This would include completion of manufacturer’s training courses, the name of the person or persons who completed said training and prior projects completed using DSP technology. If the Contractor is not approved for the DSP programming, they may hire a qualified programmer approved by the consultant.

3. Projects that include networked audio or video systems will require the Contractor to submit the name of the person, in their employment, qualified to perform this work. This person shall have certification in computer network technology and hold one of the following certifications:
a. CNP – Certified Network Professional Program.

Docusign Envelope ID: 0FD81AC0-3C77-44B3-937B-28D77B555318 PROJECT SPECIFICATIONS for BIDDING (ADDENDUM 2) 10/25/2024 THE RINK SPORTS PAVILLION PROJECT Integrated Audio-Video Systems and Equipment CITY OF SANTA CLARITA 27 41 16-16
b. Computing Technology Industry Association - Network+ certification. c. MCSE – Microsoft Certified Systems Engineer.
d. CNE – Certified Systems Engineer.
e. CCNA – Cisco Certified Network Associate.

4. Projects that include software configurable, integrated central control systems must include a factory authorized programmer who is fully engaged in the work of system programming 8 hours a day 5 days a week. This person shall hold the highest level of certification from the manufacture of the equipment being programmed.

5. It the contractor does not employ a programmer that meets the above requirement, the Contractor is to enter an agreement utilizing the authorized independent programmer as a sub-contractor. Under this agreement, the Contractor will retain all the responsibility for a complete and working system. The Contractor must include in their bid time to work out any programming bugs that may occur in the initial programming stage. These items include working through the initial and final programming stage with the authorized independent programmer to provide a functional system, testing the programmer’s graphical user interface for intended functionality and provide onsite support for the programmer in the uploading and testing of programming revisions.

6. The control systems programmer shall be present either by web meeting or in person at the end user interviews to acquire information firsthand. The control systems programmer shall submit a report outlining the meeting results to Contractor for approval. Only when the Contractor approves this report shall it be submitted to the consultant for review.

7. The Contractor shall provide information on how and by whom the requirements of the warranty period will be fulfilled.

8. The submittal must justify, in the judgment of the Consultant, the Architect, and the Owner, that the Contractor has the capability to manage and install a project of this size and scope and that he is capable of the necessary business and technical arrangements for this installation and the pursuant warranty service. Contractor may be disqualified as a bidder if all of the submittal does not meet the approval of the Owner and his/her representative.

9. Company: Work of this Section shall be performed by a Sound or Audio-Visual Systems Contractor who has at least five years direct experience with the devices, equipment and systems of the type and scope specified herein, and who has a fully staffed and equipped maintenance and repair facility, and who is licensed to perform work of this type in the Project jurisdiction.

10. Personnel: Use adequate numbers of skilled workers who are thoroughly trained and experienced in the necessary crafts and who are completely familiar with the specified requirements and the methods needed for proper performance of the Work of this Section. Supervisors shall have at least five years direct experience in similar work.

Installation and maintenance personnel shall have at least three years direct experience in similar work.

11. Designated Supervisor: Provide a designated supervisor present and in responsible charge in the fabrication shop and on the Project Site during all phases of installation and testing of the Work of this Section. This supervisor shall be the same individual throughout the execution of the Work unless illness, loss of personnel, or other circumstances reasonably beyond the control of the Contractor intervene.

12. Staff Engineer: The Contractor shall have on his full-time payroll at least one staff engineer having five years minimum experience as an electronics engineer covering systems and projects comparable in substance and complexity to the project described herein. The staff engineer shall have NICET certification in Electrical/Electronics Engineering Technology and Audio Systems or equivalent. The signature of that engineer shall appear on all shop drawings and submittals.

13. Coordination: Coordinate the Work of this Section with the Work of all other Separate Contracts. Comply with Division 1.

14. Help Desk: The Contractor must employ a fully staffed help desk department that shall provide knowledgeable responses to inquiries regarding system operation. This department must also have the ability to provide remote diagnostics to identify equipment faults for troubleshooting.

B. Cutting and Patching

1. Cut, patch and extend existing work using skilled mechanics that are capable of matching existing quality of workmanship.

2. Assign work of moving, removal, cutting and patching, to trades qualified to perform the work in a manner to cause least damage to each type of work, and provide means of returning surfaces to appearance of new work.

3. Perform cutting and removal work to remove minimum necessary, and in a manner to avoid damage to adjacent work. Cut finish surfaces such as masonry, tile, plaster or metals, by methods to terminate surfaces in a straight line at a natural point of division.

4. When new work abuts or finishes flush with existing work, make a smooth and workmanlike transition. Patched work shall match existing adjacent work in texture and appearance so that the patch or transition is invisible.

5. Protect existing finishes, equipment, and adjacent work that are scheduled to remain, from damage.

6. Promptly repair damages caused to adjacent facilities by demolition operations, at no change in Contract Amount.

C. Painting

1. Use skilled mechanics that are capable of painting audio-visual equipment and hardware to match architectural surroundings, where applicable.

D. Regulatory Requirements

1. Regulations Applicable: including but not limited to those defined in Division 1.

2. Comply with all applicable federal, state, and local labor regulations, and applicable local union and trade regulations.

3. Installation practices shall be in accordance to industry-accepted standards (ANSI, CalOSHA, IEC, IEEE, FCC, NEC, NFPA, ICIA, NSCA, CEDIA, BICSI) or local acts, codes and standards enforced at the place of work, whichever is most stringent.

4. Procure and pay for all necessary permits, licenses, inspections, and observe any requirements stipulated therein.

5. Provide UL/ULC fire rated enclosures around all audio-visual floor and back boxes where required by code.

E. Programming
Docusign Envelope ID: 0FD81AC0-3C77-44B3-937B-28D77B555318 PROJECT SPECIFICATIONS for BIDDING (ADDENDUM 2) 10/25/2024 THE RINK SPORTS PAVILLION PROJECT Integrated Audio-Video Systems and Equipment CITY OF SANTA CLARITA 27 41 16-18

1. User Group Interview:
a. Conduct interviews with the end-users to acquire programming requirements. Submit written results of the interview and the requirements set forth by the user group. Associate the user group requirements into the programming of each sub system. Submit to the Consultant a report that outlines the interviews conducted.

F. Pre-installation Meetings

1. Attend a pre-installation meeting at the project site with the Owner and his representatives in order to coordinate related work and scheduling issues.

G. Verification

1. Verify dimensions and conditions at the Project Site. Submit any conflicts in timely manner for resolution.

H. Shop Fabrication and Testing

1. Assemble and fully wire equipment racks at a fabrication shop off the Project Site. Burnin for not less than 120 hours. Following burn-in, perform specified adjustment procedures. Provide test equipment and test according to procedures specified herein.

Submit verification of shop test in timely manner. Following verification of shop test and when installation locations are ready as specified herein, deliver equipment racks and equipment to the Project Site and install.

I. Project Site Installation and Testing

1. Install as specified herein.
a. Perform specified adjustment procedures. Provide test equipment and test according to procedures specified herein. Request verification of Project Site test in timely manner.

J. Verification of Submitted Test Data

1. Re-test in presence of designated representative(s) of the Owner at reasonable mutual convenience. Provide services of the designated supervisor and an additional technician familiar with work of this Section. Provide all test equipment. Provide complete set of latest stamped submittals of record for reference. Provide complete set of Shop and Project Site Test Reports, as applies. Provide a complete set of manufacturer's original operation, instruction and service manuals for each equipment item for reference.

K. Reference/Project Record Documents

1. At all times when the work is in progress, maintain at the workplace, fabrication shop or Project Site as applies, a complete set of the latest stamped, action submittals of record for reference. Also maintain a separate, clean, undamaged set for preparation of Project Record Documents. Also maintain at the workplace a complete set of manufacturer's original operation, instruction and service manuals for each equipment item for reference.

1.07 DELIVERY, STORAGE AND HANDLING
A. Packing, Shipping, Handling and Unloading
Docusign Envelope ID: 0FD81AC0-3C77-44B3-937B-28D77B555318 PROJECT SPECIFICATIONS for BIDDING (ADDENDUM 2) 10/25/2024 THE RINK SPORTS PAVILLION PROJECT Integrated Audio-Video Systems and Equipment CITY OF SANTA CLARITA 27 41 16-19

1. Deliver materials in manufacturer's original undamaged packages or in bulk packing which provides equivalent protection from rough handling, dust and dirt.

2. Deliver all assembled equipment racks in custom manufactured wood crates to avoid damage during shipping.

3. All packing, shipping, insurance, handling and storage costs of equipment and materials shall be the responsibility of the Contractor.

4. The Contractor shall be responsible for ensuring all equipment and installation materials stored in their shop facilities until it is delivered to the Project Site and a delivery acknowledgement is received from the Owner or its authorized representative.

5. Equipment unpacked for inspection but not ready for permanent installation must be returned into its protective packing.

6. The Contractor shall be responsible for furnishing a temporary substitute for equipment that could not be delivered in time for system operation. All costs associated for renting, shipping and handling temporary substitute equipment shall be the responsibility of the Contractor.

7. In the event the equipment or installation material delivery is delayed, the Contractor must employ the fastest means of delivery service available to deliver the equipment on time. All costs for expediting the delivery of equipment shall be the responsibility of the Contractor.

8. Store packaged materials off of the ground or slab in a manner to protect them from elements, especially moisture damage.

9. Deliver completed, wired, tested equipment racks to associated equipment rooms at the Project Site when major work of all other separate contracts is complete, equipment room ventilation is operating with clean filters in place, the area is clean and free from airborne contaminates, and continuing work of other trades will not produce airborne contaminates or permit transport of such airborne contaminates to the equipment rooms.

B. Acceptance at Site

1. All equipment and installation material delivered to the Owner shall be properly documented in the form of delivery receipts.

2. Equipment delivered to the Project Site must include a delivery acknowledgement receipt signed by the Owner or its representative. Issue a signed copy of the delivery receipt to the Owner and file the signed copy for future reference.

3. The Contractor shall be responsible for the insurance coverage and security of equipment delivered to the Project Site until it receives an acknowledgement of delivery from the Owner or its authorized representative.

C. Storage and Protection

1. The Contractor shall provide a safe and secure storage location for all equipment and installation materials until they are delivered to the Project Site and it receives an acknowledgement of delivery from the Owner or its authorized representative.

2. For equipment assembled and tested at the Contractor’s shop facility and delivered to the Project Site, ensure that the equipment is properly protected from improper handling, rain, water, humidity, moisture, heat, direct exposure to sunlight, dust and dirt during delivery and storage on or off the Project Site.

3. Do not remove protective packing from equipment until they are ready to be installed.

4. If, after equipment is installed, the Project Site cannot be cleaned or is still not clean because of on-going work by others, provide protective covering and protection to prevent airborne dust and dirt originating from damaging equipment.

1.08 PROJECT SITE CONDITIONS
A. Environment Requirements

1. The spaces where audio-visual system assemblies are installed shall meet the following requirements:
a. Free from dust generated from construction.
b. The room temperature shall be within the specified operating temperature recommended by the manufacturer.

1.09 SEQUENCING
A. Submit all testing documentation to the Owner’s Representative for review prior to requesting the Fabrication Inspection and Substantial Completion inspections.

B. Allow adequate time for corrections to be made after inspections to maintain the Project Schedule.

1.10 SCHEDULING
A. Comply with the Project schedule.

B. Make all Submittals specified herein in a timely manner. Failure to make timely submittals complete as specified herein is considered to be lack of substantial progress of the Work of this Section. Contractor is to work around client schedule throughout the duration of the project.

C. Deliver all equipment, devices and materials required for the Work of this Section and install, test and ready all work for Acceptance Testing at least fourteen days prior to the completion date for the associated area of the Project, unless specifically instructed otherwise by the Owner.

D. It shall be a common understanding that there is a time constraint when executing this work.

The Contractor shall use all means and resources to complete this project on or before the specified schedule at no additional cost to the Owner. This includes working beyond normal business hours and days, additional manpower, additional tools, etc.

1.11 WARRANTY SERVICE
A. Warrant all Work of this Section to be free from defects in materials and workmanship for a minimum of 1 year from the date of Owner acceptance of the Work of this Section.

B. All manufacturers’ equipment warranties shall be activated in the Owner’s name and shall commence on the date of system acceptance. In the case of Contractor modified equipment, the manufacturer’s warranty may be voided. In such cases, provide a warranty equivalent to that of the original manufacturer.

C. All high-level software shall follow the warranty conditions specified by the manufacturer.

Immediately update or upgrade the Owner’s installed software as soon as new versions, updates or patches become available from the manufacturer at no additional cost to the Owner within this warranty period.

Docusign Envelope ID: 0FD81AC0-3C77-44B3-937B-28D77B555318 PROJECT SPECIFICATIONS for BIDDING (ADDENDUM 2) 10/25/2024 THE RINK SPORTS PAVILLION PROJECT Integrated Audio-Video Systems and Equipment CITY OF SANTA CLARITA 27 41 16-21
D. Response Time: Provide a qualified technician familiar with the work at the Project Site within 12 hours after receipt of a notice of malfunction. Provide the Owner with the telephone number attended 8 hours a day, 5 days a week, and an answering service or equivalent facility attended 24 hours a day, 7 days a week, to be called in the event of a malfunction. Provide repairs at no expense to the Owner and at the Owner's request, alternate facilities, services and systems for the duration of the repairs to any defective work of this Section. Provide a complete and operational System, within 48 hours after notification of a malfunction.

E. All work requested due to warranty issues shall be performed during regular working hours unless the Owner agrees to pay the difference in labor rates for overtime or nighttime work.

F. The Contractor shall use qualified service personnel to respond to all warranty issues or calls.

G. Off Site Service: Conduct all warranty repairs and services at the Project Site, unless in violation of manufacturer's standard product warranty. Provide substitute systems, equipment, and/or devices acceptable to the Owner for the duration of off-site repairs.

Provide transportation for substitute and/or test systems, equipment, devices, materials, parts and personnel to and from the Project Site.

1.12 OWNER’S INSTRUCTIONS
A. General

1. Conduct training on the completed system at a reasonable convenience of the Owner during normal Owner business hours. Contractor is to assess the complexity of the system and shall fully train the operation and maintenance staff named by the Owner.

2. Do not start training until all systems have been commissioned, training manuals are approved and an agenda along with schedule of each departmental training session has been submitted to the owner.

3. Training shall be conducted in the actual room that is the topic of the training session.

4. The client asserts legal and beneficial ownership of all training materials which are specifically commissioned for this project.

B. Operator Training – Do not start training before system is in full operation and all components have been signed off by owner’s representative. Use the items covered in the commissioning portion of this specification as a basis for the training curriculum.

1. At least two 2-hour sessions of instruction will be given in order to familiarize the Owner with the operation of the system.

C. Maintenance Training

1. At least two 2-hour sessions of instruction will be given in order to learn how to maintain and troubleshoot the system. A maintenance binder shall be provided by the Contractor with all manufacturer-specific operating and maintenance information for each piece of equipment used. On large jobs, the binders will be sub-divided into individual audio, video and control binders. Provide training on at least the following system features:
a. Firmware upgrades
b. Helpdesk features
c. Complete use of system as outlined in the Commissioning section plus advanced troubleshooting.

D. Training Video
Docusign Envelope ID: 0FD81AC0-3C77-44B3-937B-28D77B555318 PROJECT SPECIFICATIONS for BIDDING (ADDENDUM 2) 10/25/2024 THE RINK SPORTS PAVILLION PROJECT Integrated Audio-Video Systems and Equipment CITY OF SANTA CLARITA 27 41 16-22

1. A training video shall be produced and cover all aspects of the systems operation.

2. Each page of all user interfaces shall be explained and recorded while gestures are made on the screen. Each button on the user interface shall be explained and demonstrated.

3. All portable equipment that connects to the system shall be demonstrated both in their physical connection and routing method at the user interface.

4. All patch bays shall be explained and demonstrated.

5. All source equipment shall be explained in both physical loading of media and transport control as well as user interface control.

6. Demonstrate on basic troubleshooting.

7. Provide training on items as outlined in the Commissioning section of this document.

8. Demonstrate system start up and shut down.

9. Explain and demonstrate help files associated with touch panels.

10. Audio and video files shall be combined and burned to DVD for distribution to each department.

11. Provide professional MP4 with searchable index of topics covered.

12. Provide label with client’s logo, room name/number, title, length and topics covered.

E. A training manual specific to this system will be written covering the basic and advanced functional techniques necessary to operate the system in a reliable and fully functional condition. The Contractor shall submit hard color copies of the training manual as well as a soft copy in PDF or DOC format. Provide a hard copy of the training manual for each person to be trained. This manual shall include:

1. All contact information, including emergency and after-hours phone and pager numbers, for requesting service assistance from the Contractor.

2. A 11x17 set of as-built drawings of the completed project (a full-sized set will be issued to the client for their use, a half-size set will be attached to the inside back door of the main equipment rack).

3. A table of contents at the beginning of the manual.
a. The manual will begin by explaining basic information such as manual references, abbreviations, any assumptions made by the author, prerequisites required, numbering convection, etc.
b. It will then proceed to the manual objectives.
c. Explain what the end user should understand after reading the manual. d. It will cover the basics of the user interface including start up and shut down procedures, log on procedures, access privileges, operator password, levels of security, file structure, etc.
e. The manual shall proceed to describe each user interface and its function.

It will cover every layer of the interface and how to navigate through them.
f. Each of the system presets shall be explained and the physical setup of the equipment and floor plan during presets shall be illustrated. Source equipment shall have their routing scheme explained and illustrated.

Portable equipment and its connection to the system shall be explained and illustrated.
g. The manual will end by explaining basic troubleshooting procedures and equipment care instruction.

4. The Contractor’s maintenance instructions, which will include the manufacturer’s maintenance instructions found on the factory manuals to keep the manufacturer’s warranty in force.

5. A list of consumables (lamps, fuses, batteries, etc.) required to keep the system operating over time, along with sources of supply (if not readily available).

6. The Contractor shall compile and submit all factory warranty registration forms or cards for each piece of equipment furnished for this project.

7. A form requesting feedback from the end user as to how the manual can be improved and a section to report errors discovered.
a. The Contractor shall make the corrections and improvement suggestions after receiving feedback from the users. This will be completed at no charge to the client. The manual will contain a date stamp and version number. Each feedback and error correction manual reissue will include a new version number.

F. Initial Use Support

1. Provide standby trainer/system engineer during the first two public events.

1.13 MAINTENANCE
A. The Contractor shall, within the warranty period, schedule two visits to inspect and perform preventive maintenance on the system. The first visit shall be six months after the commencement of the warranty period. The last visit shall be just prior to the end of the warranty period.

B. Cache for event logging must be set to record unlimited events until the Contractor's first maintenance site visit. After the Contractor's first maintenance site visit, the cache can be limited to the Owner specified level.

C. The Contractor shall use qualified service personnel to conduct all maintenance work.

D. All maintenance work shall be performed during regular working hours unless the Owner agrees to pay the difference in labor rates for overtime or night time work.

PART 2 - PRODUCTS

2.01 General
A. Quality of Products

1. Materials and equipment specified herein have been selected as the basis of acceptable quality and performance and have been coordinated to function as components of the specified systems.

2. Where a particular material, device, piece of equipment or system is specified directly, the current manufacturer's specification for the same shall be considered to be a part of these specifications, as if completely contained herein in every detail.

3. Each material, device or piece of equipment provided herein shall comply with all the manufacturer's published specifications for that item.

4. Equipment shall be from the manufacturer’s current stock and shall not be stored longer than 1 year prior to installation, unless written approval to do otherwise is provided by the manufacturer and submitted for review by the Owner.

5. All products shall be a product of firms regularly engaged in the manufacturing of electrical, electronic or optical equipment. The equipment shall be the latest model or type offered which meets the applicable specifications at the time of the submittal.

Discontinued items replaced by newer models or versions are prohibited and should not be submitted for review.

6. Quality of workmanship and fabrication of all equipment and components, which are custom fabricated, shall be comparable to professional equipment produced by specialized manufacturers of the trade involved and will be verified by inspection. Only firms having 5 years of experience in all aspects of the fabrication and installation of similar systems will be allowed to perform the work.

7. All materials and products shall be new and of professional quality. Unless specifically stated in the drawings or specifications, no existing or used materials will be installed.

B. Quantity

1. Provide the quantity of products as shown on the Contract Drawings, or as otherwise indicated herein.

2. The equipment listed in section 2.2 consists of all major equipment for the project. The Contractor shall integrate into the system design and provide any additional components, wiring, programming, etc., to complete a functional system operating as described within the specifications and the for construction drawings.

3. Components or equipment not specified or indicated on the drawings that are required to make a fully functional systems per the Owner's requirements and the design intent, shall be furnished and installed by the Contractor, and shall be submitted for Owner review.

C. Preference

1. Where more than one manufacturer is listed herein as acceptable or equivalent, no preference is intended or implied by the order of listing.

D. In the event that a specified piece of equipment or product has been superseded, discontinued or is no longer available from the manufacturer, the Contractor shall submit a request for substitution of the originally specified product. The substitute product shall be the manufacturer's most current model of the specified product, or if the line has been discontinued, a product by the same manufacturer with specifications meeting or exceeding, and as close as possible to those of the originally specified product. Refer to Alternatives and Substitutes section for clarification.

E. Provide Complete

1. Provide all auxiliary and incidental materials and equipment necessary for the operation and protection of the Work of this Section as if specified in full herein.

F. Provide New

1. All materials provided under the Work of this Section shall be new, shall be the manufacturer's latest design/model, and shall be permanently labeled with the manufacturer's name, model number and serial number.

2. Products and materials shall be clean, free of defects, damage and corrosion.

G. Similar
Docusign Envelope ID: 0FD81AC0-3C77-44B3-937B-28D77B555318 PROJECT SPECIFICATIONS for BIDDING (ADDENDUM 2) 10/25/2024 THE RINK SPORTS PAVILLION PROJECT Integrated Audio-Video Systems and Equipment CITY OF SANTA CLARITA 27 41 16-25

1. Similar devices shall be of the same manufacturer, unless specifically noted otherwise in these specifications.

H. Safety Agency Listing

1. All devices provided under the Work of this Section that are connected to the Project electrical system shall be listed by Underwriters Laboratories (UL) or other Nationally Recognized Electrical Testing Laboratory acceptable to the Authorities having jurisdiction at the Project site, and shall be so labeled. Absent such listing, comply with Regulatory Requirements applicable to Unlisted Equipment.

I. Power Rating

1. All devices provided under the Work of this Section that are connected to the Project electrical system shall provide stable performance in full accordance with these specifications when operated on main service which complies with ANSI standard tolerances for voltage, frequency, transients and related parameters.

J. Circuit Protection

1. All active devices shall include integral fuse or circuit breaker protection.

2. All circuit breakers shall be fully magnetic.

3. Protection devices shall be located to facilitate examination, resetting and/or replacement without the need to disassemble or demount the associated device.

4. Contractor-fabricated items shall be provided with either indicating type circuit breakers or fuses of the clear glass cartridge type, mounted in fuse holders which will indicate a blown or defective fuse.

K. Continuous Use

1. All active circuitry shall be solid state and shall be rated for continuous use. All circuit components shall be operated in full compliance with the manufacturer's recommendations and shall contain sufficient permanent identification to facilitate replacement.

L. Construction

1. All electronic equipment shall be of the "dead-front" type and shall be designed for standard 19" EIA rack mounting, unless otherwise indicated.

2. Steel frames and enclosures shall be designed and wired to eliminate all induced currents within both the units and the systems.

3. All bolted connections shall be made with self-locking devices.

4. Coordinate all consoles and panels so that the general appearance is similar, or as directed by the Owner.

5. All operating panels shall be at least 1/8" thick aluminum.

6. Provide locking panel covers on all recessed, semi-recessed or surface mounted control panels not located in the equipment rooms, unless specifically noted otherwise. Panel locks shall be flush with no protrusions beyond the panel face when the door is closed.

Recessed control panels shall be recessed within the back box to a depth sufficient to permit a locking hinged panel cover to completely close without affecting any device within the enclosed area.

M. Circuit Boards/Modules
Docusign Envelope ID: 0FD81AC0-3C77-44B3-937B-28D77B555318 PROJECT SPECIFICATIONS for BIDDING (ADDENDUM 2) 10/25/2024 THE RINK SPORTS PAVILLION PROJECT Integrated Audio-Video Systems and Equipment CITY OF SANTA CLARITA 27 41 16-26

1. All printed circuit boards or modules shall be mechanically secured by bolt or friction-loading guide, in addition to any electrical connector attachment, and shall include an integral extraction grip.

2. Printed circuit boards shall be connected to associated circuitry via soldered connections or precious metal positively keyed card edge connectors.

3. All Contractor-fabricated printed circuit boards shall be at least 1/16" thick G-10 glass fabric epoxy base, copper plated to a minimum density of 2.0 oz./sq. ft. on one or both sides, and finished with 60/40 tin/lead solder either hot rolled or plated over the copper.

All holes through the boards shall be plated through and solder filled. All boards shall be permanently identified with a designation that matches that of the mating connector or board position in the assembly.

N. Identification

1. Provide permanent intelligible identification on, or adjacent to, all connectors, receptacles, controls, fuses, circuit breakers, patching jacks, and the like. This identification shall clearly and distinctly indicate the function of the item and shall be numbered or lettered to correspond with the function, circuit and location consistent with field and shop drawings.

O. Modular Products

1. The drawings show conventionally packaged components to convey design intent.

2. Card cages to have front and rear closure panels to provide a finished appearance.

3. Except as noted below, modules of different functional types are permitted to share the same card cage/mounting frame and/or power supplies as applicable and if mechanically and electrically compatible.

4. With amplifier input driven 10 dB beyond input level required to produce full rated output, amplifier shall withstand indefinitely any of the following load conditions without instability of operation of main over current protection (i.e. no blown fuses or circuit breakers).
a. "Short" circuit of 0.1 ohm.
b. Open circuit (no load).
c. Rated load impedance.

5. Maintain sense of signal polarity from input to output.

P. Keys

1. Key all boxes, cabinets, enclosures, panels, controls, doors and related provided for similar usage within a system identically. For each unique key type, provide a quantity of ten. Stamp each key with a reference designation.

2. Submit a schedule of keying to the Owner. Where so noted, provide Project Standard lock cylinders and keys; coordinate with the work of other Sections.

Q. Assistive Listening System (RF)

1. An assistive listening system using wireless radio frequency (RF) transmitter and headsets will allow personal monitoring of the audio program for the hearing impaired.

The transmitter will be a frequency agile unit with no less than 30-channel capability and will broadcast the main audio program to personal headsets used by hearing impaired audience members. The system and quantity of headsets supplied shall conform to the Docusign Envelope ID: 0FD81AC0-3C77-44B3-937B-28D77B555318 PROJECT SPECIFICATIONS for BIDDING (ADDENDUM 2) 10/25/2024 THE RINK SPORTS PAVILLION PROJECT Integrated Audio-Video Systems and Equipment CITY OF SANTA CLARITA 27 41 16-27
ADA requirements (section 219 and 706) for the space. Stereo headset type and hearing aid compatible (T-Coil) listening devices are required; ear-bud type devices are not acceptable. Supply a drop-in type battery charging system capable of servicing multiple receivers, with sufficient charging capacity to charge each receiver simultaneously.

Follow the table below for quantity requirements.

*1 Or fraction thereof
R. Provide enclosure systems including, but not limited to racks, cabinets, cases and related panels and accessories as specified herein, or approved equivalent. Provide size and quantity as shown on drawings. Provide color as specified by Architect. If no color is shown on drawings, submit manufacturer's standard color chips for selection.

S. Cable Tray: Provide aluminum ladder style cable tray with flange in side rails where called out in drawings. Size the cable tray to accommodate all wire that must pass through it. Provide all supporting hardware and accessories.

1. Ladder Style Cable Tray
a. P-W Industries.
b. Equal by Hubbell.
c. Approved equal.

T. Floor Mounted Equipment Racks: Provide each bay with basic frame, vented locking rear door, top panel with single 10” fan, certified seismic floor anchor kit, ganging hardware, except where otherwise indicated, at each ensemble of bays, provide end (side) panels to provide complete enclosure.

1. Rack cabinet, heavy duty welded 14ga. CRS, single bay of maximum dimensions 83- 1/8"(H) x 24"(W) x 32.5"(D); floor supported with accessory louvered side rack side panel.
a. Mid Atlantic WRK Series.
b. Equal by Atlas/Soundolier.
c. Approved equal.

2. Turret cabinet:

Capacity of Seating in
Assembly Area
Minimum Number of
Required Receivers
Minimum Number of
Required Hearing Aid
Compatible Receivers
50 or Less 2 2
51 to 200 2, plus 1 per 25 seats over 50
Seats *1 2
201 to 500 2, plus 1 per 25 seats over 50
Seats *1 1 per 4 Receivers *1
501 to 1000 20, plus 1 per 33 seats over
500 *1 1 per 4 Receivers *1
1001 to 2000 35, plus 1 per 50 seats over
1000 seats *1 1 per 4 Receivers *1
2001 and over 55, plus 1 per 100 seats over
2000 seats *1 1 per 4 Receivers *1
Docusign Envelope ID: 0FD81AC0-3C77-44B3-937B-28D77B555318 PROJECT SPECIFICATIONS for BIDDING (ADDENDUM 2) 10/25/2024 THE RINK SPORTS PAVILLION PROJECT Integrated Audio-Video Systems and Equipment CITY OF SANTA CLARITA 27 41 16-28
a. Mid Atlantic Slim 2 Series.
b. Equal by Atlas/Soundolier.
c. Equal by Hammond Manufacturing.

3. Wall cabinet, tilt out:
a. Atlas/Soundolier AWR Series.
b. Mid Atlantic WRS Series.
c. Equal by House of Metal Enclosures (HOME).
d. Equal by Hammond Manufacturing.

4. Wall Mounted cabinet:
a. Atlas/Soundolier 300 Series.
b. Mid Atlantic DWR Series.
c. Equal by Hammond Manufacturing.

5. Floor mounted pivoting rack:
a. Mid Atlantic SR-40-22 Swing Rack.
b. Equal by Atlas/Soundolier.

U. Rack Panels and Accessories: Rack Mounting Screws: Screws 10-32; length as required for at least 1/4" excess when fully seated; oval head with black plastic non marring cup washer or equivalent ornamental head; nickel, cadmium or black plated; Phillips, Allen Hex, SquareTip or Torx drive. Slotted screws are not acceptable.

1. Blank Panels:
a. Atlas/Soundolier S19 Series.
b. Zero ZP112000 Series.
c. House of Metal Enclosures (HOME) Series PM.
d. Middle Atlantic Products BL, SB or HBL Series.

2. Vent Panels:
a. Middle Atlantic ETF Series.
b. Equal by Atlas/Soundolier.
c. Equal by Zero.
d. Equal by House of Metal Enclosures (HOME).

3. Shelf:
a. Middle Atlantic Products U Series.
b. Atlas/Soundolier SH19 Series.
c. Zero A52 Series.

4. Drawer:
a. Atlas/Soundolier SD Series.
b. Middle Atlantic Products UD Series.
c. House of Metal Enclosures (HOME) SD Series.
d. Zero A43/A36 Series.

5. Compact Disc Holder: Middle Atlantic Products Model RSH-4A.

6. VCR Holder: Middle Atlantic Products Model RSH-4A.

7. LP/Laser Disc/Binder Holder: Middle Atlantic Products Model LP.

8. Rackmount Computer Keyboard: Middle Atlantic RM-KB.

9. Equipment Custom Rackmount Shelf: Middle Atlantic Products Model RSH-4A Series.

10. Rackmount Computer Keyboard.
a. Mid Atlantic RM-KB series.
b. Approved equal.

11. Computer Monitor Rackmount.
a. Mid Atlantic RM-MM series.
b. Approved equal.

12. Horizontal Lacer Bars
a. Mid Atlantic LBP-IR4, LBP-1S, LBP-1P.
b. Equal by Atlas/Soundolier.

V. Equipment Enclosure Ventilation: Provide UL Recognized devices. Connect to enclosure power, comply with applicable Codes.

1. Fan panel, 5 1/4" high painted steel rack panel with 4" diameter fans, each fan with chrome plated finger guard, low speed air flow, two fans per panel, total 120 CFM:
a. Mid Atlantic QFP-2 Series.
b. Atlas/Soundolier ES/IS Series.
c. BGW Systems.

2. Thermostatic Fan control module, user definable temperature range with status LED’s, temperature sensing probe.
a. Middle Atlantic FC Series.
b. Atlas/Soundolier CFT Series.

W. Equipment Enclosure Power and Signal Grounding: Comply with applicable Codes and applicable portions of Division 26. Provide UL Listed devices, Specification or Hospital Grade. Provide all junction boxes, raceway, fittings, wire, supports and fastenings as required for complete installation. Unless otherwise noted, provide receptacles of NEMA 5-15R configuration.

1. Full height receptacle strip, Isolated Ground:
a. Wiremold 3000 Plugmold IG Series.
b. Middle Atlantic PD series vertical power strips.

2. Full height receptacle strip, three or more circuits, Isolated Ground:
a. Wiremold 3000 Series with Specification Grade IG 5262 Series receptacles.
b. Middle Atlantic PD series vertical power strip.

3. Wireway, lay in, NEMA 1: Any meeting NEMA 1 and UL870. Size as required.

4. Flexible metal conduit: Comply with Division 26.

5. Sequencing Power System:
a. The Contractor is to design and build power sequencing and surge suppression systems that will control and distribute power in the equipment racks. The system will be designed to sequentially connect power to all of the audio-visual equipment in the equipment racks.

Outlets are mounted to the unit's back plate or on a remote strip. If the project utilizes a control system, the sequencing power system will be controlled by the software configurable control system. The touch panel's shut down button will prompt a second time asking "Are you sure you want to shut the system down?" A positive response will activate system shut down. A push button control station's shut down button will be pressed twice to shut down the system. If the project does not include a control system, the Contractor is to provide a dedicated sequential controller in the equipment racks.

Docusign Envelope ID: 0FD81AC0-3C77-44B3-937B-28D77B555318 PROJECT SPECIFICATIONS for BIDDING (ADDENDUM 2) 10/25/2024 THE RINK SPORTS PAVILLION PROJECT Integrated Audio-Video Systems and Equipment CITY OF SANTA CLARITA 27 41 16-30
1) 15 amp or greater power capacity.
2) 3-prong 15 amp 120VAC isolated ground outlets (provide required amount).
3) Individual sequencing steps for each outlet.
4) Adjustable power-up time delay and outlet sequencing intervals. 5) Modular power raceway systems shall be constructed of 18- gauge min-spangle galvanized steel.
6) Remote controllable via contact closures (if applicable). 7) Status indicator on touch panel (if applicable).
b. Approved subject to above:
1) Middle Atlantic RLM-XX, RM-XX, R-XX or M-XX Modular
Power Raceway Series.
2) Middle Atlantic USC-6R Universal Sequencing Controller. 3) Equal by Atlas Soundolier.

6. Signal Grounding bus bar, insulated from enclosure frame:
a. Atlas/Soundolier BBG Series mounted on standoff insulators. b. Zero A32 Series.
c. Middle Atlantic.
d. Panelboard Isolated Ground bus kit by manufacturer of Project Panelboards specified in Division 26.

7. Multi-Outlet Assembly, Surge Suppressing, UL Listed. Comply with ANSI/IEEE C62.41-1980. Provide at least six receptacles. Provide equivalent to:
a. Surgex SX RT series.
b. EFI Electronics Corporation Model 153.
c. MCG Electronics, Inc. Model 296 (subject to UL Listing).

8. Computer Grade Uninterruptible Power System, UL Listed. Provide continuous, nobreak power with sine wave output. Provide Transient Over-Voltage (TOV) Surge Suppression; comply with ANSI/IEEE C62.41-1980, Category A and Category B.

Provide complete isolation from Line. Provide output voltage regulation to ANSI C84.1 for computing equipment. Provide output KVA, switch-mode power supply rated, not less than 150% of connected load indicated. Provide one for each Central Processing Unit, Digital Signal Processor and automated control console. Provide equivalent to:
a. Best Power Technology, Inc. "Micro-Ferrups" Series.
b. Best Power Technology, Inc. "Axxium" Series.

X. Audio Patching and Related:

1. Audio Patching Jack Assemblies; jackfield two times forty-eight (2x48) jacks: Factory pre-wired to insulation displacement connection system, normals brought out to connection system, connection system on backplane of jackfield chassis or a separate unit on cable harness, 2 row by two times forty-eight (2x48) jack array of Bantam Plugs:
a. ADC Pro Patch Mark IV (Bantam).
b. Bittree Audio TT (Bantam).
c. Switchcraft TTP96FA (Bantam).

2. Audio Patching Jack Assemblies; jackfield 48 jacks: Factory pre-wired to insulation displacement connection system, normals brought out to connection system, connection system on backplane of jackfield chassis or a separate unit on cable harness, 2 row by 24 jack array of 1/4" tip-ring-sleeve Longframe pattern jacks:

3. Audio Patching Cords: Manufactured to match mechanically, electrically and materials with audio patching jack assemblies specified herein. Flexible shielded cable, length as required. Provide with non-corroding metal. Provide equivalent to:
a. ADC Pro Patch ¼” Long Frame Patch Cords.
b. ADC Pro Patch Bantam.
c. Bittree ¼” Long Frame Patch Cords.
d. Bittree Audio TT (Bantam) Patch Cords.
e. Provide Quantity:
1) Two foot: Eight for each 2x24 Audio Jackfield.
2) Two foot: Sixteen for each 2x48 Audio Jackfield.

4. Audio Patching Cords, Adapter: Manufactured to match mechanically, electrically and materials with audio patching jack assemblies specified herein. Flexible shielded cable, length six feet. Provide with non-corroding metal 1/4" tip-ring-sleeve longframe pattern plug one end equivalent to Neutrik. Provide opposite end, Circular Audio Connector, Cord, as specified herein. Provide equivalent to:
a. Patch to Male:
1) Audio-Line 310 Series.
2) Pro Co Sound C-PJ/MXB-B-6-P2H.
b. Patch to Female:
1) Audio-Line 310 Series.
2) Pro Co Sound C-PJ/FXB-B-6-P2H.
c. Provide Quantity:
1) Patch to Male: Provide 12.
2) Patch to Female: Provide 12.

5. Patching Cord Holders: Provide adjacent to each jackfield. Provide quantity as required to store patching cords specified herein:
a. Audio Accessories Maxi Holder.
b. Trompeter Electronics Model CH-50.
c. Pomona Electronics 4408.

Y. Video Patching and Related:

1. Video Patching Jack Assemblies; jackfield (2x32) isolated jacks: 75 Ohm digital and analog capable, ( (2x32) jack array, 3GHz bandwidth, SMPTE 259M and 292M compliant:
a. Canare (MD-Series)
b. Bittree (Mini-WECO)
c. ADC (PV-Series)

2. Video Patching Cords: Manufactured to match mechanically and electrically with video patching jack assemblies specified herein. Flexible shielded cable, length as required.

Provide with non-corroding metal. Provide equivalent to:
a. Canare (Mid-size Video Patch Cord)
b. Bittree (Mini-WECO Patch Cord)
c. ADC (ST series Patch Cord)
d. Provide Quantity:
1) Two foot: twelve for each 2x32 Video Jackfield.

1. Data Patching Jack Assemblies; jackfield two times twenty-four (2x24) jacks. Meet or exceed Category 6 requirements described in TIA/EIA-568-C.2-1 as well as the Class E requirements described in ISO/IEC 11801-B.:
a. Leviton eXtreme 6+ Quickport Patch Panel (or equal).

2. Provide patch cords for patch points as required.

AA.Fiber Patching and Related:

1. Fiber Patching Jack Assemblies. Meet or exceed all TIA/EIA-568-C requirements:
a. Leviton Opt-X Ultra Fiber Rack Mount Enclosure (or equal).

2. LC type adapters.

3. Provide patch cords for patch points as required.

2.02 PRODUCTS
A. Major System Components

DEVICE ID DESCRIPTION MANUFACTURER MODEL ACCESSORIES
ALA ASSISTIVE LISTENING ANTENNA LISTEN TECH LA-123
ALR ASSISTIVE LISTENING RECEIVER LISTEN TECH LR-5200-072 ALT ASSISTIVE LISTENING TRANS. LISTEN TECH LT-800-072-01 ANT ANTENNA SHURE UA8

AS REQUIRED

FREQUENCY BAND
BC1 BATTERY CHARGE LISTEN TECH LA-380
BC2 BATTERY CHARGE SHURE SBC200
CIM CONTROL INTERFACE MODULE QSC QIO-GP8x8
CT1 CONTROL QSC AXON C1
DSP1 DIGITAL SIGNAL PROCESSOR QSC CORE 110F v2 AS REQUIRED LICENSES ERK1 EQUIPMENT RACK MIDDLE ATLANTIC MRK-4431

SEE SECTION BELOW

FOR ACCESSORY

REQUIREMENTS
HP HEADPHONE LISTEN TECH LA-402
MPY MEDIA PLAYER DENON DN-350UI
NL NECK LOOP LISTEN TECH LA-430
NWS1 NETWORK SWITCH QSC (NETGEAR) NS26-1440++

PROPER FIBER MODULE

IF REQUIRED
PA1000/8V POWER AMPLIFIER QSC CX-Q 4K8
PA200/8V POWER AMPLIFIER QSC MP-A80V
PA3000/4V POWER AMPLIFIER QSC CX-Q 8K8
PM1 PAGING MICROPHONE TELEX US602FL

AS REQUIRED

MOUNTING BRACKET
PM2 PAGING MICROPHONE SHURE MX412D/C
SB1 SUBWOOFER JBL ASB6115

MOUNTING BRACKETS,

MOUNTS AND

HARDWARE AS

REQUIRED
Docusign Envelope ID: 0FD81AC0-3C77-44B3-937B-28D77B555318 PROJECT SPECIFICATIONS for BIDDING (ADDENDUM 2) 10/25/2024 THE RINK SPORTS PAVILLION PROJECT Integrated Audio-Video Systems and Equipment CITY OF SANTA CLARITA 27 41 16-33
SC1 CEILING SPEAKER JBL Control 24CT

AS REQUIRED BACKCAN

AND ACCESSORIES
SC2 CEILING SPEAKER JBL Control 226C/T

AS REQUIRED BACKCAN

AND ACCESSORIES
SH1 HORN SPEAKER JBL CSS-H15

MOUNTING BRACKETS,

MOUNTS AND

HARDWARE AS

REQUIRED
SP1 SPEAKER JBL AM5212/00

MOUNTING BRACKETS,

MOUNTS AND

HARDWARE AS

REQUIRED
SP2 SPEAKER JBL AM5212/26

MOUNTING BRACKETS,

MOUNTS AND

HARDWARE AS

REQUIRED
TPC1 TOUCH PANEL CONTROL QSC TSC-101-G3
WLM WIRELESS MICROPHONE SHURE ULXD2/SM58
WMAA WIRELESS MIC ANTENNA AMP SHURE UA834
WMR1 WIRELESS MIC RECEIVER SHURE ULXD4D
B. The above list of Major System Components only outlines the major items necessary to allow the system to function as designed. It lists no power supplies, balancing transformers, power splitters, modular cards or other auxiliary components required to achieve a functioning system. Contractor is required to supply all components needed to provide a complete and operable system as outlined in the contract documents. The full set of construction documents are to be used when preparing a bid. This list is not intended to provide a full bill of materials.

C. Patch bays shown on plans and elevations are for placeholder information only. Contractor is to determine the exact amount of patch needed as per single line diagrams.

2.03 FINISHES
A. Any item or component of the Work of this Section which is visible shall comply with the following. Finishes noted or scheduled on the Contract Drawings shall take precedence.

Submit all color samples of all items visible to public for approval.

1. Where finishes are not noted or otherwise defined in the Contract Documents, submit manufacturer's standard finish samples for selection by the Owner.

2. Paint loudspeaker cabinets to match exactly the surrounding and adjacent surfaces.

Submit paint sample to Owner’s representative for approval.

3. Unless otherwise noted, receptacle or device plates subject to connection or operating force shall be stainless steel or hard anodized aluminum. Provide plates which generally match the appearance of project standard receptacle or device plates in view in the same area. For anodized aluminum, submit samples of standard colors for selection by Owner.

4. Operating panels shall be steel, primed, painted with thermosetting epoxy paint, with legends silk-screened in contrasting color, and coated with clear epoxy thermosetting coating; or aluminum, hard anodized, with legends engraved and filled with contrasting color, all coated with clear epoxy thermosetting coating.

5. All steel surfaces shall be treated with primer equivalent to zinc phosphate and finish painted with baked enamel or painted with a thermo setting epoxy paint.

6. All aluminum surfaces, except those used as operating surfaces, shall be anodized and then painted with a thermo setting epoxy paint.

B. Custom Fabricated Plate Screws

1. Match the finish of the screws used to mount the custom fabricated plates with the finish of the custom fabricated plate.

C. Ceiling Loudspeaker Grilles

1. Paint loudspeaker grilles to match exactly the surrounding and adjacent surfaces (when speakers are recessed). Apply paint to permit servicing of loudspeakers without damage to finish of adjacent or adjoining surfaces. Provide uniform appearance. Do not obstruct grille openings with paint. Submit paint sample to Owner’s representative for approval.

D. Equipment or Cover Plates

1. Paint equipment or cover plate to match exactly the surrounding and adjacent surfaces when require by architect.

E. Manufacturer’s logos

1. Remove all manufacturers’ names, logos, or other symbols from speakers or other objects placed in view of the public.

2.04 ALTERNATES AND SUBSTITUTES
A. Substitutions of equal equipment beyond the alternatives listed will be permitted only in accordance with Division 1. If a requested substitution requires a change in any of the contract drawings, a revised drawing must be submitted as part of the substitution request. The Owner’s Representative shall be the final judge of the acceptability of substitutions. The burden of proof of equivalence is the responsibility of the Contractor.

B. Acceptance of a product shall not, in any form or manner, relax the system performance requirements of this Specification and the performance characteristics of the product.

C. The Contractor shall submit for review a complete list of proposed substitutions for approved equipment listed in Part 2.

D. For all substitutions, the Contractor shall provide the manufacturer's independent test data to demonstrate that the proposed alternatives to the approved equipment comply with the specifications. Specifications shall contain at least all information available for the specified product.

E. The Contractor shall submit a description and drawings showing all changes to the Contract Documents that the proposed substitution will require for proper functionality and operation.

F. Proposed substitutions shall not affect dimensions shown on the Contract Document except as submitted for review and approved by the Owner.

G. Any redesign or construction costs required to integrate the proposed substitution shall be the responsibility of the Contractor. Any costs incurred by the Owner, Owner's representatives, Architect, Engineers or Consultants attributable to the integration of a proposed substitution shall be borne by the Contractor.

Docusign Envelope ID: 0FD81AC0-3C77-44B3-937B-28D77B555318 PROJECT SPECIFICATIONS for BIDDING (ADDENDUM 2) 10/25/2024 THE RINK SPORTS PAVILLION PROJECT Integrated Audio-Video Systems and Equipment CITY OF SANTA CLARITA 27 41 16-35
H. Any proposed substitution shall have no adverse effect on other trades, the construction schedule or specified warranty requirements.

I. The functionality, performance, general appearance and quality of the proposed substitution shall be equivalent to or superior to those of the specified item.

J. Any change to the Contract (deductive or additive cost) associated with a proposed substitution shall be submitted to the Owner for review at the time the substitution is proposed and accompanying a substitution request documentation.

K. The Contractor shall provide the same warranty for the substitution that the Contractor would for the specified product.

L. The Contractor shall coordinate the installation of the accepted substitute, making such changes as may be required for the Work to be complete in all respects equal to the designed system before the substitution was made. In the event that the substituted material or equipment fails to meet performance testing standards after installed, the Contractor shall replace substituted material or equipment with those initially specified.

PART 3 - EXECUTION

3.01 GENERAL
A. Perform the Work of this Section in accordance with acknowledged industry and professional standards and practices, and the procedures specified herein.

B. Furnish and install (herein, "provide") all materials, devices, components, and equipment required for complete, operational systems.

C. Contractor is to supervise the installation of back boxes and terminal cabinets installed by the Division 26 Contractor. Contractor is to verify that correct boxes are installed in their proper locations before any drywall has been installed.

3.02 EXAMINATION
A. Immediately report to the Consultant any discrepancies between the specifications and drawings. This includes discrepancies between the technical specification documents and actual field dimensions or findings that may hinder installation work, conflict with other trades, or cause delays.

B. Carefully examine all details that affect all aspects of the systems described in the specifications and drawings.

1. Examine, coordinate and confirm all drawings and details.

2. Examine, coordinate and confirm all electrical power requirements, conduits, raceways, boxes, and etc.

3. Examine, coordinate and confirm work of other trades that may influence the outcome of the design, specification, and performance of the systems.

3.03 PREPERATION
A. This installation section is only meant as a guideline for the Contractor. The Contractor shall be responsible for executing all installation work in a manner that is in accordance to industryaccepted standards or governing codes, whichever is more stringent. Installation activities shall be executed in an organized and orderly manner. These steps include, but are not limited Docusign Envelope ID: 0FD81AC0-3C77-44B3-937B-28D77B555318 PROJECT SPECIFICATIONS for BIDDING (ADDENDUM 2) 10/25/2024 THE RINK SPORTS PAVILLION PROJECT Integrated Audio-Video Systems and Equipment CITY OF SANTA CLARITA 27 41 16-36
to, pre-delivery testing, delivery, unloading, installation, equipment / cable labeling, programming, set-up / calibration / alignment / adjustment, testing, commissioning, training, and documentation.

B. Protect all existing work surfaces, furniture, equipment, fixtures and etc. before commencing installation work. Any damage to the existing physical and electrical property due to installation work shall be the responsibility of the Contractor.

C. Immediately hand over any de-installed equipment to the Owner for safe-keeping if equipment is to be reused.

D. Carefully remove any obstructions such as fixed seating, ceiling tiles, furniture, equipment and etc. that would obstruct or hinder the installation work. Damage caused by undue care in moving these items shall be responsibility of the Contractor.

E. Examine, coordinate, and confirm the cleanliness of the work site before commencing the portion the installation work that involves dust-sensitive electronic or electrical equipment such as audio mixers, switchers, projectors, control processors, computers, cameras, etc.

Dust-sensitive equipment that is installed in a work site with air borne dust and dirt shall be properly protected. For example, a video camera on a wall-mounted bracket is protected by a clean plastic bag to prevent dust from contaminating it. Seal the bag’s opening using adhesive tape.

F. Prior to commencing installation work, ensure that the surrounding areas are clean and promote ease of installation work.

G. Ensure that all equipment rack and equipment locations are clean before commencing installation work.

H. Unless specified otherwise, furnished products / equipment shall be tested, delivered and installed. And, all systems shall be tested and commissioned to fully operational and properly configured condition.

I. All electrical equipment shall be burned-in or tested at the Contractor’s shop before delivery.

This pre-installation test shall reveal any equipment that is faulty, malfunctioning or dead out of the box ahead of time.

J. All radio frequency (RF) operated devices shall be tested on-site prior to installation to determine blind spots, RF interference, or any other transmission / reception problems. The Contractor shall be responsible for costs associated with providing additional support or accessory equipment (antennas, amplifiers, cables, etc.) and / or services to improve signal transmission / reception.

K. Provide all support equipment (ladders, man-lifts, tools, etc.) required to complete the installation work in a safe and expeditious manner.

L. Obtain any plan approvals, permits and licenses required by inspection authorities prior to execution of any installation work. The Contractor shall be responsible for all associated fees and costs incurred while fulfilling this requirement.

M. Ensure that all equipment is accessible for operation and maintenance work. Under no circumstance shall equipment be inaccessible or inconveniently located.

Docusign Envelope ID: 0FD81AC0-3C77-44B3-937B-28D77B555318 PROJECT SPECIFICATIONS for BIDDING (ADDENDUM 2) 10/25/2024 THE RINK SPORTS PAVILLION PROJECT Integrated Audio-Video Systems and Equipment CITY OF SANTA CLARITA 27 41 16-37
N. Aside from the systems’ operational features, provide equal attention to the overall aesthetics of the installed equipment and cabling. Special attention to aesthetics shall be extended to equipment or cabling in public spaces.

O. Firmly secure all fixed equipment and hardware in place and ensure that they are plumb and / or square. An exception to this shall be portable or movable equipment.

P. Structurally mounted equipment: All equipment shall be mounted in accordance to all applicable safety codes, standards and practices. The one that provides for the most stringent rule shall prevail. All mounting hardware shall have a load rating by, at least, a factor of 5 (500% or greater) in reference to the weight of the equipment to be mounted or suspended.

An exception to the rule shall be existing local safety codes or standards requiring greater load capacities.

Q. Seismic restraints: Abide by all the seismic restraint requirements described in all applicable building codes in force at the work site. If no provisions exist for a particular situation, follow these minimal recommendations.

1. Fixed equipment: Mount and brace to the building structure to minimize potential hazards to personnel and damage to property during any kind of seismic event.

2. Floor mounted equipment: Bolt equipment securely to the floor to prevent from toppling during any kind of seismic event

3. Vertical-mounted columns: Apply braces to the vertical column in four opposing directions back to the mounting surface. This will minimize sway in any direction.

Provide a separate, flexible restraint (e.g. aluminum braided aircraft cable) with a capacity of 5 times the weight of the total mounting system. The same applies to the anchor to which the flexible restraint is attached and the method of attachment to the structure.

4. No equipment, equipment supports, or mounts must fail before the structure fails.

5. Seismic restraint measure must not interfere with fire stopping.

6. Notwithstanding compliance with these minimum recommendations, it is the Contractor’s responsibility to ensure that the seismic restraint measures taken are adequate for the circumstances, including, if required, verification by an independent structural engineer. The cost of all such engineering shall be the responsibility of the Contractor.

7. Penetration of the Slab: Verify that any mounting or restraint work that requires deep or thorough penetration of the slab shall not damage embedded materials including, but not limited to, slab tensioning devices or conduit. Verify the slab by X-ray or other method before proceeding. The Contractor shall be responsible for all costs associated with this investigation.

3.04 INSTALLATION
A. Follow manufacturer’s instructions for installing, operating, configuring, and programming their equipment. Do not perform modifications to equipment that would void its warranty.

B. Pull and terminate all cables, and interconnect all equipment and components in accordance with approved drawings. Install audio-visual cover plates and faceplates onto all boxes.

C. Loudspeaker Assembly Installation

1. Loudspeakers:

Docusign Envelope ID: 0FD81AC0-3C77-44B3-937B-28D77B555318 PROJECT SPECIFICATIONS for BIDDING (ADDENDUM 2) 10/25/2024 THE RINK SPORTS PAVILLION PROJECT Integrated Audio-Video Systems and Equipment CITY OF SANTA CLARITA 27 41 16-38
a. Verify proper installation of loudspeaker enclosures and related support. b. Verify that no loudspeaker assembly is subjected to stresses or loading effects in any way contributing to possible extraordinary failure. c. Connect loudspeaker assemblies to the appropriate 70 volt-line transformer tap as applies. Verify specified polarity. Use insulated crimp connectors or insulated "bobtail" splices applied with manufacturer's recommended ratchet tooling. Wago Wall-Nuts 773 Series or equal are acceptable. Wire nuts or "Scotchlock" connectors shall not be acceptable.
d. Verify that loudspeaker grille openings and loudspeaker components are clear of paint after finishing.
e. Perform preliminary loudspeaker tests specified herein. Correct nonconforming conditions. f. Adjust 70 volt-line transformer taps as required to realize uniform sound pressure level as specified herein. Document final 70 volt-line transformer taps on the Record Drawings.
g. Correct all conditions giving rise to noise, rattle or other extraneous sounds owing to operation of a loudspeaker assembly under any specified operating condition.

2. Packaged Loudspeakers:
a. Design, engineer and provide complete, all means of support, suspension, attachment, fastening, bracing, and restraint (hereinafter "support") of packaged loudspeakers. Provide engineering of such support by parties licensed to perform work of this type in the Project jurisdiction. Submit in timely manner.
1) Comply with applicable Code and the requirements of the Authorities having jurisdiction.
2) Provide safety factor greater than six or as required by Code, whichever is greater.
b. Mounting shall:
1) Permit each packaged loudspeaker to be re-oriented at least plus or minus 5o from angles shown on the Contract Drawings for optimum coverage.
2) Maintain precise location and orientation of each packaged loudspeaker component after such adjustment when subject to vibration of loudspeaker components due to operation at full specified system output level, and when subject to normal building motion and Code defined seismic induced building motion.
3) Use rigid metal support members, such as threaded rod with locking nuts.
c. Test each packaged loudspeaker prior to installation at design locations.

Test at least polarity and freedom from buzzes, rattles and objectionable distortion, using procedures specified herein. Correct non-conforming conditions.
d. Do not apply any load to building structure without first obtaining written approval of the Owner. Obtain per Project procedures.

Docusign Envelope ID: 0FD81AC0-3C77-44B3-937B-28D77B555318 PROJECT SPECIFICATIONS for BIDDING (ADDENDUM 2) 10/25/2024 THE RINK SPORTS PAVILLION PROJECT Integrated Audio-Video Systems and Equipment CITY OF SANTA CLARITA 27 41 16-39
e. During Acceptance Testing, adjust orientation of packaged loudspeakers as directed to achieve optimum coverage. Provide workers and ladders as required. Perform such adjustment with no claim for additional cost or time.
f. Do not suspend or orient the loudspeaker cluster prior to verification by the Owner or Owner’s representative, that the intended location is correct with respect to as-built conditions such as the final dimensions of the space.

3.05 LABELING AND IDENTIFICATION
A. All cables and connecting blocks shall be clearly, logically and permanently marked and identified by the following means:

1. Use cable labels similar to the Panduit Polyolefin Self-laminating Labels for inkjet or LaserJet printers or any other means acceptable to the Consultant. Cable labels should be machine printed and not handwritten.

2. Cable labels should be placed approximately 12 cm. from each end of the cable.

3. Labeling conventions shall be clear, logical, and must be acceptable to the Consultant.

4. Include all cable identification numbers on all wiring diagrams and cable schedules.

5. For fiber optic cables, use cable identification products such as the Panduit Label Core series or any other means acceptable to the Consultant.

6. For connector and terminal blocks, label using Wago, Phoenix or any means acceptable to the Consultant.

B. All cover plate, switches, panels, outlets, etc. labeling shall be engraved and filled, or silkscreened or by any other means acceptable to the Consultant. Do not use Dymo, Brother Ptouch, or other similar labeling products.

C. Protective Devices

1. Identification of fuses and circuit breakers shall indicate protected circuitry, rating of protective device and voltage across open circuited protected device.

D. Panels and Receptacles

1. Panel surfaces shall be engraved and filled or silk screened with identification, or shall be provided with 1/16 inch (minimum) thick laminated plastic labels with engraved block characters at least 1/8 inch high fastened to the equipment by stainless steel screws or rivets. Provide white characters on black background unless otherwise noted. Do not use Dymo, Brother Ptouch, or other similar labeling products.

E. All equipment shall be labeled in a clear, logical manner or by any other means acceptable to the Consultant.

1. For equipment identification, use ‘badges’ made of aluminum or plastic or any other acceptable material with engraved and filled, or silk-screened labeling. Stick these badges using industrial-strength doubled-sided 3M adhesive tape. Label schemes should be clear, logical, and simple or by any other means acceptable to the Consultant.

Indicate equipment labeling schemes on all elevation and plan drawings showing the front and / or rear of the equipment racks. The reader should be able to easily reference the label description to specific equipment in the Operation and / or Maintenance Manuals. Do not use Dymo, Brother Ptouch, or other similar labeling products.

3.06 WIRING
A. General

1. This section does not apply if the drawings incorporate a wire schedule.

B. Audio Signal Wiring Classification:

1. Type A-l: Microphone level wiring less than -30 dBu, 20 Hz to 20 kHz.

2. Type A-2: Line level wiring -30 dBu to +24 dBu, 20 Hz to 20 kHz.

3. Type A-3: Loudspeaker level or circuit wiring greater than +24 dBu, from 20 Hz to 20 kHz.

C. Video/Graphics and Related Signal Wiring Classification:

1. Type V-1: Baseband and composite video wiring 1 volt peak-to-peak into 75 ohms, 0 to 100.0 MHz.

2. Type V-2: Synchronization and switching pulse wiring 4 volts peak-to-peak into 75 ohms, 15.62 to 15.75 kHz.

3. Type V-3: Color subcarrier wiring 0 to 4 volts peak-to-peak into 75 ohms, 3.57 to 4.43 MHz.

D. Control Signal Wiring Classifications:

1. Type C-1: DC control wiring 0 to 50 volts.

2. Type C-2: Synchronous control or data wiring 0 to 40 volts, peak-to-peak.

3. Type C-3: AC control wiring 0 to 48 volts, 60 Hz.

E. Additional Wiring Classifications:

1. Type M-1: DC power wiring 0 to 48 volts.

2. Type M-2: AC power wiring greater than 50 volts, 60 Hz.

F. Wiring Combinations: Except as indicated herein, conduit, wire ways and cable bundles shall contain only wiring of a single classification. The following combinations are acceptable in conduit, or cable harnesses. Additional acceptable combinations may be indicated on the Contract Drawings.

1. Types A-1, C-1, and M-1.

2. Types A-2, C-l, C-2, and M-l, runs less than 20 feet.

3. Types A-2, C-1, and M-1.

4. Types A-3, C-1, C-2, and M-1.

5. Types A-2, V-1, and V-3.

6. Types V-1, V-2, V-3, and C-1.

7. Types M-2 and C-3.

3.07 WIRE AND CABLE INSTALLATION
A. Provide permanent identification of run destination at all raceway terminations.

B. All wire and cable shall be continuous and splice-free for the entire length of run between designated connections or terminations.

C. All shielded cables shall be insulated. Do not permit shields to contact conduit, raceway, boxes, panels, connector shell or equipment enclosures.

Docusign Envelope ID: 0FD81AC0-3C77-44B3-937B-28D77B555318 PROJECT SPECIFICATIONS for BIDDING (ADDENDUM 2) 10/25/2024 THE RINK SPORTS PAVILLION PROJECT Integrated Audio-Video Systems and Equipment CITY OF SANTA CLARITA 27 41 16-41
D. Within buildings, make splices only in designated terminal cabinets and/or on designated equipment backboards. Outside buildings, make splices only in designated manholes and/or hand holes. Protect splices outside of buildings with splicing kits equivalent to Scotch-cast Re-enterable. Make splices only with connectors or terminal devices specified herein.

Document all splices on Record Drawings.

E. Verify that all raceway has been de-burred and properly joined, coupled, and terminated prior to installation of cables. Verify that all raceway is clear of foreign matter and substances prior to installation of wire or cable.

F. Inspect all conduit bends to verify proper radius. Comply with Code for minimum permissible radius and maximum permissible deformation.

G. Apply a chemically inert lubricant to all wire and cable prior to pulling in conduit. Do not subject wire and cable to tension greater than that recommended by the manufacturer. Use multi-spool rollers where cable is pulled in place around bends. Do not pull reverse bends.

H. Provide a box loop for all wire and cable routed through junction boxes or distribution panels.

Provide tool formed thermal expansion loops at cable at manholes, handholes and at both sides of all fixed mounted equipment. Cable loops and bends shall not be bent at a radius greater than that recommended by the manufacturer.

I. Secure all wire and cable run vertically for continuous distances greater than 30 feet. Secure robust non-coaxial cables with screw-flange nylon cable ties or similar approved devices appropriate to weight of cable. For all other cables, provide symmetrical conforming nonmetallic bushings or woven cable grips appropriate to weight of cable.

J. All Category type cable, connectors and plugs shall be color coded for easy visual distinction.

Color coded insert type boots shall be installed on all Category type plugs. A colored coded ring will be provided on all chassis connectors (i.e. Neutrik ACRF-#). Cable connecters shall be equipped with Neutrik BSE-# color coded bushings. The Color code shall be as follows if there is no client standard:

1. Data LAN =Yellow

2. HDBaseT =Green

3. Audio Network =Red

4. AV LAN =Orange

5. KVM-USB Extenders =Grey

6. AV UTP =White

7. AV STP =Blue

3.08 CONNECTOR AND SIGNAL POLARITY CONVENTION
A. Maintain consistent absolute signal polarity at all connectors, patch points and connection points accessible in the system. Where applicable, a positive polarity electrical signal shall yield positive acoustic pressure from the loudspeakers.

B. Audio signal connector convention: AES14-1992 (ANSI S4.48-1992) AES standard for professional audio equipment - Application of connectors, Part 1, XLR-type polarity and gender.

Signal Connector Wire
Signal Phase Pin 2 Red or White
Docusign Envelope ID: 0FD81AC0-3C77-44B3-937B-28D77B555318 PROJECT SPECIFICATIONS for BIDDING (ADDENDUM 2) 10/25/2024 THE RINK SPORTS PAVILLION PROJECT Integrated Audio-Video Systems and Equipment CITY OF SANTA CLARITA 27 41 16-42
Signal Anti-Phase Pin 3 Black
Signal Ground Pin 1 Drain Wire
C. Voice/Data Connector Convention: Comply with EIA/TIA-568C.

3.09 WIRING PRATICE
A. Land all non-coaxial field wiring entering each equipment rack at specified terminal devices prior to connection to any equipment or devices within racks. At Contractor's option, such terminals may be located in the equipment racks or at backboards provided. Coordinate such selection with Project construction sequence and test procedures specified herein.

B. Identify all wire and cable clearly with permanent labels wrapped about the full circumference within one inch of each connection. Indicate the number designated on the associated field or shop drawing or run sheet, as applies. Assign wire or cable designations consistently throughout a given system. Each wire or cable shall carry the same labeled designation over its entire run, regardless of intermediate terminations. Provide any of the following:

1. Continuous permanent imprint; equivalent to Clifford of Vermont, Inc. "Quik-Pull".

2. Direct hot stamp.

3. Heat shrinkable factory hot stamped; equivalent to Brady sleeve Heat shrink.

4. Adhesive strip printed labels wrapped the full circumference of the wire and sealed with clear heat shrink tubing; equivalent to Thomas and Betts or Panduit Insta-code with clear heat-shrunk tubing equivalent to Alpha.

C. Apply all crimp connectors only with manufacturer's recommended ratchet type tooling and correct crimp dies for connector and wire size. Plier type crimp tooling shall not be acceptable.

D. Coordinate insulation displacement (quick connect) terminal devices with wire size and type.

Comply with manufacturer's recommendations. Make connections with automatic impact type tooling set to recommended force.

E. Make all connections to screw-type barrier blocks with insulated crimp-type spade lugs. Lugs are not required at captive compression terminal type blocks. Provide permanent designation strips designed for use with the terminal blocks provided. Make neat, intelligible markings with indelible markers equivalent to "Sharpie".

F. Tin terminated shield drain wires and insulate with heat shrinkable tubing.

G. Use only rosin core 60/40 tin/lead solder for all solder connections.

H. Dress, lace or harness all wire and cable to prevent mechanical stress on electrical connections. No wire or cable shall be supported by a connection point. Provide service loops where harnesses of different classes cross, or where hinged panels are to be interconnected.

I. Termination and build out resistors and related circuit correction components shall be visible.

Do not install in connector shells or internally modify equipment. Show locations on Record Drawings.

J. Correct any and all of the following unacceptable wiring conditions:

1. Deformed, brittle or cracked insulation.

2. Insulation shrunken or stripped further than 1/8-inch away from the actual point of connection within a connector, or on a punch block.

3. Cold solder joints.

4. Flux joints.

5. Solder splatter.

6. Non-grommet, non-bushed, or non-insulated wire or cable entries.

7. Deformation or improper radius of wire or cable

3.10 SIGNAL GROUNDING PROCEDURES
A. Comply with National Electrical Code.

B. Unless otherwise noted maintain a unipoint ground scheme.

C. Signal and electrical system grounds shall be isolated except at the Project ground field connection.

D. Equipment enclosures shall not be permitted to touch each other unless bolted together and electrically bonded.

E. Ground and bond equipment racks and similar equipment enclosures containing powered equipment exclusively via the Isolated Ground conductors provided under Division 26.

INSULATE RACK MOUNTING, ANCHORAGE, AND RACEWAY CONNECTIONS.

F. At each rack, provide an Isolated Ground bus within the rack. At each rack, provide a lug bonded to the rack frame with a #8 TW stranded wire to the rack Isolated Ground bus.

G. At each ensemble of racks, provide a single labeled Isolated Ground tubular-clamp bus bar terminal strip to land the individual rack Isolated Ground bus ground conductors. Connect the main Isolated Ground conductor from the Technical Power panel board at this point.

H. Equipment signal ground shall be to the Isolated Ground System via the green wire of the equipment power cord. Where equipment uses two wire power cord, provide #12 green bond wire to rack IG bus bar. At equipment, provide crimp lug and suitable hardware for bonding.

I. Shielded cables of this section shall be grounded exclusively to Isolated Ground by a single path. Shield shall be tied to Isolated Ground at one end only, i.e., at the low potential (receiving) end of run, unless otherwise noted.

J. Unless otherwise noted, at audio jackfields, tie source shield at jackbay frame. Float shields at connections to output jacks. Bus each row of jack frames and run individual #12 green ground wire for each row to rack IG bus bar.

K. Signal Ground provisions shall realize less than 0.15 ohms to the primary ground connection.

3.11 EQUIPMENT ENCLOSURE (RACK) AND EQUIPMENT BACKBOARD FABRICATION A. Combustible material, other than incidental trim of indicated equipment, is prohibited within equipment racks.

B. Within each equipment enclosure, provide a full-height multi-circuit ISOLATED GROUND outlet strip with branch circuit count as shown on drawings; locate on the left side of the equipment enclosure, as viewed from the rear. In each enclosure provide number of receptacles required by present and future equipment indicated on drawings, plus at least two Docusign Envelope ID: 0FD81AC0-3C77-44B3-937B-28D77B555318 PROJECT SPECIFICATIONS for BIDDING (ADDENDUM 2) 10/25/2024 THE RINK SPORTS PAVILLION PROJECT Integrated Audio-Video Systems and Equipment CITY OF SANTA CLARITA 27 41 16-44
spare receptacles. Provide flexible steel raceway and junction box for connection of power service. Bond internal raceway to rack frame.

C. Provide a permanent label on the front of each equipment rack including the rack designation, and the circuit breaker number and associated electrical distribution panel designation servicing same.

D. Maintain separation of wiring classifications as specified herein. Separately dress, route and land microphone and line level cables and related on the right side of the equipment enclosure, as viewed from the rear; dress, route, and land loudspeaker level and control cables on the left side of the equipment enclosure, as viewed from the rear.

E. Access shall not require demounting or de-energizing of equipment. Install access covers, hinged panels, or pull-out drawers to insure complete access to terminals and interior components.

F. Fasten removable covers containing any wired component with a continuous hinge along one side, with associated wiring secured and dressed to provide an adequate service loop. Provide an appropriate stop locks to hold all hinged panels and drawers in a serviceable position.

G. Provide permanent labels for all equipment and devices. Where possible, fasten such labels to the rack frame or to blank or vent panels which will remain in place when active equipment is removed for possible service.

H. At jackfields, provide service loop to permit removal of jackfields from rack sufficient to conveniently access all jack contacts for routine cleaning and maintenance. Organize the service loop and harness such that reasonable reconnection of jacks and jack normals is possible without cutting apart the harness.

I. Coordinate the design and execution of wire harnessing of multi-bay rack ensembles with conditions of delivery to installation locations at Project Site, and with the requirement herein for test of the completely wired system in the shop prior to delivery to the Project Site.

Organize the wiring harnesses such that they will fold within one shippable unit without risk of damage, or provide polarized multipin connectors and related interconnect systems as specified elsewhere herein.

J. At each equipment backboard, provide UL Listed surge suppressing multi-outlet assembly with at least six receptacles.

3.12 ADJUSTING AND TESTING
A. Test Equipment

1. Furnish, store and maintain test equipment at the fabrication shop and the job site for both routine and Acceptance Testing of the Work of this Section. Maintain all test equipment at the job site while work is in progress from installation of equipment racks until Owner Acceptance of this Work; thereafter remove all of this test equipment from the job site. Provide all required test cables, jigs and adapters. Provide at least one of the following items or approved functional equivalents:

2. Audio Systems:
a. Wide Band Oscilloscope (Tektronix THS700 Series).
b. True RMS Analog / Digital Volt-Ohm Multimeter (Fluke 187 Series or equal).

Docusign Envelope ID: 0FD81AC0-3C77-44B3-937B-28D77B555318 PROJECT SPECIFICATIONS for BIDDING (ADDENDUM 2) 10/25/2024 THE RINK SPORTS PAVILLION PROJECT Integrated Audio-Video Systems and Equipment CITY OF SANTA CLARITA 27 41 16-45
c. Low Distortion Audio Frequency Sine Wave Oscillator (Gold Line TS1). d. Measurement Microphones (Earthworks M30, Bruel & Kjaer 4007, Josephson 550).
e. Sound System Optim5ization and Acoustic Measurement Analyzer (Goldline TEF, Meyers SIM, SIA Smaart, WinMLS, EASERA). f. Harmonic Distortion Analyzer (Sound Technology or Tektronix AA 501A) or Swept Spectrum Analyzer, HP 3580A, or Swept Test System, Audio Precision or Neutrik).

3. Communications and Related:
a. Level II, Cat5e Cable Pair Tester (Microtest, HP, Scope, Fluke or Siemons set up to meet Category 5e parameters).
b. Outside Plant Voice Cabling Plant Tester – capable of detecting shorts, opens, reversals, mis-wiring and crosstwists (Siemon STM-8 or equal by Mod-Tap).
c. Metallic cable pair tester (Wavetek Corporation, Instruments Division, model LANTech 100).
d. Tone Test Set.
e. Optical Time Domain Reflectometer (OTDR) for fiber optics. f. Any other items of equipment or materials required to demonstrate conformance with the Contract Documents.

B. System Performance Testing and Adjusting Procedures

1. Upon completion of the installation of all equipment in an area, perform the following tests and record results. Verify safe and proper operation of all components, devices, or equipment, establish nominal signal levels within the systems and verify the absence of extraneous or degrading signals. Make all preliminary adjustments and document the setting of all controls, parameters of all corrective networks, voltages at key system interconnection points, gains and losses, as applicable. Submit test report. Correct all non-conforming conditions prior to requesting Acceptance Review and Testing.

Perform at least the following procedures:

2. Mechanical: Verify:
a. Integrity of all support provisions.
b. Absence of debris of any kind, tools, etc.

3. Power and Isolated Ground: Verify:
a. Isolation of Isolated Ground system from raceway and related ground. b. Grounding of devices and equipment. Integrity of signal and technical power system ground connections.
c. Proper provision of power to devices and equipment.

4. Signal Wiring: Verify:
a. Integrity of all insulation, shield terminations and connections. b. Integrity of soldered connections. Absence of solder splatter, solder bridges.
c. Routing and dressing of wire and cable.
d. Continuity, including conformance with wire designations on running sheets, field and shop drawings.
e. Absence of ground faults.
f. Polarity.

5. Use the proper sequence of energizing systems to minimize the risk of damage.

6. Audio Systems:
a. Electronic Tests; confirm:
1) Gain at 1 kHz.
2) Maximum output.
3) Input clipping level.
4) Frequency response.
5) Total harmonic distortion.
6) Signal-to-Noise ratio.
7) Signal-to-Crosstalk ratio.
b. Electro/Acoustic Tests:
1) Uniformity of coverage.
2) Electronic and acoustic frequency response/one-third octave equalization. Transfer function measurement shall be as close to flat as possible. Measure at ear level. Representative of the Owner will direct final adjustment.
3) Maximum continuous sound pressure level (in the reverberant field). Drive systems with broadband pink noise. Sustain for at least five minutes with no system damage. Measure for "A" and "C" weightings at ear level on loudspeaker axis. Turn off noise. 4) Acoustic signal-to-noise ratio referenced to the specified maximum continuous sound pressure level in the reverberant field. Measure for "A" and "C" weightings at ear level on loudspeaker axis with mechanical systems operating. Present comparison with previous measurement.
5) Acoustic gain before feedback. Locate acoustic source (4-inch loudspeaker/pink noise generator) two feet from system
microphone. Measure at system microphone position and at most distant listener position at ear level. Present comparison.

7. Fiber System:
a. Fiber:
1) Conduct optical loss test.
2) Conduct optical time domain reflectometer test.

8. Diagnostic Monitoring System:
a. Demonstrate complete operation.

9. System Overall:
a. Verify levels.
b. Provide permanent "wedge" type labels on all controls, as applies, to indicate correct settings after systems performance testing and adjustment procedures have been successfully completed.

C. Loudspeaker Assembly Testing and Adjusting Procedures

1. Upon completion of the installation of all loudspeakers in an area, perform the following tests and record results. Correct non-conforming conditions, unless the cause is clearly outside the Work of this Section, in which case submit the apparent cause to the Owner.

2. Loudspeaker Line Impedance: At terminal cabinets at equipment rooms, measure the impedance of each loudspeaker line. Sweep from at least 20 Hz to at least 16 kHz.

3. Loudspeaker Polarity: Test the acoustic polarity of all loudspeakers using an Acoustic Polarity Tester.

4. Freedom From Buzzes, Rattles and Objectionable Distortion: Individually apply to each loudspeaker line a slow sine wave sweep from 50 Hz to 5 kHz at a level of 6 dB below rated power amplifier output voltage. Listen carefully for buzzes, rattles and objectionable distortion.

5. Uniformity of Coverage: Apply broadband Pink Noise. Adjust level to approximately 70-80 dBA at measurement locations. Measure in 4 kHz octave band at ear level. Adjust loudspeaker aiming and 70 Volt loudspeaker taps for uniformity of coverage.

D. Equipment Rack and Equipment Testing and Adjusting Procedures

1. Conduct procedures in fabrication shop. Verify safe and proper operation of all components, devices, or equipment, establish nominal signal levels within the systems and verify the absence of extraneous or degrading signals. Make all preliminary adjustments and document the setting of all controls, parameters of all corrective networks, voltages at key system interconnection points, gains and losses, as applicable.

Submit test report with color photographs of each equipment rack, front and back.

Request and coordinate verification of submitted test data by the representative of the Owner. Correct all non-conforming conditions prior to shipment to Project Site.

Perform at least the following procedures:

2. Preliminary: Verify:
a. Grounding of devices and equipment. Integrity of signal and electrical system ground connections.
b. Proper provision of power to devices and equipment.
c. Integrity of all insulation, shield terminations and connections. d. Integrity of soldered connections. Absence of solder splatter, solder bridges.
e. Absence of debris of any kind, tools, etc.
f. Routing and dressing of wire and cable.
g. All wiring, including polarity and continuity, including conformance with wire designations on running sheets, field and shop drawings. h. Mechanical integrity of all support provisions.

3. Rig temporary power and grounding: Comply with all applicable Codes, regulations and ordinances.

4. Determine the proper sequence of energizing systems to minimize the risk of damage.

Energize. Burn in for at least 120 hours.

E. Telecommunications Cabling Testing

1. Perform telecommunications cabling inspection, verification, and performance tests in accordance with TIA-568-C.1, TIA-568-C.2 and TIA-568-C.3. Perform optical fiber field inspection tests via attenuation measurements on factory reels and provide results along with manufacturer certification for factory reel tests. Remove failed cable reels from project site upon attenuation test failure.

2. Visually inspect UTP and optical fiber jacket materials for UL or third party certification markings. Inspect cabling terminations in telecommunications rooms and at workstations to confirm color code for T568A or T568B pin assignments, and inspect cabling connections to confirm compliance with TIA-568-C.1, TIA-568-C.2 and TIADocusign Envelope ID: 0FD81AC0-3C77-44B3-937B-28D77B555318 PROJECT SPECIFICATIONS for BIDDING (ADDENDUM 2) 10/25/2024 THE RINK SPORTS PAVILLION PROJECT Integrated Audio-Video Systems and Equipment CITY OF SANTA CLARITA 27 41 16-48
568-C.3. Visually confirm Category 6 marking of outlets, cover plates, outlet/connectors, and patch panels.

3. UTP backbone copper cabling shall be tested for DC loop resistance, shorts, opens, intermittent faults, and polarity between conductors, and between conductors and shield, if cable has overall shield. Test operation of shorting bars in connection blocks. Test cables after termination but not cross-connected.

4. For multimode optical fiber, perform optical fiber end-to-end attenuation tests in accordance with TIA-568- C.3 and TIA-526-14-A using Method A, Optical Power Meter and Light Source for multimode optical fiber. For single-mode optical fiber, perform optical fiber end-to-end attenuation tests in accordance with TIA-568- C.3 and TIA-526- 7 using Method A, Optical Power Meter and Light Source]. Perform verification acceptance tests.

5. Perform testing for each outlet as follows:
a. Perform Category 6 link tests in accordance with TIA-568-C.1 and TIA/EIA-568-B.2. Tests shall include wire map, length, insertion loss, NEXT, PSNEXT, ELFEXT, PSELFEXT, return loss, propagation delay, and delay skew.
b. Optical fiber Links. Perform optical fiber end-to-end link tests in accordance with TIA-568-C.3. E. Final Verification Tests c. Perform verification tests for UTP and optical fiber systems after the complete telecommunications cabling and workstation outlet/connectors are installed.

3.13 CLEANING
A. Clean each section or area of where the work was conducted after completion to permit immediate use of the area. Remove and discard all refuse, rubbish, and debris.

B. The Contractor shall ensure that all recyclable and environmentally-hazardous waste materials are disposed properly.

C. Make good all existing structures, surfaces, and utilities affected by cutting, coring, mounting, drilling, or other new work.

D. Clean all furnished equipment of dust, dirt, finger prints, smudge, and other material prior to calling for a Substantial Performance of Work Review or Completion of Work Review.

3.14 PROTECTION
A. During the installation phase and up to the date of achieving Substantial Performance of Work, protect finished or unfinished work against damage or loss. In the event of such damage or loss, immediately replace or repair such work or equipment at no cost to the Owner.

3.15 ACCEPTANCE REVIEW, TESTING PROCEDURES AND COMMISIONING A. Complete all Work of this Section. Submit Test Report. Submit review copies of Operating and Maintenance Manuals, less reduced set of Record Drawings. Notify the Owner in writing that the Work of this Section is complete and fully complies with the Contract Documents.

Request Acceptance Review and Testing by returning Attachment “A” to the Design Consultant. The representative of the Owner will conduct Verification of Submitted Test Data, and otherwise direct testing and adjustment of this Work. These Procedures may be performed at any hour of the day or night as required by the representative of the Owner to Docusign Envelope ID: 0FD81AC0-3C77-44B3-937B-28D77B555318 PROJECT SPECIFICATIONS for BIDDING (ADDENDUM 2) 10/25/2024 THE RINK SPORTS PAVILLION PROJECT Integrated Audio-Video Systems and Equipment CITY OF SANTA CLARITA 27 41 16-49
comply with the Project Schedule and avoid conflict with these procedures from possible ongoing work of other Separate Contracts and/or the Owner's operations. Provide all specified personnel and equipment at any time without claim for additional cost or time.

B. Personnel: Provide services of the designated supervisor and additional technicians familiar with work of this Section. Provide quantity of technicians as required to comply with Project Schedule.

C. In Addition, Provide:

1. Set of hand and power tools appropriate for performance of adjustment of and corrections to this Work.

2. Include spare wire and connectors and specified tooling for application.

3. Ladders, scaffolding and/or lifts as required to access loudspeakers and other high devices.

4. Test equipment to include but not limited to:
a. Dual channel FFT-based audio analyzer
b. Video test generator with color bars, grayscale, alternating pixel, multiburst, crosshatch and % windows. c. InfoComm Projection Shoot-Out DVD
d. Digital Video Essential Professional DVD
e. Category cable tester, cable length, short, open and miswire test.

5. Complete set of latest stamped, actioned submittals of record for reference.

6. Complete set of Shop and Project Site Test Reports.

7. Complete set of manufacturer's original operation, instruction and service manuals for each equipment item for reference.

D. Demonstrate: Complete operation of all systems and equipment, including Portable Equipment.

1. General
a. Configure room for each type of event and demonstrate audio-visual system.
b. Connection of portable equipment. (Laptop, document camera, etc.) c. Demonstrate to the Consultant that all functions and equipment for the system work properly when installed as a complete system. d. The Contractor shall demonstrate the satisfactory operation of all controls and adjustment circuits of the system.
e. Demo room scheduling software where applicable.
f. Room combining and dividing presets.
g. Demonstrate system startup and shut down procedures.

2. Audio
a. Route audio to program speakers.
b. Route audio to monitor speakers.
c. Patch each audio tie line into system.
d. Route audio signal to auxiliary speakers.
e. Connect microphone to each panel input and route through system. f. Demonstrate and document gain structure through the system. g. Demonstrate and document with a dual channel FFT-based audio meter the following:

Docusign Envelope ID: 0FD81AC0-3C77-44B3-937B-28D77B555318 PROJECT SPECIFICATIONS for BIDDING (ADDENDUM 2) 10/25/2024 THE RINK SPORTS PAVILLION PROJECT Integrated Audio-Video Systems and Equipment CITY OF SANTA CLARITA 27 41 16-50
1) Polarity of each driver in each cabinet.
2) Crossover point of high, mid and low section of each loudspeaker.
3) dB SPL levels from 1-4 kHz at various position in the audience area.
4) dB SPL level of high, mid, low and sub frequency bandwidth at crossover.
(a) Audio routed to ceiling speakers.
(b) Audio Conferencing.
(c) Wireless microphones.
(d) Demonstrate that the audio system is properly time
aligned and equalized.
(e) Assistive listening system.
(f) Production intercom system.

3. Control
a. Communication between control system and AV equipment, including feedback if device supports 2-way communication
b. User interface operation.
c. Password protection of user interface.
d. Touch panel features and each page of control.
e. Touch panel help file.
f. Help desk features.
g. All programmed presets.

4. The Contractor 's personnel and test equipment shall be made available to the Consultant in order that:
a. Selected tests and measurements previously made by the Contractor can re-run.
b. Other tests may be made at Consultant's discretion.
c. Additional tests or measurements may be made due to changes in field conditions.

5. It is estimated that the acceptance tests and demonstrations will require approximately two hours, unless construction or installation problems or deviations from the specifications are discovered.

E. Adjust: As directed by the representative of the Owner.

F. Correct: In timely manner, failure to comply with the Contract Documents, as reasonably determined by the representative of the Owner.

G. Acceptance Documentation

1. Official acceptance of the system covered by this specification will occur when the Design-Builder receives the following written documents:
a. A letter from the Consultant to the Architect acknowledging Final Acceptance of the system stating compliance with all articles of the specifications.
b. A letter from the Architect to the Contractor stating that all related work has been completed to his satisfaction. Until these documents are Docusign Envelope ID: 0FD81AC0-3C77-44B3-937B-28D77B555318 PROJECT SPECIFICATIONS for BIDDING (ADDENDUM 2) 10/25/2024 THE RINK SPORTS PAVILLION PROJECT Integrated Audio-Video Systems and Equipment CITY OF SANTA CLARITA 27 41 16-51
received, the installation is not formally complete. The official date of acceptance shall be the date of the letter from the Architect to the Contractor described above.

3.16 CLOSEOUT
A. Punch List: Perform any and all remedial work, at no claim for additional cost or time. Where required, retest and submit Test Report. Notify Owner of completion of Punch List.

B. Portable Equipment: Furnish all portable equipment and spares to the designated representative of the Owner, along with complete documentation of the materials presented.

Where applicable, furnish portable equipment in the original manufacturer's packing.

C. Operating and Maintenance Data: Install framed operating and maintenance instructions.

Submit Manuals.

D. Project Record Documents: Submit.

E. Keys: If applicable, replace construction locks with permanent locks. Transmit keys to Owner.

F. Training: Conduct specified training and submit training manuals.

G. Warranty: Submit Warranty dated to run from date of Acceptance of the Work of this Section.

3.17 OWNER’S RIGHT TO USE EQUIPMENT
A. Acceptance of the Work of this Section will be after completion of corrections and adjustments required by the "Punch List" which results from Acceptance Review and Testing of the completed installation. The Owner reserves the right to use equipment, material and services provided as part of the Work of this Section prior to Acceptance without incurring any obligation to Accept any equipment or completed systems until all Punch List work is complete and all systems comply with the Contract Documents; or accept any claim for additional cost or time.

NOTICE OF COMPLETION
&

REQUEST FOR FINAL INSPECTION
We hereby give notice that the work associated with the Audio-Visual system, at the project named below, is completed and fully complies with the contract documents issued to the Contractor. The required submittals below have been marked as completed.  Programming  Training Manual
 Test Reports  Training
 Operation Manual  Warranty Certificates
 Maintenance Manual  Record Drawings
We request commissioning and verification testing be scheduled with the Owner’s Representative for final system sign off. Attached is a list of test equipment for review and acceptance.

PROJECT INFORMATION

CONTRACTOR INFORMATION
Note to Contractor: Provide all test equipment for final inspection as described in the specification.

Please complete and fax or email this form to Veneklasen Associates attention AV Department Fax (310) 396-3424 Email [email protected]

END OF SECTION
Project Name: Project Phase:

Project Address:

Name: Company:

Address:

Signature: Date:

Docusign Envelope ID: 0FD81AC0-3C77-44B3-937B-28D77B555318

ANIL VERMA ASSOCIATES, INC.

ADDENDUM 3 NARRATIVE (Delta a) 10/25/2024

THE RINK SPORTS PAVILION PROJECT
CITY OF SANTA CLARITA P-3034A Page 1 of 3
ADDENDUM 3 (Delta A)
PROJECT NAME: THE RINK SPORTS
PAVILION DATE: 10/25/2024
PROJECT #: P3034 TO: Araz Valijan, Ross Pistone,
Jackie Lillio, Project Design Team
PROJECT MANAGER: Jim Keenan, AVA
Description:

The following revisions and clarifications to the Contract Documents (plans and specifications) shall become a part of the Contract Documents. All bidders/contractors are required to incorporate all necessary changes, additions, or deductions into their proposals. The plan revisions are clouded with Delta A. Specification revisions are shown with track changes and updated footer and header.

GENERAL

1. SHEET G101 Index Sheet: Clouded Addendum sheets. Added addition reference sheets.

2. SHEET AG-101 Site Plan: Revised fire lane paving to preserve existing concrete paving and reduce paver disturbance.

3. SHEET AG-202 Ground Level Exiting Plan: Clarified fire rated walls for Fire Department.

4. SHEET AG-203 Occupancy Table: Updated per Fire Department comments.

5. SHEET AG-602 Interior Material Finishes: Clarified finish #2 for Faux Wood Beam.

ARCHITECTURAL

6. SHEET A-110 GL Floor Plan: Added dimensions. Added Metal Stud legend. Added notes.

7. SHEET A-120 ML Floor Plan: Added dimensions, callouts, and descriptions. Added Metal Stud legend.

Clarified curved walls.

8. SHEET A-140 Roof Plan: Added walking pads on roof and called out plumbing penetrations.

9. SHEET A-150 GFL RC Plan: Added dimensions, callouts, and descriptions. Adjusted Light locations. Show emergency lights to match electrical dwgs. Clarified ceiling type.

10. SHEET A-160 ML RC Plan: Added dimensions. Adjusted Light locations. Show emergency lights.

11. SHEET A-201 Building Elevations: Added dimensions, callouts, and descriptions.

12. SHEET A-202 Building Elevations: Added dimensions, callouts, and descriptions.

13. SHEET A-401 Wall Sections: Updated details and Notes

14. SHEET A-402 Wall Sections: Updated details and Notes

15. SHEET A-403 Wall Sections: Updated Notes

16. SHEET A-404 Wall Sections: Updated details and Notes

17. SHEET A-411 Plan, RCP, Elev., Women’s Restroom: Updated details and Notes

18. SHEET A-412 Plan, RCP, Elev., Men’s Restroom: Updated Notes

19. SHEET A-421 Plan, RCP, Concessions: Updated callout descriptions. Adjust light locations.

20. SHEET A-422 Elevations, Concessions: Updated callout descriptions.

21. SHEET A-431 Stairs Enlarged Plans and Sections: Updated callouts and dimensions.

22. SHEET A-504 Partial Ceiling Plan and Sections: Updated details and Notes

23. SHEET A-505A Misc Ceiling Details: Updated details and Notes. Clarified speaker attachments.

24. SHEET A-505B Ceiling Details: Updated details and Notes.

25. SHEET A-431 Stairs Enlarged Plans and Sections: Updated callouts and dimensions.

26. SHEET A-506 Door Details: Updated fire rating callouts.

27. SHEET A-508 Window Type and Frame Details: Updated details and Notes.

28. SHEET A-510 Exterior Wall Details: Updated details and Notes.

29. SHEET A-511 Exterior and Interior Wall Details: Updated details dimensions.

30. SHEET A-512 Exterior and Interior Wall Details: Updated details and Notes.

31. SHEET A-516 Stair and Ladder Details: Updated details and Notes.

32. SHEET A-517 Screen Wall, Gutter, and Parapet Details: Updated details to show drip mold

33. SHEET A-518 Counter Details: Updated details and Notes. (;+,%,7$
Docusign Envelope ID: 1AB85B74-93EB-43CE-A870-5FCD00943784 ANIL VERMA ASSOCIATES, INC.

ADDENDUM 3 NARRATIVE (Delta a) 10/25/2024

THE RINK SPORTS PAVILION PROJECT
CITY OF SANTA CLARITA P-3034A Page 2 of 3

34. SHEET A-520 GFRC Column Details: Updated details and Notes.

35. SHEET A-521 GFRC Column Details: Updated details dimensions.

36. SHEET A-522 GFRC Column Details: Updated details and Notes.

37. SHEET A-611 Window Types and Schedule: Updated Notes.

38. SHEET A-621 Room Finish & Toilet Accessory Schedule: Updated Notes and Ceiling / base finishes.

39. SHEET A-641 Wall Partition Types: Updated Callouts

40. SHEET A-642 Wall Partition Types: Updated Callouts

STRUCTURAL

41. SHEET S202 Mezzanine Framing Plan: Updated callout descriptions to match architectural drawings for canopies

42. SHEET S704 Roof Framing Details: Revised detail #8.

LANDSCAPE

43. SHEET L-301 Const Plan: Revised fire lane paving to preserve existing concrete paving and reduce paver disturbance. Added uplight locations for reference. Adjusted drain location per new field survey.

44. SHEET L-401 Const Enlargement Plan: Added bollard replacement at fire hydrant and restoration.

45. SHEET L-700 Irrigation Legend: updated number of bubblers per tree.

46. SHEET L-800 Planting Legend: updated plant quantities. Added allowance for LID Planting. Updated spacing. Added Turf Species.

47. SHEET L801 Planting Plan: Adjusted planting at uplights. Updated to show planting restoration at fire lane.

Added note to replace soil at areas proposed for planting that was previously paved.

CIVIL

48. SHEET C-300 General Notes: Add notes 32 regarding haul off-site excess spoils. Add notes 33 through 36 regarding temporary water service, Phase I and survey references, and parking lot treatment.

49. SHEET C-301 Utility Plan: Revised fire lane paving to preserve existing concrete paving and reduce paver disturbance. Adjusted drain location per new field survey.

50. SHEET C-304 Grading Plans: Revised fire lane paving to preserve existing concrete paving and reduce paver disturbance.

51. SHEET C-308 Parking Lot Plan: Added notes and temporary construction elements.

ELECTRICAL

52. SHEET E-001 General Notes: Added door opener symbol to legend.

53. SHEET E-004 RC Plan and Daylight Control: Adjusted light locations. Omitted select ceiling lights per lighting designer direction.

54. SHEET E-005 GL Lighting Layout: Revised lighting at locker area. Added step light.

55. SHEET E-100 GL Power Plan: Added power for door openers, monitors, and miscellaneous items.

56. SHEET E-101 Enlarged Electrical Room: Revised Communication Plan.

57. SHEET E-110 ML Power Plan: Added power for gas water heater

58. SHEET E-120 GL Lighting Plan: Adjusted Light Fixture locations.

59. SHEET E-140 Ceiling Level Lighting Plan: Omitted select Ceiling Light Fixture locations.

60. SHEET E-150 GL Communication and Security Plan: Added cable.

61. SHEET E-151 ML Communication and Security Plan: Added gas water heater

62. SHEET E-200 Lighting Control Wiring Diagram: Update Wiring numbering

63. SHEET E-300 Panel Board Schedule: Update Panel LC Schedule

64. SHEET E-401 Miscellaneous Details: Omit key note legend

65. SHEET E-404 Miscellaneous Details: Updated Card Reader Riser Diagram.

PHASE I REFERENCE SHEETS

66. PHASE I GRADING EXHIBIT (For Reference Only): New Survey of certified PAD for reference.

67. PHASE I SHEET C-102 Construction Site Fence Plan (For Reference Only): Added note regarding fencing.

68. PHASE I SHEET C-303 Finish Pad / Grading Plan (For Reference Only): Added location of Phase I soil excavation to help minimize Phase II Export.

69. PHASE I SHEET C-304 Cross Sections (For Reference Only): Added Note.

Docusign Envelope ID: 1AB85B74-93EB-43CE-A870-5FCD00943784 ANIL VERMA ASSOCIATES, INC.

ADDENDUM 3 NARRATIVE (Delta a) 10/25/2024

THE RINK SPORTS PAVILION PROJECT
CITY OF SANTA CLARITA P-3034A Page 3 of 3

SPECIFICATIONS

1. SECTION 00 11 13-1 Advert. For Bids: Updated references

2. SECTION 00 01 10-6 TOC: Added 11 52 23 motorized Lift section

3. SECTION 00 01 16-1 Notice Inviting Bids: Clarified Phase I scope

4. SECTION 00 01 16-2 Notice Inviting Bids: Revised duration and references

5. SECTION 00 01 16-3 Notice Inviting Bids: Updated non-substitutable list and added references.

6. SECTION 00 01 16-4 Notice Inviting Bids: Omitted signature block

7. SECTION 00 21 13-1, 6, 7, & 8 Instructions to Bidders: Updated references, revised signature requirement

8. SECTION 00 41 13-2 Bid Forms: Omitted Alternative 1.

9. SECTION 00 43 36-1 Subcontractor Listing: Omitted Note 1 regarding deadline.

10. SECTION 00 45 13-1 Advert. For Bids: Updated experience references.

11. SECTION 00 45 19-1 Non-Collusion Declaration: Updated footer description

12. SECTION 00 51 00-1 & 2 Notice of Awards: Updated delivery method. Updated durations.

13. SECTION 00 52 00-1 Agreement: Updated to reference City Council.

14. SECTION 00 52 00-2 Agreement: Updated work duration and start date.

15. SECTION 00 52 00-3 Agreement: Added note 2.02C.

16. SECTION 00 52 00-4 Agreement: Omitted note 3.2A.

17. SECTION 00 52 00-7 Agreement: Revised note 7.06.

18. SECTION 00 61 13.13-1 CP Bond: Revised Address

19. SECTION 00 72 00-19 & 20 General Conditions: Revise formatting

20. SECTION 00 73 16-5 Supplemental Conditions: Updated liability insurance

21. SECTION 00 73 16-6 Supplemental Conditions: Updated note 17.04.B.4.

22. Added updated Insurance Requirements for Capital Projects.

23. SECTION 01 11 00-6 Summary of Work: Add Note 2.02

24. SECTION 01 74 19-4 Const and Demo Waste Management: Omit 1.04.I regarding LEED requirement.

25. SECTION 05 41 00 Cold Formed Metal Framing: Updated entire section

26. SECTION 06 73 00 Composite Wood: Updated 1.01 to change from Decking to Wood.

27. SECTION 07 71 00-2 Roof Specialties: Revised 2.02.A.1 regarding safety railing

28. SECTION 09 30 13-6 Tiling: Updated note 2.03.C.4.

29. SECTION 09 77 00-4 FR Wall Panels: Updated note 2.02.D.1 & 2.

30. SECTION 09 77 13-5 FRP: Updated note 2.01.B.4 & 6.

31. SECTION 10 21 16-2 Solid Plastic Toilet Compartments: Updated note 2.02.A.4.

32. SECTION 10 28 13-2 Toilet and Janitor Accessories: Updated note 2.03.A.

33. SECTION 11 52 23 Motorized Lift: New Section Added.

34. SECTION 27 41 16 Integrated AV Systems and Equipment: Revised 1.01.B.4 & 5 regarding design requirements.

35. SECTION 32 80 00 Planting Irrigation: Omitted LEED Reference.

36. SECTION 32 90 00 Planting: Added Hydroseed Requirements END OF ADDENDUM 3 NARRATIVE
Docusign Envelope ID: 1AB85B74-93EB-43CE-A870-5FCD00943784 REV. 01
PROJECT SPECIFICATIONS for BIDDING (ADDENDUM 3) 07/1110/25/2024

THE RINK SPORTS PAVILION PROJECT ADVERTISEMENT FOR BIDS CITY OF SANTA CLARITA P-3034A 00 11 13-1
DOCUMENT 00 11 13

ADVERTISEMENT FOR BIDS

INVITATION TO BID
Bid. No. CIP-24-25-P3034A
The Rink Sports Pavilion, Phase II – Construction
City Project No. P3034A
Prepared For:

CITY OF SANTA CLARITA
C.I.P. Division
23920 Valencia Boulevard
Santa Clarita, CA 91355
Bids shall be submitted electronically through BidNet Direct to the City of Santa Clarita (CITY) at:
www.bidnetdirect.com//cityofsantaclarita
All information requested therein must be clearly and legibly set forth in the manner and form indicated.

The CITY will not consider any bids not meeting these requirements.

BID CLOSING DATE: Thursday November , 2024 by 11:00 AM Notice is hereby given that the City of Santa Clarita will receive bids from qualified bidders for the construction of The Rink Sports Pavilion Project at 20860 Centre Pointe Parkway, Santa Clarita, CA 91350. This project consists of constructing a Sports Complex Building, Site Improvements, Hardscape, Landscaping, and Utility Extensions.

Only Bidders meeting the minimum pre-qualification as provided in Section 00 45 13 and 00 45 13 Attachment A (Statement of Qualifications Questionnaire) will be permitted to bid—bids from anyone else will not be considered.

Docusign Envelope ID: 1AB85B74-93EB-43CE-A870-5FCD00943784 REV. 01
PROJECT SPECIFICATIONS for BIDDING (Addendum 3)
05/2010/25/2024

THE RINK SPORTS PAVILION PROJECT TABLE OF CONTENTS
CITY OF SANTA CLARITA P-3034A 00 01 10-6
10 44 13 Fire Extinguisher and Cabinets .............................................................................................. 04 DIVISION 11 – EQUIPMENT
11 40 00 Food Service Equipment....................................................................................................37 11 52 23 Motorized Lift ..............................................................................................................04 11 66 23 Basketball Equipment ........................................................................................................09 DIVISION 12 – FURNISHINGS
12 36 61 Quartz Countertops ............................................................................................................07 12 93 00 Furnishings ..............................................................................................................03 DIVISION 13 – SPECIAL CONSTRUCTION
13 47 13 Corrosion Monitoring / Cathodic Protection .....................................................................10 DIVISION 21 – FIRE-SUPPRESSION
21 13 13 Fire-Suppression Sprinkler System........................................................................................ 16 DIVISION 22 – PLUMBING
22 05 13 Basic Plumbing Materials and Methods ................................................................................ 21 22 05 53 Plumbing Identification.......................................................................................................... 03 22 07 00 Plumbing Insulation................................................................................................................ 06 22 10 00 Plumbing Piping and Fixtures ............................................................................................... 21 DIVISION 23 - HEATING, VENTILATING, AND AIR CONDITIONING 23 05 00 Common Work Results HVAC ............................................................................................ 08 23 05 93 Testing, Adjusting, and Balancing for HVAC ..................................................................... 12 23 07 00 HVAC Insulation .................................................................................................................. 09 23 08 00 HVAC Systems Commissioning ........................................................................................... 07 23 09 00 HVAC Controls .................................................................................................................. 13 23 30 00 HVAC Air Distribution.......................................................................................................... 14 23 80 00 HVAC (Heating, Ventilating and Air Conditioning) Equipment ......................................... 10 DIVISION 26 - ELECTRICAL
26 05 00 Common Work Results for Electrical.................................................................................... 06 26 05 13 Basic Electrical Materials and Methods ................................................................................ 11 26 05 19 Low-Voltage Wires (600 Volt AC) ....................................................................................... 07 26 05 26 Grounding and Bonding......................................................................................................... 05 26 05 33 Raceways and Boxes Fitting and Supports............................................................................ 08 26 05 86 Motors and Drives .................................................................................................................. 04 26 08 00 Electrical Systems Commissioning........................................................................................ 07 26 09 23 Lighting Control System ........................................................................................................ 09 26 24 16 Panelboards .................................................................................................................. 05 26 26 00 Switchboards .................................................................................................................. 04 Docusign Envelope ID: 1AB85B74-93EB-43CE-A870-5FCD00943784 REV. 10
PROJECT SPECIFICATIONS for BIDDING (ADDENDUM 3) 1007/2511/2024

THE RINK SPORTS PAVILION PROJECT NOTICE INVITING BIDS
CITY OF SANTA CLARITA P-3034A 00 11 16-1
DOCUMENT 00 11 16

NOTICE INVITING BIDS
ARTICLE 1 INVITATION TO BID

1.01 NOTICE INVITING BIDS:

Specifications for this bid may be downloaded from the City’s Purchasing website at:
www.bidnetdirect.com//cityofsantalcarita Please refer to specifications for complete details and bid requirements. The specifications in this notice shall be considered a part of any contract made pursuant thereto. A paper copy of the bid documents is available upon request in the City Clerk’s Office, Suite 120, a City fee will apply.

CITY OF SANTA CLARITA

THE RINK SPORTS PAVILION
PROJECT NUMBER P3034A
BID NUMBER: CIP-24-25-P3034A

PHASE II CONSTRUCTION
20860 CENTRE POINTE PARKWAY, SANTA CLARITA, CA 91350
Description: The Rink Sports Pavilion project will be constructed on approximately one acre of land located at The City of Santa Clarita Sports Complex, 20860 Centre Pointe Parkway in the City of Santa Clarita, California. The project has been divided into the following phases and is scheduled to be placed in service during the first quarter of 2026 PHASE I Grading and Utility Adjustments Awarded Construction In Progress
PHASE II Building & Onsite Construction Currently Out to Bid PHASE I / Not Part of the Phase II Bid:

The following work will be completed with Phase I and is not part of this bid. Improvements will include,: demo, installation of security fencing at the project site and staging area, rough grading, fine grading, utility adjustments, potholing, installation of temporary power system, and grading certification.

PHASE II / Construction
The following key activities are included in Phase II / Utility extensions, foundation excavations, foundations, Building Construction, Fire Protection Engineering and approval, Specialty Show Lighting, Audio Visual Systems, FF&E (furnishings, fixtures and equipment), Utility Connections, Hardscape, Parking Lot Improvements, Landscape, warranty work, and Certificate of Occupancy.

BID POSTING DATE: Thursday September 26, 2024
Docusign Envelope ID: 1AB85B74-93EB-43CE-A870-5FCD00943784 REV. 10
PROJECT SPECIFICATIONS for BIDDING (ADDENDUM 3) 1007/2511/2024

THE RINK SPORTS PAVILION PROJECT NOTICE INVITING BIDS
CITY OF SANTA CLARITA P-3034A 00 11 16-2
BID CLOSING DATE: Thursday November , 2024 by 11:00 AM

1.02 PROJECT EXECUTION:

A. Procurement of Bidding Documents: Specifications for this bid may be downloaded from the City’s Purchasing website at www.bidnetdirect.com//cityofsantaclarita Please refer to specifications for complete details and bid requirements. The specifications in this notice shall be considered a part of any contract made pursuant thereto. A paper copy of the bid documents is available upon request in the City Clerk’s Office, Suite 120, a City fee will apply.

B. Instructions: Bidders shall refer to Document 00 2113 (Instructions to Bidders) for required documents and items to be submitted as set forth in Paragraph 1.2 above.

C. Pre-Bid Site Visit and Meeting: Owner will conduct a Non-Mandatory Pre-Bid Meeting at 20860 Centre Pointe Parkway, Santa Clarita, CA 91350 on Thursday October 3, 2024 starting at 10:00 am and ending at noon. The Pre-Bid Meeting and Site Visit will last approximately two (2) hours. All prospective prime contractors are invited to attend the meeting.

D. Bid Preparation Cost: Bidders are solely responsible for the cost of preparing their Bids.

E. Reservation of Rights: Owner specifically reserves the right, in its sole discretion, to reject any or all Bids, to re-bid, or to waive inconsequential defects in bidding not involving time, price or quality of the work. Owner may reject any and all Bids and waive any minor irregularities in the Bids.

F. Completion of Work: All work shall be completed within Three Hundred Fourteen (314) Working Four Hundred Sixty-Three (463) calendar days form the issuance of the Notice to Proceed.

G. Qualified Bidders Only: Owner will receive bids only from Bidders who have completed and meet the minimum requirements in Documents 00 45 13 and 00 45 13A, Statement of Qualifications Questionnaire.

1.03 LEGAL REQUIREMENTS
a. Required Contractor’s License(s): A California class B contractor’s license is required to bid this contract. Joint ventures must secure a joint venture license prior to award of this Contract. Specialty work may require a specialty contractor’s license held by Bidder or a listed subcontractor.
b. Required Contractor and Subcontractor Registration
i. Owner shall accept Bids only from Bidders that (along with all Subcontractors listed in Document 00 43 36, (Subcontractor Listing) are currently registered and qualified to perform public work pursuant to Labor Code Section 1725.5. ii. Subject to Labor Code Sections 1771.1(c) and (d), any Bid not complying with paragraphs f and g below, shall be returned and not considered; provided that if Bidder is a joint venture (Business & Professions Code Section 7029.1) or if federal funds are involved in the Contract (Labor Code Section 1771.1(a)), Owner may accept a non-complying Bid provided that Bidder and all listed Subcontractors are registered at the time of Contract award. c. Bid Alternates:

Docusign Envelope ID: 1AB85B74-93EB-43CE-A870-5FCD00943784 REV. 10
PROJECT SPECIFICATIONS for BIDDING (ADDENDUM 3) 1007/2511/2024

THE RINK SPORTS PAVILION PROJECT NOTICE INVITING BIDS
CITY OF SANTA CLARITA P-3034A 00 11 16-3
i. Bid alternates are identified as follows:

1. Alternate 1: Purchase of a Scissor Lift prior to obtaining the Certificate of Occupancy (see specifications in section 00 -01 10 / Exhibit L) ii. The determination of lowest bid shall be based upon the base bid only:

1. Bidders meeting the minimum requirements in Document 00 45 13 and 00-45 13A (Statement of Qualifications Questionnaire)
d. Non-Substitutable Materials, Products, Things, or Services i. Non-substitutable items are identified as follows:

1. Non-substitutable item 1: Specialty “Show” Lighting Systems and Controls.

1. (Supplier: Astro Audio Video Lighting, (818) 549-9915 Att:

Cypher)

2. Non-substitutable item 2: Items listed on Plumbing Schedule that are listed within the City’s Standard Plumbing Fixtures.(Fixtures. (Per Sht.

P-002)

3. Non-substitutable item 3: City Standard Drinking Fountain (Elkay).

3.4. Non-substitutable item 4: Irrigation Products (Per Sht. L-700)..

4.5. Non-substitutable item 5: Interior and Site Furnishings. (Mirror, Benches, Exterior Trash receptacle).

6. Non-substitutable item 6: Intrusion Protection System

7. Non-substitutable item 7: DJ Sound Equipment

8. Non-substitutable item 8: Audio-Visual Equipment: No substitutions allowed during the bidding process. Once the project has been awarded, equivalent substitution items may be submitted for approval.

5.9. Non-substitutable item 9: Security Camera Systems
ii. Owner has made a finding that the material(s), product(s), thing(s), or service(s) identified above by specific brand or trade name are required for use in the Project and may not be substituted for “or equal” items, for the following purpose(s):

1. In order to match other products in use on a particular Owner project either completed or in the course of completion.

2. In order to obtain a necessary item that is only available from one source. e. Substitution of Securities: Owner will permit the successful bidder to substitute securities for any retention monies withheld to ensure performance of the contract, as set forth in Document 00 6290 Escrow Agreement for Security Deposits in Lieu of Retention and incorporated herein in full by this reference, in accordance with Public Contract Code Section 22300.
f. Prevailing Wage Laws: The successful Bidder must comply with all prevailing wage laws applicable to the Project, and related requirements contained in the Contract Documents. Copies of the general prevailing rates of per diem wages for each craft, classification, or type of worker needed to execute the Contract, as determined by Director of the State of California Department of Industrial Relations, are on file at the Owner’s Field Construction Office, may be obtained from the California Department Docusign Envelope ID: 1AB85B74-93EB-43CE-A870-5FCD00943784 REV. 10
PROJECT SPECIFICATIONS for BIDDING (ADDENDUM 3) 1007/2511/2024

THE RINK SPORTS PAVILION PROJECT NOTICE INVITING BIDS
CITY OF SANTA CLARITA P-3034A 00 11 16-4
of Industrial Relations website and are deemed included in the Bidding Documents.

Upon request, Owner will make available copies to any interested party. Also, the successful Bidder shall post the applicable prevailing wage rates at the Site. g. Prevailing Wage Monitoring: This Project is subject to prevailing wage compliance monitoring and enforcement by the Department of Industrial Relations. The City will procure a 3rd Party Consultant to provide prevailing wage compliance monitoring and audit service.

Dated: _____________________________ _________________________________________ [NAME]
[TITLE]
CITY of SANTA CLARITA_________________

END OF DOCUMENT
Docusign Envelope ID: 1AB85B74-93EB-43CE-A870-5FCD00943784 REV. 10
PROJECT SPECIFICATIONS for BIDDING (Addendum 3) 09/2310/25/2024

THE RINK SPORTS PAVILION PROJECT INSTRUCTIONS TO BIDDERS CITY OF SANTA CLARITA P-3034A 00 21 13-6
Reservation of Rights
A. Owner reserves the right to:

1. Reject any or all nonconforming, non-responsive or conditional Bids, and

2. Reject the Bid of any Bidder as non-responsive as a result of any error or omission in the Bid, and

3. Reject the Bid of any Bidder if Owner believes that it would not be in the best interest of Project to make an award to that Bidder, whether because the Bid is not responsive, the Bidder is unqualified or of doubtful financial ability, or fails to meet any other pertinent standard or criteria established by Owner.

4. Reject any Bid that fails to meet the minimum requirements as outlined in Document 00 45 13 (Statement of Qualification for Construction Work) and 00 45 13A (Statement of Qualifications Questionnaire)
B. Owner may retain Bid securities and Bid bonds of other than the Apparent Low Bidder for a period of [120 Days] after award or full execution of the Contract, whichever first occurs.

C. Owner may waive any informalities or minor irregularities in the Bids.

D. Owner also reserves the right, in its discretion, to reject any or all Bids and to re-bid the Project.

Required Contractor and Subcontractor Registration
A. Owner shall accept Bids only from Bidders that (along with all Subcontractors listed in Document 00 43 1436, Subcontractors List) are currently registered and qualified to perform public work pursuant to Labor Code Section 1725.5.

B. Subject to Labor Code Sections 1771.1(c) and (d), any Bid not complying with paragraph

3.04.A, above, shall be returned and not considered; provided that if Bidder is a joint venture (Business & Professions Code Section 7029.1) or if federal funds are involved in the Contract (Labor Code Section 1771.1(a)), Owner may accept a non-complying Bid provided that Bidder and all listed Subcontractors are registered at the time of Contract award.

MANDATORY BID PROTEST PROCEDURES
Submission of Written Bid Protest
A. Any Bid protest in connection with the construction contract or work described in general in Document 00 11 16 (Notice Inviting Bids) must be submitted in writing to the City’s Authorized Representative, located at 23920 Valencia Boulevard, Suite 120, Santa Clarita, CA 91355 before 3:30 p.m. of the fifth Business Day following the posting of Document 00 5050 (Notice of Intent to Award for Construction). Owner will use reasonable efforts to deliver by facsimile or email a copy of Document 00 5050 to all Bidders who submitted Bids no later than the Business Day after issuance, although any delay or failure to do so will not extend the Bid protest deadline described herein.

B. The initial protest document must contain a detailed description of the legal and/or factual grounds for the protest and all supporting documentation. For protests containing elements Docusign Envelope ID: 1AB85B74-93EB-43CE-A870-5FCD00943784 REV. 10
PROJECT SPECIFICATIONS for BIDDING (Addendum 3) 09/2310/25/2024

THE RINK SPORTS PAVILION PROJECT INSTRUCTIONS TO BIDDERS CITY OF SANTA CLARITA P-3034A 00 21 13-7
not based on publicly released information, the protest must contain documentation clearly showing the date on which the protestor received the information.

C. The protest must refer to the specific portion of the document that forms the basis for the protest.

D. The protest must include the name, address, and telephone number of the person representing the protesting party.

E. The protest must include the signature of the protester or authorized representative of the protester.

F. The protest must contain the solicitation number and title under which the protest is submitted.

G. The protest must state the form of relief requested.

H. Only Bidders who the Owner otherwise determines are responsive and responsible are eligible to protest a Bid; protests from any other Bidder will not be considered. In order to determine whether a protesting Bidder is responsive and responsible, Owner may evaluate all information contained in any protesting Bidder’s Bid, and conduct the same investigation and evaluation as Owner is entitled to take regarding an Apparent Low Bidder.

I. The party filing the protest must concurrently transmit a copy of the initial protest document and any attached documentation to all other parties with a direct financial interest that may be adversely affected by the outcome of the protest. Such parties shall include all other Bidders who appear to have a reasonable prospect of receiving an award depending upon the outcome of the protest.

Exclusive Remedy
A. The procedure and time limits set forth in this Article 4 are mandatory and are Bidder’s sole and exclusive remedy in the event of Bid protest. Bidder’s failure to comply with these procedures shall constitute a waiver of any right to further pursue the Bid protest, including filing a Government Code Claim or other legal proceedings. A Bidder may not rely on a protest submitted by another Bidder, but must timely pursue its own protest.

AWARD AND EXECUTION OF CONTRACT
Notice of Award and Submittal of Executed Contract Documents A. If Contract is to be awarded, it will be awarded to the lowest responsible responsive Bidder.

Owner will issue Document 00 5100 Notice of Award. Such Award, if made, will be made within ninety (90) days after the opening of the Bid Proposals.

B. Successful Bidder must execute and submit to Owner the “Required Contract Documents and Proof of Insurance” set forth below, by 5:00 p.m. of the [210th] Day following the Notice of Award.

Required Contract Documents, Bonds and Proof of Insurance A. Document 00 52 00 (Agreement), fully executed by successful Bidder via DocuSign.. Submit [four] originals, each bearing an original signature on the signature page and initials on each page.

Docusign Envelope ID: 1AB85B74-93EB-43CE-A870-5FCD00943784 REV. 10
PROJECT SPECIFICATIONS for BIDDING (Addendum 3) 09/2310/25/2024

THE RINK SPORTS PAVILION PROJECT INSTRUCTIONS TO BIDDERS CITY OF SANTA CLARITA P-3034A 00 21 13-8
B. Document 00 65 36 (Guaranty), fully executed by successful Bidder. Submit [one] original, bearing an original signature on the signature page and initials on each page.

C. Performance bond and (if applicable) payment bond, as provided in Contract Documents 00 61 13.13 and 00 61 13.16.

D. Insurance certificates and endorsements required by Document 00 73 16 (Supplemental Conditions—Insurance): Submit one original set.

E. Any other items identified by Owner in Document 00 51 00 (Notice of Award).

Failure to Execute and Deliver Documents:

A. If Bidder to whom the Contract is awarded, within the period described in this Document 00 21 13, fails or neglects to execute and deliver all required Contract Documents and file all required bonds, insurance certificates, and other documents, Owner may, in its sole discretion, rescind the award, recover on Bidder’s surety bond, or deposit Bidder’s cashier’s check or certified check for collection, and retain the proceeds thereof as liquidated damages for Bidder’s failure to enter into the Contract Documents. Bidder agrees that calculating the damages Owner may suffer as a result of Bidder’s failure to execute and deliver all required Contract Documents would be extremely difficult and impractical and that the amount of Bidder’s required Bid security shall be the agreed and presumed amount of Owner’s damages.

B. Upon Bidder’s failure to timely deliver all required Contract Documents as set forth herein, Owner may determine the next Apparent Low Bidder and proceed accordingly. Such Award, if made, will be made within [ninety (90)] days after the opening of the Bid Proposals.

GENERAL CONDITIONS AND REQUIREMENTS
Modification of Commencement of Work:

A. Owner expressly reserves the right to modify the date for the Commencement of Work under the Contract and to independently perform and complete work related to Project. Owner accepts no responsibility to Contractor for any delays attributed to its need to complete independent work at the Site.

B. Owner shall have the right to communicate directly with Apparent Low Bidder’s proposed performance bond surety, to confirm the performance bond. Owner may elect to extend the time to receive faithful performance and labor and material payment bonds.

Conformed Project Manual:

A. Following Award of Contract, Owner may prepare a conformed Project Manual reflecting Addenda issued during bidding, which will, failing objection, constitute the approved Project Manual.

Payment Bond:

A. The successful Bidder must file a payment bond with and approved by Owner prior to entering upon the performance of the Work, in accordance with Civil Code Section 9550, et seq.

Performance Bond:

A. The successful Bidder must file a performance bond with and approved by Owner prior to entering upon the performance of the Work.

Docusign Envelope ID: 1AB85B74-93EB-43CE-A870-5FCD00943784 REV. 10
PROJECT SPECIFICATIONS for BIDDING (Addendum 3) 07/1110/25/2024

THE RINK SPORTS PAVILION PROJECT BID FORM
CITY OF SANTA CLARITA P-3034A 00 41 13-2

4. SCHEDULE OF BID PRICES
All Bid items, including lump sums, and alternates (if any), must be filled in completely. Bid items are described in Section 01 11 00 (Summary of Work). Quote in figures only, unless words are specifically requested.

ITEM DESCRIPTION TOTAL

1. All work of Contract Documents $
TOTAL2. Alternate 1 / Purchase Scissor Lift $$
TOTAL $
If the numbers entered on this page conflict with what is entered on BidNet, the Number entered on BidNet shall govern.

Total Bid Price:
_______________________________________________________________________________ (Indicate Bid Price in Words)

1. The undersigned acknowledges that the Apparent Low Bidder will be determined as provided in Documents 00 11 16 (Notice Inviting Bids) and Document 00 21 13 (Instructions to Bidders).

2. Subcontractors for work are listed on Document 00 43 36 (Subcontractors Listing), submitted herewith.

3. The undersigned Bidder understands that Owner reserves the right to reject this Bid.

4. If written notice of the acceptance of this Bid, hereinafter referred to as Notice of Award, is mailed or delivered to the undersigned Bidder within the time described in Paragraph 2 of this Document 00 41 13 or at any other time thereafter before it is withdrawn, the undersigned Bidder will execute and deliver the documents required by Document 00 21 13 (Instructions to Bidders) within the times specified therein.

5. Notice of Award or request for additional information may be addressed to the undersigned Bidder at the address set forth below.

6. The undersigned Bidder herewith encloses cash, a cashier’s check, or certified check of or on a responsible bank in the United States, or a corporate surety bond furnished by a surety authorized to do a surety business in the State of California, in form specified in Document 00 2113 (Instructions to Bidders), in the amount of ten percent (10%) of the Total Bid Price and made payable to the CITY OF SANTA CLARITA.

Docusign Envelope ID: 1AB85B74-93EB-43CE-A870-5FCD00943784 REV. 01
PROJECT SPECIFICATIONS for BIDDING (Addendum 3) 07/1110/25/2024

THE RINK SPORTS PAVILION PROJECT SUBCONTRACTORS LISTING CITY OF SANTA CLARITA P-3034A 00 43 36-1
DOCUMENT 00 43 36

SUBCONTRACTORS LISTING

CITY OF SANTA CLARITA

THE RINK SPORTS PAVILION PROJECT

PHASE II CONSTRUCTION
PROJECT NUMBER P-3034A
BID NUMBER CIP-24-25-P3034A
The Subcontractors List must include the names of all subcontractors who will perform any portion of Work, including labor, rendering of service, or specially fabricating and installing a portion of the Work or improvement according to detailed drawings contained in the plans and specifications, in excess of one half of one percent (0.5%) of the total Bid amount.

Name of
Subcontractor and
Location of Place of
Business (City, State)
Description of Work Subcontractor’s
License No.

DIR
Registration
Number
(Note 1)
% of
Work
Note 1: Bidders have 24 hours after the Bid Deadline to submit this information.

Note 21: Attach additional sheets if necessary.
(Bidder to attach additional sheets if necessary)
Docusign Envelope ID: 1AB85B74-93EB-43CE-A870-5FCD00943784 Rev. 0
1 PROJECT SPECIFICATIONS for BIDDING (Addendum 3)
107/12516/2024

THE RINK SPORTS PAVILLION PROJECT STATEMENT OF QUALIFICATIONS FOR

CONSTRUCION WORK
CITY OF SANTA CLARITA P-3034A 00 45 13-1
DOCUMENT 00 45 13

STATEMENT OF QUALIFICATIONS FOR CONSTRUCTION WORK
ARTICLE 1 – GENERAL INFORMATION

1.01 Minimum Bidder Qualifications.

A. Bidders must be duly licensed, pursuant to the license requirements in Document 00 11 16, Article 1.03, and in accordance with the California Business & Professions Code Sections 7006, et seq., and have a history of work performance sufficient to meet the requirements of a responsible bidder in the Public Contract Code Section 1103.

B. Bidders must have Five (5) years’ experience as a continuously operating entity engaged in the performance of similar work.

C. Bidders must demonstrate successful experience with type of work of this Project, to include, within the past five (5) years, completed three (3) projects of a similar nature and complexity with a minimum contract dollar amount of $15,500,000.00 D. Experience shall include but not be limited to the following specialized types of construction. a Concrete Block and Structural Steel Primary Structure b Power Lift Basketball Backboards
c Wood Floor for Sport Activities
d Show Lighting
e Disk Jockey Booth and Sound System
f Full Service Kitchen
g Landscape
h Utilities
f Mechanical, Electrical and Plumbing
i

1.02 Measurement.

A. Bidder’s compliance with the minimum qualification requirements will be measured by Bidder’s experience as an operating entity and also by the experience of the supervisory personnel who will have responsible charge of the various major components of the Work.

B. If Bidder subcontracts portions of the Work, Owner, in its determination of whether the minimum qualification requirements have been met, may consider the qualifications of the Subcontractor’s supervisory personnel.

C. The qualifications of the Key Personnel, as stated in Attachment A (00 45 13A) , are to be submitted with the Statement of Qualifications (SOQ), by providing the information described in this Document 00 45 13.

Docusign Envelope ID: 1AB85B74-93EB-43CE-A870-5FCD00943784 REV. 01
FEBRUARY MAY 20, 2024
P
ROJECT SPECIFICATIONS for BIDDING (Addendum 3) 057/201110/25/2024

THE RINK SPORTS PAVILION PROJECT NON-COLLUTION DECLARATION CITY OF SANTA CLARITA P-3034A 00 45 19-1
NON-COLLUSION AFFIDAVIT (CSA) 00 45 19 - 1 THE RINK SPORTS PAVILION P-3034A OAK #4842-8118-1573 V2
DOCUMENT 00 45 19

NON-COLLUSION DECLARATION
PUBLIC CONTRACT CODE SECTION 7106

NON-COLLUSION DECLARATION TO BE EXECUTED BY BIDDER AND SUBMITTED WITH BID
The undersigned declares:

I am the ______________________ of _________________, the party making the foregoing bid.

The bid is not made in the interest of, or on behalf of, any undisclosed person, partnership, company, association, organization, or corporation. The bid is genuine and not collusive or sham.

The bidder has not directly or indirectly induced or solicited any other bidder to put in a false or sham bid. The bidder has not in any manner, directly or indirectly, sought by agreement, communication, or conference with anyone to fix the bid price of the bidder or any other bidder, or to fix any overhead, profit, or cost element of the bid price, or of that of any other bidder. All statements contained in the bid are true. The bidder has not, directly or indirectly, submitted his or her bid price or any breakdown thereof, or the contents thereof, or divulged information or data relative thereto, to any corporation, partnership, company, association, organization, bid depository, or to any member or agent thereof, to effectuate a collusive or sham bid, and has not paid, and will not pay, any person or entity for such purpose.

Any person executing this declaration on behalf of a bidder that is a corporation, partnership, joint venture, limited liability company, limited liability partnership, or any other entity, hereby represents that he or she has full power to execute, and does execute, this declaration on behalf of the bidder.

I declare under penalty of perjury under the laws of the State of California that the foregoing is true and correct and that this declaration is executed on _____________[date], at _____________[city], _______________[state].

BIDDER’S SIGNATURE:

NAME/TITLE OF SIGNATORY:

LEGAL NAME OF BIDDER:

END OF DOCUMENT
Docusign Envelope ID: 1AB85B74-93EB-43CE-A870-5FCD00943784 REV. 01
PROJECT SPECIFICATIONS for BIDDING (Addendum 3) 09/2310/25/2024

THE RINK SPORTS PAVILION PROJECT NOTICE OF AWARDS
CITY OF SANTA CLARITA P-3034A 00 51 00-1
DOCUMENT 00 51 00

NOTICE OF AWARD
Dated December 11, 2024 (Pending City Council Approval on December 10, 2024) TO:

ADDRESS:

CONTRACT NO.: ______________________________
CONTRACT FOR: CITY OF SANTA CLARITA

THE RINK SPORTS PAVILION
20860 CENTRE POINTE PARKWAY, SANTA CLARITA, CA 91350
PROJECT NUMBER P3034
BID NUMBER CIP-24-25-P3034A

PHASE II CONSTRUCTION
The Contract Sum of your contract is
(Amount in Words)
Dollars ($ )

1. Five (5) copies of Document 00 5200 accompany this Notice of Award.

2.1. You must comply with the following conditions precedent by (45:00 pm) of the 210th Day following the date of this notice to award, that is, by Tuesday, December 30, 2024. a. Deliver to Owner four (4) fully executed counterparts of Document 00 52 00 (Agreement). Each copy of Document 00 52 00 (Agreement) must bear your original signature on the signature page and your initials on each page. a. Deliver to Owner one (1) original of Document 00 61 13.13 (Construction Performance Bond), executed by you and your surety.
b. Deliver one (1) copy of Document 00 52 00 accompanying this Notice of Award c. Deliver to Owner one (1) original of Document 00 61 13.16 (Construction Labor and Material Payment Bond), executed by you and your surety. d. Deliver to Owner original set of the insurance certificates with endorsements required under Document 00 73 16 (Supplementary Conditions – Insurance). e. Deliver to Owner one fully executed Document 00 65 36 (Guaranty), bearing your original signature on the signature page and your initials on each page.

Docusign Envelope ID: 1AB85B74-93EB-43CE-A870-5FCD00943784 REV. 01
PROJECT SPECIFICATIONS for BIDDING (Addendum 3) 09/2310/25/2024

THE RINK SPORTS PAVILION PROJECT NOTICE OF AWARDS
CITY OF SANTA CLARITA P-3034A 00 51 00-2
f. Deliver to Owner one fully executed copy of Document 00 63 25 (Substitution Request Form) for bidders wanting to use “or equal” item(s).

3.2. Failure to comply with these conditions within the time specified will entitle Owner to consider your Bid abandoned, to annul this Notice of Award, and to declare your Bid security forfeited.

4.3. Within TenSix (106) Days after you comply with the conditions in Paragraph 2 of this Document 00 51 00, Owner will return to you one fully signed counterpart of Document 00 52 00 (Agreement) an electronic copy of the Project Manual (including Specifications and Drawings).

5.4. Before you may start any work at the site, you must attend a mandatory pre-construction conference. The pre-construction conference is tentatively set for Tuesday, January 7, 2025.

The conference is scheduled to start at 9:00 AM and end at Noon. The location and key map will be provided one week prior to the scheduled date and time.

6.5. Upon commencement of the Work, you and each of your Subcontractors shall certify and provide Owner copies of payroll records in accordance with Labor Code Section 1776.

OWNER: CITY OF SANTA CLARITA
BY:
[TITLE]

(Print Name)
_____________________________________________
DATE

AUTHORIZED BY CITY OF SANTA CLARITA
RESOLUTION CITY COUNCIL AGENDA NO.: _______________________________ APPROVED DATE: ___________________________________

END OF DOCUMENT
Docusign Envelope ID: 1AB85B74-93EB-43CE-A870-5FCD00943784 REV. 01
PROJECT SPECIFICATIONS for BIDDING (Addendum 3) 09/2310/25/2024

THE RINK SPORTS PAVILION PROJECT AGREEMENT
CITY OF SANTA CLARITA P-3034A 00 52 00-1
DOCUMENT 00 52 00

AGREEMENT
(FORM)
THIS AGREEMENT, dated this [date] day of [Month], 202__, by and between [Enter Name of Contractor] whose place of business is located at [Address of Contractor] (Contractor), and CITY OF SANTA CLARITA, a political subdivision of the State of California (Owner), acting under and by virtue of the authority vested in Owner by the laws of the State of California.

WHEREAS, Owner, by its City Council Agenda Item Resolution No. [1___] awardeddopted on the 10th day of December, 2024 awarded to Contractor the following Contract:

THE RINK SPORTS PAVILION
20860 CENTRE POINTE PARKWAY, SANTA CLARITA, CALIFORNIA 91350 PROJECT NUMBER P3034A
BID NUMBER CIP-24-25-P3034A

PHASE II CONSTRUCTION
NOW, THEREFORE, in consideration of the mutual covenants hereinafter set forth, Contractor and Owner agree as follows:

ARTICLE 1 SCOPE OF WORK OF THE CONTRACT

1.01 Work of the Contract
A. Contractor shall complete all Work specified in the Contract Documents, in accordance with the Specifications, Drawings, and all other terms and conditions of the Contract Documents (Work).

1.02 Price for Completion of the Work
A. Owner shall pay Contractor the following Contract Sum for completion of Work in accordance with Contract Documents as set forth in Contractor’s Bid, attached hereto.

B. The Contract Sum includes all allowances (if any).

C. The Contract Sum is all inclusive and includes all Work; all federal, state, and local taxes on materials and equipment, and labor furnished by Contractor, its subcontractors, subconsultants, architects, engineers, and" vendors or otherwise arising out of Contractor's performance of the Work, including any increases in any such taxes during the term of this Agreement; and any duties, fees, and royalties imposed with respect to any materials and equipment, labor or services. The taxes covered hereby include (but are not limited' to) Docusign Envelope ID: 1AB85B74-93EB-43CE-A870-5FCD00943784 REV. 01
PROJECT SPECIFICATIONS for BIDDING (Addendum 3) 09/2310/25/2024

THE RINK SPORTS PAVILION PROJECT AGREEMENT
CITY OF SANTA CLARITA P-3034A 00 52 00-2
occupational, sales, use, excise, unemployment, FICA, and income taxes, customs, duties, and any and all other taxes on any item or service that is part of the Work, whether such taxes are normally included in the price of such item or service or are normally stated separately.

Notwithstanding the foregoing, each party shall bear such state or local inventory, real property, personal property or fixtures taxes as may be properly assessed against it by applicable taxing authorities.

COMMENCEMENT AND COMPLETION OF WORK

1.03 Commencement of Work
Contractor shall commence Work on the date established in the Notice to Proceed (January 8, 2025Commencement Date).

A. Owner reserves the right to modify or alter the Commencement Date.

Completion of Work
B. Contractor shall achieve Substantial Completion (building, FF&E, utilities, hardscape, landscape) of the project within 314 442 Calendar Working Days Days from the Notice to Proceed.

C. Contractor shall obtain the Certificate of Occupancy and complete all punch list items within 324463 Working Calendar Days from the Notice to Proceed.

ARTICLE 2 PROJECT REPRESENTATIVES

2.01 Owner’s Project Manager
A. Owner has designated Araz Valijan as its Project Manager to act as Owner’s Representative in all matters relating to the Contract Documents. If Project Manager is an employee of Owner, Project Manager is the beneficiary of all Contractor obligations to Owner including, without limitation, all releases and indemnities.

B. Project Manager shall have final authority over all matters pertaining to the Contract Documents and shall have sole authority to modify the Contract Documents on behalf of Owner, to accept work, and to make decisions or actions binding on Owner, and shall have sole signature authority on behalf of Owner.

C. Owner may assign all or part of the Project Manager’s rights, responsibilities and duties to a Construction Manager, or other Owner Representative.

2.02 Contractor’s Project Manager and Other Key Personnel A. Contractor has designated [name to be provided] as its Project Manager to act as Contractor’s Representative in all matters relating to the Contract Documents.

B. Contractor has designated the following other Key Personnel (names to be provided) for the Project:

Name Position

Docusign Envelope ID: 1AB85B74-93EB-43CE-A870-5FCD00943784 REV. 01
PROJECT SPECIFICATIONS for BIDDING (Addendum 3) 09/2310/25/2024

THE RINK SPORTS PAVILION PROJECT AGREEMENT
CITY OF SANTA CLARITA P-3034A 00 52 00-3
C. Changes in Contractor’s Key Personnel is subject to review & approval by the Owner.

2.03 Owner Rights Regarding its Consultants
A. Notwithstanding any provision of the Contract Documents that identifies a specific Owner consultant (such as Architect, Construction Manager, or other) to perform one or more specific tasks (such as reviewing Contractor submittals, approving Contractor applications for payment, etc.), as between Owner and Contractor, Owner may, in its sole discretion, either cause the task to be performed by its own forces, or cause it to be performed by any consultant it elects, provided only that tasks requiring a specific license be performed by properly licensed persons. Additionally, as between Owner and Contractor, Owner may change the identity of any of its consultants at any time in its sole discretion, and will provide reasonable notice thereof to Contractor.

ARTICLE 3 LIQUIDATED DAMAGES FOR DELAY IN COMPLETION OF WORK

3.01 Liquidated Damage Amounts
Owner and Contractor recognize that time is of the essence of this Agreement and that Owner will suffer financial loss in the form of Contract administration expenses (such as project management and consultant expenses), if all or any part of the Work is not completed within the times specified above, plus any extensions thereof allowed in accordance with the Contract Documents. Contractor and Owner agree that because of the nature of the Project, it would be impractical or extremely difficult to fix the amount of actual damages incurred by Owner because of a delay in completion of all or any part of the Work. Accordingly, Owner and Contractor agree that as liquidated damages for delay Contractor shall pay Owner:

3.1.1 Five thousand, eight hundred dollars ($ 5,8000.00) for each Day that expires after the time specified herein for Contractor to achieve Final Completion of the entire Work, until achieved.

These measures of liquidated damages shall apply cumulatively and except as provided below, shall be presumed to be the damages suffered by Owner resulting from delays in completing the Contract Work. Contractor and Owner further understand and agree that liquidated damages are not intended to constitute a penalty against Contractor.

3.2 Liquidated damages for delay shall only cover administrative support, contracted services, overhead expenses, interest on bonds, and general loss of public use damages suffered by Owner as a result of delay. Liquidated damages shall not cover the cost of completion of the Work, damages resulting from defective work, lost revenues or costs of substitute facilities, or damages suffered by others who then seek to recover their damages from Owner (for example, delay claims of other contractors, subcontractors, tenants, or other third-parties), and defense costs thereof.

Docusign Envelope ID: 1AB85B74-93EB-43CE-A870-5FCD00943784 REV. 01
PROJECT SPECIFICATIONS for BIDDING (Addendum 3) 09/2310/25/2024

THE RINK SPORTS PAVILION PROJECT AGREEMENT
CITY OF SANTA CLARITA P-3034A 00 52 00-4
A. It is further agreed that prior to issuance of a Notice of Completion under the terms of this Contract, and as a condition precedent to the Owner’s obligation for the issuance of the Notice of Completion and Final Payment, the Contractor shall submit to the Owner a “Maintenance and Warranty Bond” in form of Document 00 61 13.16 to be valued at ten percent (10%) of the final contract amount. Such Bond shall be in force and valid for a period of one (1) year unless extended.

ARTICLE 4 LIQUIDATED DAMAGES FOR UNAUTHORIZED CHANGES OF KEY

PERSONNEL

4.01 Liquidated Damage Amounts
A. See Document 00 72 00 (General Conditions) Paragraph 11.07.D for liquidated damages provisions pertaining to Key Personnel.

ARTICLE 5 CONTRACTOR’S REPRESENTATIONS
In order to induce Owner to enter into this Agreement, Contractor makes the following representations and warranties:

5.1 Contractor has visited the Site and has examined thoroughly and understood the nature and extent of the Contract Documents, Work, Site, locality, actual conditions, as-built conditions, and all local conditions, and federal, state and local laws and regulations that in any manner may affect cost, progress, performance or furnishing of Work or which relate to any aspect of the means, methods, techniques, sequences or procedures of construction to be employed by Contractor and safety precautions and programs incident thereto.

5.2 Contractor has examined thoroughly and understood all reports of exploration and tests of subsurface conditions, as-built drawings, drawings, products specifications or reports, available for Bidding purposes, of physical conditions, including Underground Facilities, which have been made available for Bidders or which may appear in the Drawings.

Contractor accepts the determination set forth in these Documents and Document 00 72 00 of the limited extent of the information contained in such materials upon which Contractor may be entitled to rely. Contractor agrees that except for the information so identified, Contractor does not and shall not rely on any other information contained in such reports and drawings.

5.3 Contractor has conducted or obtained and has understood all such examinations, investigations, explorations, tests, reports and studies (in addition to or to supplement those referred to in Section 5.2 of this Agreement) that pertain to the subsurface conditions, as-built conditions, Underground Facilities and all other physical conditions at or contiguous to the Site or otherwise that may affect the cost, progress, performance or furnishing of Work, as Contractor considers necessary for the performance or furnishing of Work at the Contract Sum, within the Contract Time and in accordance with the other terms and conditions of the Contract Documents, including specifically the provisions of Document 00 72 00; and no additional examinations, investigations, explorations, tests, reports, studies or similar information or data are or will be required Docusign Envelope ID: 1AB85B74-93EB-43CE-A870-5FCD00943784 REV. 01
PROJECT SPECIFICATIONS for BIDDING (Addendum 3) 09/2310/25/2024

THE RINK SPORTS PAVILION PROJECT AGREEMENT
CITY OF SANTA CLARITA P-3034A 00 52 00-7
arising from purchases of goods, services or materials pursuant to the public works contract or the subcontract. This assignment shall be made and become effective at the time Owner tenders final payment to Contractor, without further acknowledgment by the parties.

7.06 Copies of the general prevailing rates of per diem wages for each craft, classification, or type of worker needed to execute the Contract, as determined by Director of the State of California Department of Industrial Relations, are available at the contractor’s request andon file at the Owner’s [Facilities Development and Management Division], may be obtained from the California Department of Industrial Relations website
[http://www.dir.ca.gov/OPRL/DPreWageDetermination.htm] and are deemed included in the Contract Documents, and shall be made available to any interested party on request. Pursuant to Labor Code Sections 1860 and 1861, in accordance with Labor Code Section 3700, every contractor will be required to secure the payment of compensation to Contractor’s employees.

Contractor represents that it is aware of the provisions of Labor Code Section 3700 that require every employer to be insured against liability for workers’ compensation or to undertake self-insurance in accordance with the provisions of that Code, and Contractor shall comply with such provisions before commencing the performance of the Work of the Contract Documents.

7.07 Should any part, term or provision of this Agreement or any of the Contract Documents, or any document required herein or therein to be executed or delivered, be declared invalid, void or unenforceable, all remaining parts, terms and provisions shall remain in full force and effect and shall in no way be invalidated, impaired or affected thereby. If the provisions of any law causing such invalidity, illegality or unenforceability may be waived, they are hereby waived to the end that this Agreement and the Contract Documents may be deemed valid and binding agreements, enforceable in accordance with their terms to the greatest extent permitted by applicable law. In the event any provision not otherwise included in the Contract Documents is required to be included by any applicable law, that provision is deemed included herein by this reference (or, if such provision is required to be included in any particular portion of the Contract Documents, that provision is deemed included in that portion).

7.08 This Agreement and the Contract Documents shall be deemed to have been entered into in the City of Santa Clarita, State of California, and governed in all respects by California law (excluding choice of law rules). The exclusive venue for all disputes or litigation hereunder shall be in the Superior Court for the County of Los Angeles, California.

IN WITNESS WHEREOF, the parties hereto have executed this Agreement in quadruplicate on the date and year first-above written.

CITY:

_______________, City Manager
ATTEST:

Docusign Envelope ID: 1AB85B74-93EB-43CE-A870-5FCD00943784 Rev. 01
PROJECT SPECIFICATIONS for BIDDING (Addendum 3)

THE RINK SPORTS PAVILLION PROJECT CONSTRUCTION PERFORMANCE BOND (EXAMPLE) CITY OF SANTA CLARITA P-3034A 06 61 13.13-1
DOCUMENT 00 61 13.13

CONSTRUCTION PERFORMANCE BOND (SEXAMPLE)
THIS CONSTRUCTION PERFORMANCE BOND (Bond) is dated [Month, Day], 2024 is in the amount of [ Insert Amount ] (Penal Sum), which is 100% of the Contract Sum and is entered into by and between the parties listed below to ensure the faithful performance of the Contract identified below. This Bond consists of this page and the Bond Terms and Conditions, Paragraphs 1 through 14 attached to this page. Any singular reference to [Insert name of Contractor] (Contractor), [Insert name of Surety] (Surety), CITY OF SANTA CLARITA (Owner), or other party shall be considered plural where applicable.

CONTRACTOR: SURETY:
[Insert name of Contractor] [Insert name of Surety]

Address Principal Place of Business
City/State/Zip City/State/Zip
CONSTRUCTION CONTRACT: Agreement for the City of SANTA CLARITA, located at 20860 Centre Pointe Parkway,23920 Valencia Blvd., Santa Clarita CA, 913550-2196, dated [Month, Day], 202_, in the amount of [ Insert Amount].

CONTRACTOR AS PRINCIPAL SURETY
Company: (Corp. Seal) Company: (Corp. Seal)
Signature: Signature:

Name: Name:

Title: Title:

Docusign Envelope ID: 1AB85B74-93EB-43CE-A870-5FCD00943784 Rev. 10
PROJECT SPECIFICATIONS for BIDDING (Addendum 3) 09/2310/25/2024

THE RINK SPORTS PAVILION PROJECT GENERAL CONDITIONS
CITY OF SANTA CLARITA P-3034A 00 72 00-19
Periods of excusable delay caused solely by weather, Force Majeure events, as provided above in this Article, or
Periods of concurrent delay, where delay results from two or more causes, one of which is compensable (resulting from Changes or Acts or Neglect as set forth above in this Article), and the other of which is non-compensable or unexcusable, such as: acts or neglect of Contractor, Subcontractors or others for whom Contractor is responsible; other acts, omissions and conditions which would not entitle Contractor to adjustment in Contract Time; adverse weather; and/or actions of Force Majeure as provided above in this Article.

Adverse Weather
Adverse weather delays may be allowed only if the number of workdays of adverse weather exceeds the parameters listed or referenced immediately below in this subparagraph and Contractor proves that adverse weather actually caused delays to work on the critical path.

Contractor shall give written notice of intent to claim an adverse weather day within one Day of the adverse weather day occurring.

Claims for Non-Compensable extensions of time for rain delays will not be granted unless the number of days work is prevented by rain that exceeds 100% of the historical average number of rain days for the period of the Contract Time. Based on information obtain from the Weather Underground Canyon Country Station, the average number of annual rain days is 6 (six) using a 5 (five) year monthly average, January 2019 to December 2023. This information can be found at
https://www.wunderground.com/dashboard/pws/KCACANYO29. If the Canyon County Station is not available, the closest National Oceanic & Atmospheric Administration (NOAA) weather station will be used.
(in either case, Weather Station), as measured and reported. Delays due to adverse weather conditions will not be allowed for weather conditions that fall within these parameters.

In order to qualify as an adverse weather delay day with respect to the foregoing parameters, daily rainfall must exceed 0.1 inch at the Weather Underground Canyon Country Station (KCACANY029) Weather Station. Notwithstanding these allowances, Contractor shall at all times employ all available mitigation measures to enable Work to continue, Contractor shall take reasonable steps to mitigate potential weather delays, such as dewatering the Site, lime treatment, and covering Work and material that could be affected adversely by weather.

Failure to do so shall be cause for Owner to not grant a time extension due to adverse weather, where Contractor could have avoided or mitigated the potential delay by exercising reasonable care.

Contractor shall include the foregoing precipitation parameters as a monthly activity in its progress schedule. As Work on the critical path is affected by precipitation, Contractor shall notify Owner and request that the days be moved to the affected activities. Any adverse weather days remaining shall be considered Project float available to either Owner or Contractor.

Adverse weather delay for precipitation shall be recognized for the actual period of time Contractor proves it was delayed by precipitation exceeding the specified parameters. For example, and not by way of limitation, if precipitation exceeding the specified parameters does not in fact delay Contractor’s progress on the critical path, then no time extension shall be recognized; and conversely, if Contractor proves to Owner’s satisfaction that precipitation exceeding the specified parameters causes delay to Contractor for a period longer than the Docusign Envelope ID: 1AB85B74-93EB-43CE-A870-5FCD00943784 Rev. 10
PROJECT SPECIFICATIONS for BIDDING (Addendum 3) 09/2310/25/2024

THE RINK SPORTS PAVILION PROJECT GENERAL CONDITIONS
CITY OF SANTA CLARITA P-3034A 00 72 00-20
number of precipitation days incurred (e.g., if it rains or snows during grading work), then Contractor shall be entitled to a time extension equal to the actual period of such delay.

During unfavorable weather, wet ground, or other unsuitable construction conditions, Contractor shall employ best practices to protect the Work, manage the construction site and rainwater during inclement weather. Persons performing the Work shall examine surfaces to receive their Work and shall report in writing to Contractor, with copy to Owner representative and the Architect conditions detrimental to the Work. Failure to examine and report discrepancies makes the Contractor responsible, at no increase in Contract Sum, for corrections Owner may require. Commencement of Work constitutes acceptance of surface.

Liquidated Damages
Time is of the essence. Execution of Contract Documents by Contractor shall constitute its acknowledgement that Owner will actually sustain damages in the form of Contract administration expenses (such as Project management and consultant expenses) in the amount fixed in the Contract Documents for each and every Day during which completion of Work required is delayed beyond expiration of time fixed for completion plus extensions of time allowed pursuant to provisions hereof.

Contractor and Owner agree that because of the nature of the Project, it would be impractical or extremely difficult to fix the amount of such actual damages incurred by Owner because of a delay in completion of all or any part of the Work. Contractor and Owner agree that specified measures of liquidated damages shall be presumed to be the amount of such damages actually sustained by Owner, and that because of the nature of the Project, it would be impracticable or extremely difficult to fix the actual damages.

Liquidated damages for delay shall cover administrative, contract services, overhead, interest on bonds, and general loss of public use damages suffered by Owner as a result of delay.

Liquidated damages shall not cover the cost of completion of the Work, damages resulting from Defective Work, lost revenues or costs of substitute facilities, or damages suffered by others who then seek to recover their damages from Owner (for example, delay claims of other contractors, subcontractors, tenants, or other third-parties), and defense costs thereof.

Owner may deduct from any money due or to become due to Contractor subsequent to time for completion of entire Work and extensions of time allowed pursuant to provisions hereof, a sum representing then-accrued liquidated damages.

Contractor and Owner agree that the Key Personnel listed in Contractor’s Statement of Qualifications (Document 00 45 13) were a material factor in Owner’s assessment of Contractor’s experience and the adequacy of Contactor’s supervisory personnel.

Accordingly, Contractor and Owner agree that Contractor shall not remove, reassign or make changes to any of the Key Personnel without Owner’s prior written approval. In the event that any Key Personnel leaves the Project, is reassigned and/or is removed and replaced by Contractor before Project Final Completion, for any reason other than departure from Contractor, Contractor agrees to pay Owner liquidated damages as set forth in the Agreement (Document 00 52 00), unless Contractor can demonstrate to Owner’s satisfaction that the Key Personnel were reassigned and/or removed and replaced for reasons beyond Contractor’s control.

CLAIMS BY CONTRACTOR
Obligation to File Claims for Disputed Work
Docusign Envelope ID: 1AB85B74-93EB-43CE-A870-5FCD00943784 REV. 01
PROJECT SPECIFICATIONS for BIDDING (Addendum 3) 09/2310/25/2024

THE RINK SPORTS PAVILION PROJECT SUPPLEMENTAL CONDITIONS CITY OF SANTA CLARITA P-3034A 00 73 16-5
of State of California, known as “Workers’ Compensation Insurance and Safety Act,” approved May 26, 1913, and all acts amendatory or supplemental thereto, in the statutory amount.

E. Environmental Impairment Liability Insurance covering bodily injury and property damage utilizing an occurrence policy form, in an amount no less than [$12,000,000] combined single limit for each occurrence.

F. Any deductibles or self-insured retentions must be declared to and approved by Owner. At the option of Owner, either the insurer shall reduce or eliminate such deductibles or self-insured retentions as respects the Owner, its officers, officials, employees, and volunteers, or the Contractor shall provide a financial guarantee satisfactory to Owner guaranteeing payment of losses and related investigations, claim administration, and defense expenses.

17.02 If Contractor normally carries insurance in an amount greater than the minimum amounts required by Owner in Paragraph 17.01 above, that greater amount shall become the minimum required amount of insurance for purposes of the Contract. Therefore, Contractor hereby acknowledges and agrees that all insurance carried by it shall be deemed liability coverage for all actions it performs in connection with the Contract.

17.03 All policies of insurance shall be placed with insurers acceptable to Owner. The insurance underwriter(s) for all insurance policies except Workers’ Compensation shall have an A. M.

Best Company rating of [A, VIII] or better, unless otherwise specified in Contract Documents.

Required minimum amounts of insurance may be increased should conditions of Work, in opinion of Owner, warrant such increase. Contractor shall increase required insurance amounts upon direction by Owner.

17.04 Required Endorsements: The policies required under Document 00 7200 (General Conditions) and this Document 00 7316 (including any umbrella or excess liability policy(ies)) shall be endorsed as follows and provided prior to execution of the Contract Documents.

A. Commercial General Liability Endorsement
Contractor shall furnish to Owner the “Commercial General Liability Endorsement” as provided in this Document 00 7316. The preferred form is a CG 20 10 11 85, but the Contractor may substitute an alternative endorsement, with prior approval by Owner, provided the endorsement references “your work” and contains the following minimum specific components:

1. The insurance policy number.

2. A statement that includes the following language: “The City of Santa Clarita, including its officers, officials, employees, and volunteers, are included as insureds.”

3. A statement acknowledging the insured's insurance as primary as respects the City of Santa Clarita and that any other insurance maintained by the City of Santa Clarita shall be in excess of the insured's insurance and shall not be called upon to contribute with it.

4. A statement that the policy shall not be canceled except after thirty (30) days prior written notice to the City of Santa Clarita.

5. An original, authorized signature.

Docusign Envelope ID: 1AB85B74-93EB-43CE-A870-5FCD00943784 REV. 01
PROJECT SPECIFICATIONS for BIDDING (Addendum 3) 09/2310/25/2024

THE RINK SPORTS PAVILION PROJECT SUPPLEMENTAL CONDITIONS CITY OF SANTA CLARITA P-3034A 00 73 16-6

6. Coverage shall be at least as broad as Insurance Services Office Commercial General Liability coverage (occurrence form CG 0001).

An alternative to the submission of a CG 20 10 11 85 form is available. A CG 20 10 10 01 or a CG 20 33 10 01 (or similarly worded document) along with a CG 20 37 10 01 will be acceptable in lieu of a CG 20 10 11 85 form.

Note: Policies that include endorsement numbers CG 22 94 10 01 and/or CG 22 95 10 01, or have the endorsement wording written into the policy language, are not acceptable.

B. Automobile Liability Special Endorsement
Contractor shall furnish to Owner the “Automobile Liability Special Endorsement” as provided in this Document 00 7316. The Contractor may substitute an alternative endorsement with prior approval by Owner, provided the endorsement contains the following minimum specific components:

1. The insurance policy number.

2. A statement that includes the following language: “The City of Santa Clarita, including its officers, officials, employees, and volunteers, are included as insureds.”

3. A statement acknowledging the insured's insurance as primary as respects the City of Santa Clarita and that any other insurance maintained by the City of Santa Clarita shall be in excess of the insured's insurance, and shall not be called upon to contribute with it.

4. A statement that the policy shall not be canceled except after thirty days prior written notice to the City of ____________.Santa Clarita.

5. An original, authorized signature.

6. Coverage shall be at least as broad as Insurance Services Office form number CA 0001 (Ed. 1/87) covering Automobile Liability, Code 1 (any auto).

C. Workers' Compensation and Employer's Liability Special Endorsement Contractor shall furnish to Owner the “Workers' Compensation and Employer's Liability Special Endorsement” as provided in this Document 00 73 16. The Contractor may substitute an alternative endorsement with prior approval by Owner, provided the endorsement contains the following minimum specific components:

1. A waiver of subrogation clause which states the following:
“This insurance company agrees to waive all rights of subrogation against the City of Santa Clarita, its officers, officials, employees, and volunteers for losses paid under the terms of this policy which arise from the work performed by the named insured for the City.”

2. The insurance policy number.

3. A statement that the policy shall not be canceled except after thirty days prior written notice to the City of Santa Clarita.

Docusign Envelope ID: 1AB85B74-93EB-43CE-A870-5FCD00943784 4884-5183-7680 v1
Updated Insurance Requirements for Capital Projects - Sept 2024

1.03 General Insurance Requirements
A. Contractor shall maintain at its sole expense, submit coverage verification for approval by Owner prior to execution of this Contract, and keep in effect during the term of this Contract, the following types of insurance in amounts specified in this Section.

1. Workers’ Compensation and Employer’s Liability Insurance. Contractor shall maintain Workers’ Compensation Insurance as required by the State of California. If there is any risk of injury to Contractor’s employees under the U.S. Longshoremen’s ad Harbor Workers’ Compensation Act, the Jones Act, or other laws, regulations, or statutes applicable to maritime employees, coverage shall be included for such injuries or claims.

Employer’s Liability insurance shall be provided with limits not less than:
$1,000,000 per accident
$1,000,000 per each employee for disease
$1,000,000 policy limit.

2. Commercial General Liability Insurance. Contractor shall maintain Commercial General Liability Insurance (CGL) written on an occurrence form providing coverage for bodily injury, property damage, and personal and advertising injury through any combination of primary and excess or umbrella liability insurance policies with annual reinstatement of the general aggregate limit at each policy period renewal. The CGL shall include broad contractual liability and not contain any XCU exclusions.

The CGL insurance must be written on an ISO occurrence form CG 00 01 or substitute forms providing equivalent coverage. All excess or umbrella policies shall be follow-form and afford no less coverage than the primary policy. Coverage shall apply for both ongoing and completed operations on a form acceptable to Owner.

Coverage shall be provided to Owner for liability and any damage to property and injury or death of persons, unless caused by Owner’S sole or active negligence or willful misconduct.

Completed operations coverage must be in place for the entire California State Statute of Repose which is currently ten (10) years. The liability insurance requirements as noted in this section can be met through a Contractor Controlled Insurance Program (CCIP), however, Owner reserves the right to review and approve the program prior to starting work.

Owner, its officers, directors, employees, their successors shall be named as additional insureds on Contractor’s commercial liability and excess policies providing coverage at least as broad as Insurance Service Office’s Additional Insured – Owners, Lessees, or Contractors CG 20 10 for ongoing operations and CG 20 37 for completed operations. Evidence of this required additional insured coverage must be separately attached to the certificate of insurance.

Required limits shall be:
$5,000,000 per occurrence for bodily injury and property damage liability $5,000,000 personal and advertising injury
Docusign Envelope ID: 1AB85B74-93EB-43CE-A870-5FCD00943784 4884-5183-7680 v1
$10,000,000 general policy aggregate
$10,000,000 products/completed operations aggregate

3. Commercial Automobile Insurance. Contractor shall maintain Commercial Automobile Insurance written on ISO form CA 00 01 or substitute form providing equivalent liability coverage. Such insurance shall cover liability arising out of any auto including owned, hired, and non-owned autos and may be satisfied by a combination of primary and excess and/or umbrella policies. All excess or umbrella policies shall contain a drop-down clause in the event of exhaustion of primary limits and provide coverage for primary auto liability. Coverage shall include an MCS 90 endorsement for Contractor’s hauling or transporting hazardous materials.

Required limits shall be:
$5,000,000 combined single limit for property damage and bodily injury liability

4. Contractor’s Pollution Liability Insurance. Contractor shall maintain Contractor’s Pollution Liability Insurance providing coverage for bodily injury, property damage, personal injury and environmental site restoration including fines and penalties in accordance with applicable EPA or state regulations. Coverage shall extend to losses from the release or escape of pollutants including discharge of pollutants brought to the site, release of pre-existing pollutants at the site whether sudden or gradual over time and mold resulting from Contractor’s work. Coverage must also extend to first-party clean-up costs, business interruption, loss of rents, and extra expense and include coverage for completed operations up to ten (10) years following project acceptance by Owner.

Required limits shall be:
$2,000,000 per occurrence
$2,000,000 annual aggregate

5. Builder’s Risk/Installation Floater. Contractor shall maintain Builder’s Risk Insurance providing coverage for full replacement value to include materials, labor, profit and overhead on an All Risk/Special Form for all risks of physical loss or damage for all real property or improvements with no coinsurance penalty provision.

Coverage for testing, water damage, underground piping, and mechanical breakdown shall be included. The policy shall include Owner as a loss payee.

Property insurance deductibles are the sole responsibility of the Contractor and must be disclosed to Owner prior to commencing work.

Included Coverage – The above builder’s risk insurance shall include the following coverages:

1. Including, but not by way of limitation, for all damages of loss to the Work and to appurtenances, to materials and equipment to be incorporated into the Project while the same are in transit, stored on or off the Site, to construction plant and temporary structures.

2. Such insurance shall cover, but shall not be limited to, the perils of fire, lightning, windstorm, hail, explosion, riot, riot attending a strike, civil commotion, smoke damage, damage by aircraft or vehicles, vandalism and malicious mischief, theft, collapse, and flood.

Docusign Envelope ID: 1AB85B74-93EB-43CE-A870-5FCD00943784 4884-5183-7680 v1

3. The policy shall cover the costs of debris removal, including demolition as may be made reasonably necessary by the application of any law, ordinance, or regulation.

4. Start-up & testing, and machinery breakdown including electrical arching.

5. Consequential losses due to delay in completing the Work. The builder’s risk insurance limit for consequential losses is $1,000,000.

6. The policy shall provide the Owner the right to occupy the premises without termination of the policy until Final Completion of the Project.

Application of Loss Proceeds - In the event of a covered loss, proceeds of builder’s risk insurance shall be applied first to reimburse actual costs of demolition, debris removal, reconstruction, and repair or replacement incurred in the discharge of the Contractor’s obligations of repair or replacement under this Contract. Insurance proceeds shall be deposited in a separate account in a local bank satisfactory to the Owner and shall be withdrawn only with the Owner’s written approval to reimburse such actual costs as the builder’s risk carrier has agreed to reimburse. Owner shall have no liability for failure of the builder’s risk carrier to pay for any particular cost of repairs. In the event of the termination of the Contractor for default, the Contractor shall forfeit all rights to builder’s risk insurance proceeds and Owner may expend such proceeds to complete the Project as if they were unpaid contract monies.

If the project involves installation of equipment only, Contractor shall provide evidence of an Installation Floater providing coverage for the value of equipment to be installed and shall include Owner as an insured and loss payee. Coverage for testing, water damage, and mechanical breakdown shall be included.

Contractor is solely responsible for insuring, repairing, or replacing any of its personal property and tools and equipment, whether owned, non-owned, or hired.

6. Professional Liability Insurance. Contractor shall maintain Professional Liability Insurance providing coverage for professional services rendered under this Contract, if any. The policy must have a retroactive date prior to the effective date of the Contract. Contractor agrees to maintain coverage continuously for a period of no less than three (3) years following project acceptance by Owner.

Required limits shall be:
$2,000,000 per claim
$2,000,000 annual aggregate

7. Cyber Liability Insurance. Contractor shall maintain Cyber Liability Insurance with limits not less than $2,000,000 per occurrence or claim, $2,000,000 aggregate.

Coverage shall be sufficiently broad to respond to the duties and obligations as is undertaken by Contractor in this agreement and shall include, but not be limited to, claims involving security breach, system failure, data recovery, business interruption, cyber extortion, social engineering, infringement of intellectual property, including but not limited to infringement of copyright, trademark, trade dress, invasion of privacy violations, information theft, damage to or destruction of electronic information, release of private information, and alteration of electronic information. The policy shall provide coverage for breach response costs, regulatory fines and penalties as well as credit monitoring expenses.

Docusign Envelope ID: 1AB85B74-93EB-43CE-A870-5FCD00943784 4884-5183-7680 v1
B. Additional Provisions Applicable to All Insurance Requirements The following provisions apply to all required insurance coverages referenced above with exception noted, if any.

Additional Insureds. Contractor’s insurance, with exception of workers compensation and professional liability, if required, shall name Owner, its directors, officers, employees, their successors as additional insureds. Refer to Commercial General Liability requirement above for specific additional insured requirements.

Primary Insurance. Contractor’s insurance shall be primary and non-contributory with any insurance maintained by Owner and shall include cross liability or severability of interest, if applicable.

Notice of Cancellation. Contractor’s insurance shall be endorsed to provide Owner with notice thirty (30) days prior to cancellation of any required coverage except for nonpayment which may be with ten (10) days notice of cancellation.

Acceptability of Insurers. All required insurance shall be written by companies having an AM Best’s rating of A- VII or equivalent, as determined by Owner.

Deductibles and Self-Insured Retentions. Any deductible or self-insured retention maintained by Contractor for any required coverage must be declared and approved by Owner. Owner reserves the right to request financial statements. Contractor agrees to be fully responsible for payment of any such deductibles or self-insured retentions.

Insurance Compliance. Contractor shall deliver to Owner certificates of insurance on an Acord or equivalent form signed by an authorized representative of the insurers prior to the execution of this Contract, prior to commencing any work or service, and at least ten (10) days prior to the renewal or replacement of any of the required insurance, or upon reasonable request by Owner. Certificates of insurance must include all required endorsements, including but not limited to additional insured, primary and noncontributory, notice of cancellation, and waiver of subrogation, as applicable. Contractor will not receive a notice to proceed until Owner has approved insurance. Owner reserves the right to request copies of required insurance policies, as needed.

Verification of Insurance Coverage – Owner utilizes the services of Ebix, Inc. to confirm insurance compliance and to collect electronic copies of Certificates of Insurance. Contractor shall submit all required information to Ebix, Inc with original certificates and amendatory endorsements or copies of the applicable policy language effecting coverage required herein. All certificates and endorsements shall be verified by Ebix and accepted by Owner before work commences. Owner may also require copies of Policy Declarations Pages and Schedules of Policy Endorsements. Contractor shall provide insurance documentation to [email address] for processing.

Should Contractor fail to obtain and maintain the required insurance, Owner reserves the right, upon ten (10) days prior written notice to Contractor of its intention to do so, to obtain and maintain such insurance on behalf of Contractor. Contractor shall be responsible for all costs incurred with respect to such insurance obtained by Owner, plus administrative overhead.

Docusign Envelope ID: 1AB85B74-93EB-43CE-A870-5FCD00943784 4884-5183-7680 v1
Maintenance of Insurance. Contractor shall maintain all required insurance throughout the entire duration of this Contract without any lapse in coverage or reduction in required limits. Owner reserves the right to reevaluate and adjust the insurance types and coverage limits required herein annually.

Available Insurance. If the Contractor maintains broader coverage and/or higher limits than the minimum insurance requirements above, Owner requires and shall be entitled to the broader coverage and/or higher limits maintained by the Contactor. Any available insurance proceeds in excess of the specified minimum limits of insurance and coverage shall be available to Owner.

Waiver. Contractor agrees to waive all rights of recovery against Owner, and cause its Workers’ Compensation, Commercial General Liability, Automobile Liability, and Umbrella/Excess insurance policies to be endorsed to waive subrogation against Owner.

Contractor waives all right of recovery or subrogation against Owner regardless of cause of damage.

Self-Insurance. Owner recognizes that some insurance requirements contained in this Contract may be fulfilled by self-insurance on the part of the Contractor. Self-insurance shall not in any way limit liabilities assumed by Contractor under this Contract including but not limited to naming Owner as an additional insured and waiving rights of recovery.

Any self-insurance shall be approved in writing by Owner upon satisfactory evidence of financial capacity. Contractor obligation hereunder may be satisfied in whole or in part by adequately funded self-insurance programs or self-insured retentions.

Subcontractors Insurance. Contractor shall require insurance of its subcontractors for the types and coverage limits appropriate for the exposure within each subcontractor agreement. In no event shall the insurance required of the Contractor be reduced or altered by the coverage maintained by subcontractors.

Minimum Amount of Coverage for all Listed Subcontractors:

Contractor shall require and verify that all subcontractors maintain insurance meeting all requirements stated herein.

Contractor shall ensure that CENTRAL SAN is an additional insured on insurance required from subcontractors.

The bodily injury, personal injury and property damage liability of the Commercial General Liability insurance shall provide coverage in the following minimum limits of liability: $2,000,000 on account of any one occurrence for bodily injury and property damage, $4,000,000 personal and advertising injury limit with an annual general aggregate limit of not less than $4,000,000, and $2,000,000 products and completed operations aggregate. The Automobile Liability insurance policy shall provide minimum limits of $1,000,000 per accident as a combined single limit arising out of the ownership, maintenance, or use of any owned or non-owned vehicles. These minimum amounts of insurance coverage do not preclude Contractor from requiring higher limits or additional insurance coverage as it deems necessary.

Minimum Amount of Coverage for Unlisted Subcontractors:

Docusign Envelope ID: 1AB85B74-93EB-43CE-A870-5FCD00943784 4884-5183-7680 v1
Contractor shall require and verify that all subcontractors maintain insurance meeting all requirements stated herein. Contractor shall ensure that CENTRAL SAN is an additional insured on insurance required from subcontractors.

The bodily injury, personal injury and property damage liability of the Commercial General Liability insurance shall provide coverage in the following minimum limits of liability: $2,000,000 on account of any one occurrence for bodily injury and property damage, $1,000,000 personal and advertising injury limit with an annual general aggregate limit of not less than $2,000,000, and $1,000,000 products and completed operations aggregate. The Automobile Liability insurance policy shall provide minimum limits of $1,000,000 per accident as a combined single limit arising out of the ownership, maintenance, or use of any owned or non-owned vehicles. These minimum amounts of insurance coverage do not preclude the Contractor from requiring higher limits or additional insurance coverage as it deems necessary.

Docusign Envelope ID: 1AB85B74-93EB-43CE-A870-5FCD00943784 Rev 1
PROJECT SPECIFICATIONS for BIDDING (Addendum 3) 09/2310/25/2024

THE RINK SPORTS PAVILION PROJECT SUMMARY OF WORK
CITY OF SANTA CLARITA P-3034A 01 11 00-6
c. Erection or dismantling of vertical shoring systems more than three stories high, or the equivalent height (36 feet).

2. The local Cal/OSHA Occupational Safety & Health district office is located at:
6150 Van Nuys Blvd., Suite 405
Van Nuys, CA 91401
(818) 901-5403
B. All other permits that may be required, such as electrical, mechanical, Fire prevention, Health Department, irrigation, grading, slope protection, tree cutting, etc., have not been applied for and shall be obtained by Contractor. Any applicable City permit fees will be waived or reimbursed to the extent specified in Document 00 72 00 (General Conditions).

1.13 Actual Damages for Permit Violations
A. In addition to damages which are impracticable or extremely difficult to determine, for which liquidated damages will be assessed as described in Document 00 52 00 (Agreement) and Document 00 72 00 (General Conditions), Owner may incur actual damages, including fines imposed by any regulatory agency
B. Contractor shall be liable for and shall pay Owner the amount of any actual losses in addition to liquidated damages or other remedies provided by the Contract Documents.

C. The amount of liquidated damages provided in Document 00 52 00 (Agreement) and Document 00 72 00 (General Conditions) is not intended to include, nor does the amount include, any damages incurred by Owner for reasons other than those listed in that paragraph.

Any money due or to become due to Contractor may be retained by Owner to cover both the liquidated and the actual damages described above and, should such money not be sufficient to cover such damages, Owner shall have the right to recover the balance from Contractor or its sureties.

PART 2 PRODUCTS

2.01 Owner-Furnished Products (NONE, all owner furnished products will be owner installed OFOI)

2.02 Refer to plans for menu boards and DJ booth equipment identified as Owner Furnished, Contractor Installed

2.01 PART 3 EXECUTION – NOT USED

END OF SECTION
Docusign Envelope ID: 1AB85B74-93EB-43CE-A870-5FCD00943784 PROJECT SPECIFICATIONS for BIDDING (ADDENDUM 2) 1009/253/2024

THE RINK SPORTS PAVILION PROJECT CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT CITY OF SANTA CLARITA P-3034A 01 74 19-4
F. Records of Sales: Indicate receipt and acceptance of salvageable waste sold to individuals and organizations. Indicate whether organization is tax exempt.

G. Recycling and Processing Facility Records: Indicate receipt and acceptance of recyclable waste by recycling and processing facilities licensed to accept them. Include manifests, weight tickets, receipts, and invoices.

H. Landfill and Incinerator Disposal Records: Indicate receipt and acceptance of waste by landfills and incinerator facilities licensed to accept them. Include manifests, weight tickets, receipts, and invoices.

I. USGBC Submittal: Submit documentation to USGBC, signed by Contractor, tabulating total waste material, quantities diverted and means by which it is was diverted, and statement that requirements for the credit have been met. Respond to additional request from USGBC until they have made their determination on the projects certificated application.

J.I. Qualification Date: For waste management coordinator.

K.J. Statement of Refrigerant Recovery: Signed by refrigerant recovery technician responsible for recovering refrigerant, stating that all refrigerant that was present was recovered and the recovery was performed according to EPA regulation. Include name and address of technician and date refrigerant was recovered.

1.05 QUALITY ASSURANCE
A. Waste Management Coordinator Qualifications: Experienced firm, with a record of successful waste management coordination of projects with similar requirements, that employs an Accredited Professional, certified by the USGBCCity, as waste management coordinator.

B. Refrigerant Recovery Technician Qualifications: Certified by EPA-approved certification program.

C. Regulatory Requirements: Comply with hauling and disposal regulations of authorities having jurisdiction.

D. Waste Management Conference: Conduct conference at Project site to comply with requirements in Section 01 31 00 "Project Management and Coordination." Review methods and procedures related to waste management including, but not limited to, the following:

1. Review and discuss waste management plan including responsibilities of waste management coordinator.

2. Review requirements for documenting quantities of each type of waste and its disposition.

Docusign Envelope ID: 1AB85B74-93EB-43CE-A870-5FCD00943784 Rev 1
PROJECT SPECIFICATIONS for BIDDING (Addendum 3) 05/2010/25/2024

THE RINK SPORTS PAVILION PROJECT COLD FORMED METAL FRAMING CITY OF SANTA CLARITA P-3034A 05 41 00-1
SECTION 05 41 00

COLD-FORMED METAL FRAMING
PART 1 – GENERAL

1.01 SUMMARY
A. Section Includes:

1. Load-bearing metal stud systems.

1. Hot-dip galvanizing of structural steel articles.

2. Hot-dip galvanizing of fabricated steel assemblies.

3. Preparation of galvanized steel assemblies for painting.

B. Related Sections:

1. Division 01 - General Requirements.

2. Section 01 45 23 - Testing and Inspection.

3. Section 05 12 00 - Structural Steel Framing.

4. Section 09 22 16 - Non-Structural Metal Framing.

1. Division 01 - General Requirements.

2. Section 05 12 00: Structural Steel Framing.

3. Section 05 50 00: Metal Fabrications.

4. Section 05 51 00: Metal Stairs and Railings.

5. Section 09 90 00: Painting and Coating.

1.02 REFERENCES
A. American Iron and Steel Institute (AISI):

1. AISI D100 Cold-Formed Steel Design Manual

2. AISI S100 North American Specification for the Design of ColdFormed Steel Structural Members B. American Society for Testing and Materials (ASTM):

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1. ASTM A1008/A1008M Standard Specification for Steel, Sheet, Cold-Rolled, Carbon, Structural, High-Strength Low Alloy, HighStrength Low Alloy with Improved Formability, Solution Hardened, and Bake Hardenable

2. ASTM A1011/A1011M Standard Specification for Steel, Sheet and Strip, HotRolled, Carbon, Structural, High-Strength Low-Alloy, High-Strength Low-Alloy with improved Formability,
and Ultra-High Strength
C. The Society for Protective Coatings (SSPC):

1. SSPC-PA 1 Shop, Field, and Maintenance Painting of Steel A. American Galvanizers Association (AGA):

1. Inspection of Products Hot-dip Galvanized after Fabrication.

2. The Design of Products to be Hot-dip Galvanized after Fabrication.

3. Recommended Details of Galvanized Structures.

B. ASTM International (ASTM):

1. ASTM A123 – Standard Specification for Zinc (Hot-Dipped Galvanized) Coatings on Iron and Steel Products.

2. ASTM A143 – Standard Practice for Safeguarding Against Embrittlement of Hot-Dip Galvanized Structural Steel Products and Procedure for Detecting Embrittlement.

3. ASTM A153 – Standard Specification for Zinc Coating (Hot-Dip) on Iron and Steel Hardware.

4. ASTM A384 – Standard Practice for Safeguarding Against Warpage and Distortion during Hot-Dip Galvanizing of Steel Assemblies.

5. ASTM A385 – Standard Practice for Providing High-Quality Zinc Coatings (Hot-Dip).

6. ASTM A780 – Standard Practice for Repair of Damaged and Uncoated Areas of Hot-Dip Galvanized Coatings.

7. ASTM B6 – Standard Specification for Zinc.

8. ASTM D6386 – Standard Practice for Preparation of Zinc (Hot-Dip Galvanized) Coated Iron and Steel Product and Hardware Surfaces for Painting.

9. ASTM D7803 - Standard Practice for Preparation of Zinc (Hot-Dip Galvanized) Coated Iron and Steel Product and Hardware Surfaces for Powder Coating.

10. ASTM E376 - Measuring Coating Thickness by Magnetic-Field or EddyCurrent (Electromagnetic) Test Methods.

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C. The Society for Protective Coatings (SSPC):

1. SSPC-SP1 – Solvent Cleaning.

2. SSPC-SP2 – Hand Tool Cleaning.

3. SSPC-SP3 – Power Tool Cleaning.

4. SSPC-SP5 – White Metal Blast Cleaning.

5. SSPC-SP7 – Brush-Off Blast Cleaning.

6. SSPC-SP10 – Near White Blast Cleaning.

7. SSPC-SP11 – Power Tool Cleaning to Bare Metal.

8. SSPC-SP16 - Brush-Off Blast Cleaning of Coated and Uncoated Galvanized Steel, Stainless Steels, and Non-Ferrous Metals.

1.03 SUBMITTALSCOORDINATION WITH STEEL FABRICATOR
A. Shop Drawings: Submit drawings showing framing, connection details, accessories and anchorage. Indicate location of assemblies, size and spacing of framing components.

B. Product Data: Submit manufacturer's catalog data for each item proposed for installation.

C. Certificates: Furnish manufacturer's certification that materials meet or exceed Specification requirements.

A. Prior to fabrication, steel fabricators shall submit approved fabrication shop drawings to the galvanizer. The Galvanizer shall review fabricator shop drawings for suitability of materials for galvanizing and coatings and coordinate any required fabrication modifications.

B. Steel Fabricator shall notify the galvanizer of steel fabrications that exceed the ASTM A385 recommended percentages for carbon, phosphorus, manganese and silicon, so special galvanizing processing techniques are used.

C. Coordinate with steel fabricator appropriate marking and masking materials.

1.04 QUALITY ASSURANCE
A. C A. Comply with following as a minimum requirement:

B. 1. AISI - Specifications for Design of Cold Formed Steel Structural Members.

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THE RINK SPORTS PAVILION PROJECT COLD FORMED METAL FRAMING CITY OF SANTA CLARITA P-3034A 05 41 00-4
C. 2. Welds shall be performed by AWS certified welders. Welding shall be performed in accordance with requirements of American Welding Society (AWS) Structural Welding Code-Steel D1.1 and D1.3. Structural welding Code-Sheet Steel.

D. 3. Welding shall be inspected by a special inspector, approved by the city to inspect Work of this section. The Project Inspector shall be responsible for monitoring work of special inspector to ensure that inspection program is satisfactorily completed.

A. oating Applicator: Company specializing in hot-dip galvanizing after fabrication following the procedures in the Quality Assurance Manual of the American Galvanizers Association.

B. Galvanizer shall have an in-plant inspection program designed to maintain the coating thickness, finish, and appearance within the requirements of this Section.

1.05 SUBMITTALS
A. Galvanizing Certificate of Compliance: Provide notarized Certificate of Compliance with ASTM standards and specifications herein listed. The Certificate shall be signed by the galvanizer and contain a detailed description of the material processed. The Certificate shall include information as to the ASTM standard used for the coating.

1.056 DELIVERY, STORAGE AND HANDLING
A. Materials shall be delivered in their original unopened packages and stored protected from damage. Do not store material directly on grade. Provide adequate support to prevent bowing of material prior to installation.

B. Store welding electrodes in accordance with AWS D12.1.

A. Package and handle galvanized material in a manner which will avoid damage to the zinc coating.

B. Store in dry, well-ventilated conditions until shipping.

PART 2 - PRODUCTS

2.01 MATERIALS MANUFACTURERS
A. Provide studs, tracks, joists, header, and accessories manufactured by one of following:

1. ClarkWestern Building Systems.

2. Dietrich Industries, Inc.

3. Marino/WARE.

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THE RINK SPORTS PAVILION PROJECT COLD FORMED METAL FRAMING CITY OF SANTA CLARITA P-3034A 05 41 00-5
4 Cemco.

5. Equal.

A. B. Steel for Galvanizing: As specified in Sections:

1. Section 05 1200: Structural Steel Framing.

2. Section 05 5000: Metal Fabrications.

3. Section 05 5100: Metal Stairs and Railings.

Special Connection Accessories: Products manufactured by The Steel Network, Inc., or equal.Zinc for Galvanizing: Conform to ASTM B6, as specified in ASTM A123.

2.02 MATERIALS
A. Steel: Steel for light gage structural framing, studs, tracks, joists, bridging, sills and headers, shall conform with ASTM A1011/A1011M, minimum Grade 33, or ASTM A1008/A1008M, minimum Grade C, with a minimum yield point of 33,000 psi. Light gage structural framing shall conform with applicable requirements of AISI S100 and D100. Framing members and accessories shall be delivered to the job with manufacturer’s standard oven-dried coat of corrosion-inhibitive metal primer.

B. Framing Members:

1. Studs: “C” studs or standard channel studs of sizes indicated. Studs shall be 16 gage steel unless noted otherwise. Studs shall be unpunched where required to be bolted.

2. Tracks: Unpunched channels, of same size, type, and, gage (metal thickness) as studs, for floor and ceiling tracks.

3. Joists: Punched channel joists of sizes indicated. Joists shall be 16 gage steel as indicated. Short lengths may be 18 gage steel. Joists shall be unpunched where required to be bolted. Provide joists for floors, ceilings, and soffits as indicated.

4. Heavier Members: Where studs or joists are required to be heavier steel because of long lengths or heavy loads, provide 12 or 14 gage components as indicated or required.

C. Screws: Self-drilling, self-tapping hardened steel screws manufactured specifically for the purpose and capable of penetrating 12 gage or heavier sheet steel of structural quality. Provide screws with corrosion-inhibitive coating.

D. Bolts: 1/4-inch diameter hot-dip galvanized steel bolts with matching nuts. Provide hot-dip galvanized washers for all bolt heads and nuts.

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THE RINK SPORTS PAVILION PROJECT COLD FORMED METAL FRAMING CITY OF SANTA CLARITA P-3034A 05 41 00-6
E. Powder-Driven Fasteners: 1/4-inch diameter fasteners with washers, may be used for attaching tracks in lieu of anchor bolts if first approved by the Engineer for the location. Use washers with all inserts. Powder-driven fasteners will not be permitted for use on concrete curbs or along the edge of concrete or a concrete joint.

F. Expansion Bolts: Hot-dip galvanized expansion type anchors with matching hot-dip galvanized steel bolts or studs with nuts, minimum 1/4-inch diameter, may be used for attaching tracks in lieu of anchor bolts if first approved by the Engineer for the location. Use washers under all bolt heads and nuts. Expansion bolts shall be located at least 4 inches from the edges or corners of concrete.

PART 3 – EXECUTION

3.01 INSTALLATIONPREPARATION

Remove welding slag, splatter, anti-splatter compounds and burrs remaining in steel articles.

A. Install plumb and true. Install necessary accessories for proper installation.

B. Anchor top and bottom runner track to ceiling or roof structure overhead and to floor structure below.

C. Install studs squarely in top and bottom runner track with firm abutment against track webs.

D. Align and plumb studs, and fasten to flanges of both top and bottom runner tracks.

E. Provide three studs minimum at corners of stud walls. Locate so as to provide surfaces for attachment of interior and exterior facing materials.

F. Members not indicated to be welded together shall be attached with manufacturer recommended screws with minimum one screw at each flange of stud to top and bottom track. Wire tying of framing members is not permitted.

G. Provide lateral bracing and bridging in accordance with manufacturer's written recommendations or as required by CBC.

H. Intersecting walls and partitions, whether load-bearing or not, shall be connected.

I. Splices in axially loaded studs are not permitted.

J. Splice or butt weld butt joints in runner tracks. No splices are permitted in tracks over lintels, diaphragm sheathing, or diagonal bracing.

K. Weld connections by fillet welds or plug welds in accordance with AWS recommended procedures and practices.

L. Touch-up field abrasions and welds with galvanizing touch-up material.

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THE RINK SPORTS PAVILION PROJECT COLD FORMED METAL FRAMING CITY OF SANTA CLARITA P-3034A 05 41 00-7
M. Studs that frame door openings shall be clipped to floor with 14 gage angle clips. Each clip to have two fasteners into studs and two fasteners into floor.

N. Provide additional joists or blocking adjacent to exterior and interior walls, openings and elsewhere as required to provide support for indicated ceiling construction.

O. Provide an additional joist under parallel partitions where partition length exceeds ½ joist span and around floor and roof openings which interrupt one or more spanning members.

A. Provide drainage and venting holes in tubular assemblies. In thicker material drill holes in place of punching. Holes shall have a relatively uniform circumference. Punched holes or burned holes with a plasma torch shall be treated with a drill to even the diameter to appropriate size.

B. Masking installed by steel fabricator shall remain in place through galvanizing process completion.

C. Provide lifting lugs to allow for handling during galvanizing. Avoid the use of chains or wires directly connected to steel articles.

D. Safeguard against warpage or distortion of steel members in accordance with ASTM A384.

E. Pre-clean steel work in accordance with accepted methods to produce an acceptable surface for quality hot-dip galvanizing. Remove surface contaminants and coatings that are not removable by the normal chemical cleaning process in the galvanizing operation by grit-blasting, sand-blasting, or other mechanical means.

F. Follow the degreasing, pickling and fluxing steps to remove remaining oxides and to deposit a protective layer on the steel to prevent any further oxides from forming on the surface prior to immersion in the molten zinc.

3.02 COATING APPLICATION
A. Galvanize steel articles, fabrications and assemblies by the hot-dip process in accordance with ASTM A123. The bath chemistry shall be as specified by ASTM B6, and requires at least 98% pure zinc maintained at approximately 840 F.

B. Galvanize bolts, nuts, washers and iron and steel hardware components in accordance with ASTM A153.

C. Safeguard products against steel embrittlement in conformance with ASTM A143.

D. Once the fabricated items’ coating growth is complete, withdraw slowly from the galvanizing bath, and remove the excess zinc by draining, vibrating, and/or centrifuging.

E. Prepare galvanized products for powder coating in accordance to ASTM D7803.

Prepare galvanized products for painting in accordance to ASTM D6386.

F. Handle articles to be galvanized in such a manner as to avoid mechanical damage and to minimize distortion.

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THE RINK SPORTS PAVILION PROJECT COLD FORMED METAL FRAMING CITY OF SANTA CLARITA P-3034A 05 41 00-8
G. Apply a chromate passivation treatment to fabrications that will not be painted after galvanizing to minimize the wet storage staining which may occur on articles unable to be stored in dry, well-ventilated conditions.

3.0302 BACKING PLATESCOATING REQUIREMENTS
Install backing plates and reinforcing of the various types indicated or required for the mounting of all items on or in partitions, framed walls, or shafts. Exact position of backing work shall be as designated by the trade whose work will be fastened thereto.

The end result shall be that all items attached to or framed in gypsum wallboard surfaces shall be firmly and solidly mounted.

1. Backing plates for grab bars, handrails, and cabinets shall be a minimum of 16 gage galvanized steel, four (4) inches in height, and shall span at least two studs. Backing plates for toilet accessories and other items requiring backing shall be a minimum of 20 gage galvanized steel, four (4) inches in height, and shall span at least one stud past point of connection.

A. Conform to paragraph 6.1 of ASTM A123, or Table 1 of ASTM A153, as applicable.

B. Surface Finish: Continuous, adherent, as smooth and evenly distributed as possible and free from any defect detrimental to the stated end use of the coated article C. Adhesion: Withstand normal handling consistent with the nature and thickness of the coating and normal use of the article.

3.034 CONNECTIONS TO METAL DECKINGTESTS
A. Provide premolded neoprene filler strips matching flute profile for non-fire-rated walls and partitions covered on one or both sides up to metal decking.

B. Top runner track of fire-rated partitions shall be a minimum of 36 mils (20 gage), unless noted otherwise, and attached to metal deck with required fasteners at spacing required for fire rating, but in no case over 16 inches on center. Areas above runner shall be friction fit with a minimum depth of 2 ½ inches of 4 pounds per cubic foot density mineral wool insulation. A minimum of ½ inch of firestopping compound shall be installed to each side of mineral wool insulation for a one-hour system, and one inch of firestopping for a two-hour system. Install required special tracks, angles, fasteners and strips of gypsum wallboard to provide required fire resistance rating.

C. Fire-rated top tracks shall be installed in accordance with manufacturer's recommendations and fire rating approval requirements.

A. Inspection and testing of hot-dip galvanized coatings shall be done under the guidelines provided in the AGA publication Inspection of Products Hot-dip Galvanized after Fabrication. Tests and inspections shall be performed immediately after the coating is applied and has cooled to ambient temperature, and before it leaves the galvanizing facility.

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THE RINK SPORTS PAVILION PROJECT COLD FORMED METAL FRAMING CITY OF SANTA CLARITA P-3034A 05 41 00-9
B. Include visual examination and test methods in accordance with ASTM A123, or A153, as applicable, to determine the thickness of the zinc coating on the metal surface.

C. During the visual inspection, if adhesion concerns are suspected, such as peeling or flaking of the galvanized coating, then adhesion testing using the stout knife method shall be conducted. Embrittlement testing is required when there is evidence of embrittlement and shall be conducted per the requirements of ASTM A143.

D. Upon completion of tests furnish notarized Certificate of Compliance with ASTM standards and specifications herein listed.

3.0504 QUALITY CONTROLREPAIR OF DAMAGED COATINGS
A. Welding Inspection:

1. Inspection of field welding operations shall be performed by special inspector.

2. The special inspector shall inspect material, equipment, procedures, welds, and welder qualifications.

A. Smooth out rough surfaces, bumpy or high spots and icicles by hand filing or power sanding the area without removing any more zinc coating than necessary. Repair damaged galvanized surface with a zinc rich coating.

B. Repair areas damaged during galvanizing process or handling by one of the approved methods in accordance with ASTM A780 whenever damage exceeds 3/16” in width.

Minimum thickness requirements for the repair shall be per ASTM A123, Section 6.2.

C. Remove lifting lugs and repair coating with a zinc rich coating.

D. Surface preparation for application of zinc rich coating shall be in accordance to ASTM A780.

1. Clean areas in accordance to SSPC-SP2.

2. Prepare surface for zinc spray in accordance to SSPC-SP5, or zinc rich paint repair in accordance to SSPC-SP10.

3.05 CLEAN UPPREPARATION FOR TOP COATING
A. Remove rubbish, debris, and waste materials and legally dispose of off Project site.

A. Galvanized fabrications indicated on the drawings to be painted shall be prepared in accordance to ASTM D6836.

1. Surface cleaning prior to surface preparation in accordance to SSPC-SP1.

2. Removal of zinc high spots and cleaning of light deposits of zinc reaction products in accordance to SSPC-SP2 or SSPC-SP3.

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THE RINK SPORTS PAVILION PROJECT COLD FORMED METAL FRAMING CITY OF SANTA CLARITA P-3034A 05 41 00-10

3. Profile surface in accordance to SSPC-SP7 or SSPC-SP11.

3.06 PROTECTION
A. Protect Work of this section until Substantial Completion.

B. Galvanized fabrications indicated on the drawings to be powder coated shall be prepared in accordance to ASTM D7803.

1. Surface cleaning and removal of oil and grease in accordance to SSPC-1.

2. Surface smoothing and removal of loose particles in accordance to SSPC-SP-2 or SSPC-SP3.

3. Sweep blasting and surface profiling in accordance to SSPC-SP16.

END OF SECTION
Docusign Envelope ID: 1AB85B74-93EB-43CE-A870-5FCD00943784 Rev 1
PROJECT SPECIFICATIONS for BIDDING (Addendum 3) 05/2010

THE RINK SPORTS PAVILION PROJECT COMPOSITE WOOD
CITY OF SANTA CLARITA P-3034A 06 73 00-1
SECTION 06 73 00

COMPOSITE WOOD
PART 1 GENERAL

1.01 Section Includes
A. Composite Wood.Decking

1.02 Related Sections
A. Section 03 30 00 – Cast-In Place Concrete
B. Section 06 10 00 – Rough Carpentry

1.03 References
A. ASTM D-7032-04: Standard Specification for Establishing Performance Ratings for Wood-Plastic Composite Deck Boards and Guardrail Systems (Guards or Handrails), ASTM International.

B. ASTM D-7031-04: Standard Guide for Evaluating Mechanical and Physical Properties of Wood-Plastic Composite Products, ASTM International
C. ASTM E-84-01: Test Method for Surface Burning Characteristics of Building Materials, ASTM International.

D. ASTM D 570: Water Absorption of Plastics
E. ASTM D 1761: Mechanical Fasteners in Wood
F. ASTM D -1413-99: Test method for Wood Preservatives by Laboratory Soil-block Cultures
G. ASTM C177: Standard Test Method for Steady-State Heat Flux Measurements and Thermal Transmission Properties by Means of the Guarded-Hot-Plate Apparatus

1.04 Design/Performance Requirements
A. Structural Performance:
a. Deck: Uniform Load – 100lbf/sq.ft.
b. Tread of Stairs: Concentrated Load: 750 lbf/sq.ft., and 1/8” max. deflection with a concentrated load of 300 lbf on area of 4 sq. in.

B. Fire-Test Response Characteristics per ASTM E-84.

1.05 Submittals
A. Product Data Indicate sizes, profiles, surface style, and performance characteristics.

Docusign Envelope ID: 1AB85B74-93EB-43CE-A870-5FCD00943784 Rev 1
PROJECT SPECIFICATIONS for BIDDING (Addendum 3) 05/2010/25/2024

THE RINK SPORTS PAVILION PROJECT ROOF SPECIALTIES
CITY OF SANTA CLARITA P-3034A 07 71 00-2
C. Coordinate opening sizes and installation with roofing and related Work to ensure fit and installation.

D. Pre-installation Meetings: Refer to Division 07 roofing sections as appropriate. Attend the pre-installation and inspection meetings for roofing Work.

1.04 DELIVERY, STORAGE AND HANDLING
A. Protect roof specialties and accessories by storing above grade on required skids or supports. Protect from physical damage and do not install bent or damaged materials.

PART 2 - PRODUCTS

2.01 ACCEPTABLE MANUFACTURERS
A. Roof Hatches:

1. Babcock Davis.

2. Bilco Company.

3. Lane-aire Model CRH.

4. Dur-Red Products.

5. Equal.

2.02 PRODUCTS
A. Roof Hatches: Babcock Davis model BRHU. Provide roof hatches of indicated sizes.

Hatches shall be fabricated of galvanized steel, 14 gage curb and cover, 22 gage cover liner, and 1 inch thick insulation in cover and curb. Cover shall operate by a compression spring enclosed in a telescopic case or enclosed torsion spring, with automatic hold-open arm. Provide padlock hasp on inside of unit. Include the following accessories:

1. Roof hatch safety railing: Babcock Davis, providing a permanent means of fall protection for roof hatch openings. Rail system shall meet OSHA Standard 29 CFR 1910.23(a)(3). Railing model, configurations and dimensions shall provide necessary protection and as indicated in drawings.

1. Roof hatch safety railing: Babcock Davis model BSRCAY, providing a permanent means of fall protection for roof hatch openings. Rail system shall meet OSHA Standard 29 CFR 1910.23(a)(3).

2. Ladder extensions. Bilco Model 1, "LadderUP Safety Post,” Maxam Metal Products, “Spring Balance Safety Post”, or equal, on fixed ladders below roof hatches. Device shall be manufactured of high strength steel with telescoping tubular section that locks automatically when fully extended. Upward and downward movement shall be controlled by a stainless steel spring balancing mechanism. Finish shall be hot dip galvanized. Unit shall be completely assembled Docusign Envelope ID: 1AB85B74-93EB-43CE-A870-5FCD00943784 Rev 1
PROJECT SPECIFICATIONS for BIDDING BIDDING
(Addendum 3) 05/2010/25/2024

THE RINK SPORTS PAVILION PROJECT TILING
CITY OF SANTA CLARITA P-3034A 09 30 13-6

2. Cleaner: Aqua Mix Concentrated Tile Cleaner, neutral phosphate-free cleaner, Custom Building Products Tile Lab Concentrated Tile and Stone Cleaner, or Mapei Ultracare cleaner.

3. Sealer: Aqua Mix Penetrating Sealer, fungus- and bacteria-resistant, stainresistant, and slip-resistant as specified for tile, Custom Building Products Tile Lab Surface Gard, Mapei Ultracare, or equal.

M. Sealants:

1. Sealant and primer shall be from one manufacturer, acceptable to tile and grout manufacturers. See Section 07 92 00 - Joint Sealants.

2. Ceramic Mosaic Tile: One-Part, Mildew-Resistant Silicone Sealant: ASTM C920; Type S; Grade NS; Class 25; Uses NT, G, A, and, as applicable to nonporous joint substrates indicated, O; formulated with fungicide, intended for sealing interior ceramic tile joints and other nonporous substrates that are subject to in-service exposures of high humidity and extreme temperatures.

2.03 TILE
A. Unglazed Porcelain Floor Tile:

1. Size and type: As indicated in drawings.

2. Colors and patterns as indicated in drawings or as selected by Architect.

3. Slip Resistance: Resistant to slipping appropriate to the installed conditions of use, as required by the California Building Code, ADAAG, ANSI 137.1 and TCNA.

B. Wall Tile:

1. Size and type: As indicated in drawings

2. Colors and patterns as indicated in drawings or as selected by Architect.

C. Trim:

1. Integral bullnose at external corners.

2. Provide bullnose where tile projects from jamb.

3. Tile base with wall tile above

4. Bullnose at wainscot, height as shown in drawings.

D. Stone Thresholds:

Docusign Envelope ID: 1AB85B74-93EB-43CE-A870-5FCD00943784 Rev 1
PROJECT SPECIFICATIONS for BIDDING BIDDING (Addendum
3) 05/2010/25/2024

THE RINK SPORTS PAVILION PROJECT FIBERGLASS REINFORCED WALL PANELS CITY OF SANTA CLARITA P-3034A 09 77 00-4

2. Tolerance:
a. Length and Width: +/-1/8 “ (3.175mm)
b. Square - Not to exceed 1/8 “ for 8 foot (2.4m) panels or 5/32 “ (3.96mm) for 10 foot (2.4m) panels
B. Properties: Resistant to rot, corrosion, staining, denting, peeling, and splintering.

1. Flexural Strength - 1.7 x 104
psi per ASTM D 790.

2. Flexural Modulus – 6.0 x 105
psi per ASTM D 790.

3. Tensile Strength – 8.0 x 103
psi per ASTM D 638.

4. Tensile Modulus – 9.43 x 105
psi per ASTM D 638.

5. Water Absorption - 0.17% per ASTM D 570.

6. Barcol Hardness (scratch resistance) of 30 as per ASTM D 2583.

7. Izod Impact Strength of 7.0 ft. lbs./in ASTM D 256
C. Back Surface: Smooth. Imperfections which do not affect functional properties are not cause for rejection.

D. Front Finish:

1. Colors: As indicated in drawings.Colors: P106 Beige, as indicated in drawings or as selected from manufacturer’s color chart.

2. Surface: As indicated in drawings.Surface: Pebbled (indicated by “P”).

3. Fire Rating: As indicated in drawings.

4. Size: As indicated on drawings.

2.03 BASE
A. Marlite Base Molding for 0.090” (2.29mm) thick FRP Panels

1. Color: As selected from Manufacturer's standard color chart.

2. Profiles:
a. M 612 FRP Base Molding, 10’ length
b. M 651 Inside Corner
c. M 660 Outside Corner
d. M 620 LH End Cap
e. M 625 RH End Cap
Docusign Envelope ID: 1AB85B74-93EB-43CE-A870-5FCD00943784 Rev 1
PROJECT SPECIFICATIONS for BIDDING (Addendum 3) 05/2010/25/2024

THE RINK SPORTS PAVILION PROJECT FIBERGLASS REINFORCED PLASTIC CITY OF SANTA CLARITA P-3034A 09 77 13-5
B. Propriotary Products/System: Composite wall and ceiling panels, including the following: FiberLite, Fiberglass Reinforced Plastic (FRP) Panels.

1. Texture: Smooth, High Pressure Laminate (HPL)

2. Thickness: 0.090"

3. Fire-Rating Class: A

4. Color: As selected by Architect from manufacturer's standard colors.Color” As indicated in drawings

5. Size: As indicated in drawings.

6. Physical Properties:Texture: As indicated in drawings.

C. Or Approved equal.

2.02 ACCESSORIES
A. Moldings: Aluminum coordinating moldings, color as selected by Architect from manufacturer's color chart.

PART 3: EXECUTION

3.01 MANUFACTURER’S INSTRUCTION
A. Adhesive: Provide panel adhesive as recommended by panel manufacturer.

B. Trim and Seam Treatment:

1. Manufacturer: Acceptable to panel manufacturer.

2. Material and Color: Aluminum moldings, color as selected by Architect.

C. Fasteners: Provide appropriate fasteners and accessories as required to properly complete installation.

3.03 PREPARATION
A. Comply with the instructions and recommendations of the durable, decorative wall panel manufacturer.

B. Site Verification of Conditions: Verify substrate conditions, which have been previously installed under other sections, are acceptable for product installation in accordance with manufacturer’s instructions. Verify that site conditions are acceptable for installation of durable, decorative wall panels. Examine back-up surfaces to determine that corners are plumb and straight, surfaces are smooth, uniform, clean and free from foreign matter, nails are countersunk and joints and cracks are filled flush and Docusign Envelope ID: 1AB85B74-93EB-43CE-A870-5FCD00943784 Rev 1
PROJECT SPECIFICATIONS for BIDDING (Addendum 3) 05/2010/25/2024

THE RINK SPORTS PAVILION PROJECT SOLID PLASTIC TOILET COMPARTMENTS CITY OF SANTA CLARITA P-3034A 10 21 16-2
A. Manufacturer Qualifications: Minimum 5 years’ experience in manufacture of solid plastic toilet compartments with products in satisfactory use under similar service conditions.

B. Installer Qualifications: Minimum 5years experience in work of this Section.

1.06 DELIVERY, STORAGE AND HANDLING
A. Deliver materials to Project site with manufacturer's labels intact and legible, in sealed containers. Materials shall be kept dry.

B. Protect compartments and screens.

1.07 COORDINATION
A. Field Measurements: Secure field measurements prior to fabrication, for proper and adequate fabrication and installation of the Work of this section.

B. Furnish inserts and anchorage built into other construction for installation of toilet compartments, urinal screens and vision panels.

1.07 WARRANTY
A. Provide manufacturer’s 25 year warranty against breakage, corrosion, and delamination under normal conditions.

PART 2 - PRODUCTS

2.01 MANUFACTURERS
A. Basis of Design: Scranton Products.(www.scrantonproducts.com) B. Product: Hiny Hinders

2.02 MATERIALS
A. Toilet Doors, Panels and Pilasters:

1. High density polyethylene (HDPE), fabricated from polymer resins compounded under high pressure, forming single thickness panel.

2. Waterproof and nonabsorbent, with self-lubricating surface, resistant to marks by pens, pencils, markers, and other writing instruments.

3. 1 inch thick with edges rounded to 1/4 inch radius.

4. Color: MahoganyMocha – Orange Peel
B. Aluminum Extrusions: ASTM B221, 6463-T5 alloy and temper.

Docusign Envelope ID: 1AB85B74-93EB-43CE-A870-5FCD00943784 Rev 1
PROJECT SPECIFICATIONS for BIDDING (Addendum 3) 05/2010/25/2024

THE RINK SPORTS PAVILION PROJECT TOILET AND JANITOR ACCESSORIES CITY OF SANTA CLARITA P-3034A 10 28 13-2
B. Coordinate requirements of Section 10 21 16 – Solid Plastic Toilet Compartments to ensure that correct openings are provided in partitions for toilet accessories where required.

1.05 DELIVERY, STORAGE AND HANDLING
A. Protect accessories from damage.

PART 2 - PRODUCTS

2.01 GENERAL
A. Unless noted otherwise, Basis of Design: Bobrick Washroom Equipment, Inc. 6901 Tujunga Ave. North Hollywood, CA. 91605-6213, Tel: (818) 764-1000, or approved equal.

B. Accessories shall be provided with necessary anchoring devices and fasteners appropriate for surfaces on which items are to be fastened.

2.02 TOILET AND JANITOR ACCESSORIES
A. Refer to architectural drawings for Toilet and Janitor accessories schedule.

2.03 HAND DRYER
A. Basis of Design: As indicated in drawings.Model HDO3 as manufactured by Fastaire Hand Dryers Inc.

1. Wall mounted-vandal resistant.

2. UL Listed

3. ADA Compliant

4. 120V

2.04 MIRROR
A. Basis of Design: LED Sidelit Mirror as Manufactured by Bobrick.

PART 3 - EXECUTION

3.01 EXAMINATION
Docusign Envelope ID: 1AB85B74-93EB-43CE-A870-5FCD00943784 Rev 0
PROJECT SPECIFICATIONS for BIDDING (Addendum 3) 10/25/2024

THE RINK SPORTS PAVILION PROJECT MOTORIZED LIFT
CITY OF SANTA CLARITA P-3034A 05 05 13-1
SECTION 11 52 23

MOTORIZED LIFT
PART 1 - GENERAL

1.01 SUMMARY
A. Section Includes: Motorized lift.

B. Related Sections:

1. Section 05 12 00 – Structural Steel Framing

2. Section 09 22 16 – Non-Structural Metal Framing

3. Section 09 29 00 – Gypsum Board

4. Section 09 51 13 – Acoustical Metal Ceiling

1.02 ACTION SUBMITTALS
A. Refer to Section 01 33 00 Submittal Procedures.

B. Product Data: For each type of lift, including manufacturer recommended installation procedures.

C. Shop Drawings: Include dimensions, method of attachment, structural support, [bracing,] and electrical wiring.

D. Samples: Provide finish samples.

1.03 CLOSEOUT SUBMITTALS
A. Refer to Section 01 77 00 Closeout Submittals.

B. Maintenance data.

1.04 QUALITY ASSURANCE
A. Motors for Scissor Lifts shall be certified for use in the United States and Canada by Underwriters Laboratory (UL), Inc. and shall bear UL label. Scissor Lift SL and SLX are US UL Listed to UL 2442 and Canada UL Listed to CSA C22.2 No. 60065-03.

Docusign Envelope ID: 1AB85B74-93EB-43CE-A870-5FCD00943784 Rev 0
PROJECT SPECIFICATIONS for BIDDING (Addendum 3) 10/25/2024

THE RINK SPORTS PAVILION PROJECT MOTORIZED LIFT
CITY OF SANTA CLARITA P-3034A 05 05 13-2

1.05 DELIVERY, STORAGE AND HANDLING
A. Deliver motorized lifts in manufacturer’s original, unopened, undamaged containers with identification labels intact.

B. Inspect motorized lifts for freight damage, concealed or otherwise, upon delivery to project site. Report damage to freight carrier immediately for replacement of motorized lifts.

C. Store motorized lifts in resealed manufacturer’s original containers.

1.06 WARRANTY
A. Manufacturer’s 5-year limited warranty.

PART 2 - PRODUCTS

2.01 MANUFACTURER
A. Basis of Design: Draper, Inc.; 411 South Pearl Street; Spiceland, IN 47385-0425; Phone 765.987.7999; website www.draperinc.com
B. Source Limitations: Obtain motorized lifts from single manufacturer as a complete unit including necessary mounting hardware and accessories.

2.02 PERFORMANCE REQUIREMENTS
A. Seismic Bracing: Motorized lift suspension components and method of installation shall comply with requirements for Seismic Zone: Risk Category III.

2.03 MOTORIZED LIFTS
A. Electrically Operated, Scissor Lift: Electrically operated, tight stacking scissor type, lift for lowering and retracting mirror ball from ceiling storage location to position for show or service. Scissor Lift Model SL8 as manufactured by Draper, Inc. to include controls, mounting hardware, wiring, and other components required for complete operation. If installed in a non-plenum space, or if installed in a plenum space with Environmental Airspace Housing and Closure, the entire unit is US UL Listed to UL 2442 and Canada UL Listed to CSA C22.2 No. 60065-03.

1. Basis-of-Design Product: Scissor Lift (SL and SLX).
a. Limit Switches: Provide factory set at 18 inches and field adjustable. b. Maximum Lift Extension and Capacity:
1) SL8: Extension 8 feet (2.4 m), Capacity 118 LBS.

Docusign Envelope ID: 1AB85B74-93EB-43CE-A870-5FCD00943784 Rev 0
PROJECT SPECIFICATIONS for BIDDING (Addendum 3) 10/25/2024

THE RINK SPORTS PAVILION PROJECT MOTORIZED LIFT
CITY OF SANTA CLARITA P-3034A 05 05 13-3
c. Approximate Travel Speed: 90 inches in 60 seconds.
d. Voltage: 120V.

B. Operating Mechanism: Three sets of steel stabilizing scissors, positioned on sides and rear of operating pan, and two 3/16 inch diameter cables with 4200 foot-pounds tensile strength per cable, raise and lower operating pan with instantly reversible, thermally protected, lifetime lubricated, 3-wire motor with electric brake specified above.

C. Safety Belt: Provide lift with fail-safe inertial safety belt system.

D. Operating Pan: 2-3/4 by 20 by 20, 11 gauge steel pan with black powder coat paint finish for attachment of suspended mirror ball.

1. Mirror ball motor Attachment: Bolted to operating pan. a. Provide necessary material support as required for installation.

E. Cable Management System: Provide lift with means for attachment of cables to rear scissor to eliminate cord tangles. Include 120V pre-wired power cable.

F. Environmental Airspace Housing: Fabricated from steel panels for recessing mirror ball lift in ceiling space used as return air plenum. Provide with universal closure and metal trim to finish ceiling opening.

G. Ceiling Access Door: Provide hinged ceiling access door, size and type as indicated in drawings, installed to allow access to mirror ball and mount installed above ceiling.

H. Provide lift with 110 VAC, 60 HZ fused, switched duplex outlet to power mirror ball.

Outlet automatically energized in down position.

2.04 CONTROLS
A. Provide 1 control stations to lower, raise, and stop lift.

B. Single Station Control: 3-position, low voltage switch with white cover plate and momentary key switch with stainless steel cover plate.

C. Key Operated Power Supply Switch: Key operated switch to control 120 V power to mount operating switch. Provide with 2 keys.

Docusign Envelope ID: 1AB85B74-93EB-43CE-A870-5FCD00943784 Rev 0
PROJECT SPECIFICATIONS for BIDDING (Addendum 3) 10/25/2024

THE RINK SPORTS PAVILION PROJECT MOTORIZED LIFT
CITY OF SANTA CLARITA P-3034A 05 05 13-4
PART 3 - EXECUTION

3.01 PREPARATION
A. Coordinate layout and installation of motorized lifts with ceiling construction and related components penetrating or above ceilings such as lighting fixtures, mechanical equipment, ductwork, and fire-suppression system.

B. Coordinate requirements for blocking, structural supports, bracing, and ceiling openings to ensure proper installation of motorized lifts.

C. Coordinate location and requirements for power supply conduit, and wiring required for motorized lifts and controls.

D. Coordinate installation of recessed motorized lifts with construction of suspended ceiling panels specified.

E. Coordinate interface and installation of motorized lift controls with provision of motorized mirror ball and access door.

3.02 INSTALLATION
A. Install motorized lift and controls at locations and heights indicated on Drawings.

B. Install motorized lifts complete with necessary hardware, anchors, brackets and fasteners; according to manufacturer's written instructions and as specified.

3.03 FIELD QUALITY CONTROL
A. Test motorized lifts to verify that lifts, controls, limit switches, closures, and other operating components are functional. Correct deficiencies.

3.04 DEMONSTRATION
A. Demonstrate operation of motorized lifts to Owner's designated representatives.

3.05 PROTECTION
A. Protect motorized lifts after installation from damage during construction operations. If damage occurs, remove and replace damaged components or entire unit as required to provide units in their original, undamaged condition.

END OF SECTION
Docusign Envelope ID: 1AB85B74-93EB-43CE-A870-5FCD00943784 Rev 2
PROJECT SPECIFICATIONS for BIDDING (ADDENDUM 32) 10/25/2024 THE RINK SPORTS PAVILLION PROJECT Integrated Audio-Video Systems and Equipment CITY OF SANTA CLARITA 27 41 16-1
SECTION 27 41 16

INTEGRATED AUDIO-VIDEO SYSTEMS AND EQUIPMENT
PART 1 - GENERAL

1.01 SUMMARY
A. Provisions of Division 1 apply to this section.

B. Section Includes:

4. Design, engineer and provide complete means of support, suspension, attachment, fastening, bracing, and seismic restraints as required (hereinafter "support") of the Work of this Section., including future installed equipment, in accordance with local building codes and regulations. Provide engineering of such support by parties licensed to perform work of this type in the Project jurisdiction. Contractor shall obtain the services of an engineer licensed to perform this work within the state or jurisdiction it is to be performed.

5. The Contractor shall include all costs associated with structural engineering required by code for work in this section.

6.5. Use skilled mechanics that can return surfaces to the appearance of new work when modifying millwork.

7.6. Conduit and common back boxes including four square, pull boxes, junction boxes, etc. are supplied and installed by Division 26 Electrical Contractor. Connection panels that install in these boxes are supplied by AV Contractor.

8.7. Provide Power Over Ethernet switches and injectors where required.

9.8. Provide all cable and wire associated with this specification section and related documents.

10.9. All systems shall be completely installed with all the necessary interconnection, power supplies, patch cords, snakes, portable equipment cables and wiring to provide a fully functioning system.

11.10. The governing overall requirement for this project is a complete and functional system.

12.11. Include work not usually shown or specified, but necessary for proper installation and operation of the system or piece of equipment.

Docusign Envelope ID: 1AB85B74-93EB-43CE-A870-5FCD00943784 Rev 1
PROJECT SPECIFICATIONS for BIDDING (Addendum 3) 10/25/2024

THE RINK SPORTS PAVILION PROJECT PLANTING IRRIGATION
CITY OF SANTA CLARITA P-3034A 32 80 00-1
SECTION 32 80 00

PLANTING IRRIGATION
PART 1 - GENERAL

1.01 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, shall apply to all work in this Section with the same force and effect as though repeated in full herein.

1.02 SUMMARY
A. Furnish all materials, labor, transportation, services, and equipment necessary to install landscape irrigation as shown on the Drawings and as specified herein. Restore any existing landscaping disturbed during the installation.

1. Work included in this Section:
a. Layout.
b. Trenching.
c. Backfilling.
d. Assemblage.
e. Wiring.
f. System Flushing.
g. Sprinkler Head Installation.
h. Valve Installation.
i. System Testing and Adjustment.
j. Maintenance.

B. Work related in other Sections:

1. Division 1 Section "Sustainable Design Requirements" for additional LEED requirements.

2. Section 32 90 00 - Planting.

3. Section 32 01 90 – Operations and Maintenance of Planting.

1.03 REQUIREMENTS OF REGULATORY AGENCIES
A. All local, municipal and state laws and rules and regulations governing or relating to any portion of this work are hereby incorporated into and made a part of this Specification, and its provisions shall be carried out by the Contractor. Anything contained in this Specification shall not be construed to conflict with any of the above rules and regulations or requirements of the same. However, when the Drawings and Specifications call for or describe materials, workmanship, or construction of a better quality, higher standard, or larger size than is required by the above rules and regulations, the provisions of the Drawings and Specifications shall take precedence.

1.04 QUALITY CONTROL
A. Manufacturer's Directions
Docusign Envelope ID: 1AB85B74-93EB-43CE-A870-5FCD00943784 Rev 1
PROJECT SPECIFICATIONS for BIDDING (Addendum 3) 05/2010/25/2024

THE RINK SPORTS PAVILION PROJECT PLANTING
CITY OF SANTA CLARITA P-3034A 32 90 00-11

1. Consisting of the following minimum percents by weight:
12% Nitrogen
8% Phosphoric Acid
8% Potash
25% Humus
5% Humic Acids

2. Acceptable product - "Gro-Power Controlled Release", as manufactured by GroPower (909) 393-3744, or approved equivalent.

E. Planting Tablets (20-10-5)

1. Shall be 7 gram, 24-month release, non-burning tablets containing the following percentages of nutrients by weight:
20% Nitrogen
10% Phosphoric Acid
5% Potassium

2.5% Humic acids

2. Acceptable product - "Gro-Power Planting Tablets", as manufactured by GroPower (909) 393-3744, or approved equivalent.

F. Hydroseeding Fertilizer - for non-prepped slope areas (12-8-8)

1. Consisting of the following minimum percents by weight:
12% Nitrogen
8% Phosphoric Acid
8% Potash
25% Humus
5% Humic Acids

2. Hydroseeding Fertilizer - for non-prepped slope areas shall be "Gro-Power Controlled Release", as manufactured by Gro-Power (909) 393-3744, or approved equal.

2.05 PLANT MATERIAL
A. General Plant Condition

1. Furnish nursery-grown trees and shrubs conforming to ANSI Z60.1, with healthy root systems developed by transplanting or root pruning. Provide well-shaped, fully-branched, healthy, vigorous stock free of disease, insects, eggs, larvae, and defects such as knots, sun scald, injuries, abrasions, or other objectionable disfigurements.

2. Grade: Provide trees and shrubs of sizes and grades conforming to ANSI Z60.1 for type of trees and shrubs required. Trees and shrubs of a larger size may be used if acceptable to the City of Santa Clarita, with a proportionate increase in size of roots or balls.

3. Plant material shall be grown under climatic conditions similar to those in the locality of the project unless approved otherwise by the Owner’s Authorized Representative.

Docusign Envelope ID: 1AB85B74-93EB-43CE-A870-5FCD00943784 Rev 1
PROJECT SPECIFICATIONS for BIDDING (Addendum 3) 05/2010/25/2024

THE RINK SPORTS PAVILION PROJECT PLANTING
CITY OF SANTA CLARITA P-3034A 32 90 00-12

4. Label at least 1 tree and 1 shrub of each variety and caliper with a securely attached, waterproof tag bearing legible designation of botanical and common name.

5. The use of plant material larger than that specified on the Drawings may be used, pending approval from the Owner’s Authorized Representative, however, there will be no change in the Contract amount if the larger plant material is approved and used.

B. Trees and Shrubs

1. Tree and shrub trunks shall be sturdy and well hardened with vigorous and fibrous root systems which are not root-bound.

2. In the event of a disagreement as to the condition of the root system, the root conditions of the plants furnished by the Contractor will be determined by the removal of soil around the roots of not less than 10 plants or more than 2% of the total number of plants of each specie.

3. When container grown plants are supplied from several sources, the roots of not less than 10 plants of each species from each source will be inspected. In case the plants sampled are found to be defective, the Owner’s Authorized Representative has the right to reject the entire lot represented by the defective sample. Any plant material rendered unsuitable for use because of this inspection will be considered as samples and will be provided at the full expense of the Contractor.

C. Nursery Grown and Collected Stock

1. Nursery grown and collected stock shall be grown under climatic conditions similar to that found in the locality of the site.

D. Container Grown Stock

1. Container grown stock shall be in a vigorous and healthy condition, not root bound or with the root system hardened off.

F. Hydroseeding Binder Additive

1. The soil and mulch tackifier shall be a dry, organic powder hydrocolloid formulation. The tackifier shall contain a blend of at least three selected ingredients, two of which shall form at least 65% of the total, which are identified as:
a. Plantago ovata (Psyllium) - Muceloid content of 85% or greater Ecology Control - M Binder by Conwed, or equal.
b. Gyamposis tetragonolobus - 3000 cps or greater.

2. The soil and tackifier shall hydrate and disperse in a mixing tank with circulating water forming a homogeneous slurry, either alone or in combination with other material, and shall be pH stable in the presence of fertilizer.

3. Application of the soil and mulch tackifier shall be made at a minimum rate of:
a. Flat areas - 80 pounds per acre.
b. Sloped areas (3:1 or steeper) - 120 pounds per acre.

G. Fiber Mulch
Docusign Envelope ID: 1AB85B74-93EB-43CE-A870-5FCD00943784 Rev 1
PROJECT SPECIFICATIONS for BIDDING (Addendum 3) 05/2010/25/2024

THE RINK SPORTS PAVILION PROJECT PLANTING
CITY OF SANTA CLARITA P-3034A 32 90 00-13

1. Fiber mulch shall be composed of wood cellulose fiber and contain no germination or growth-inhibiting factors. It shall also have a consistent texture which disburses evenly and remains suspended in agitated water. It shall have a temporary green dye with the following property analysis:
a. Moisture content - 9.0% + 3% O.D. basis
b. Organic matter - 99.2% + 0.8%
c. Ash content - 0.8% + 0.2%
d. pH - 4.8% + 0.5%
e. Water holding capacity - grams of H2O per 1001150 minimum grams of fiber. Acceptable manufacturer of fiber mulch - Conwed, or equal.

H. Storm water retention basin Seed

1. All seed used shall be labeled and shall be furnished in sealed standard containers with signed copies of a statement from the seed vendor certifying that each container of seed delivered is fully labeled in accordance with the California State Agricultural Code and is equal to or better than the requirements of this Specification.

2. Seed which has become wet, moldy or otherwise damaged in transit or storage will be rejected.

3. Seed Mix Ratio Specifications: (See Planting Legend) Seed mixes are available from S&S Seeds at (805) 684-0436, or approved equal.

2.06 AUXILIARY ACCESSORIES
A. Tree Stakes and Guys

1. Wood stakes - 2" diameter by 10 feet Lodgepole Pine stake without splits or bowing. Refer to the Drawings for which trees receive wood stakes.

2. Guy and Tie Wire: ASTM A 641 (ASTM A 641M), Class 1, galvanized-steel wire, 2-strand, twisted, 0.106 inch (2.7 mm) in diameter.

3. Guy Cable: 5-strand, 3/16-inch (4.8-mm) diameter, galvanized-steel cable, with zinc-coated turn buckles, 3-inch- (75-mm-) long minimum, with two 3/8- inch (10- mm-) galvanized eyebolts.

4. Hose Chafing Guard: Reinforced rubber or plastic hose at least 1/2 inch (13 mm) in diameter, black, cut to lengths required to protect tree trunks from damage.

5. Flags: Standard surveyor's plastic flagging tape, white, 6 inches (150 mm) long.

6. Turnbuckles - 6" long, galvanized eye/hook type.

7. Wire Clamps - 3/4" galvanized "U" clamps.

B. Top Dressings

1. Organic Mulch: Organic mulch, free from deleterious materials and suitable as a top dressing of trees and shrubs, consisting of one of the following:
a. Type: Ground or shredded bark.
b. Type: Wood and bark chips.

Docusign Envelope ID: 1AB85B74-93EB-43CE-A870-5FCD00943784 Z:\ENGINEERING\CITY OF SANTA CLARITA\CITY ROLLER RINK\900 CADD-PHASE5\950 DRAWINGS\C300-SC RSR-GENERAL NOTES.DWG Cristian Nalbandian
Wednesday, July 24, 2024 8:20:19 AM

APPROVED
250 Commerce | Suite 200 | Irvine |
California | 92602
www.railpros.com
SHEET 025 OF 253
08/16/2024
GRA-24-00031
ISSUE FOR BID - 09/23/2024
EXCESS SPOILS (SOIL AND DEBRIS RELATED TO PHASE II CONSTRUCTION SHALL BEHAULED OFF-SITE AND DISPOSED OF BY CONTRACTOR.CONTRACTOR TO CONTACT SANTA CLARITA WATER TO RENT A HYDRANT METER FORTHE SOUTH HYDRANT. THE METER IS TO REMAIN IN PLACE UNTIL THE CITY HAS ISSUEDTHE CERTIFICATE OF OCCUPANCY OR AS APPROVED BY THE CITY PROJECT MANAGER.CONTRACTOR TO PROVIDE THE CITY PM WITH THE METER READING AT THE START OFTHE PROJECT AND FOR EACH MONTH UP TO THE REMOVAL OF THE METER.CONTRACTOR WILL NOT BE BILLED FOR THE WATER TAKEN FROM THE SOUTH HYDRANT.THE PHASE I AS-BUILT SURVEY IS “FOR INFORMATION ONLY”. PHASE II CONSTRUCTIONCONTRACTOR SHALL BE RESPONSIBLE FOR ALL REQUIRED GRADING BEYOND THEAS-BUILT SURVEY.CONTRACTOR TO CRACK SEAL THE STAGING AREA ASPHALT PRIOR TO APPLYING THESLURRY COAT AND STRIPING.REFER TO THE ROUGH GRADING CERTIFICATION FROM PHASE I.

32.33.34.35.36. A ADDENDUM 3 10/25/24
ADDENDUM #3
A
Docusign Envelope ID: 1AB85B74-93EB-43CE-A870-5FCD00943784 Docusign Envelope ID: 1AB85B74-93EB-43CE-A870-5FCD00943784 GAS
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GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS AS
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B B
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ICV
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(1395)
(1395)
(1394)
(1393)
(1393)
(1394)
(1396)
1391 1392
1393 (1394)
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GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS AS
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SD SD SD SD SD SD

SD SD SD SD SD SD
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CONSTRUCTION NOTES:

GENERAL NOTES:

Cristian Nalbandian
Wednesday, July 24, 2024 8:22:35 AM
Z:\ENGINEERING\CITY OF SANTA CLARITA\CITY ROLLER RINK\900 CADD-PHASE5\950 DRAWINGS\C301-SC RSR-UTILITY PLAN.DWG APPROVED 250 Commerce | Suite 200 | Irvine | California | 92602 www.railpros.com SHEET 026 OF 253

CITY OF SANTA CLARITA

BUILDING AND SAFETY

APPROVED
UNDER SCMC TITLE 18, 19, 20, 21, 24 & 25
This set of plans and specifications must be kept onthe job at all times and it is unlawful to make anychanges or alterations on same without writtenpermission from the Building and Safety Division of theCity of Santa Clarita.The stamping of this plan and specifications SHALLNOT be held to permit or to be an approval of theviolations of any provisions of any City or CountyOrdinance of State Law.

Date:

BY
Apr-16-2024

MSAMUEL

CLEARED
UNDER SCMC TITLE 20

PLAN CHECK ONLY
Private site building
Water main Sewer
By: Michael Samuel
08/14/2024
ISSUE FOR BID - 09/23/2024
PIPE IS LOCATED 6' +/- FROMCENTER OF POLE LIGHT
PIPE ALIGNMENT & ELEVATIONHAVE BEEN FIELD VERIFIED,REFER TO AS-BUILT SURVEY. 12" PVC PIPEBURIED 48" BELOWWALKWAYELEVATION TO TOPOF PIPE. INLETSTRUCTURE HASBEEN REMOVEDAND THE PIPE HASBEEN CAPPEDBELOW GRADE 6' +/-
A ADDENDUM 3 10/25/24
ADDENDUM #3
A
A
Docusign Envelope ID: 1AB85B74-93EB-43CE-A870-5FCD00943784 AC
AC
AC
AC
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CVT
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FH B
B
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4" TREE
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IRPB
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ICV
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(1395)
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GENERAL NOTES:

BIORETENTION BASIN NOTES:

Cristian Nalbandian
Friday, August 16, 2024 11:00:37 AM
Z:\ENGINEERING\CITY OF SANTA CLARITA\CITY ROLLER RINK\900 CADD-PHASE5\950 DRAWINGS\C304-SC RSR-GRADING PLAN.DWG APPROVED 250 Commerce | Suite 200 | Irvine | California | 92602 www.railpros.com 08/16/2024 GRA-24-00031
SHEET 029 OF 253
ISSUE FOR BID - 09/23/2024
UPDATEDBACKGROUND.SEE LANDSCAPEDWGS
A ADDENDUM 3 10/25/24
ADDENDUM #3
A
Docusign Envelope ID: 1AB85B74-93EB-43CE-A870-5FCD00943784 STRIPING NOTES:

LEGEND:

CONSTRUCTION NOTES:

Z:\ENGINEERING\CITY OF SANTA CLARITA\CITY ROLLER RINK\900 CADD-PHASE5\950 DRAWINGS\C308-SC RSR-PARKING STRIPING AND SLURRY SEAL.DWG Cristian Nalbandian
Wednesday, July 24, 2024 8:32:57 AM

APPROVED
250 Commerce | Suite 200 | Irvine |
California | 92602
www.railpros.com
SHEET 033 OF 253
08/16/2024
GRA-24-00031
ISSUE FOR BID - 09/23/2024
A ADDENDUM 3 10/25/24
ADDENDUM #3
A
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ADDENDUM #3
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ADDENDUM #3
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ADDENDUM #3
Docusign Envelope ID: 1AB85B74-93EB-43CE-A870-5FCD00943784 *5281'/(9(/

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ADDENDUM #3
Docusign Envelope ID: 1AB85B74-93EB-43CE-A870-5FCD00943784 *5281'/(9(/

'
0(7$/522),1*67$1',1*6($00(7$/522)%$77(1
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ADDENDUM #3
Docusign Envelope ID: 1AB85B74-93EB-43CE-A870-5FCD00943784 *5281'/(9(/

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ADDENDUM #3
Docusign Envelope ID: 1AB85B74-93EB-43CE-A870-5FCD00943784 0(7$/522),1*
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ADDENDUM #3
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Docusign Envelope ID: 1AB85B74-93EB-43CE-A870-5FCD00943784 :
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ADDENDUM #3
Docusign Envelope ID: 1AB85B74-93EB-43CE-A870-5FCD00943784 %

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ADDENDUM #3
Docusign Envelope ID: 1AB85B74-93EB-43CE-A870-5FCD00943784 %($0&/$03
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ADDENDUM #3
Docusign Envelope ID: 1AB85B74-93EB-43CE-A870-5FCD00943784
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ADDENDUM #3
Docusign Envelope ID: 1AB85B74-93EB-43CE-A870-5FCD00943784 %8,/783522),1*
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ADDENDUM #3
Docusign Envelope ID: 1AB85B74-93EB-43CE-A870-5FCD00943784 $
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ADDENDUM #3
Docusign Envelope ID: 1AB85B74-93EB-43CE-A870-5FCD00943784 :
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Santa Clarita City CouncilDecember 10, 2024

Santa Clarita City Council
December 10, 2024