Mechanical/Electrical Engineering Consultants Buffalo • Rochester • Syracuse • Schenectady

BASIS OF DESIGN REPORT Hard Rock Hotel and Casino Catoosa, Oklahoma

ERA JCJ , Inc.

1401 South Denver Avenue - Suite B 20 Huyshope Avenue - Suite 400

Tulsa, Oklahoma 74119 Hartford, Connecticut 06106

February 2, 2018

M/E Reference 171301.00

Driven Solutions -

Value www.meengineering.com

HARD ROCK HOTEL AND CASINO BASIS OF DESIGN REPORT CATOOSA, OKLAHOMA FEBRUARY 2, 2018

TABLE OF CONTENTS

PAGE

I. FIRE PROTECTION DESIGN AND SYSTEM DESCRIPTION 1 - 3

II. DESIGN AND SYSTEM DESCRIPTION 4 - 7

III. LOW VOLTAGE DESIGN AND SYSTEM DESCRIPTION 8 - 10

M/E Reference 171301.00 TOC - 1 HARD ROCK HOTEL AND CASINO BASIS OF DESIGN REPORT CATOOSA, OKLAHOMA FEBRUARY 2, 2018

I. FIRE PROTECTION DESIGN AND SYSTEM DESCRIPTION

A. Design Criteria

1. Systems will be designed in accordance with, but not limited to, the following Codes:

a. 2015 International Fire Code b. 2015 International Code c. National Fire Protection Association 101, Life Safety Code

2. Standards:

a. Systems shall be designed in accordance with, but not limited to, the following standards:

1) NFPA 13 Standard for the Installation of Sprinkler Systems 2) NFPA 20 Standard for the Installation of Fire Pumps 3) NFPA 24 Standard for the Installation of Private Fire Service 4) Mains and their Appurtenances 5) FM Factory Mutual 6) UL Underwriter's Laboratories, Inc. 7) LEED Version 209 New Construction

3. Equipment and Materials:

a. Systems shall be designed in accordance with, but not limited to, the following manufacturers equipment:

1) Fire Pump Allis-Chalmers, Patterson, Peerless 2) Sprinkler Equipment Reliable, Viking, Victaulic

b. Materials:

1) Piping 2 inch and smaller: Schedule 40 black steel pipe with threaded fittings. 2) Piping 2-1/2 inch and larger: Schedule 10 black steel pipe with grooved fittings.

B. Scope of Work:

1. The building will be supplied by a dedicated 6 inch fire protection water service provided by the contractor. The fire protection contractor's scope of work will begin at the water service entrance flange within the building. At the point of entrance to the building's water service , a double check detector assembly backflow preventer with OS&Y control valves and tamper switches will be provided.

M/E Reference 171301.00 Page 1 of 10 HARD ROCK HOTEL AND CASINO BASIS OF DESIGN REPORT CATOOSA, OKLAHOMA FEBRUARY 2, 2018

2. The building will be protected throughout by wet pipe automatic sprinkler systems. Each of the system will be a separate sprinkler zone. Each zone will be supplied through a flow control assembly to include a flow control valve with tamper switch, water flow detection switch and pressure gauge. Inspector's test connections will be provided downstream of each water flow detection switch. A 2 inch drain riser will be provided for the Inspector's test stations. Drain riser will be piped to exterior at grade. The sprinkler system for each space will be hydraulically calculated to the appropriate criteria based on the use of the space. Once water supply information becomes available, the need for a fire pump will be determined.

a. Light Hazard:

1) Minimum flow rate per sprinkler head = 0.1 gpm per square foot Maximum coverage per sprinkler head = 225 square feet Design remote area = 1,500 square feet Hose stream allowance = 100 gallons per minute

b. Ordinary Hazard (Group 1):

1) Minimum flow rate per sprinkler head = 0.15 gpm per square foot Maximum coverage per sprinkler head = 130 square feet Design remote area = 1,500 square feet Hose steam allowance = 250 gallons per minute

c. Ordinary Hazard (Group 2):

1) Minimum flow rate per sprinkler head = 0.2 gpm per square foot Maximum coverage per sprinkler head = 130 square feet Design remote area = 1,500 square feet Hose stream allowance = 250 gallons per minute

3. Sprinkler protection will be provided at the top and bottom of machine room-less type hoistways equipped with polyurethane coated steel belts in accordance with NFPA 13.

4. 5 inch Storz x 6 inch NPT mounted type fire department connections will be installed near the points of fire department access to the building. Check valves will be installed in the fire department connection piping prior to interconnection with the building distribution system.

5. Any other areas subject to freezing temperatures, such as a porte cochere, vestibules, loading dock, etc. will be protected with dry pipe automatic sprinkler systems.

C. Sprinkler System Components:

1. Sprinklers: All sprinklers will be the quick response type rated at 155°F, 1/2 inch orifice, K-factor 5.6, except as indicated on the drawings. 286°F rated pendent sprinklers with guards will be provided in Mechanical, Electrical, and Elevator Machine .

2. In all areas with finished , sprinklers will be the fully concealed type with factory painted custom coverplates.

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3. Pipe Sleeves and Seals: All penetrations will be provided with pipe sleeves and seals. Penetrations through fire rated construction will be firestopped.

4. Alarms: Supervisory alarm signals will be provided to monitor control valves. The water flow and supervisory alarms will be extended to the fire alarm and notification system.

M/E Reference 171301.00 Page 3 of 10 HARD ROCK HOTEL AND CASINO BASIS OF DESIGN REPORT CATOOSA, OKLAHOMA FEBRUARY 2, 2018

II. LIGHTING DESIGN AND SYSTEM DESCRIPTION

A. Design Criteria:

1. Code Standards:

a. Systems will be designed in accordance with, but not limited to, the following codes:

1) 2015 International Building Code 2) 2015 International Energy Conservation Code 3) 2014 National Electrical Code 4) National Fire Protection Association 90, National Electrical Code 5) National Fire Protection Association 101, Life Safety Code 6) National Fire Protection Association 72, Fire Alarm Code 7) National Fire Protection Association 110, Standard for Emergency and Standby Power Systems 8) ADA Code (Latest Edition)

2. Design Standards:

a. Systems shall be designed in accordance with, but not limited to, the following standards:

1) ANSI American National Standards Institute 2) ASTM American Society of Testing and Materials 3) IEEE Institute of Electrical and Electronic Engineers 4) IES Illumination Engineering Society 5) ICEA Insulated Cable Engineers Association 6) NEMA National Electrical Manufacturers Association 7) NFPA National Fire Protection Association 8) UL Underwriter's Laboratories 9) FM Factory Mutual 10) TIA/EIA Industry Association/Electronic Industries Alliance 11) NRTL Nationally Recognized Testing Laboratory 12) LEED Version 2009 New Construction

3. Lighting Systems:

a. Lighting systems will include low voltage and LED, luminaires. Each application will be coordinated with the Architect and interior design team. Automatic shutdown control will be evaluated on an area-by-area basis under the guides of the energy code. Typical automatic shutdown will consist of a lighting relay control panels mounted adjacent to source lighting power panels. The lighting control panels will be coordinated with the HVAC Contract for control and integration through the Building Management system to provide a fully automated design.

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b. Specialty and custom lighting will also be designed and selected through architectural coordination. Specialty lighting includes chandeliers, sconces and pendants. Each specialty or custom fixture will undergo its own submittal review process and will include the production of a scaled AutoCAD drawing, internal lamping type, proposed mounting, voltage requirements and re-lamping directions all provided by the manufacturer. For certain large scale specialty fixtures a "mock up" will also be required prior to Shop Drawing approval. All custom and decorative fixtures will bear a UL label.

c. Public spaces will be illuminated with combinations of fixed downlighting, cove, sconces, wall wash downlights, etc. depending upon the area. Emergency lighting will be provided along the means of egress at an average of (one) 1 footcandle of illumination. Additional battery packs will be added in high traffic areas and Restrooms to cover the 7 second generator transfer delay. In high profile areas, battery packs will be utilized that incorporate a regressed battery and head design.

d. At the cage area and table game areas all fixtures will be connected to UPS and emergency power and no means of shut down will be provided. An average of 40 footcandles of illumination will be designed for the cage area. The luminaires will be connected to the UPS system via the slot power panels.

e. Table gaming area design will incorporate low voltage MR16 with LED SORRA type lamp and will include hex cell louvers. Lighting in the form of a track system or adjustable downlights. Each table game will be provided a minimum of three (3) 50 watt MR16 luminaries with a 36 degree beam spread LED equivalent lamp. The luminaires will be connected to the UPS system via the slot power panels.

f. The general area Gaming Floor will be illuminated to a level of 10 footcandles in order to supplement the estimated 15 footcandles provided by the machines and signage. All fixtures located in the over the Gaming area will be connected to emergency power to allow gaming to continue in the event of an outage. Fixtures will be adjustable type with hex cell louvers as to not create glare on the gaming table tops.

g. Dimmable 0-10V downlights and linear LED cove fixtures will illuminate multipurpose room and similar type spaces. The multipurpose room area will be provided with a full scale architectural dimming system and provide capability to communicate with the local A/V presentation system. Shade controls will also be integrated with the architectural dimming system if required.

h. The entertainment bar will be illuminated to a level of 20 footcandles. This area will consist of mostly decorative fixtures while small aperature downlights will provide ambient fill in lighting. Fixtures will be adjustable type with hex cell louvers as to not create glare on the eating table tops.

i. Parking lot lighting will be designed to a minimum footcandle average of three (3) footcandles utilizing LED surface mounted luminaries. Special illumination levels for security systems will be considered if requested by the Owner.

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4. Dimming System:

a. Separate dimming system will be designed for each venue, Gaming area, Casino bar, multi-purpose room. Each area will include an emergency transfer switch for 10 circuits of emergency power. Each area will include a minimum of (1) touch screen for programming and lighting adjustment.

b. All color change lighting will integrate into the Owner's standard A/V system via DMX. All controllers and converters shall be included for compatibility.

5. Project Specific Allowances:

a. In coordination with the architects and interior design information features that include lighting have been summarized below. These allowances are to be helpful in formulating a cost for each feature or group of luminaires but this is not an all-inclusive listing. Cost per sq. ft. must be used to include architectural fixtures for ambient lighting in each area in addition to the costs below:

1) Multi-purpose

a) (10) Chandeliers at $4000 per fixture location

b) (6) Nostalgic pendant clusters at $6,000 per fixture location

2) (8) Sconce fixtures at $600 per location

a) (1) Large nostalgic pendant cluster at $8,000 per fixture

3) Gaming Floor

a) (15) LED panel system over gaming tables, total $20,000

b) (10) Casino bar pendants at $400 per location

c) (30) Casino floor pendants at $600 per location

d) (20) Casino floor sconce locations at $800 per location

4) Casino Bar

a) (10) Large nostalgic pendant clusters at $8,000 per fixture location

b) (22) Nostalgic pendants at $1,500 per fixture location

c) (15) Nostalgic sconce locations at $800 per fixture location

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6. Wiring Methods:

a. Rigid Metal Conduit (RMC) would be provided for outdoor use above grade and underground use. RMC will also be provided for indoor installations where exposed physical damage and for fire pump installation.

b. Electrical Metallic Tubing (EMT) would be provided for indoor use both concealed and exposed.

c. Metal Clad Cable (MC) with ground conductor would be provided for indoor use concealed in or in ceilings.

d. Rigid non-metallic conduit (Schedule 80) would be provided for underground use.

e. Non-metallic conduit (Schedule 40) would be provided for encasement in concrete duct banks or in or below ground slabs.

f. All conductors would be provided as 98 percent copper with thermal plastic insulation (Type THHN/THWN).

g. Conductors No. 12 AWG and smaller would be solid. Conductors No. 16 AWG and larger would be multiple stranded.

h. All branch circuits would be No. 12 AWG minimum, copper. Control wiring will be No. 14 AWG minimum, copper.

i. All 0-10V dimming cable shall be #14 gauge 600V type to be run with power conductors.

j. All DMX cabling shall be Belden 512 type.

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III. LOW VOLTAGE DESIGN AND SYSTEM DESCRIPTION

A. Design Criteria:

1. Voice/Data System:

a. Incoming services for voice and data shall be provided to serve the proposed Casino and Hotel. Redundant services for voice, data, surveillance and security will be included. The services will be extended to the Facility via either an underground fiber optic wide area network design or the possible use of a microwave RF system. Discussions will be held with the area service provider and the Owner's personnel to determine the extent of the systems.

b. The systems within the shall consist of fiber optic backbone cabling from the Computer Room to wiring located throughout the building. Wiring closets shall be approximately 8 feet x 10 feet and shall be located in secure locations. A minimum of two (2) voice/data wiring closets shall be provided for the Casino portion of the structure. These closets shall share delivery of services of voice/data, and CATV distribution.

c. Work area communication outlets shall consist of double convenience outlets, two (2) data outlets.

d. A building wide wireless local area network system shall be provided and shall include outdoor area coverage as determined by Owner.

e. UPS’s will be provided for all data equipment. During a utility power interruption the UPS's shall receive power from the generator system.

f. All data network electronic equipment components shall be provided by the Owner. Data Network electronic equipment included, but is not limited to the following:

1) Core Switches

2) Network Switches

3) Fringe Switches

4) Edge Switches

5) WLAN components including controllers, radios, etc.

2. Cable CATV:

a. RF distribution to Hotel Rooms and to TV display message boards in the Casino and Hotel shall be accomplished by extending satellite dish service (Direct TV, etc.) or by local CATV service from the utility source.

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b. A total of two (2) local wiring closets on the Facility Main Floor shall function as local wiring closets containing amplifiers, splitters, etc. In the Hotel, a local wiring on every third floor shall be utilized to splitters, amplifiers, etc. to feed TV locations on the wiring closet and the TV on locations on the immediately above and below the wiring closet location.

c. CATV/RF distribution head-end equipment shall be located in a Main on the Second Floor. The Main Equipment Room shall be 20 feet x 20 feet minimum and shall also house the sound system head-end equipment.

3. Rescue Assistance Communication:

a. A rescue assistance communication system will be installed at locations determined in the ADA Guidelines and building codes.

4. Sound System:

a. Requirements will be discussed with the Owner, but it is recommended that a system as described below be included as a part of the project.

b. The system head-end equipment will be installed in several racks that will be located in a centrally located dedicated room on the Second Floor. The head-end equipment will consist of amplifiers, sequential switchers, mixers, digital signal processors, power conditioners, CD player, mini- disk recorders, dual cassette , FM tuner, etc.

c. The system design will be multi-zone on all levels and will include input options (microphone outlets) at all zones on the gaming level.

d. Zoning of the system will consist of a selected number of loudspeakers grouped together in a logical arrangement and wired back to the head- end location as a separate zone.

e. The system will be PC controllable to allow system control from several locations and will include emergency announcement system capability and telephone system interface.

f. Separate sub-systems will be provided for restaurants, bar and entertainment areas.

g. System will include multiple input capability including FM tuner, cassette, CD, satellite radio and mini-disk operations.

h. Zone quantities shall be approximately as follows:

1) Main Floor Hotel, 5 zones.

2) Gaming Area, 5 zones.

3) Common Areas, back of house, exterior, parking lot areas, etc. per Owner's request.

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i. In addition to the general sound system, discussions will be held to determine if a theatrical pro sound system will be required in entertainment areas.

M/E Reference 171301.00 Page 10 of 10 Hard Rock Casino 4 – Schematic Structural Narrative

Summary:

The new facility, located in Tulsa/Catoosa, Oklahoma, consists of a new freestanding partial 2 story and highbay casino, restaurant, bar and multi-purpose area with an approximate total footprint of 54,700 square feet. The project involves the demolition of an existing sprung structure. The new structure will be located to an adjacent casino and bridge structure. While the new and existing structures will be isolated by expansion joints, several areas of the and slabs will need to be tied together.

Codes:

• IBC-15 International Building Code 2015 • ASCE/SEI 3-91 Structural Design Of Composite Slabs • ASCE/SEI 7-10 Minimum Design Loads For Buildings and Other Structures • AISC 360-10 Specification For Structural Steel Buildings • AISC Manual Of Steel Construction 14th Edition • SJI-K-1.1-10 Standard Specification For Open Web Steel Joists, K-Series • SJI-LH/DLH-1.1-10 Standard Specification for Longspan Steel Joists, LH-series and Deep Longspan Steel Joists, DLH-Series • SDI Diaphragm Design Manual, 3rd Edition • AISI S200-12 North American Standard For Cold-Formed Steel Framing – General Provisions

Design Parameters: • Vertical Loading: o Live Load ° Floor = 100psf ° and exit-ways = 100 psf ° Additional superimposed loads • Partitions = 5 psf • Suspended equipment = 10 psf • Concentrated load = 2000 lbs (Per IBC 1607.4) ° live load = 20 psf ° Snow load • Roof design snow load, p = 25psf • Ground snow load, pg = 10 psf • Flat roof snow load, pf = 15 psf

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Hard Rock Casino 4 – Schematic Structural Narrative

• Horizontal Loading: o Wind ° Basic Wind Speed = 120 mph ° Wind Importance Factor, Iw = 1.0 ° Occupancy Category = III ° Exposure = C ° Internal Pressure Coefficient, GCPI = 0.18 o Seismic ° Seismic Importance Factor Is = 1.25 ° Mapped Spectral Response Accelerations • Short Period, Ss = 0.131g • 1 Second Period, S1 = 0.071g • Soil Site Class = C ° Spectral Response Coefficients • Short Period, Sds = 0.105g • 1 Second Period, Sd1 = 0.080g ° Seismic Design Category = B ° Basic Seismic Force Resisting System: Steel System Not Specifically Detailed For Seismic Resistance ° Response Modification Factor R = 3 ° Design Base Shear, V = 0.01W ° Analysis Procedure: ASCE 7-10 Section 11.7

Building Pad Sub-Grade Preparation : Building pad prep will be per the Geotechnical report.

Requirements:

o Overexcavate all soils underlying floor slab to a minimum depth of 2.0 feet below the existing ground surface. o Tests of materials shall be made at the following rates: ° One field density test per each 2500 square feet of compacted subgrade prior to placing structural fill or floor slab construction with a minimum of 3 tests. ° One field density test per each 2500 square feet of structural fill placed or each horizontal layer of structural fill, whichever is greater. o The owner shall employ the services of a registered, licensed geotechnical engineer to observe all controlled earthwork. The geotechnical engineer shall

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Hard Rock Casino 4 – Schematic Structural Narrative

provide continuous on-site observation by experienced personnel during construction of controlled earthwork.

• Foundations: o Building : Single drilled piers and pier caps will be utilized. These approximately 36 inch diameter drilled piers will extend approximately 3ft into competent material as identified by an onsite geotechnical engineer. Refer to Figures #1 & #2 for schematic details. o Exterior Walls: Continuous concrete grade beams along entire perimeter of building supporting an 8” concrete stem wall; 3000 psi concrete. Refer to Figure #3 for schematic detail. o Tie Beam Requirements: All pier caps between braced frames will need to be tied together with structural tie beams. These tie beams will be located at a top of concrete elevation matching the pier caps. • Slab on grade : o 5” thick reinforced with #4 bars at 18”o.c. ea. way over 15 mil vapor retarder over 4” of granular base over compacted subgrade. • Building Columns : o Square “HSS” tube sections (46ksi) will be used throughout the building where possible. At higher loaded areas, and braced frame locations, Wide Flange steel sections (50ksi) may be required. A 60ft typical spacing will be used at gaming areas and a 30ft +/- typical column spacing will be used where the architecture allows. • 2nd floor framing : o 3.25” of lightweight concrete cast over a Walkerdeck WDR 3 18/18 cellular galvanized steel deck (2hr Fire Rating, no fireproofing underside of deck) supported by wide-flange structural steel composite beams. These beams will be supported by steel columns. • Roof Framing : Girders & Beams – bar joists and wide-flange beams (50 ksi structural steel) will be utilized to support the metal deck, roofing system and mechanical units. Roof support steel will slope to achieve roof drainage where possible to minimize roof insulation requirements. • Roof Decking : 1.5B, 22 to 20 gauge, galvanized, metal decking. Specific attachments TBD. Refer to for metal deck finish and fireproofing requirements. • Lateral Force Resisting System :

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Hard Rock Casino 4 – Schematic Structural Narrative

o Steel concentric braced frames utilizing wide flange columns and hollow structural steel (HSS) bracing. It is estimated approximately 8 full height braced frames will be required for the project. Refer to Figure #4 for schematic braced frame elevation. • Exterior Wall Envelope : o Primary Wall Structure = Anticipated to be Cold-formed metal framing light- gauge studs 6” deep, 18 gauge, at 16” o.c where studs span less than 15ft, and 10” deep, 18 gauge, at 16” o.c where studs span between 15ft and 20ft. Structural steel wide flange wind girts located approximately 15ft above finish floor and 6” studs may be utilized in place of the 10” studs.

• Material Summary: o Cast-In-Place Concrete: ° Foundations: f’c = 3000 psi ° Interior Slabs (not polished): f’c = 3000 psi ° Interior Slabs (lightweight) f’c = 3500 psi ° Interior Slabs (polished): f’c = 4000psi ° Exterior Concrete: f’c = 4500 psi air-entrained ° Reinforcing Steel: fy = 60,000 psi o Structural Steel: ° Wide Flange – A990 fy = 50,000 psi ° Misc Steel – A36 fy = 36,000psi ° Structural Tubing – A500 grB fy = 46,000 psi ° Connection Bolts: A325 or A490 ° Anchor Bolts – F1554 – gr36 fy = 36,000 psi ° Weld Electrode: E70XX

• Miscellaneous: o The structure will provide adequacy for vibration mitigation according to the American Institute of Steel Construction recommendations.

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Hard Rock Casino 4 – Schematic Structural Narrative

APPENDIX A SCHEMATIC STRUCTURAL DETAILS

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Hard Rock Casino 4 – Schematic Structural Narrative

FIGURE #1 – Typical drilled pier detail

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Hard Rock Casino 4 – Schematic Structural Narrative

FIGURE #2 – Typical interior column foundation section

FIGURE #3 – Typical perimeter wall foundation section

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Hard Rock Casino 4 – Schematic Structural Narrative

.

FIGURE #4 – Typical Schematic Braced Frame Elevation

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SPECIFICATION INDEX

January 2018

______

DIVISION 3 - SITE CONCRETE SECTION 03 10 00 CONCRETE FORMING AND ACCESSORIES SECTION 03 20 00 CONCRETE REINFORCEMENT SECTION 03 30 00 CAST-IN-PLACE CONCRETE

DIVISION 4 - MASONRY

SECTION 04 22 00 REINFORCED UNIT MASONRY

DIVISION 5 - METALS

SECTION 05 10 00 STRUCTURAL STEEL SECTION 05 21 00 STEEL JOISTS SECTION 05 21 23 JOIST GIRDERS SECTION 05 30 00 METAL DECKING SECTION 05 40 00 COLD-FORMED METAL FRAMING SECTION 05 51 00 METAL STAIRS

DIVISION 7 - THERMAL AND MOISTURE PROTECTION

SECTION 07 26 00 UNDER-SLAB VAPOR RETARDER

DIVISION 31 - EARTHWORK

SECTION 31 23 11 EARTHWORK FOR BUILDING CONSTRUCTION SECTION 31 63 29 DRILLED PIERS

Exterior Schematic Design Narrative

Southwest Façade

The southwest wall will be constructed of EIFS to a height of 15’-0”, with a profiled EIFS band separating the EIFS below and Alucobond aluminum composite metal (ACM) panels above, all on cold formed metal framing. The ACM panels will extend to a height of 40’-0”. A pilaster, clad in exterior tile anchors the east end of the wall, approximately 2’ from the corner. The corner of the wall will be full height ACM panels. Southeast Façade

The southeast wall consists of four (4) exterior tile clad pilasters spaced at 34’-0”, 4’-8”, and 34’-0”, creating two 34’-0” bays, with approximately 56” between the two middle pilasters. The lower 15’-0” of the wall will be constructed of EIFS with a profiled EIFS band separating the EIFS below and the Alucobond ACM panels above to a height of 40’-0”. The 4’-8” bay between the two middle pilasters will be full height ACM panels. Recessed into the EIFS portion of the wall will be four (4) 10’-0” h X 6’-0” w color changing LED light box displays. Attached to the upper portion of the wall will be a steel truss framing system to support an approximately 1,700 sf GKD Mediamesh display. South Façade

The south wall will be of similar construction to the southwest wall, with the addition of chamfered reveals cut into the EIFS, spaced at 1’-0” o.c. Located at the east end of the south wall is the structure, consisting of a 60’-0” tall curtain wall with an angled section of curtain wall at the corner. East Façade

The east wall will be of similar construction to the south wall, with the addition of a porte cochere covering both the accessible ramp and stairs, as well as two drive-thru drop off lanes. The porte cochere will be constructed of EIFS on cold formed metal framing with color changing LED lights up light “washing” the vertical portion of the porte cochere cornice. The columns supporting the porte cochere will match the pilasters of the main structure. North Façade

The first 72’-0” on the east end of the north wall will be of similar construction to the south wall, while the remainder of the wall will be of similar construction to the southwest wall.

Roof The roof will be constructed of TPO membrane on roof insulation on metal roof deck all on sloped roof structure. Internal roof drains and overflow drains will be utilized. I-1. MAIN ENTRY

The profile of approximately 26’‐0” x 34’‐0” wide opening of exterior entry portal will be continued at main entry interiors. The east and west wall will be built constructed as a curtain wall with glass . Vinyl wallcovering will be used at the remaining interior walls.

Approximately 9’‐0” x 12’‐0”vestibule space will be built inside of exterior storefront/curtainwall system. The same matching sliding system will be provided to the exterior. Vestibule floor will be walk‐off mat carpet tile system. Standard 3’‐0”x 3’‐0” casino carpet tile will be continued from gaming floor to the vestibule.

A large scale, sculptural, custom, dimmable lighting feature(s) will be suspended at the entry area. Additional spotlights should be provided for this feature(s).

I-2. OVERALL GAMING AREA

On ceiling level, programmable, color changing LED panel clouds will be provided at key transitional locations. Pendant linear lighting will hang over casino pedestrian walkways. Any exposed roof structure & infra structures including mechanical, electrical, fire protection, A/V, security, etc. will be painted black. Dimmable 3,000K, LED, can style black housing pendant fixtures will be provided for general illumination. The ceiling will be an open, acoustical ceiling frame to match the existing casino ceiling with suspended, steel‐ framed gypsum board and plastic laminate panels of various sizes over the table games

Floors will be existing casino 3’‐0”x 3’‐0” carpet tile with a 12” stained solid wood base.

Walls will be primarily finished with paints up to 30’‐0” above finish floor. Single tone paint or wall covering will be used up to 30’‐0” level. Above 30’‐0” level will be painted black.

Up to 30’‐0” above finish floor, columns will be finished with wood paneling system. There will be metal trims in between different materials and Hard Rock memorabilia, built‐in millwork displays containing dimmable, LED lighting.

Beverage stations located within the space are to be a stainless steel counter tops by Food Service equipment and plastic laminate front finish.

Finish level is to be the same of the existing casinos.

I-3. ENTERTAINMENT VENUE

The Entertainment Venue will be defined by entry and exit portals with wood panel system, copper sheathing, & programmable, color changing LED panels. Drink rails are to be constructed of black powder coated, metal framing, infilled with reclaimed wood boards and an oxidized tin wrapped drink rail to define the venue’s space.

To the west of the venue, a VIP mezzanine containing a custom, built‐in banquette will be provided above the general seating area which will also have a custom, built‐in banquette. A brick veneer, wood, glass, and copper framed display wall that will have dimmable, LED lights per each display will be provided between the mezzanine stairs the seating areas. Hand rails of black powder coated, metal framing, infilled with 1” steel rods spaced 4” apart horizontally will line the mezzanine .

The ceilings will consist of a painted gypsum board soffit at the entry portal header, back corridors, over the bars and surrounding the dance floor. Over the dance floor, programmable, color changing LED panel clouds hung at varying heights will be clustered. The ceilings directly under and over the mezzanine and dance floor are to be copper, acoustical drop in tiles. There will be an illuminated venue signage and back lit, laser cut, black powder coated, aluminum panels. At each ceiling level change, the ceiling is to be lined by a 12” crown molding with a soffit surrounding the dance floor and front of the venue is to have a 12” soffit with dimmable, LED up lighting.

Walls will be a mixture of finishes including brick veneer; Venetian plaster; thin set, textured concrete; wood panel systems and paint. The coffered area above the dance floor and surrounding the Entertainment Venue is to be sheathed in a wood panel system. Both color changing, back lit, laser cut, black powder coated, aluminum panels and built‐in, display units consisting of wood, glass, and copper framed are to be located throughout the entire venue. A 12” stained wood base is to be provided at each wall.

A 5’‐0” raised stage with minimal fly space is to be provided at the east side of the venue. The walls will consist of brick veneer and a thin set, a wood panel wall system. The ceiling above is to be open and structured to support stage lighting.

Floors will primarily be polished stained concrete. The dance floor, stage, mezzanine, and mezzanine stairs are to be wood flooring.

Supporting spaces are to be at the same finish level as existing casino support spaces.

I-4. ENTERTAINMENT STANDING BAR

The 45” tall, five (5) well, entertainment standing bar, located to the north of the venue is to consist of an epoxy finished concrete bar top and side falls. The bar die wall is to be constructed of a wood panel system. A metal copper foot rest is to be provided at the base of the bar.

The back bar is consist of the same bar top; plastic laminate built‐in, lower cabinets; and black powder coated, aluminum frames with wood shelves for liquor display backed by architectural mirror. Five (5) televisions are to be wall mounted above the back bar. Over each bar well will be hung five (5) black powder coated, aluminum cantilevered frames, infilled with a copper woven mesh with Edison bulb type dimmable LED light fixture clusters will be used as an accent lighting of the space.

Flooring is to be an epoxy resinous floor.

I-5. CASINO BAR

A 45” tall, two‐sided, four (4) well, standing bar, located to the south of the venue serving both the Entertainment Venue and the casino is to consist of an epoxy finished concrete bar top and side falls. Both bar die walls are to be constructed of wood panel wall system. A metal foot rest is to be provided on the Entertainment bar side and six (6) bar‐top, electronic gaming machines are to be located on the casino side. At each gaming station, a concealed, pivoting, lockable door on a piano hinge is to be provided so that gaming machines can be accessed for maintenance.

The center service bar is to consist of the same bar top and plastic laminate lower built‐ins.

Flooring is to be an epoxy resinous floor.

I-6. MULTI-PURPOSE ROOM

The entry/pre‐function space of the Multi‐Purpose Room is to be defined by 18’‐0” walls constructed of a wood paneling wall system, brick veneer, and paint with a 12” wood base surrounding. The flooring is to be a ceramic tile and the ceiling is to be painted gypsum board with a 12” crown molding and three (3) custom, dimmable pendant light fixtures to be above each set of double doors. Each fixture is approximately 5’‐0” diameter x 2’‐0” high, made out of stretched fabric with aluminum framing.

The Admission/Coatroom is to be constructed of a reclaimed wood, a solid surface counter top, and a closable, wood and metal shutter system so that the can be closed off during non‐operating hours. The interior of the Admission/Coatroom is to be 15’‐0” high painted walls with 12” wood base and wood plastic laminated millwork with a painted gypsum ceiling with dimmable, LED can lighting. A carpet tile is to be provided for the flooring in this area.

A Concession Area next to the Admission/Coatroom will be constructed of reclaimed wood, a solid surface counter top, and a wood and metal shutter system so that the window can be closed off during non‐operating hours. The interior of the Concession area is to be 15’‐0” tall with higher‐end FRP, 6” rubber base and plastic laminated millwork. The ceiling is to be washable ceiling tiles with dimmable, LED can lighting. Quarry tile is to be provided for the flooring in this area.

The Multi‐Purpose Room will consist of a lower ceiling surround, 15’‐5” above finished floor. This surrounding soffit of painted gypsum board is approximately 10’‐5” deep around the north, east and west sides of the space and 18’‐9” at the southern entry and will have lighting “troughs” which will house approximately twenty (20), individual, exposed Edison bulb, lighting fixtures in the smaller troughs and sixty (60) in the larger one. The center portion of the Multi‐Purpose Space’s ceiling will be 20’‐0” above the finished floor with copper, acoustical drop‐in tiles with approximately ten (10), dimmable chandeliers and twelve (12) motorized belt ceiling fans. General illumination is to be dimmable 3,000K, LED, can style fixture. The ceiling is further enhanced by Microlit, faux wood beams and columns that help to quadrant off the ceilings.

The flooring will consist of a carpet tile inset surround by a ceramic tile.

A permanent, 36” tall platform will be provided on the north side of the space. The back wall of the platform will be constructed of a wood panel wall system with four (4) barn doors inclosing a permanent projection screen or bingo leader board. The platforms flooring will be a wood floor.

I-7. CASHIER

The cashier front portal will be finished with a wood panel wall system and wood framing. There will be illuminated, back lit, copper cashier sign attached to a copper canopy.

A solid surface counter will be provided at cashier . Decorative wood paneling will be used at cashier front. Decorative metal grills will be provided at each window if it is required by local regulation or owner’s request.

Employee side service area walls will be constructed with security wire mesh and gypsum board. Finish by vinyl wall covering or paint. Ceiling will be also constructed with security wire mesh and painted gypsum board at 12’‐0” above finish floor and be lit with dimmable, LED can lighting. Floor will receive front of the hose carpet tile. All cabinetry at employee side will be solid surface counter top & plastic laminate finished fronts.

Finish level is to be the same of existing casino cashiers.

I-8. SMOKE SHOP

The Smoke Shop portal will be finished with brick veneer to provide a clear opening of Smoke Shop window. The Smoke Shop front will be finished with reclaimed wood panels. There will be illuminated sign located above the portal. A closable, wood and metal shutter system is to be included so that the Smoke shop can be closed off during non‐operating hours.

The visible portion to patrons of the Smoke shop will consist of a solid surface counter top and walls 12’‐0” high of brick veneer, paint and rubber base. Plastic laminated millwork is to be provided and a painted gypsum ceiling with dimmable, LED can lighting is to finish off the area. A carpet tile is to be provided for the flooring in this portion of the Smoke Shop.

The storage of the Smoke Shop which is not visible to patrons will be painted gypsum board; rubber base; acoustical drop‐in‐ceiling; dimmable, LED can lighting; and vinyl flooring.

I-9. PUBLIC RESTROOMS

Ceiling will be painted gypsum board with recessed LED down lights.

Walls will be primarily porcelain tiles with accent mosaic stone tile inserts. There will be wallcovering border at the top of walls with type II / 20 oz. /a100% vinyl. The lavatory counters to be made of a granite stone top with under counter mounted sinks. Porcelain tiles to be used at the lavatory back wall and wall splashes. Automatic faucet and soap dispensers to be installed on counter top. Hard wired automatic hand driers will be also provided at lavatories area.

There will be a decorative portal at entry of restroom with accent of wood veneer, accent tile, porcelain tile or laminate panels. It will also carry illuminated restroom signs.

The flooring will be an epoxy resinous floor.

Finish level is to be the same of the existing public restrooms.

I-10. MEZZANINE LEVEL POKER ROOM

The Poker Room will be defined by entry portals of a 15’‐6” high perimeter consisting of brick veneer and frosted, store front, paned glazing with a 12” wood base and a copper, illuminated, back‐lit venue sign attached to a copper at the entry portals.

The Poker Room’s entry , waiting, and rest lounges are to be constructed a 13’‐6” walls finished with wood wainscoting, vinyl wallcovering , brick veneer and a 12” wood base. The flooring will have a carpet tiles and ceramic tile. The ceilings are to be painted gypsum board surrounded by a 12” wood crown moulding and the spaces will be lit by dimmable, LED can lighting and decorative wall sconces. At the entry lobby will be a 15’‐6”, up‐lit light trough.

The Poker Room’s cashier front will be finished with wood paneling, a solid surface counter top a decorative copper metal grill. Employee side service area walls will be constructed with security wire mesh and gypsum board and finish by vinyl wall covering or paint. Ceilings will also be constructed with security wire mesh and painted gypsum board at 13’‐6” above finish floor and be lit with dimmable, LED can lighting. Floors will receive front of the

hose carpet tile. All cabinetry at employee side will be solid surface counter top & plastic laminate finished cabinet fronts.

Finish level is to be the same of existing casino cashiers.

The main Poker Room space is to be surround by a soffit at 13’‐6” tall and 3’‐0” wide, encased with a 12” crown moulding which will up light a centered coffered ceiling consisting of a copper, drop‐in acoustical ceiling tiles at 15’6” above the finished floor and Microlit, faux wood beams that will help define each table space below. The walls will be constructed of wood wainscoting, paint, brick veneer and a 12” wood base. The flooring will be carpet tiles. The lighting with be dimmable, LED can lighting, decorative wall sconces and two (2) glass pendants above each poker table. A beverage station located within the space is to be a solid surface counter top and plastic laminate millwork.

The provided in the Poker Room are to 13’6” walls of porcelain tiles and type II/20 oz. / 100% vinyl wallcovering. The flooring is to be epoxy resinous flooring and the lavatory counters to be made of solid surface with under counter mounted sinks. Porcelain tiles are to be used at the lavatory back wall and wall splashes. Automatic faucet and soap dispensers to be installed on counter top. Hard wired automatic hand driers will be also provided at lavatories area.

Ceiling will be painted gypsum board with recessed LED down lights.

Finish level is to be the same of the existing public restrooms.

The Poker Room offices’ walls will be constructed with gypsum board, finish by vinyl wall covering or paint. Ceilings will be acoustical drop‐in tile at 13’‐6” above finish floor and be lit with dimmable, LED can lighting. Floors will receive the same carpet tile being used within the Poker Room.

The storage room and janitor’s closet are to be at the same finish level as existing storage and janitor’s closets.

I-11. POKER LOUNGE AREA

The Poker Lounge Area will be constructed of 15’‐6” tall, painted gypsum board with 6” wood bases to match the existing area. The ceiling will be a solid, gypsum ceiling surround at 15’‐3” and a copper, drop‐in ceiling tile at 15’‐6” and the space is to be lit by with dimmable, LED can lighting

Flooring will consist of both carpet and ceramic tiles.

Drink rails at the balcony overlooking the gaming area are to be constructed of black powder coated, metal framing, infilled with 1” steel rods spaced 4” apart horizontally and an oxidized tin wrapped drink rail to match what is being constructed for the Entertainment Venue.

I-12. BACK OF HOUSE

2”x4” acoustical ceiling tiles will be provided at 9 feet above finish floor as an office/back of house corridor standard. No ceiling will be provided at storage, mechanical/electrical rooms. Security metal lath mesh with painted gypsum finishes will be provided at secured back of house area. Washable ceiling tiles will be provided at EDR and area. Walls in the EDR and kitchenette area will receive the FRP finish. Painted gypsum board will be provided as a back of house standard finish. Painted ¾” plywood wall protections will be provided at back of house corridor.

24”x24” solution dyed nylon carpet tiles will be provided for admin/office floors. 6”x6” porcelain tiles will be provided at back of house restrooms floor. Corridors will be provided with Armstrong 12” x 12’ VCT tiles. Sealed concrete will be provided at heavy duty traffic areas. 6” high rubber base will be provided as back of house standard for carpet & concrete floors. Tile bases will be provided for tile floors.

Hard Rock Casino 4 Expansion MSA Schematic Design Narrative Mechanical/Plumbing/Fire Protection/Electrical

PART 1 - GENERAL

1.1 The Hard Rock Casino 4 is a 65,000 SF expansion to an existing casino. This expansion includes meeting room, and Back of House areas.

1.2 ENGINEERING

A. The Engineer of Record, MSA Engineering Consultants will provide Final Construction Drawings in conformance with this basis of design document. This Contractor will be responsible to construct complete and fully operable systems that meet the functional requirements and the specification requirements of all the different aspects of the project.

1.3 CODES AND STANDARDS

A. Codes and standards shall be considered a design minimum. The systems shall be designed to meet or exceed all codes and applicable standards. The facilities will be designed in accordance with applicable National, State and Local codes. These codes include, but are not limited to the following:

1. National Electrical Code (NEC), latest edition (2011). 2. Underwriter’s Laboratories, Inc., Standards for Safety (UL). 3. Illuminating Engineering Society (IES). 4. Institute of Electric and Electronic Engineers (IEEE). 5. National Electrical Manufacturers’ Association (NEMA). 6. Occupational Safety and Health Act (OSHA). 7. The National Fire Protection Association (NFPA) 8. American Society of Heating Refrigeration and Air Conditioning Engineers (ASHRAE) 9. American Society of Testing and Materials (ASTM) 10. American National Standards Institute (ANSI) 11. American Society of Mechanical Engineers (ASME) 12. Air Conditioning Refrigeration Institute (ARI) 13. American Gas Association

1.4 Seismic Restraints shall be provided for equipment and systems capable of resisting seismic loading as required by local jurisdictions.

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PART 2 - MECHANICAL

2.1 DESIGN CRITERIA

A. Outdoor Design Conditions Hard Rock Casino 4

1. Summer (105ºF Dry Bulb / 67ºF Wet Bulb) 2. Winter (-5ºF Dry Bulb) 3. Cooling tower selection (78°F Wet Bulb)

B. Indoor Design Conditions

1. Summer a. Conditioned spaces (occupied): 68-71ºF +/- 2ºF DB b. Conditioned spaces (unoccupied): 85°F +/- 2°F DB c. Unoccupied spaces (storage, mechanical, electrical, trash, etc. ): 80°F +/- 2°F DB d. : 74°F +/- 2°F DB 2. Winter a. Heated spaces (occupied): 68-71ºF DB +/- 2ºF DB b. Heated spaces (unoccupied): 55°F +/- 2°F DB c. Unoccupied spaces (storage, mechanical, electrical, trash, etc. ): 68°F +/- 2°F DB 3. Air Filtration a. Vertical Fan Coil Units 1. MERV 6 pleated filter b. Horizontal Fan Coil Units 1. MERV 6 pleated filter c. Air Handling Units 1. Pre-filter – MERV 8 pleated filter 2. Final Filter – MERV 14 cartridge d. Make-up Air Units 1. Pre-filter – MERV 8 pleated filter 2. Final Filter – MERV 14 cartridge e. IV PREP – USP 800 1. Pre-filter – MERV 8 pleated filter 2. Final Filter – MERV 14 cartridge 3. Fan filter 99.9% HEPA 4. Humidity Control a. Summer: Maximum space relative humidity 30-60% +/- 5% b. Winter: No humidity control 5. Outdoor Air Ventilation a. Carbon dioxide sensors shall be utilized to provide demand control ventilation. This will allow the reset of the OA minimum setpoint as required to meet indoor air quality standards of densely populated areas. As a minimum, 15 cfm / person of outside air shall be provided.

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C. Cooling and Heating Load Design Criteria

1. The space load factors in Table 1 shall be used to calculate the cooling and heating loads.

TABLE 1 SPACE LOAD FACTORS

OCCUPANCY LIGHTING POWER SPACE (SF / Person) (WATTS / SF) (WATTS / SF) Casino (Slot Areas) 15 6.0 12.0 (3) Casino (Table Areas) 30 6.0 2.0 Casino (Circulation 15 6.0 0.0 Areas) Poker Room 30 6.0 2.0 Cage 100 4.0 4.0 Cashier 100 4.0 2.0 Count 100 4.0 5.0 Lounge / Bar (1) 15 6.0 4.0 Circulation (FOH) 100 4.0 0.5 Circulation (BOH) 100 2.0 0.5 Meeting Rooms 20 6.0 4.0 (Conference Rooms) Employee Dining 15 4.0 1.5 Restrooms (FOH) 100 4.0 0.0 Restrooms (BOH) 100 2.0 0.0 Offices 140 2.0 3.0 Conference 20 4.0 2.0 Copy Rooms 200 2.0 4.0 Breakrooms 30 2.0 1.0 Surveillance 200 2.0 (5) Data/MATV/IDF/MDF/ 250 2.0 (5) AV

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OCCUPANCY LIGHTING POWER SPACE (SF / Person) (WATTS / SF) (WATTS / SF) Back-of-House 100 2.0 1.0 Back-of-House Shops 200 2.0 (6) Equipment Rooms Not Occupied 2.0 (7) Receiving 300 2.0 1.0 Janitor / Trash Not Occupied 2.0 1.0

Notes: 1. Provide 15-20 Air Changes per hour 3. Verify actual loads with slot layout (350 BTUH / slot machine -or- 10.0 to 15.0 w/sf) 4. Verify actual load with lighting designer (7 w/sf to 15 w/sf) 5. Verify actual load with electrical / low voltage designer (10 w/sf to 15 w/sf) 6. Verify actual load for owner supplied equipment 7. Verify actual load with equipment manufacturer

2.2 SYSTEM DESCRIPTIONS

A. Automatic Temperature Controls (ATC):

1. A computer based automatic temperature control system (DDC) will control functions/systems to maintain proper environmental conditions at all times. This system shall be installed in this phase and be capable to be expanded to include future systems. 2. The ATC system shall monitor the space temperature in the following spaces: a. Fire Riser Rooms. b. Electrical Rooms. c. Tel Data Rooms. d. IT Closets. e. Elevator Machine Rooms. 3. Miscellaneous exhaust fans will be controlled through manual switches, time clocks, or thermostatic switches, depending upon application of each fan. 4. All controlled and monitored systems shall be connected to a local area network. The location of the head end interface shall be coordinated with the owner. 5. Casino and multi-purpose areas will have CO2 sensors to control and modulate the outdoor air quantity to meet outdoor ventilation requirements for the associated space.

B. Podium Central Plant:

1. The Podium shall be served by a central chilled water and hot water piping system within the existing plant.

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C. System:

1. The podium shall be zoned as indicated and shall be served by outdoor; four pipe air handling units with capacities noted in Table 2.

TABLE 2

AIRFLOW CAPACITY AND CONTROL TYPE

AIRFLOW AHU # AREA SERVICED SYSTEM CONTROL TYPE CAPACITY (CFM) 4-1 Casino 21,000 CV 4-2 Casino 21,000 CV 4-3 Bar 30,000 CV 4-4 BOH 20,000 VAV 4-5 BOH 20,000 VAV 4-6 Poker 32,000 VAV

Note: 1. Coordinate exhaust and humidity requirements with unit capacities. 2. Coordinate hood exhaust requirements with unit capacities.

2. Podium air handling units shall include pre-filters, final filters, constant or variable volume supply fans, chilled and hot water coils, access sections, mixing sections and constant or variable volume exhaust fans. 3. The outdoor air quantity shall be controlled by carbon dioxide space conditions. 4. Rooftop air handling units shall be capable of airside economizer. 5. Indoor air handling units shall be ducted to roof mounted intakes or wall mounted louvers and shall be sized for economizer operation.

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D. Supply and Return Distribution System:

1. All supply air will be distributed through sheet metal and flexible ductwork and air diffusers. Ductwork will be distributed to serve all occupied space. Supply air ductwork will be thermally insulated. Ductwork will be acoustically lined downstream of all terminal units and within 20 feet upstream and downstream of all fans, including plenums. 2. Ductwork upstream of VAV terminal boxes will be medium pressure. Ductwork downstream of VAV terminal boxes will be low pressure. Terminal boxes shall include hot water re-heat. 3. Return air will be via ceiling return air plenums ducted to the associated rooftop unit. Provide minimum two elbows and line entire run of duct with 2” 3 lbs density liner. 4. All exterior ductwork shall be galvanized sheet metal with 2” 3 lbs density liner. Caulk all joints water tight with silicone sealant and paint with UV resistant materials. 5. Air distribution system shall maintain the following NC levels for the associated space: a. Casino NC-40. b. Administration/Offices NC-35. c. Lobbies/Circulation NC-40. d. Service Areas NC-50. e. BOH Areas NC-40. f. Mechanical/Electrical NC-50. g. Meeting Rooms NC-30.

E. Water Distribution:

1. Chilled and hot water shall be distributed throughout the building in a direct return system to air handling units, fan coil units, VAV Terminal boxes, unit heaters, and other associated systems. 2. All flow shall be variable and all control valves shall be 2-way.

F. Data/Surveillance/MATV/MDF/IDF/AV Cold Rooms (3 tons and under):

1. The split system air conditioning unit will be hung from structure containing filters, supply fan and DX cooling coil. No air distribution ductwork will be included. 2. Refrigerant (liquid and suction) lines shall extend from the AC unit to the condenser. The condenser shall be located on the roof or at grade.

G. Data/Surveillance/MATV/MDF/IDF/AV Cold Rooms (4 tons and greater):

1. Each space shall be served by a single zone constant volume unit having chilled water coils. Critical spaces shall be provided with multiple units to provide redundancy, a back-up source of cooling and emergency/stand-by power.

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H. Exhaust Systems:

1. , janitor’s closet and locker areas will be exhausted by roof mounted fans via sheet metal. 2. hood systems will be exhausted by up-blast, grease rated exhaust fans located on the roof. Kitchen exhaust ductwork will be 16 gauge, welded, black carbon steel and shall be insulated with approved 2-hr fire wrap. 3. Dishwasher exhaust will be 18 gauge, stainless steel.

PART 3 - PLUMBING

3.1 DESIGN CRITERIA

A. Domestic Cold Water:

1. The most remote flush valve shall be provided with a minimum of 30 psi of residual pressure and the most remote fixture shall be provided with a minimum of 20 psi of residual pressure. 2. Maximum water pipe velocity shall be 8 fps. 3. All piping shall be insulated. 4. Piping shall not be routed through sound critical spaces.

B. Domestic Hot Water:

1. Domestic hot water serving the Casino shall be provided at 140ºF. 2. Maximum water pipe velocity shall be 5 fps. 3. All supply and return piping shall be insulated. 4. Piping shall not be routed through sound critical spaces.

C. Natural Gas:

1. Natural gas shall be provided at approximately 5 psi at the required flow rate for operation of HVAC and domestic water heating equipment.

3.2 SITE UTILITY DISTRIBUTION

A. The piping systems for domestic water, fire protection water, sanitary sewer, storm sewer, and natural gas shall be extended from the street into the building.

B. All sanitary sewers shall drain by gravity to the street sanitary sewer.

3.3 COLD WATER SYSTEMS

A. The building shall be supplied with a metered 3” cold water main to be located on the front side of the building. The cold water main shall be stubbed into Room XXX.

B. A booster pump shall be located in Room XXX and shall provide the building with adequate pressure for the proper operation of the domestic water system.

C. Potable water shall be routed through the building to serve the plumbing fixtures.

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D. A non-potable system shall be installed to provide make up water for mechanical systems. Reduced pressure backflow preventor and piping shall extend to appropriate mechanical systems.

E. Provide keyed freeze proof wall hydrants around building at max intervals of 100 feet.

3.4 HOT WATER SYSTEMS

A. Provide gas fired water heaters to provide 140°F water. Provide tempering valve system to distribute a 120°F system. Provide minimum of three water heaters.

B. Extend 140°F pipe system to kitchens as required.

C. Hot water and recirculation systems shall be routed similar to the cold water piping.

D. A hot water recirculating loop and associated pumps (with 100% redundancy) for all systems shall be provided.

E. The hot water system shall be softened by a central water softening system.

3.5 SANITARY DRAINAGE

A. A hard piped sanitary waste and vent system shall service the toilet rooms, water coolers, and floor drains in toilet rooms and mechanical rooms.

B. The building shall be served 8” sanitary sewer mains and one 4” grease waste main. One (1) sanitary waste main shall be located on the East side of the building and shall be a 6” sanitary sewer.

3.6 NATURAL GAS

A. Natural gas piping and required valving shall be extended through the building to each gas fired apparatus.

B. Provide regulating valves as required and vent each to the outdoors.

C. Coordinate gas service requirements with gas service provider.

D. Provide mechanical linkage type gas valves for gas service to kitchen equipment under exhaust hoods and interlock with the fire protection system.

3.7 PLUMBING FIXTURES

A. Plumbing fixtures such as toilets, urinals, lavatories, janitor’s sinks, water coolers, etc., including those for handicapped use, shall be provided. All plumbing fixtures will be of the water conserving type.

B. Provide hard wired sensor type activation devices on all Podium front of house faucets, urinals, and water closets.

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3.8 STORM DRAINAGE SYSTEM

A. An interior roof drainage system will be provided. Leaders will run in the ceiling to pipe chases and discharged to grade.

B. Provide discharge spout nozzles at all exterior discharge points.

C. Insulate all roof drain horizontal piping and elbows.

PART 4 - ELECTRICAL

4.1 ELECTRICAL SERVICE AND DISTRIBUTION

A. SYSTEM: 1. 13,200 volt, 3-phase, 3-wire, owner primary distribution switchgear; complete and operational with feeder system (including conduit, copper wire, pullboxes). a. Connection to existing owner primary site distribution, new transformer, vaults, etc. b. The scope of work for this medium voltage distribution system will be to intercept the existing medium voltage site loop with new medium voltage conduit and conductors. A new loop switch will be installed within the new electrical equipment yard adjacent to the building addition. A new 2000KVA medium voltage transformer will be installed to support the new building addition along with spare capacity. 2. 277/480 volt and 120/208 volt, 3-phase, 4-wire power; complete and operational. Panels, transformers, and equipment sized for 25% spare capacity. Equipment includes: a. Distribution switchboards, panels, transformers, lighting and power panels, motor control centers, disconnect switches, controllers, accessories. b. Feeder system (including conduit, copper wire, pullboxes). c. Circuit breakers, switches, fuses, and starters. d. Power feeders and connections for equipment furnished by others. e. A new 3000 amp, 480/277 volt, 3-phase, 4-wire exterior mounted distribution switchboard will be installed to support this new building addition in addition to all required downstream distribution equipment.

B. EMERGENCY STANDBY SYSTEM:

1. A new diesel-driven, air-cooled generator set rated at 750 KW 480 volt, 3- phase, 4-wire output with sub-base fuel tank for 72 hour capacity, exterior housing, and automatic transfer switches. 2. Generators to provide power for emergency and standby systems including: a. One (1) elevator per bank. b. Smoke exhaust and pressurization fans. c. Fire detection and alarm systems. d. Fire pumps/jockey pumps. e. Aviation warning lights.

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f. Communication systems. g. Life/safety systems. h. Surveillance equipment. i. Miscellaneous systems including gaming machines, security systems, Bingo system, cash registers, house-required systems, point of sale system. 3. Equip generator with automatic start control to start and bring generator to required voltage and frequency within ten (10) seconds. 4. Provide generator status and control in fire command center and chief engineer's office. 5. Provide local controls and indicators on generator. 6. Provide skid-mounted dualwall day tanks and underground fuel oil tanks complying with code requirements to allow minimum 72-hour run time at full load. 7. Equip transfer switches with automatic sensing relays to sense power outage, signal generators to start, and transfer load to standby/emergency systems. Equip transfer switches with auxiliary contact to provide status at fire command center and chief engineer's office.

C. POWER AND LIGHTING PANELS:

1. Provide in kitchen, bars, dining areas, food and beverage areas, casino, hotel tower back of house areas, and other areas as required. Provide necessary conduit, wire, cords, cord caps and accessories and make final connections. Panelboard locations shall be within electrical or equipment rooms, concealed or in back of house spaces.

D. MECHANICAL EQUIPMENT:

1. Provide necessary switchgear, disconnect switches, starters, combo starters, conduit, wire, and similar accessories required and make connections to equipment.

E. LIFE SAFETY SYSTEM:

1. Egress and exit lighting including approximately 50% of general lighting in the gaming area. Maintain code requirements as a minimum design guideline. 2. Partial lighting for porte cochere, entrances, toilet rooms, electrical rooms, and kitchens, etc. (This shall be considered part of required egress lighting.) 3. Fire alarm/life safety system. 4. Required smoke control and pressurization systems.

F. STANDBY SYSTEMS:

1. Sewage ejector and lift stations. 2. Sump pumps. 3. Gaming equipment (slots, keno, bingo, etc.). 4. UPS and IPS systems. 5. Refrigeration racks. 6. Freezer and cooler coils.

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7. Audio and paging systems. 8. . Individual or via controllers, one per bank minimum. 9. Telephone equipment. 10. Heat trace for grease lines and sprinkler pipes.

G. UPS System:

1. All data equipment in MIS room. 2. P.O.S. system. 3. Surveillance headend equipment. 4. Gaming machines. 5. Table games. 6. Unit to be rated at 300 KVA, 480 volt input, 480 volt output and be provided with external maintenance by-pass switch with dual input feeds and 15 minutes of battery backup.

H. IPS System:

1. Minimum of one light over each table game. 2. Partial lighting in cage, change booths or wherever money is handled. 3. Minimum of every 3rd light in the Casino based on a 12 ft X 12 ft. pattern. 4. Unit to be rated at 50 KVA, 208V input, 208V output and be provided with external maintenance by-pass switch and 90 minutes of battery backup.

4.2 LIGHTING

A. INTERIOR LIGHTING FIXTURES - MINIMUM REQUIREMENTS:

1. Casino - Recessed LED downlights minimum 12 feet on center plus additional specialty LED downlights, chandeliers, sconces, cove lighting and feature/theming lighting. 2. Restaurants - Similar to casino with dimmer controls. 3. Kitchen - LED troffers acrylic lens w/gasket – 70 FC minimum, comply with Health Department for lighting levels at all food service areas. 4. Lounges, Bars - Recessed LED downlights on dimmers; locate over bar, in general areas, and accents. 5. Stages/Showrooms/Cabarets - Provide theatrical lighting and dimming systems in addition to general overhead and accent/theming lighting. 6. Office/Administration - LED lighting; recessed indirect. 7. Back of House areas and corridors- LED lighting with acrylic lens. 8. Decorative - Furnished by others; installed under electrical contract on dimmers.

B. EXTERIOR LIGHTING-Minimum requirements:

1. Lighting in all themed facade window boxes. 2. Lighting in all water features. 3. Contactor controlled panels for all exterior lighting tie into master clock in building energy management system. 4. All exterior lighting to be concealed within or behind architectural elements.

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4.3 MISCELLANEOUS ELECTRICAL SYSTEMS

A. BINGO:

1. Complete Bingo system including all random numbers generators, monitors, writer stations, etc. 2. Bingo boards to be located in as directed by owner’s representatives. Allow minimum of 20 Bingo boards.

B. PLAYERS CLUB:

1. Provide wireless Player’s Club sign-up equipment with antenna/receiver equipment for a minimum of 8 locations within the Casino.

LIGHTNING PROTECTION EQUIPMENT:

2. Provide a complete UL Master Labeled System. Provide as a deductive alternative pricing for a lightning preventor system. 3. Provide complete ufer ground and all down leads.

C. GAMING EQUIPMENT:

1. Provide power and control for all equipment. a. Provide casino floor with complete raised floor system with power and data under floor junction boxes. b. Provide final power connections to 520 slots, 6 table games, and other gaming-related equipment. c. Provide all low voltage raceways, cables, etc. to all pit stands. d. Provide complete slot data system. e. Provide common enclosure panels for all slot homeruns based on (4) three machines per 20 AMP circuit. f. Slot power homerun conductors to be #10’s with #10 neutral. Provide duplex isolate ground outlet per slot machines. g. Provide minimum K-13 rated transformers and Harmonic correcting equipment for all slot power distribution equipment.

D. SITE AND INTERIOR SIGNAGE:

1. Provide panels, conduit, wire, controllers, and accessories and make final connections. All signage provided under separate contract connected by electrical.

E. GENERAL USE DUPLEX OUTLETS:

1. One duplex receptacle for every 35 square feet, with minimum one per room, 30' on center in corridors. Additional receptacles will be required for emergency, UPS and dedicated/equipment load connections. 2. Provide G.F.I. receptacles as required by N.E.Code. 3. Provide dedicated circuits for equipment including vending machines, ice machines, ATM’s, copiers and other specialty equipment.

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F. DEVICES:

1. All outlets and switches to be Leviton “DECORA” Series Front and Back of House and guest rooms. Plates to be nylon except in food service areas which are to be stainless steel. Color of all devices and plates are to be selected by Architect. 2. Switches and outlets are to be ganged when more than one of either is shown adjacent to another switch or outlet.

4.4 GENERAL

A. QUALITY ASSURANCE:

1. Where specific requirements are not indicated, comply with the following as minimum standards: a. National Electrical Code 2011 or latest edition (NFPA). b. Illuminating Engineering Society Lighting Handbook. c. Local and state ordinances. d. State and local fire marshal requirements. e. International Building Code, current edition. 2. Trenching and underground duct banks, manholes, vaults, and conduits servicing utilities (telephone and power) provided under construction contract.

B. TEMPORARY POWER REQUIREMENTS:

1. Temporary power service for the entire construction period. 2. Temporary power distribution system. 3. Illumination of the areas during construction period. 4. Switchgear, distribution transformers, and devices. 5. Bus ducts, conduit, and wire feeders. 6. Be responsible for utility companies' charges for installation and removal of temporary facilities. 7. Temporary facilities required by utility companies for temporary service. 8. Be responsible for utility companies' energy consumption bills. 9. Relocation of all or part of system required to maintain temporary power to all portions of the project for the entire period of construction. 10. Concrete work required. 11. Lamps including replacements. 12. Incidental items not indicated but required for complete systems. 13. Voltage drop not to exceed 5% from main switchboard to lamp holders and devices. 14. Submittals: Single-line diagram and floor plan of proposed system. 15. Codes and Standards - Comply with applicable codes and OSHA requirements for intended use.

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C. GENERAL CONDITIONS:

1. Provide for all related work from other sections and as required by other trades for a complete system. 2. Provide for all cutting, patching, saw cut, trench and backfill, sleeves, and penetrations as required. 3. All pad mounted equipment shall be mounted on a 4” housekeeping pad. 4. Provide for independent testing and ground fault setting coordination of all power systems rated.

END OF SECTION

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