02-Volume 2-Technical Specifications.pdf

Great Lakes St. Lawrence Seaway Development Corporation 180 Andrews Street Massena, NY 13662

Project & Location:

Visitors’ Center Eisenhower Lock Massena, NY 13662

Architect/Engineer Aubertine and Currier Architects, Engineers & Land Surveyors, PLLC 522 Bradley Street Watertown, NY 13601 A&C Project #: 2011-087.001

Mechanical/Electrical Engineer Jade Stone Engineering, PLLC 444 Vanduzee Street Watertown, New York 13601

Fire Protection Engineer Ran Fire Protection Engineering 1062 Central Avenue Albany, NY 12205

Exhibit Designers Hadley Exhibits Inc.

1700 Elmwood Avenue Buffalo, NY 14207

VOLUME 2

Technical Specifications for:

MARCH 2022—100% FOR CONSTRUCTION

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TABLE OF CONTENTS

EISENHOWER LOCK VISITORS’ CENTER

Great Lakes St. Lawrence Seaway Development Corporation Massena, New York

Table of Contents

VOLUME 1

Division Section Title

DIVISION 1 - GENERAL REQUIREMENTS

011000 Summary 011400 Work Restrictions 013000 Administrative Requirements 014000 Quality Requirements 014200 References 014533 Special Inspections & Structural Testing

014533.1 SUP Statement of Special Inspections

015000 Temporary Facilities and Controls 016000 Product Requirements 016116 Volatile Organic Compound (VOC) Content Restrictions 017300 Execution and Surveying 017419 Construction Waste Management and Disposal 017700 Closeout Procedures 017823 Operation and Maintenance Data 017839 Project Record Documents

DIVISION 2 – EXISTING CONDITIONS

020000 Limited Hazardous Material Survey 021000 Subsurface Investigation and Geotechnical Evaluation Services 024116 Structure Demolition

DIVISION 3 - CONCRETE

033000 Cast in Place Concrete

DIVISION 4 - MASONRY

042000 Unit Masonry

DIVISION 5- METALS

051200 Structural Steel Framing 052100 Steel Joist Framing 053100 Steel Decking 054000 Cold-Formed Metal Framing 054400 Cold-Formed Metal Trusses 055000 Metal Fabrications 055213 Pipe and Tube Railings

DIVISION 6 – WOOD, PLASTICS AND COMPOSITES

061000 Rough Carpentry

DIVISION 7 – THERMAL AND MOISTURE

072100 Thermal Insulation 072500 Weather Barriers 074113 Metal Roof Panels 074213 Metal Wall Panels 075000 EPDM Roof Membrane 079200 Joint Sealants

DIVISION 8 - DOORS AND WINDOWS

081113 Hollow Metal Doors and Frames 083000 Specialty Doors and Frames 084113 Aluminum-Framed Entrances and Storefront 087100 Door Hardware

DIVISION 9 – FINISHES

092600 Gypsum Board Assemblies 093013 Ceramic Tiling 095110 Acoustical Panel Ceilings 099120 Painting

DIVISION 10 – SPECIALTIES

102113 Toilet Compartments 102800 Toilet, Bath and Laundry Accessories 105200 Fire Extinguishers, Cabinets and Accessories

DIVISION 12 – FURNISHINGS

123040 Plastic Laminate-Faced Casework

VOLUME 2

DIVISION 14 – CONVEYING EQUIPMENT

142100 Electric Traction Passenger Elevations

DIVISION 21 – FIRE SUPPRESSION

210524 Backflow Preventers 210529 Pipe Hangers and Supports 211300 Sprinkler Piping 211313 Sprinkler Systems

DIVISION 22 – PLUMBING

220510 Basic Plumbing Requirements 220515 Plumbing Firestopping 220553 Plumbing Identification 220719 Plumbing Piping Insulation 221005 Plumbing Piping 221006 Plumbing Piping Specialties 224000 Plumbing Fixtures

DIVISION 23 – HEATING VENTILATING & AIR CONDITIONING

230510 Base Mechanical Requirements 230515 Mechanical Firestopping 230553 Identification for HVAC Piping and Equipment 230593 Testing, Adjusting and Balancing of HVAC 230713 Duct Insulation 230719 HVAC Piping Insulation 232300 Refrigerant Piping 233100 HVAC Ducts and Casings 233300 Air Duct Accessories 233416 Centrifugal HVAC Fans 233700 Air Outlets and Inlets 237413 Packaged Roof-top Units 238101 Terminal Heat Transfer Units 238129 Variable Refrigerant Flow HVAC Systems

DIVISION 26 – ELECTRICAL

260513 Medium-Voltage Cables

260519 Low-Voltage Electrical Power Conductors and Cables 260526 Grounding and Bonding For Electrical Systems 260529 Hangers and Supports For Electrical Systems

260533.13 Conduit For Electrical Systems

260533.16 Boxes For Electrical Systems

260553 Identification for Electrical Systems 260573 Power System Studies 260583 Wiring Connections 260923 Automatic Lighting Controls 261200 Medium-Voltage Transformers 262416 Panelboards 262726 Wiring Devices 262813 Fuses

262816.16 Enclosed Switches

263213 Engine Generators 263600 Transfer Switches 265100 Interior Lighting

DIVISION 27- COMMUNICATIONS

271000 Structured Cabling

275129.13 Two-Way Communication Systems

DIVISION 28 – ELECTRONIC SAFETY AND SECURITY

284600 Fire Detection and Alarm

VOLUME 3

DIVISION 31 – EARTHWORK

311000 Site Clearing 312200 Grading 312316 Excavation

312316.26 Rock Removal

312319 Dewatering and Drainage 312323 Fill 315000 Excavation Support and Protection

DIVISION 32 – EXTERIOR IMPROVEMENTS

321216 Asphalt Paving 321313 Concrete Paving 321373 Concrete Paving Joint Sealants 323113 Chain Link Fences and Gates 323119 Decorative Metal Fences and Gates 323300 Site Furnishings 329219 Seeding

DIVISION 33 – UTILITIES

331416 Site Water Utility Distribution 333113 Facility Sanitary Sewers 334211 Stormwater Gravity Piping 334211 Stormwater Drains

DIVISION 34 – EXHIBIT DOCUMENTS

34100 Summary of Work and Special Requirements 34150 Submittals and Prototypes 34200 Project Coordination 34250 Project Meetings 34300 Submittal Procedures 34350 Work Restrictions 34400 Architectural Woodwork

34450 Metal Fabrication and Finishing 34500 Wall Coverings and Murals 34550 Graphics 34600 Artifacts, Models and Objects 34650 Electrical Wiring 34700 Audio Visual and Interactive Systems 34750 Closeout Procedures 34800 Closeout Submittals Design Development Package

EISENHOWER LOCK VISITORS' CENTER March 2022

Massena, New York

Electric Traction Passenger Elevators 142100- 1

SECTION 142100 - ELECTRIC TRACTION PASSENGER ELEVATORS

PART 1 - GENERAL

1.1 SECTION INCLUDES

A. Electric traction passenger elevators.

1.2 RELATED SECTIONS

A. Section 015000 - Temporary Facilities and Controls: Protection of floor openings and personnel barriers; temporary power and lighting.

B. Section 033000 - Cast-in-Place Concrete: Elevator pits.

C. Section 042000 - Masonry Units (Unit Masonry): Setting sleeves, inserts, and anchoring devices in masonry for guide-rail brackets.

D. Section 051200 - Structural Steel Framing: Support steel, divider beams, and hoist beams.

E. Section 055000 - Metal Fabrications: Pit ladders, supports for entrances in drywall hoistways.

F. Section 061053 - Miscellaneous Rough Carpentry: Temporary platform assembly.

G. Section 092600 - Gypsum Board: Hoistway walls.

H. Section 099125 - Painting: Field painting of elevator entrances over primer.

I. Section 283100 – Fire Alarm System: Heat, smoke, and products of combustion sensing devices, fire alarm signal lines to contacts in machine space.

J. Section 23000 - Heating, Ventilating, and Air Conditioning Equipment (Heating, Ventilating, and Air-Conditioning (HVAC)): Heating, cooling, and ventilation of control and machinery space.

K. Section 260000 – Basic Electric Work.

L. Section 262400 - Switchboards, Panelboards, and Control Centers (Switchboards and Panelboards): Disconnect switches.

M. Section 265000 - Lighting: Light fixtures.

N. Section 221429 - Sump Pumps: For sump pumps, sumps, and sump covers in elevator pits.

O. Section 271500 - Communications Horizontal Cabling: For Telephone service for elevators and for Internet connection to elevator controllers for remote monitoring.

P. Section 273000 - Telephone and Intercommunication Equipment (Voice Communications):

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Electric Traction Passenger Elevators 142100- 2

Telephone outlets and elevator telephones.

Q. Section 31000 - Earthwork: Excavation of elevator pit.

1.3 REFERENCES

A. ANSI/ASME A17.1/CAN/CSA B44 - Safety Code for Elevators and Escalators.

B. ADAAG - Americans with Disabilities Act Accessibility Guidelines.

C. ANSI/NFPA 70 - National Electrical Code.

D. ANSI/NFPA 80 - Fire Doors and Windows.

E. ANSI/UL 10B - Fire Tests of Door Assemblies.

F. CAN/CSA C22.1 - Canadian Electrical Code.

G. Model and Local Building Codes. ISO 9001: 2000 - Quality Management Systems - Requirements.

1.4 DESIGN REQUIREMENTS

A. Arrange elevator components in control closet or machinery space so equipment can be removed for repairs or replaced with minimal disturbance to other equipment and components.

B. Where permitted by code, provide all elevator equipment including controls, drives, transformers, and rescue features within the elevator hoistway.

1.5 SUBMITTALS

A. Comply with Section 013300 - Submittal Procedures.

B. Product Data: Submit manufacturer/installer's product data, including:

1. Descriptive brochures or detail drawings of car and hall fixtures, cab ceilings, and product features.

2. Power Information: Horsepower, starting current, running current, machine and control heat release, and electrical requirements.

C. Shop Drawings: Submit manufacturer/installer's shop drawings, including plans, elevations, sections, and details, indicating location of equipment, loads, dimensions, tolerances, materials, components, fabrication, fasteners, hardware, finish, options, accessories, and other information to render totally functional elevators.

D. Samples: Submit manufacturer/installer's samples of standard colors and finishes of finish materials.

E. Operation and Maintenance Manual: Submit manufacturer/installer's operation and maintenance

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Electric Traction Passenger Elevators 142100- 3 manual; including operation, maintenance, adjustment, and cleaning instructions; trouble shooting guide; renewal parts catalogs; and electrical wiring diagrams.

F. Warranty: Submit manufacturer/installer's standard warranty.

1.6 QUALITY ASSURANCE

A. Manufacturer/Installer's Qualifications: Specialize in manufacturing and installing elevator equipment, with a minimum of 10 years successful experience.

B. Regulatory Requirements:

1. Elevator design, clearances, construction, workmanship, materials, and installation, unless specified otherwise, shall be in accordance with ANSI/ASME A17.1, handicap accessibility, Americans with Disabilities Act, and other codes having legal jurisdiction.

2. ANSI/ASME A17.1 shall govern, except where codes having legal jurisdiction include more rigid requirements or conflict with ANSI/ASME A17.1.

3. Elevator shall follow design and manufacturing procedures certified in accordance with ISO 9001:2000 to meet product and service requirements for quality assurance for new products.

4. Where product is in variance to the published ANSI/ASME A17.1 model code, provide a 3rd party AECO certification demonstrating equivalent function, safety, and performance.

C. Pre-installation Meeting:

1. Convene pre-installation meeting before start of installation of elevators.

2. Require attendance of parties directly affecting work of this section, including Contractor, Architect, and elevator manufacturer/installer.

3. Review examination, installation, field quality control, adjusting, cleaning, protection, and coordination with other work.

1.7 DELIVERY, STORAGE, AND HANDLING

A. Delivery: Deliver materials to site in manufacturer/installer's original, unopened containers and packaging, with labels clearly identifying product name and manufacturer/installer.

B. Storage: Store materials in clean, dry area indoors in accordance with manufacturer/installer's instructions.

C. Handling: Protect materials during handling and installation to prevent damage.

1.8 PROJECT CONDITIONS

A. Temporary Electrical Power:

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Electric Traction Passenger Elevators 142100- 4

1. Owner will arrange for temporary 220 VAC, single-phase, 60 Hz., GFCI-protected electricity to be available for installation of elevator components.

2. Comply with Section 015100 - Temporary Utilities.

B. Installation of the Elevator:

1. General Contractor will provide permanent three-phase power prior to installation start.

2. General Contractor will provide clear, rollable access to a 20' x 10' secure and dry storage area prior to delivery.

3. General Contractor will provide a clean, dry, and complete hoistway along with temporary installation platform and all required OSHA-compliant barricades prior to delivery.

C. Temporary Use of Elevator:

1. Owner will negotiate with manufacturer/installer for temporary use of elevator, if required.

2. Temporary use of elevator shall be in accordance with terms and conditions of manufacturer/installer's temporary acceptance form.

1.9 SCHEDULING

A. Coordinate elevator work with work of other trades, for proper time and sequence to avoid construction delays.

1.10 WARRANTY

A. Manufacturer/installer shall guarantee materials and workmanship of equipment installed under these specifications and make good, defects not due to ordinary wear or to improper use, which may develop within 1 year after completion of installation or acceptance thereof by beneficial use, whichever is earlier.

1.11 MAINTENANCE SERVICE

A. Elevator maintenance service shall be performed by elevator manufacturer/installer.

B. Elevators shall receive regular maintenance on each unit for period of 12 months after completion of work specified herein or acceptance thereof by beneficial use, whichever is earlier.

C. Trained employees shall make periodic examinations and perform work including necessary adjusting, greasing, oiling, and replacing parts to keep elevators in operation, except parts that require replacement because of accidents, vandalism, misuse, or negligence by parties other than manufacturer/installer.

D. Manufacturer/installer shall perform all Work, except emergency minor adjustment call-back service, during regular working hours. Manufacturer/installer shall provide emergency minor adjustment call-back service, during regular working hours.

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Electric Traction Passenger Elevators 142100- 5

E. Should Owner request that examinations, cleaning, lubrication, adjustments, repairs, replacements, or emergency minor adjustment call-back service, unless specified herein, be performed on other than manufacturer/installer's regular working hours of regular working days, manufacturer/installer shall absorb straight-time labor charges and Owner will compensate manufacturer/installer for overtime premium, travel time, and expense at normal billing rates.

F. Elevator Control System:

1. Include built-in remote diagnostic module to relay constant status of elevators and control system to a 24-hour, 7-days-a-week, central-monitoring facility.

2. Remote Monitoring Device: Transmit information on current status of elevators, including malfunctions, system errors, and shutdown.

PART 2 - PRODUCTS

2.1 MANUFACTURER/INSTALLER

A. Schindler Elevator Corporation, or architect approved equal

B. Elevator shall be installed by elevator manufacturer.

2.2 ELEVATOR SYSTEM AND COMPONENTS

A. Electric Traction Passenger Elevators: Basis of design is the Schindler 3300 Gearless Traction Elevator.

B. Elevator Equipment Summary:

1. Application: Machine Room Less

2. Counterweight Location: Side

3. Machine Location: Top of the hoistway mounted on car and counterweight guide rails

4. Control Space Location: Top landing entrance frame or entrance frame at one floor below the top landing

5. Service: General Purpose Passenger

6. Quantity of Units: 1

7. Capacity: 2500 lbs

8. Speed: 150 fpm

9. Travel: 28 feet 0 inches

10. Landings: 3

11. Front Openings: 3

12. Rear Openings: 0

13. Operation: Microprocessor Single Car Automatic Operation

14. Clear Inside Dimensions: 6'-9'' W x 4'-5'' D

15. Cab Height: 7'-9''

16. Guide Rails: 15 lb. per foot

17. Entrance Type and Width: Two Speed Side Opening Doors 3'-6''

18. Entrance height: 7'-0”

19. Power Supply: 208 Volts 3 Phase 60 Hz

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Electric Traction Passenger Elevators 142100- 6

C. Performance

1. Car Speed: -10% to +5% of contract speed under any loading condition or direction of travel.

2. Car Capacity: Safely lower, stop and hold up to 125% of rated load per code.

D. Ride Quality:

1. Vertical Vibration (maximum): 25 mg

2. Horizontal Vibration (maximum): 15 mg

3. Vertical Jerk (maximum): 2 ft/sec3

4. Acceleration (maximum): 1.6 ft/sec2

5. In Car Noise: 53-60 dB(A)

6. Stopping Accuracy: ±5mm

7. Starts per hour (maximum): 180

E. Elevator Operation

1. Simplex Collective Operation: Using a microprocessor based controller, operation shall be automatic by means of the car and hall buttons. When all calls have been answered, the car shall park at the last landing served.

2. Group Automatic Operation with Demand-Based Dispatching: Provide reprogrammable group automatic system that assigns cars to hall calls based on a dispatching algorithm designed to minimize passenger waiting time.

F. Operating Features - Standard

1. Door Light Curtain Protection

2. Static AC Drive

3. Phase Monitor Relay

4. Cab Overload with Indicator

5. Load-weighing

6. Central Alarm

7. Remote Monitoring

8. Firefighter's Operation

9. Automatic Evacuation

When the main line power is lost for longer than 5 seconds the emergency battery power supply provides power automatically to the elevator controller. If the car is at a floor when the power fails, it remains at that floor, opens its doors, and shuts down. If the car is between floors, it is raised or lowered to the first available landing, opens it doors, and shuts down.

10. Independent Service

G. Operating Features - Optional

1. Earthquake Operation compliant with ANSI A17.1

2.3 EQUIPMENT: CONTROL COMPONENTS AND CONTROL SPACE

A. Controller: Provide microprocessor based control system to perform all of the functions of safe elevator operation, as well as perform car and group operational control.

1. All high voltage (110v or above) contact points inside the inspection and test panel shall be protected from accidental contact in a situation where the access panels are open.

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Electric Traction Passenger Elevators 142100- 7

2. The controller shall be distributed throughout the elevator system located in the overhead, cab and inspection and test panel. The inverter will be mounted in the overhead adjacent to the hoist machine and an inspection and test panel will be located in the door jamb at the top floor or one floor below the top floor. No elevator equipment mechanical rooms or closets are required.

3. Provide multi-bus control architecture to reduce cabling, material and waste.

B. Drive: Provide a Variable Voltage Variable Frequency AC Closed Loop drive system. Provide stable start without high peak current, quickly reaching a low energy consumption level.

C. Inspection and Test Panel: Integrated control equipment, main inspection and test panel in door frame at top level served or at one floor below the top level served.

2.4 EQUIPMENT: HOISTWAY COMPONENTS

A. Machine:

1. Gearless asynchronous AC motor with integral drive sheave, service and emergency brakes.

2. Design machine to enable direct power transfer, thereby avoiding loss of power.

3. Design machine to be compact, lightweight and durable to optimize material usage and save space.

4. Mount to structural support channels on top of guide rail system as applicable in hoistway overhead.

B. Governor:

1. Tension type over-speed governor with remote manual reset.

2. Mount to structural support channels as applicable in hoistway overhead.

C. Buffers, Car and Counterweight: Compression spring type buffers to meet code.

D. Hoistway Operating Devices:

1. Emergency Stop switch in the pit.

2. Terminal stopping switches.

3. Emergency stop switch on the machine.

E. Positioning System: System consisting of proximity sensors and door zone vanes.

F. Guide Rails and Attachments: Provide Tee-section steel rails with brackets and fasteners. Side counterweight arrangements shall have a dual purpose bracket that combines both counterweight guide rails, and one of the car guide rails to building fastening.

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Electric Traction Passenger Elevators 142100- 8

G. Suspension System: Non circular Elastomeric coated suspension media with high tensile grade steel cords.

H. Governor rope: Steel wire rope with 6 mm diameter.

2.5 EQUIPMENT: HOISTWAY ENTRANCES

A. Hoistway Doors and Frames:

1. UL rated with required fire rating.

2. Doors: Rigid flush panel construction with reinforcement ribs.

3. Frames: Securely fasten at corners to form unit frame. Frames shall be bolted.

B. Finish:

1. Exposed Areas of Corridor Frames: Baked enamel primer on all floors.

2. Doors: Baked enamel primer on all floors.

C. Sills: Aluminum on all floors.

D. Entrance Markings and Jamb Plates: Provide standard entrance jamb tactile markings on both jambs, at all floors. Plate Mounting: Refer to manufacturer drawings.

2.6 EQUIPMENT: CAR COMPONENTS

A. Car Frame and Safety: Provide car frame with adequate bracing to support the platform and car enclosure. The safety shall be integral to the car frame and shall be flexible guide clamp type.

B. Platform: Provide platform of steel construction with plywood subfloor and aluminum threshold.

C. Car Guides: Provide sliding guide shoes mounted to top and bottom of both car and counterweight frame. Arrange each guide shoe assembly to maintain constant contact on the rail surfaces. Provide retainers in areas with Seismic design requirements.

D. Provide central guiding system to reduce mechanical friction and energy consumption.

E. Steel Cab:

1. Fire rating: Provide Class B fire rating for cab, or Class A fire rating where required by local Code.

2. Design cab to comply with LEED Indoor Environmental Quality requirements through use of Low-Emitting Materials on walls, ceiling and subflooring.

3. Car wall finish: The cab walls shall be steel, baked enamel finish selected from manufacturer's standard selections.

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Electric Traction Passenger Elevators 142100- 9

4. Base and frieze: Aluminum.

5. Car front finish: Brushed stainless steel.

6. Car door finish: Brushed stainless steel.

7. Ceiling: Canopy ceiling, finished in painted silver metallic with compact fluorescent lighting. Provide lighting consisting of four compact fluorescent energy saving lights located in two semi-oval lateral cutouts located on the center-sides of the cab ceiling, Lexan lens cover.

8. Handrail: 1 3/8'' round and curved brushed aluminum. Locate on rear wall.

9. Flooring: By others. Not to exceed 3/8” finished depth.

10. Ventilation: Provide one-speed fan in canopy.

11. Emergency Car Lighting: Provide an emergency power unit employing a 12 volt sealed rechargeable battery and static circuits to illuminate the elevator car and provide current to the alarm bell in the event of building power failure.

12. Emergency Siren: Provide siren mounted on top of the car that is activated when the Alarm button in the car operating panel is engaged.

13. Emergency Exit Switch: Provide an electrical contact to open the safety circuit when the emergency car top exit is opened. When the exit door is opened, the top exit switch shall signal the control and the car will be unable to move.

14. Emergency Exit Lock: Provide an emergency exit lock where required by local code.

15. Emergency Exit Guard: Provide emergency exit guard on top of car when required for hoistway wall to platform clearance exceeds 12” or for multiple cars in hoistway.

2.7 DOOR OPERATOR AND REOPENING DEVICES

A. Door Operator: Provide a closed loop VVVF high performance door operator with frequency controlled drive for fast and reliable operation to open and close the car and hoistway doors simultaneously.

B. In case of interruption or failure of electric power, the doors can be readily opened by hand from within the car, in accordance with applicable code. Provide emergency devices and keys for opening doors from the landing as required by local code.

C. Doors shall open automatically when the car has arrived at or is leveling at the respective landings. Doors shall close after a predetermined time interval or immediately upon pressing of a car button. Provide door open button in the car operating panel. Momentary pressing of this button shall reopen the doors and reset the time interval.

D. Provide door hangers and tracks for each car and hoistway door. Contour tracks to match the hanger sheaves. Design hangers for power operation with provisions for vertical and lateral

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Electric Traction Passenger Elevators 142100- 10 adjustment. Hanger sheaves shall have polyurethane tires and pre-lubricated sealed for life bearings.

E. Electronic Door Safety Device: Equip car doors with concealed transmitter and receiver infrared beam devices to detect presence of object in process of passing through hoistway entrance and car doorway (light curtain device).

1. Use multi-beam scanning without moving parts to detect obstructions in door opening.

2. Detector Device: Prevent doors from closing, or if they have already started closing, cause doors to reopen and remain open while object is within detection zone.

3. Horizontal Beams: Minimum of 33 infra red beams to fill doorway from ground level to a height of 6 feet.

2.8 EQUIPMENT: SIGNAL DEVICES AND FIXTURES

A. Car Operating Panel: Provide a car operating panel with all push buttons, key switches and message indicators for elevator operation.

1. Full height car operating panel shall be surface-mounted on front return.

2. Comply with handicap requirements.

3. Push Buttons: Mechanical, illuminating using long-lasting LEDs for each floor served.

4. Emergency Buttons: Provide in accordance with code. Emergency alarm button, door open and door close buttons.

B. Features of the Car Operating Panel Shall Include:

1. Audible chime to signal that the car is either stopping at or passing a floor served by the elevator.

2. Raised markings and Braille provided to the left hand side of each push button.

3. Car Lantern: Provide LED illuminated car lantern with direction arrows to comply with local code when hall lanterns are not provided.

4. Door open and close push buttons.

5. Firefighter's hat and Phase 2 Key-switch

6. Inspection key-switch.

7. Key-switch for optional Independent Service Operation

8. Illuminated alarm button with raised marking.

9. Elevator Data Plate marked with elevator capacity and car number.

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Electric Traction Passenger Elevators 142100- 11

10. Help Button: Activation of help button will initiate two-way communication between car and a location inside the building, switching over to alternate location if call is unanswered, where personnel are available to take the appropriate action. Visual indicators are provided for call initiation and call acknowledgement.

C. Hall Fixtures: Provide hall fixtures with necessary push buttons and key switches for elevator operation.

1. Push buttons: Metallic tactile push buttons, up button and down button at intermediate floors, single button at each terminal floor.

2. Height: Comply with handicap requirements.

3. Illumination: Illuminating using long-lasting low power LEDs.

D. Hall Lanterns and Position Indicators.

1. LED illuminated direction arrows with audible and visible call acknowledgement.

E. Hoistway access switches: Provide key-switch at top and/or bottom floor in entrance jamb as required by local code.

F. Firefighter's Phase 1 Service: Key switch in brushed stainless steel cover plate.

G. Fixture Cover Plates: For push buttons, hall lanterns and position indicators, resistant white back-printed glass, no screws required for mounting. Provide stainless steel cover plates for Firefighters Phase I switch and hoistway access switches, with tamper resistant screws in same finish.

H. Mounting: Mount hall fixtures in entrance frames.

PART 3 - EXECUTION

3.1 EXAMINATION

A. Examine hoistways, hoistway openings, and pits before starting elevator installation.

B. Verify hoistway, pit, overhead, and openings are of correct size, within tolerances, and are ready for work of this section.

C. Verify walls are plumb where openings occur and ready for entrance sill installation. Traditional sill angle or concrete sill support shall not be required.

D. Verify hoistway is clear and plumb, with variations not to exceed -0 to +1 inch at any point.

Verify projections greater than 4” must be beveled not less than 75 degrees from horizontal. No negative tolerance is permitted for minimum hoistway dimensions.

E. Verify minimum 2-hour fire-resistance rating of hatch walls.

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F. Notify Architect in writing of dimensional discrepancies or other conditions detrimental to proper installation or performance of elevators.

G. Do not proceed with elevator installation until unsatisfactory conditions have been corrected in a manner acceptable to manufacturer/installer.

3.2 INSTALLATION

A. Install elevators in accordance with manufacturer/installer's instructions and ANSI/ASME A17.1.

B. Set entrances in vertical alignment with car openings, and aligned with plumb hoistway lines.

3.3 FIELD QUALITY CONTROL

A. Perform tests of elevator as required by ANSI/ASME A17.1 and governing codes.

3.4 ADJUSTING

A. Adjust elevators for proper operation in accordance with manufacturer/installer's instructions.

B. Adjust elevators for smooth acceleration and deceleration of car so not to cause passenger discomfort.

C. Adjust doors to prevent opening of doors at landing on corridor side, unless car is at rest at that landing, or is in leveling zone and stopping at that landing.

D. Adjust automatic floor leveling feature at each floor to within 1/4 inch of landing.

E. Repair minor damages to finish in accordance with manufacturer/installer's instructions and as approved by Architect.

F. Remove and replace damaged components that cannot be successfully repaired as determined by Architect.

3.5 CLEANING

A. Clean elevators promptly after installation in accordance with manufacturer/installer's instructions.

B. Do not use harsh cleaning materials or methods that could damage finish.

3.6 PROTECTION

A. Protect installed elevators from damage during construction in accordance with the negotiated temporary use agreement between Owner and manufacturer's installer.

END OF SECTION 142100

EISENHOWER LOCK VISITORS' CENTER March 2022

Massena, New York

Backflow Preventers 210524 - 1

SECTION 210524 - BACKFLOW PREVENTERS

PART 1 - GENERAL

1.1 RELATED WORK SPECIFIED ELSEWHERE

1.2 SUBMITTALS

A. Product Data:

1. Manufacturer’s catalog sheets, specifications, and installation instructions for each type backflow preventer and test kit.

1.3 QUALITY ASSURANCE

A. Regulatory Requirements:

1. Comply with the New York State Department of Health Standards for

Cross Connection Control, and the other standards listed in Part 2 of this section.

2. Where conflicts occur between the referenced standards, the most stringent requirements shall apply.

1.4 MAINTENANCE

A. Special Tools (as furnished or recommended by the backflow preventer manufacturer). Deliver to the Director’s Representative:

1. Test Kit B: Sight tube, of required length, for testing backflow preventer for proper operation, and printed procedure for conducting test.

PART 2 - PRODUCTS

2.1 BACKFLOW PREVENTERS

A. Type B: Double Check Valve device, conforming to ASSE Standard 1015, AWWA C-510, USC specifications manual for Cross Connection control, and listed as acceptable in the New York State Department of Health, Environmental Health manual.

1. Performance: 150 psig, and 130 degrees F, maximum working conditions.

2. Assembly: Strainer and gate valve on inlet side, gate valve on outlet side, and four test cocks, all as furnished or recommended by the backflow preventer manufacturer.

EISENHOWER LOCK VISITORS' CENTER March 2022

Backflow Preventers 210524 - 2

PART 3 - EXECUTION

3.1 INSTALLATION

A. Install the Work of this section in accordance with the manufacturer’s printed installation instructions.

B. Atmospheric Vent: Pipe vent to spill over closest point of drainage, as directed, maintaining a minimum 12 inch air gap above the drain.

3.2 FIELD QUALITY CONTROL

A. Operation Test: Test kit as specified under Part 1 of this section may be used.

Conduct test in the presence of the Director’s Representative.

1. Type B Backflow Preventer: Test the device with the test kit in accordance with the manufacturer’s test procedure.

B. Re-testing: Repair or replace any device failing the operation test, and repeat the test.

END OF SECTION 210524

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SECTION 210529 - PIPE HANGERS AND SUPPORTS

1.1 SUBMITTALS

A. Shop Drawings:

1. Details of trapeze hangers and upper hanger attachments for piping 4 inches in diameter and over. Include the number and size of pipe lines to be supported on each type of trapeze hanger.

2. The Contractor shall provide seismic bracing calculations in accordance with NFPA-13. The calculations shall be produced using a calculation approved by the seismic bracing manufacturer. A separate seismic bracing calculation shall be provided for each lateral and longitudinal zone of influence. At a minimum, each seismic brace calculation shall include the following:

a. Project title and location.

b. Edition of NFPA-13 utilized in the calculation.

c. Indication if components are UL Listed and/or FM Approved.

d. Indicate if calculation is for a lateral brace, longitudinal brace, or 4-way brace.

e. Indicate zone of influence and brace number for correlation with

Contractor’s zone of influence shop drawings.

f. Brace information:

1) Maximum length of brace.

2) Nominal diameter of piping used on brace.

3) Schedule of piping used on brace.

4) Angle of brace.

5) Least radius of gyration.

6) l/r value.

7) Maximum horizontal load.

g. Sprinkler system load calculation:

1) Indicate nominal diameter, schedule, and length of all piping included within the zone of influence associated with the calculation.

2) Indicate Cp value used in calculation.

3) Indicate subtotal weight of piping within zone of influence.

4) Indicate Wp, including minimum 15% safety factor.

5) Calculate final seismic design force (Fpw).

h. Indicate fastener information including:

1) Orientation of connecting surface.

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2) Fastener type.

3) Fastener diameter.

4) Fastener length.

5) Fastener load.

i. For seismic brace attachments, indicate manufacturer make and model, and approved load ratings for the following bracing equipment:

1) Structure attachment fitting.

2) Transition attachment fitting (where applicable).

3) Sway brace (pipe attachment) fitting.

j. Provide a seismic bracing assembly detail which indicates the method and orientation of attachment to the structure, the installation angle, and manufacturer make and model numbers for sway brace equipment.

3. Contractor should provide shop drawing(s) which show the zones of influence for all seismic bracing. Zone of influence shop drawings shall be separate from other sprinkler layout and calculation drawings required by the “Plans and Calculations” chapter of NFPA-13. Separate zone of influence shop drawings shall be provided for lateral sway braces and longitudinal sway braces. At a minimum, each zone of influence drawing shall include the following information:

a. Location, nominal diameter, and cut length of all piping.

b. Location of all longitudinal, lateral, or 4-way sway braces.

c. Outline of each zone of influence, with associated seismic brace centered in each zone of influence.

d. Numbering of each zone of influence for correlation to each zone of influence calculation. For example:

1) Lateral sway brace zone of influence #1 shall be identified on the shop drawings and shall correlate to

Lateral sway brace calculation #1.

2) Lateral sway brace zone of influence #2 shall be identified on the shop drawings and shall correlate to

Lateral sway brace calculation #2.

3) Etc.

4. Contractors complete shop drawing and hydraulic calculation package will not be reviewed without concurrent submission of zone of influence shop drawings and associated seismic bracing calculations.

B. Product Data: Catalog sheets, specifications and installation instructions for each item specified except fasteners.

C. Quality Control Submittals:

1. Seismic Restraint Manufacturer’s Qualifications Data:

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a. Name of firm producing the seismic restraints, business address and telephone number.

b. Period of time firm has been in the business producing seismic restraints, and names and addresses of 3 similar projects that the manufacturer has produced seismic restraints for during the past

5 years.

2. Company Field Advisor Data:

a. Name, business address and telephone number of Company

Field Advisor secured for the required services.

b. Certified statement from the Company listing the qualifications of the Company Field Advisor.

c. Services and each product for which authorization is given by the Company, listed specifically for this project.

3. Manufacturer’s Certificate of Compliance for Seismic Restraints:

Certificate from seismic restraint manufacturer stating that the restraint and its mounting system or anchorage has been tested or analyzed and meets the requirements of NYS Building Code (Section 1621).

1.2 QUALITY ASSURANCE

A. Regulatory Requirements:

1. Comply with the applicable requirements of the ASME B31 Piping

Codes.

2. Unless otherwise shown or specified, comply with the requirements of the Manufacturer’s Standardization Society of the Valve and Fittings Industry (MSS) Standards SP-58, and SP-69.

3. Materials for use in Sprinkler Systems and Standpipe and Hose Systems shall comply with the requirements of NFPA 13 and NFPA 14 as applicable.

4. Seismic components shall be UL listed or California OSHPD (Office of

Statewide Health Planning and Development) approved.

B. Seismic Restraint Manufacturer Qualifications: The firm producing the seismic restraints shall be experienced in seismic restraint work and shall have produced seismic restraints for a minimum of 5 years.

C. Company Field Advisor: Secure the services of a Company Field Advisor from seismic restraint manufacturer for the following:

1. Render advice regarding installation and final adjustment of seismic restraint system.

2. Render advice on the suitability of each seismic restraint for its particular application.

3. Inspect completed installation of seismic restraint system and certify with an affidavit that the system is installed in accordance with the Contract Documents and is operating properly.

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4. Train facility maintenance personnel on the installation of seismic restraint system and routine maintenance of the system.

2.1 PIPE HANGERS AND SUPPORTS

A. Combination clevis hanger.

B. Pipe hangers: Height adjustable standard duty clevis type, with cross bolt and nut.

1. Swivel ring type hangers will be allowed for sprinkler piping up to a maximum of 2 inches in size.

C. Adjustable Floor Rests and Base Flanges: Steel.

D. Hanger Rods: Mild, low carbon steel, fully threaded or threaded at each end, with two nuts at each end for positioning rod and hanger, and locking each in place.

E. Riser Clamps: Malleable iron or steel.

2.2 ANCHORS AND ATTACHMENTS

A. Sleeve Anchors (Group II, Type 3, Class 3): Molly’s Div./USM Corp.

Parasleeve Series, Ramset’s Dynabolt Series, or Red Head/Phillips AN, HN, or

FS Series.

B. Wedge Anchors (Zinc Plated, Group II, Type 4, Class 1): Hilti’s Kwik Bolt

Series, Molly’s Div./USM Corp. Parabolt PB Series, Ramset’s Trubolt T Series, or Red Head/Phillips WS Series.

C. Self-Drilling Anchors (Group III, Type 1): Ramset’s RD Series, or Red Head/Phillips S Series.

D. Non-Drilling Anchors (Group VIII, Type 1): Ramset’s Dynaset DS Series, Hilti’s HDI Series, or Red Head/Phillips J Series.

E. Stud Anchors (Group VIII, Type 2): Red Head/Phillips JS Series.

F. Beam Clamps: Forged steel beam clamp, with weldless eye nut (right hand thread), steel tie rod, nuts, and washers, Grinnell’s Fig No. 292 (size for load, beam flange width, and rod size required).

G. Metal Deck Ceiling Bolts: B-Line Systems’ Fig. B3019.

H. Continuous Slotted Type Concrete Insert, Galvanized:

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1. Load Rating 800 lbs/ft: Kindorf’s D-986.

2. Load Rating 1500 lbs/ft: Kindorf’s D-980.

3. Rating 3000 lbs/ft: Hohmann & Barnard’s Inc. Type CS-H.

4. Load Rating 4500 lbs/ft: Hohmann & Barnard’s Inc. Type CS-HD.

I. Threaded Type Concrete Insert: Galvanized ferrous castings, internally threaded to receive 3/4 inch diameter machine bolts.

J. Wedge Type Concrete Insert: Galvanized box-type ferrous castings, designed to accept 3/4 inch diameter bolts having special wedge shaped heads.

2.3 SEISMIC RESTRAINT SYSTEM FOR PIPING

A. General:

1. Coordinate all structural attachments with the Director’s Representative.

2. Design analysis shall include calculated dead loads, static seismic loads, and capacity of materials utilized for the connection of the equipment or system to the structure.

3. Analysis shall detail anchoring methods, bolt diameter, and embedment depth.

4. Design seismic restraint devices to accept without failure the forces calculated per the applicable building code and as specified.

5. Friction from gravity loads shall not be considered resistance to seismic forces.

6. Fire protection systems shall meet the requirements of NFPA-13 and NFPA-14 for the building seismic requirements.

7. Construct seismic supports constructed so that support engagement is maintained.

8. Stamp seismic supports with manufacturer’s name and part number for identification.

9. Design seismic supports specifically for mitigation of seismic force loads.

10. Design the stiffness of seismic restraints for mechanical equipment so that the load path for the restraint performs its intended function.

11. Where possible, utilize components designed with tamper resistant break-off bolt heads or break-off nuts to assure visual verification of proper installation.

12. Attachment components shall be UL Listed catalog components with published loads designed specifically for seismic application.

B. Type: Pre-engineered seismic restraint system designed to support and restrain piping to meet applicable lateral force requirements.

C. Acceptable Manufacturers:

1. B-Line.

2. Anvil International/ASC Engineered Solutions.

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3. TOLCO Inc.

D. Strut/Channel Bracing: 12 gauge solid steel with no holes, 1-5/8 inches wide x 1-5/8 inches deep of single lengths or stitch-welded back-to-back configurations.

E. Pipe Bracing: Schedule 40 steel pipe.

F. Cable Bracing: Pre-stretched galvanized aircraft cable 7 x 19 strand core.

G. Rigid Seismic Braces For Single Hung Pipe Systems: A12 strut channel or schedule 40 steel pipe.

1. Maximum Brace Length: 13 feet 1 inches.

H. Rigid Seismic Braces For Trapeze Supported Pipe Systems: A12 strut channel or schedule 40 steel pipe.

1. Maximum Brace Length: 13 feet 1 inches.

I. Cable Seismic Braces For Single Hung Pipe Systems: Pre-stretched aircraft cable 7 x 19 core.

J. Cable Seismic Braces For Trapeze Supported Pipe Systems: Pre-stretched aircraft cable 7 x 19 core.

K. Structural Attachments for Rigid and Cable Seismic Braces For Single Hung and

Trapeze Supported Pipe Systems:

1. Structural attachments shall be positive.

2. Do not make structural attachments to the bottom of a bar joist.

3. Supplemental steel shall be installed for all pre-cast decks less than 4 inches thick.

4. Do not use concrete inserts or continuous concrete insert strut to attach brace.

5. Wedge type anchors are permitted. The size and embedment depth shall be determined by the supplier of the seismic restraint system and as approved.

L. Vertical Brace Component (up-thrust protection)

1. Reinforce Vertical Hanger Rod when lengths exceed the following:

a. 3/8 inch dia rod: 19 inches.

b. 1/2 inch dia rod: 25 inches.

c. 5/8 inch dia rod: 31 inches.

d. 7/8 inch dia rod: 43 inches.

e. 1 inch dia rod: 50 inches.

f. 1-1/4 inch dia rod: 62 inches.

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2.4 FASTENERS

A. Bolts, Nuts, Washers, Lags, and Screws: Medium carbon steel; size and type to suit application; galvanized for high humidity locations, and treated wood; plain finish for other interior locations. Except where shown otherwise on the

Drawings, furnish type, size, and grade required for proper installation of the Work.

2.5 SHOP PAINTING AND PLATING

A. Hangers, supports, rods, inserts and accessories used for pipe supports, unless chromium plated, cadmium plated or galvanized shall be shop coated with metal primer paint.

A. Do not hang or support one pipe from another or from ductwork.

1. Do not bend threaded rod.

B. Support all insulated horizontal piping conveying fluids below ambient temperature, by means of hangers or supports with insulation shields installed outside of the insulation.

C. Space hangers or supports for horizontal piping on maximum center distances as listed in the following hanger schedules, except as otherwise specified, or noted on the Drawings.

1. For Steel Pipe:

PIPE SIZE (Inches) MAXIMUM SPACING (Feet)

1 and under 8

1-1/4 and 1-1/2 9

2 10

2-1/2 and up 12

2. For Grooved End Steel Pipe:

1-1/2 and under 7

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2 through 4 10

5 and over 12

No pipe length shall be left unsupported between any two coupling joints.

3. For Directional Changes: Install a hanger or support close to the point of change of direction of all pipe runs in either a horizontal or vertical plane.

4. For Concentrated Loads: Install additional hangers or supports, spaced as required and directed, at locations where concentrated loads such as in-line pumps, valves, fittings or accessories occur, to support the concentrated loads.

5. For Branch Piping Runs and Runouts Over 5 feet In Length: Install a minimum of one hanger, and additional hangers if required by the hanger spacing schedules.

6. Parallel Piping Runs: Where several pipe lines run parallel in the same plane and in close proximity to each other, trapeze hangers may be submitted for approval. Base hanger spacing for trapeze type hangers on the smallest size of pipe being supported. Design the entire hanger assembly based on a safety factor of five, for the ultimate strength of the material being used.

D. Minimum Hanger Rod Size: Increase hanger rod size as required to meet requirements of seismic restraint system.

PIPE OR TUBING

SIZE

(Inches)

SINGLE ROD HANGER SIZE

DOUBLE ROD HANGER SIZE

PIPE TUBING PIPE TUBING

1/2 to 2 3/8 1/4 3/8 1/4

2-1/2 and 3 1/2 3/8 3/8 1/4

4 and 5 5/8 1/2 1/2 3/8

6 3/4 1/2 5/8 1/2

8, 10 and 12 7/8 5/8 3/4 5/8

1. Secure hanger rods as follows: Install one nut under clevis, angle or steel member; one nut on top of clevis, angle or steel member; one nut inside insert or on top of upper hanger attachment and one nut and washer against insert or on lower side of upper hanger attachment. A total of four nuts are required for each rod, two at upper hanger attachment and two at hanger.

E. Vertical Piping:

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1. Support vertical risers of piping systems, by means of heavy duty hangers installed close to base of pipe risers, and by riser clamps with extension arms at intermediate floors, with the distance between clamps not to exceed 25 feet, unless otherwise specified. Support pipe risers in vertical shafts equivalent to the aforementioned. Install riser clamps above floor slabs, with the extension arms resting on floor slabs. Provide adequate clearances for risers that are subject to appreciable expansion and contraction, caused by operating temperature ranges.

2. Support extension arms of riser clamps, secured to risers to be insulated for cold service, 4 inches above floor slabs, to allow room for insulating and vapor sealing around riser clamps.

F. Floor Supports: Install adjustable yoke rests with base flanges, for the support of piping, unless otherwise indicated on the Drawings. Install supports in a manner, which will not be detrimental to the building structure.

3.2 UPPER HANGER ATTACHMENTS

1. Secure upper hanger attachments to overhead structural steel, steel bar joists, or other suitable structural members.

2. Do not attach hangers to steel decks that are not to receive concrete fill.

3. Do not attach hangers to precast concrete plank decks less than 2-3/4 inches thick.

4. Do not use flat bars or bent rods as upper hanger attachments.

B. Attachment to Steel Frame Construction: Provide intermediate structural steel members where required by pipe support spacing. Select steel members for use as intermediate supports based on a minimum safety factor of five.

1. Do not use drive-on beam clamps.

2. Do not support piping over 4 inches in size from steel bar joists. Secure upper hanger attachments to steel bar joists at panel points of joists.

3. Do not drill holes in main structural steel members.

4. Beam clamps, with tie rods as specified, may be used as upper hanger attachments for the support of piping, subject to clamp manufacturer’s recommended limits.

C. Attachment to Concrete Filled Steel Decks:

1. New Construction: Install metal deck ceiling bolts.

2. Existing Construction: Install welding studs (except at roof decks). Do not support a load in excess of 250 lbs from any single welded stud.

3. Do not attach hangers to decks less than 2-1/2 inches thick.

D. Attachment to Existing Cast-In-Place Concrete:

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1. For piping up to a maximum of 4 inches in size, secure hangers to overhead construction with self-drilling type expansion shields and machine bolts.

2. Secure hangers to wall or floor construction with single unit expansion shields or self-drilling type expansion shields and machine bolts.

E. Attachment to Cored Precast Concrete Decks (Flexicore, Dox Plank, Spancrete, etc.): Toggle bolts may be installed in cells for the support of piping up to a maximum of 2-1/2 inches in size.

F. Attachment to Hollow Block or Hollow Tile Filled Concrete Decks:

1. New Construction: Omit block or tile and pour solid concrete with cast-in-place inserts.

2. Existing Construction: Break out block or tile to access, and install machine bolt anchors at highest practical point on side of web.

G. Attachment to Waffle Type Concrete Decks:

1. New Construction: Install cast-in-place inserts.

2. Existing Construction: Install machine bolt expansion anchors at…