DRAFT_CEAC_100 Specs_Volume 3 of 4_Edited_20200511.pdf

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Cyber Engineering and Academic Center, United States Military Academy, West Point, NY
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W912DS19R0019
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This document provides details for an upcoming federal contract opportunity to design and construct a Cyber Engineering and Academic Center at the United States Military Academy in West Point, New York. The project includes construction of a 136,000 square foot academic building along with an underground parking structure for 450 vehicles. Additional project elements comprise a pedestrian bridge, meeting spaces, and extensive rock removal. The estimated value is between $100-250 million. The Army Corps of Engineers plans to issue the solicitation on June 8th via beta.SAM.gov with proposals due approximately 45 days later. Interested parties should monitor the website for amendment and question responses. Proposals will be evaluated using best value tradeoff.

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U.S. Army Corps of Engineers New York District

Section 13 21 48 Section 25 10 10

Acoustic Isolation Construction through Utility Monitoring and Control System (UMCS) Front End and Integration

Contract #: W912-DS-17-D0007 Task Order #: W912DS-18-F-0016

UNCLASSIFIED / FOUO

SPECIFICATIONS

Cyber & Engineering Academic Center United States Military Academy West Point, NY

May 11, 2020

100% Submission

Volume 3 of 4 jyost Rectangle

Cyber & Engineering Center and Parking Structure August 14, 2019 West Point Military Academy, West Point, NY 100% Submission

PROJECT TABLE OF CONTENTS

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

00 75 95 ROOF SYSTEM 20-YEAR DIAGNOSTICS / PERFORMANCE WARRANTY

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00 SUMMARY OF WORK

01 14 00 WORK RESTRICTIONS

01 22 00.00 10 PRICE AND PAYMENT PROCEDURES

01 30 00 ADMINISTRATIVE REQUIREMENTS

01 32 01.00 10 PROJECT SCHEDULE

01 32 33 PHOTOGRAPHIC DOCUMENTATION

01 33 00 SUBMITTAL PROCEDURES

01 33 29 SUSTAINABILITY REPORTING

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

01 35 91 HISTORIC TREATMENT PROCEDURES

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00.00 10 QUALITY CONTROL

01 45 00.15 10 RESIDENT MANAGEMENT SYSTEM CONTRACTOR MODE (RMS CM)

01 45 20.00 18 TESTING FOR MECHANICAL AND ELECTRICAL SYSTEMS

01 45 35 SPECIAL INSPECTIONS

01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS

01 57 19 TEMPORARY ENVIRONMENTAL CONTROLS

01 58 00 PROJECT IDENTIFICATION

01 74 19 CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT

01 78 00 CLOSEOUT SUBMITTALS (WEST POINT)

01 78 23 OPERATION AND MAINTENANCE DATA

01 78 24.00 10 FACILITY DATA REQUIREMENTS

01 91 00.15 TOTAL BUILDING COMMISSIONING

01 91 00.20 CRANE COMMISSIONING

DIVISION 02 - EXISTING CONDITIONS

02 41 00 DEMOLITION

02 81 00 TRANSPORTATION AND DISPOSAL OF HAZARDOUS MATERIALS

02 82 13.00 10 ASBESTOS ABATEMENT

02 82 16.00 20 ENGINEERING CONTROL OF ASBESTOS CONTAINING MATERIALS

02 82 33.13 20 REMOVAL/CONTROL AND DISPOSAL OF PAINT WITH LEAD

02 83 13.00 20 LEAD IN CONSTRUCTION

DIVISION 03 - CONCRETE

03 11 13.00 10 STRUCTURAL CAST-IN-PLACE CONCRETE FORMING

03 15 00.00 10 CONCRETE ACCESSORIES

03 20 00.00 10 CONCRETE REINFORCING

03 23 00 STRESSED TENDON REINFORCING

03 30 00.00 10 CAST-IN-PLACE CONCRETE

03 35 00.00 10 CONCRETE FINISHING

03 39 00.00 10 CONCRETE CURING

03 42 13.00 10 PLANT-PRECAST CONCRETE PRODUCTS FOR BELOW GRADE

PROJECT TABLE OF CONTENTS Page 1

CONSTRUCTION

03 45 00 PRECAST ARCHITECTURAL CONCRETE

DI VI SI ON 04 - MASONRY

04 20 00 UNIT MASONRY

DI VI SI ON 05 - METALS

05 05 23.13 10 ULTRASONIC INSPECTION OF WELDMENTS

05 12 00 STRUCTURAL STEEL

05 21 00 STEEL JOIST FRAMING

05 30 00 STEEL DECKS

05 40 00 COLD-FORMED METAL FRAMING

05 43 00 METAL STRUT FRAMING AND ALUMINUM T-SLOT FRAMING

05 50 13 MISCELLANEOUS METAL FABRICATIONS

05 51 00 METAL STAIRS

05 51 33 METAL LADDERS

05 52 00 METAL RAILINGS

05 72 00 DECORATIVE METAL SPECIALTIES

05 72 11 ARCHITECTURAL ORNAMENTAL GLASS RAILINGS

DI VI SI ON 06 - WOOD, PLASTI CS, AND COMPOSI TES

06 10 00 ROUGH CARPENTRY

06 20 00 FINISH CARPENTRY

06 41 16.00 10 PLASTIC-LAMINATE-CLAD ARCHITECTURAL CABINETS

06 61 16 SOLID SURFACING FABRICATIONS

DI VI SI ON 07 - THERMAL AND MOI STURE PROTECTI ON

07 05 23 PRESSURE TESTING AN AIR BARRIER SYSTEM FOR AIR TIGHTNESS

07 13 53 ELASTOMERIC SHEET WATERPROOFING

07 21 13 BOARD AND BLOCK INSULATION

07 21 16 MINERAL FIBER BLANKET INSULATION

07 21 23 ACOUSTICAL SPRAY CELLULOSE

07 22 00 ROOF AND DECK INSULATION

07 27 10.00 10 BUILDING AIR BARRIER SYSTEM

07 27 26 FLUID-APPLIED MEMBRANE AIR BARRIERS

07 42 63 FABRICATED WALL PANEL ASSEMBLIES

07 52 00 MODIFIED BITUMINOUS MEMBRANE ROOFING

07 60 00 FLASHING AND SHEET METAL

07 81 00 SPRAY-APPLIED FIREPROOFING

07 84 00 FIRESTOPPING

07 92 00 JOINT SEALANTS

DI VI SI ON 08 - OPENI NGS

08 11 13 STEEL DOORS AND FRAMES

08 11 16 ALUMINUM DOORS AND FRAMES

08 13 76 BI-FOLDING METAL DOORS

08 14 00 WOOD DOORS

08 31 00 ACCESS DOORS AND PANELS

08 33 13 COILING COUNTER DOORS

08 33 23 OVERHEAD COILING DOORS

08 34 73 SOUND CONTROL DOOR ASSEMBLIES

08 41 13 ALUMINUM-FRAMED ENTRANCES AND STOREFRONTS

08 44 00 CURTAIN WALL AND GLAZED ASSEMBLIES

08 51 13 ACOUSTICAL ALUMINUM WINDOWS

PROJECT TABLE OF CONTENTS Page 2

08 51 23 STEEL WINDOWS

08 60 45 SKYLIGHTS

08 71 00 DOOR HARDWARE

08 81 00 GLAZING

08 91 00 METAL WALL LOUVERS

DI VI SI ON 09 - FI NI SHES

09 22 00 SUPPORTS FOR PLASTER AND GYPSUM BOARD

09 29 00 GYPSUM BOARD

09 30 10 CERAMIC, QUARRY, AND GLASS TILING

09 51 00 ACOUSTICAL CEILINGS

09 62 38 STATIC-CONTROL FLOORING

09 65 00 RESILIENT FLOORING

09 66 23 RESINOUS MATRIX TERRAZZO FLOORING

09 67 23.14 CHEMICAL RESISTANT RESINOUS FLOORING

09 68 00 CARPETING

09 69 13 RIGID GRID ACCESS FLOORING

09 84 20 ACOUSTICAL WALL PANELS

09 90 00 PAINTS AND COATINGS

09 96 00 HIGH-PERFORMANCE COATINGS

DI VI SI ON 10 - SPECI ALTI ES

10 11 00 VISUAL DISPLAY UNITS

10 14 00.10 EXTERIOR SIGNAGE

10 14 00.20 INTERIOR SIGNAGE

10 21 13 TOILET COMPARTMENTS

10 22 39 FOLDING PANEL PARTITIONS (VERTICALLY RETRACTABLE

ACOUSTICAL WALLS)

10 22 43 SLIDING PARTITIONS

10 26 00 WALL AND DOOR PROTECTION

10 28 13 TOILET ACCESSORIES

10 44 16 FIRE EXTINGUISHERS

10 52 00 AUTOMATIC FIRE PROTECTIVE SMOKE CURTAINS

DI VI SI ON 11 - EQUI PMENT

11 11 37 ELECTRIC VEHICLE SUPPLY EQUIPMENT

11 12 00 PARKING CONTROL EQUIPMENT

11 13 19.13 LOADING DOCK LEVELERS

11 53 00 LABORATORY EQUIPMENT AND FUMEHOODS

DI VI SI ON 12 - FURNI SHI NGS

12 22 00 CURTAINS AND DRAPES

12 24 13 ROLLER WINDOW SHADES

12 31 00 MANUFACTURED METAL CASEWORK

12 36 00 COUNTERTOPS

12 48 13 ENTRANCE FLOOR MATS AND FRAMES

12 93 00 SITE FURNISHINGS

DI VI SI ON 13 - SPECI AL CONSTRUCTI ON

13 21 48 ACOUSTIC ISOLATION CONSTRUCTION

DI VI SI ON 14 - CONVEYI NG EQUI PMENT

14 21 23 ELECTRIC TRACTION PASSENGER ELEVATORS

PROJECT TABLE OF CONTENTS Page 3

14 24 13 HYDRAULIC FREIGHT ELEVATORS

14 24 23 HYDRAULIC PASSENGER ELEVATORS

DI VI SI ON 21 - FI RE SUPPRESSI ON

21 12 00 STANDPIPE SYSTEMS

21 13 13.00 10 WET PIPE SPRINKLER SYSTEM, FIRE PROTECTION

21 13 17.00 10 DRY PIPE SPRINKLER SYSTEM, FIRE PROTECTION

21 13 18.00 10 PREACTION AND DELUGE SPRINKLER SYSTEMS, FIRE PROTECTION

21 22 00.00 40 CLEAN AGENT FIRE EXTINGUISHING SYSTEMS

21 30 00 FIRE PUMPS

DI VI SI ON 22 - PLUMBI NG

22 05 48.00 20 MECHANICAL SOUND, VIBRATION, AND SEISMIC CONTROL

22 07 19.00 40 PLUMBING PIPING INSULATION

22 14 29.00 40 SUMP PUMPS

22 15 09.00 40 GENERAL SERVICE COMPRESSED-AIR SYSTEMS CLEANING PROCEDURES

22 31 00 WATER SOFTENERS, CATION-EXCHANGE (SODIUM CYCLE)

DI VI SI ON 23 - HEATI NG, VENTI LATI NG, AND AI R CONDI TI ONI NG ( HVAC)

23 00 00 AIR SUPPLY, DISTRIBUTION, VENTILATION, AND EXHAUST SYSTEMS

23 05 48.00 40 VIBRATION AND SEISMIC CONTROLS FOR HVAC PIPING AND

EQUIPMENT

23 05 93 TESTING, ADJUSTING, AND BALANCING FOR HVAC

23 07 00 THERMAL INSULATION FOR MECHANICAL SYSTEMS

23 09 00 INSTRUMENTATION AND CONTROL FOR HVAC

23 09 13 INSTRUMENTATION AND CONTROL DEVICES FOR HVAC

23 09 23.01 LONWORKS DIRECT DIGITAL CONTROL FOR HVAC AND OTHER

BUILDING CONTROL SYSTEMS

23 11 25 FACILITY GAS PIPING

23 21 23 HYDRONIC PUMPS

23 25 00 CHEMICAL TREATMENT OF WATER FOR MECHANICAL SYSTEMS

23 52 00 HEATING BOILERS

23 64 10 WATER CHILLERS, VAPOR COMPRESSION TYPE

23 64 26 CHILLED AND CONDENSER WATER PIPING SYSTEMS

23 65 00 COOLING TOWERS

23 81 00.00 20 UNITARY AIR CONDITIONING EQUIPMENT

23 81 23.00 20 COMPUTER ROOM AIR CONDITIONING UNITS

23 83 16 RADIANT-HEATING HYDRONIC PIPING

DI VI SI ON 25 - I NTEGRATED AUTOMATI ON

25 05 11 CYBERSECURITY FOR FACILITY-RELATED CONTROL SYSTEMS

25 10 10 UTILITY MONITORING AND CONTROL SYSTEM (UMCS) FRONT END

AND INTEGRATION

DI VI SI ON 26 - ELECTRI CAL

26 00 00.00 20 BASIC ELECTRICAL MATERIALS AND METHODS

26 08 00 APPARATUS INSPECTION AND TESTING

26 09 13 POWER MONITORING SYSTEM

26 09 43 DIGITAL-NETWORK LIGHTING CONTROLS

26 20 00 INTERIOR DISTRIBUTION SYSTEM

26 24 13 SWITCHBOARDS

26 28 01.00 10 COORDINATED POWER SYSTEM PROTECTION

26 29 23 VARIABLE FREQUENCY DRIVE SYSTEMS UNDER 600 VOLTS

26 32 15.00 10 DIESEL-GENERATOR SET STATIONARY 100-2500 KW, WITH

PROJECT TABLE OF CONTENTS Page 4

AUXILIARIES

26 32 33.00 10 UNINTERRUPTIBLE POWER SUPPLY (UPS) SYSTEM ABOVE 15 KVA

CAPACITY

26 36 00.00 10 AUTOMATIC TRANSFER SWITCHES

26 41 00 LIGHTNING PROTECTION SYSTEM

26 51 00 INTERIOR LIGHTING

26 56 00 EXTERIOR LIGHTING

DI VI SI ON 27 - COMMUNI CATI ONS

27 05 14.00 10 DISTRIBUTED ANTENNA SYSTEM (DAS)

27 05 28.36 40 CABLE TRAYS FOR COMMUNICATIONS SYSTEMS

27 10 00 BUILDING TELECOMMUNICATIONS CABLING SYSTEM

27 51 16 PUBLIC ADDRESS SYSTEMS

DI VI SI ON 28 - ELECTRONI C SAFETY AND SECURI TY

28 31 76 INTERIOR FIRE ALARM AND MASS NOTIFICATION SYSTEM

DI VI SI ON 31 - EARTHWORK

31 00 00 EARTHWORK

31 05 19 GEOTEXTILE

31 09 13 MONITORING DURING CONSTRUCTION

31 11 00 CLEARING AND GRUBBING

31 21 13 RADON MITIGATION

31 31 16.13 CHEMICAL TERMITE CONTROL

31 31 16.19 TERMITE CONTROL BARRIERS

31 32 11 SOIL SURFACE EROSION CONTROL

31 62 20.50 MICROPILES

31 68 13 SOIL AND ROCK ANCHORS

DI VI SI ON 32 - EXTERI OR I MPROVEMENTS

32 05 33 LANDSCAPE ESTABLISHMENT

32 11 23 AGGREGATE BASE COURSES

32 11 23.23 BASE COURSE DRAINAGE LAYERS

32 12 13 BITUMINOUS TACK AND PRIME COATS

32 12 16 HOT-MIX ASPHALT (HMA) FOR ROADS

32 16 13 CONCRETE SIDEWALKS AND CURBS AND GUTTERS

32 16 15 CONCRETE BLOCK PAVEMENTS

32 17 23 PAVEMENT MARKINGS

32 31 13 CHAIN LINK FENCES AND GATES

32 32 23 SEGMENTAL CONCRETE BLOCK RETAINING WALL

32 92 19 SEEDING

32 92 23 SODDING

32 93 00 EXTERIOR PLANTS

DI VI SI ON 33 - UTI LI TI ES

33 01 30.16 TV INSPECTION OF SEWER PIPELINES

33 01 30.72 RELINING SEWERS

33 05 23 TRENCHLESS UTILITY INSTALLATION

33 30 00 SANITARY SEWERAGE

33 40 00 STORM DRAINAGE UTILITIES

33 51 15 NATURAL-GAS / LIQUID PETROLEUM GAS DISTRIBUTION

33 71 02 UNDERGROUND ELECTRICAL DISTRIBUTION

33 82 00 TELECOMMUNICATIONS OUTSIDE PLANT (OSP)

PROJECT TABLE OF CONTENTS Page 5

DI VI SI ON 34 - TRANSPORTATI ON

34 71 13.16 BARRIER CABLE SYSTEM

DI VI SI ON 41 - MATERI AL PROCESSI NG AND HANDLI NG EQUI PMENT

41 22 13.14 BRIDGE CRANES, OVERHEAD ELECTRIC, TOP RUNNING

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 6

SECTION 13 21 48

ACOUSTIC ISOLATION CONSTRUCTION

04/06

PART 1 GENERAL

1.1 RELATED REQUIREMENTS

03 30 00.00 10 CAST-IN-PLACE CONCRETE

04 20 00 MASONRY

08 34 73 SOUND CONTROL DOOR ASSEMBLIES

08 51 13 ALUMINUM WINDOWS

21 13 13.00 10 WET PIPE SPRINKLER SYSTEM, FIRE PROTECTION

23 03 00.00 20 BASIC MECHANICAL MATERIALS AND METHODS

26 00 00.00 20 BASIC ELECTRICAL MATERIALS AND METHODS

26 20 00 INTERIOR DISTRIBUTION SYSTEM

1.2 PERFORMANCE REQUIREMENTS

1.2.1 Acoustic Isolation

Acoustic isolation construction shall be provided where indicated in the drawings.

1.2.2 Specific Construction

Specific construction sequencing due to isolation details and field observation requirements will be necessary. Sequencing shall be reviewed and coordinated by the field supervisors. The construction inspection sequence is outlined in the field quality control section of this specification.

1.3 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. Submittals with an "S" are for inclusion in the Sustainability eNotebook, in conformance to Section 01 33 29 SUSTAINABILITY REPORTING. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

Conform to submittal requirements of Section 11 70 00 GENERAL REQUIREMENTS

FOR MEDICAL AND DENTAL EQUIPMENT.

SD-02 Shop Drawings

Floor Isolators; G

SD-03 Product Data

SECTION 13 21 48 Page 1

Floor Isolators

Angle Brackets s

Bond Breaker Material

Masonry Wall Sway Braces

Perimeter Isolation Board

Perimeter Caulking Compound

Ceiling Isolation Hangers

Ductwork and Ceiling Services Hanger

Outlet and Junction Box Backing Material

Sound Barrier Lagging Material

Neoprene Sponge Material SD-04 Samples

SD-06 Test Reports

Noise reduction test

Sound absorption test

Interior noise level test

Submit test reports indicating compliance with the performances listed in paragraph entitled "Performance Requirements."

SD-07 Certificates

1.4 WARRANTY

Upon completion of the work of this section, and as a condition of its acceptance, deliver to the construction manager two copies of the manufacturer's standard written two-year warranty.

PART 2 PRODUCTS

2.1 BASIS OF DESIGN PRODUCTS

Acoustic isolation construction basis of design components are indicated within this specification. Provide basis of design product or approved equal where these components are indicated.

2.2 FLOOR ISOLATORS

Slab lifting isolators with minimum 1 inch thick fiberglass or elastomer isolation elements and 1 inch air gap when lifted. Isolators shall be positioned and selected to provide a nominal natural frequency of +/- 3Hz.

Basis of design to be Mason Industries "FSN". Reference structural drawings for floating concrete slab design and isolator spacing.

SECTION 13 21 48 Page 2

2.3 ANGLE BRACKETS

Angle iron sections with provision for bolting to the structure and a minimum thickness of 3/8 inch sponge cemented to the vertical leg. Size as indicated in the drawings. Basis of design to be Mason Industries AB-716.

2.4 BOND BREAKER MATERIAL

Provide two (2) layers of 6 mil polyethylene sheeting.

2.5 MASONRY WALL SWAY BRACES

Sway braces designed to be fastened to non-isolated construction wall and attached to isolated masonry wall construction with a hooked rod embedded in horizontal grout joints. Spacing as indicated in the drawings.

Sway braces to incorporate minimum 1 inch thick fiberglass or elastomer isolation element with a nominal natural frequency of plus or minus 3Hz.

Basis of design to be Mason Industries DNSB. Spacing as indicated in the drawings.

Basis of design to be Mason Industries DNSB.

2.6 PERIMETER ISOLATION BOARD

PVC Foam isolation board.

Basis of design to be Mason Industries P7.

2.7 PERIMETER CAULKING COMPOUND

Non-hardening, drying or bleeding, troweling or pouring grade caulking compound shall be Mason Industries Type CC 75.

2.8 CEILING ISOLATION HANGERS

Spring and neoprene isolator elements within a steel retainer box.

Provide sufficient clearance between retainer box and spring hanger to permit minimum 15-degree rod misalignment in any direction; total 30 degrees.

Provide molded neoprene cup/bushing which holds spring and provides a bushing which lines the spring rod penetration within the retainer box.

Minimum spring diameter of 0.8 of the loaded operating height.

Reserve spring deflection (from loaded to solid height) of 50 percent of the rated deflection.

Neoprene element to be a neoprene-in-shear design which provides minimum

0.35 inch deflection at rated load.

Minimum static deflection at installed and operating conditions is to be

1.35 inches.

Basis of design to be Mason Industries "30N".

SECTION 13 21 48 Page 3

2.9 DUCTWORK AND CEILING SERVICES HANGER

Spring and elastomer hanger rod isolator.

Spring to provide a nominal 1 inch deflection.

Elastomer element to provide a nominal 0.25 inch deflection.

Steel retainer box encasing neoprene mounting.

Provide sufficient clearance between retainer box and spring hanger to permit minimum 15-degree rod misalignment in any direction; total 30 degrees

Basis of design to be Mason Industries "30N"

2.10 OUTLET AND JUNCTION BOX BACKING MATERIAL

Heavy density 1.48 grams/cm^3 putty material.

Basis of design to be Hilti North America, type CP 617 Firestop Putty Pad.

2.11 SOUND BARRIER LAGGING MATERIAL

Composite insulation and sound barrier lagging material.

Lagging material to be 1 pound per square foot.

Batt insulation to be nominal 1 inch thick.

Lagging material to comply with all fire and smoke ratings in the installed condition.

Basis of design to be SoundSeal B-10 LAG/QFA-30.

2.12 NEOPRENE SPONGE MATERIAL

Closed Cell Neoprene Sponge

ASTM D 1056 78

Mil R 6130B Type II Grade A

Mil R 6130B = Sponge

Type II = Closed Cell

Grade A = 30 Deg F to 150 Deg F Oil Resistant and Self Extinguishing

PART 3 EXECUTION

3.1 EXAMINATION

Verify base building floor under the floating floor is level to a tolerance of 1 inch within 12 feet maximum.

Bearing area under floor isolators shall be free of debris, dust and dirt, and level within 0.03 inches maximum.

SECTION 13 21 48 Page 4

If site conditions are unsatisfactory or raise questions about the installation of the floating floor, the work will not proceed until the condition has been corrected in a manner acceptable to the isolation element manufacturer.

3.2 INSTALLATION

3.2.1 General

All penetrations through isolated construction shall be acoustically sealed with resilient sealant material.

Coordinate and review base building construction for appropriate installation environment.

Cement perimeter isolation board around all walls, columns, curbs, etc.

3.2.2 Isolated Masonry Wall Installation

There shall be no direct contact or connection between independent walls of spaces. Mortar stops shall be used while constructing concrete block walls to avoid any solid contact or connections between and behind walls.

No rigid bracing or kickers shall be provided for independent walls.

All electrical and low voltage services and and conduit shall be flexible between independent wall, and at penetrations through sound barrier ceilings.

All electrical and low voltage infrastructure within independent metal stud walls shall be reviewed prior to installation of batt insulation and drywall.

3.2.3 Isolated Concrete Floor Installation

Slab isolation joints shall have no rigid contact or connection across joints. Joint filler material shall be adhered with joint and not fastened to either side.

The setting of all floor isolation materials shall be performed by or under the supervision of the isolation device manufacturer.

Pour floating concrete floor slab monolithically.

3.2.4 Isolated Suspended Ceiling Installation

Hangers for services below resiliently suspended ceilings shall be coordinated and installed prior to construction of the resilient ceiling structure. Hangers for all services shall be resilient.

All electrical and low voltage services and and conduit shall be flexible between independent wall, and at penetrations through sound barrier ceilings.

3.2.5 Sound Barrier Lagging

All supply and return ductwork above sound barrier ceilings is to be acoustically lagged or wrapped.

SECTION 13 21 48 Page 5

3.2.6 Flexible Duct Connections

Flexible duct connections shall be provided within all ductwork between independent isolated walls of the spaces outlined above. Flexible connector material specified elsewhere in design documents.

3.2.7 Outlet & Junction Box Backing Material

All in-wall outlet and junction boxes within the isolated spaces.

3.3 FIELD QUALITY CONTROL

3.3.1 Inspection

Examine each item for visual defects, and correct all defects to conform to the specifications.

3.3.2 Inspection Sequence

The field supervisor shall inform the owner and construction manager a minimum of 4 days prior to completion of the following installation inspection stages. At the completion of each stage no further construction shall occur until field supervisor has received approval from the owner and construction manager of the completed work.

After the installation of perimeter board and bond breaker material and prior to the placement of slab lifting isolators.

After the installation of slab lifting isolators and prior to the placement of slab reinforcement.

After the installation of slab reinforcement and prior to the placement of concrete.

After the installation of concrete slab and masonry walls up to the first row of wall sway braces.

After the installation of masonry wall angle brackets and prior to finishing top course of masonry wall.

After the installation of ceiling hangers, ceiling framing, above ceiling systems, and hangers and supports for below ceiling systems.

After the installation of ceiling insulation and drywall.

-- End of Section --

SECTION 13 21 48 Page 6

SECTION 14 21 23

ELECTRIC TRACTION PASSENGER ELEVATORS

05/16

PART 1 GENERAL

1.1 REFERENCES

The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only.

AMERICAN SOCIETY OF CIVIL ENGINEERS (ASCE)

ASCE 7 (2017) Minimum Design Loads for Buildings and Other Structures

AMERICAN WELDING SOCIETY (AWS)

AWS D1.1/D1.1M (2015; Errata 1 2015; Errata 2 2016) Structural Welding Code - Steel

ASME INTERNATIONAL (ASME)

ASME A17.1/CSA B44 (2016) Safety Code for Elevators and Escalators

ASME A17.2 (2017) Guide for Inspection of Elevators, Escalators, and Moving Walks Includes Inspection Procedures for Electric Traction and Winding Drum Elevators, Hydraulic Elevators, and Escalators and Moving Walks

INSTITUTE OF ELECTRICAL AND ELECTRONICS ENGINEERS (IEEE)

IEEE C62.41 (1991; R 1995) Recommended Practice on Surge Voltages in Low-Voltage AC Power Circuits

INTERNATIONAL CODE COUNCIL (ICC)

ICC IBC (2018) International Building Code

NATIONAL ELEVATOR INDUSTRY, INC. (NEII)

NEII-1 (2000; R thru 2017) Building Transportation Standards and Guidelines, including the Performance Standards Matrix for New Elevator Installation

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

NFPA 101 (2018; TIA 18-1; TIA 18-2; TIA 18-3) Life Safety Code

NFPA 70 (2017; ERTA 1-2 2017; TIA 17-1; TIA 17-2;

SECTION 14 21 23 Page 1

TIA 17-3; TIA 17-4; TIA 17-5; TIA 17-6;

TIA 17-7; TIA 17-8; TIA 17-9; TIA 17-10;

TIA 17-11; TIA 17-12; TIA 17-13; TIA

17-14; TIA 17-15; TIA 17-16; TIA 17-17 )

National Electrical Code

NFPA 70E (2018; TIA 18-1; TIA 81-2) Standard for Electrical Safety in the Workplace

NFPA 72 (2019; TIA 19-1; ERTA 2019) National Fire Alarm and Signaling Code

U.S. DEPARTMENT OF DEFENSE (DOD)

UFC 3-560-01 (2017, with Change 1, 2018) Operations and Maintenance: Electrical Safety

U.S. NATIONAL ARCHIVES AND RECORDS ADMINISTRATION (NARA)

36 CFR 1191 Americans with Disabilities Act (ADA) Accessibility Guidelines for Buildings and Facilities; Architectural Barriers Act (ABA) Accessibility Guidelines

1.2 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. Submittals with an "S" are for inclusion in the Sustainability eNotebook, in conformance with Section 01 33 29 SUSTAINABILITY REPORTING. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-02 Shop Drawings

Elevator System; G

Elevator Components; G

Elevator Machine; G

Elevator Controller; G

Wiring Diagrams; G

Interior Cab Finishes Detail Drawings; G, AE

SD-03 Product Data

Elevator and Accessories; G

Elevator Components; G

Data Sheets; G

Elevator Microprocessor Controller; G

SD-04 Samples

SECTION 14 21 23 Page 2

SST Finish Samples for Pre-Engineered Interior Finish System (4x4);

G

SD-05 Design Data

Emergency Power Systems

Heat Loads

Reaction Loads

SD-07 Certificates

Elevator Parts and Components Price Lists; G

Warranty

Endorsement Letter

Welders' Qualifications

Elevator Controller Certification; G

SD-10 Operation and Maintenance Data

Elevator, Data Package 4; G

Maintenance Control Program (MCP); G

Software and Documentation; G

Submit in accordance with Section 01 78 23 OPERATION AND MAINTENANCE DATA and 01 78 24.05 20 FACILITY OPERATION AND

MAINTENANCE SUPPORT INFORMATION.

Interior Finish Systems Installation and Maintenance Instructions;

G

1.2.1 Shop Drawing Requirements

Provide assembly and arrangement of elevators, accessories, and elevator components. Show location of elevator machine in elevator machine room (MR) or machinery space (MS). Show location of elevator controller in elevator machine room or elevator control room (CR). Provide details for materials and equipment, including but not limited to operating and signal fixtures, doors, door and car frames, car enclosure, controllers, motors, guide rails and brackets, layout of hoistway in plan and elevation, and other layout information and clearance dimensions.

Provide detail drawings for cab interior in elevation and plan to include but not be limited to: ceiling layout, wall panel seaming/reveals, handrails, bumper rails and wall base.

1.2.2 Delivery, Storage and Handling of Interior Finishes

Deliver materials to install on site in manufacturer's original packaging.

Store in dry, secure location, protected against direct sunlight and excessive heat. Protect finished surfaces with strippable film.

SECTION 14 21 23 Page 3

1.2.3 Warranty

Provide manufacturer standard warranty for pre-engineered interior finish system. Terms: One year against defects in material and workmanship.

1.2.4 Product Data Requirements

Provide manufacturers' product data for all elevator components, including but not limited to the following: elevator controller, hoist machine and drive motor, design counterbalance, hoist ropes and shackles, overspeed governor, emergency braking system, car and hall fixture buttons and switches, cab, machine room, control room, and machinery space communication devices, door operator, door protection system, and car and counterweight roller guides and buffers. For data sheets, provide document identification number or bulletin number, published or copyrighted prior to the date of contract bid opening. Provide controller manufacturer's published procedures for performance of each and all testing required by ASME A17.1/CSA B44 .

1.2.5 Design Data

1.2.5.1 Reaction Loads

Provide calculations by registered professional engineer for reaction loads imposed on building by elevator system. Calculations must comply with ASCE 7 and ASME A17.1/CSA B44

1.2.5.2 Heat Loads

Provide calculations from elevator manufacturer, or by registered professional engineer, for total anticipated heat loads generated by all of the elevator equipment.

1.2.5.3 Emergency Power Systems

Where the facility does have an emergency power system, confirm the elevators that will be connected to the emergency power system. Confirm the complete emergency power system and sequence of operation for all elevators, including elevator sequential operation and operation of the elevator lobby manual selection switch. Provide wiring diagrams for building emergency power interface with elevator controls. For elevators not supplied by an emergency power system, provide manufacturers' product data for auxiliary power systems.

1.2.6 Welders' Requirements

Comply with AWS D1.1/D1.1M , Section 5. Include certified copies of field welders' qualifications. List welders' names with corresponding code marks to identify each welder's welding work

1.2.7 Maintenance Control Program (MCP)

For each elevator, prepare and provide a written Maintenance Control Program (MCP) that complies with ASME A17.1/CSA B44 Section 8.6, including written documentation that details the test procedures for each and every test that is required to be performed by ASME A17.1/CSA B44 . Assemble all MCP documentation, and supporting technical attachments, in a single MCP package and provide in both electronic and hard copy. Assemble entire

SECTION 14 21 23 Page 4 hard copy MCP in 3-ring binders. For each elevator provided, the MCP must include only documentation and instruction that apply to the elevator specified.

For each elevator, provide an additional, separate binder that includes all maintenance, repair, replacement, call back, and other records required by ASME A17.1/CSA B44 . The records binder must be kept in the elevator mechanical room, maintained by elevator maintenance and service personnel, and be available at all times to authorized personnel.

Provide detailed information regarding emergency service procedures and elevator installation company personnel contact information. Provide a listing of all tools to be provided to the Contracting Officer as components of the elevator system.

1.3 QUALITY ASSURANCE

1.3.1 Qualification

Provide a designed and engineered elevator system by an elevator contractor regularly engaged in the installation of elevator systems.

Provide elevator components manufactured by companies regularly engaged in the manufacture of elevator components. Utilize only licensed and certified elevator personnel for the installation, adjusting, testing, and servicing of the elevators.

1.3.1.1 Elevator Contractor's Elevator Technicians

For elevator installations in the United States, including United States territories, perform all elevator related work under the direct guidance of a state certified elevator technician with a minimum of three years of experience in the installation of elevator systems of the type and complexity specified in the contract documents. Provide an endorsement letter from the elevator manufacturer, certifying that the elevator specialist is qualified. All elevator technicians must carry a current certification issued by one of the following organizations:

a. National Association of Elevator Contractors (NAEC)

b. National Elevator Industry Education Program (NEIEP)

1.3.2 Manufacturers' Technical Support

Provide elevator components from manufacturers that provide factory training and online and live telephone elevator technical support to any elevator installation, service, and maintenance contractor. Provide elevator components from manufacturers that guarantee accessibility to all replacement and repair parts and components to any elevator installation, service, and maintenance contractor. Use only elevator component manufacturers that provide current published price lists for all elevator parts and components.

1.3.3 Operation and Maintenance Data

Assemble all shop drawing and product data material into O&M Data Packages in accordance with Article SUBMITTALS. Provide two complete O&M Data Packages in hard copy and two complete electronic O&M data packages on separate CDs, in PDF format. Provide all O&M Data Packages to Contracting Officer. Include controller diagnostic documentation and software as

SECTION 14 21 23 Page 5 required under Article CONTROL EQUIPMENT.

1.3.4 Wiring Diagrams

Provide complete wiring diagrams and sequence of operations, which show electrical connections and functions of elevator systems. Provide one set (11 inch by 17 inch minimum size) of wiring diagrams, with individual sheets laminated in plastic and assembled in binder, to be stored in the machine room or control room cabinet. Provide one additional hard copy set and two complete electronic sets on separate CDs, in PDF format.

Provide all wiring diagram sets to the Contracting Officer. Coded diagrams are not acceptable unless fully identified.

1.3.5 Machine Room/Control Room Cabinet

For storage of O&M Data Packages and Wiring Diagrams, provide locking metal cabinet with a minimum size of 20 inch W by 12 inch D by 30 inch H.

Cabinet must be sized large enough to accommodate all O&M Data and hardware required in paragraphs OPERATION AND MAINTENANCE DATA and WIRING DIAGRAMS. Secure cabinet to machine room or control room wall.

1.4 NEW INSTALLATION SERVICE

Provide elevator warranty service in accordance with the manufacturer's maintenance plan, warranty requirements, and applicable safety codes, for a period of 12 months after the date of acceptance by Contracting Officer. Perform this work during regular working hours. Provide supplies and parts to keep elevator system in operation. Perform service only by factory trained personnel. Provide Monthly services to include repairs, adjustments, greasing, oiling, and cleaning. Provide service log in elevator machine room or control room cabinet and update Monthly, throughout the one-year warranty period.

Provide 24-hour emergency service, with one hour on-site response time, during this period without additional cost to the Government.

1.4.1 Periodic Elevator Certification Inspection and Testing

Provide elevator mechanic to support QEI Certified Elevator Inspector in the periodic six-month and the annual Category 1 elevator certification inspection and testing. Perform Category 1 inspection and testing no greater than 30 days prior to the end of the warranty period. Perform all elevator certification testing in the presence of QEI Certified Elevator Inspector.

In conjunction with the testing noted above, test systems for Emergency Power Operation, Earthquake Emergency Operation, and Hospital Emergency Commandeering Service Operation, as applicable. Schedule so that testing does not interfere with building operations.

1.5 FIRE PROTECTION SYSTEM

Coordinate interface between building fire protection system and elevator controls.

Additional fire protection requirements are located in: Section 28 31 76 INTERIOR FIRE ALARM AND MASS NOTIFICATION SYSTEM; Section 21 13 13.00 20 WET PIPE SPRINKLER SYSTEM, FIRE PROTECTION; and Section 26 20 00 INTERIOR

DISTRIBUTION SYSTEM.

SECTION 14 21 23 Page 6

1.5.1 Fire Alarm Initiating Devices

Fire alarm initiating devices are specified in Section 28 31 76 INTERIOR FIRE ALARM AND MASS NOTIFICATION SYSTEM, including conduit and wiring from each detector to fire protection addressable modules in elevator machine room or control room.

1.5.2 Fire Sprinklers

Provide fire sprinklers in accordance with all applicable safety codes and with Section 21 13 13.00 20 WET PIPE SPRINKLER SYSTEM, FIRE PROTECTION.

Provide shutoff valve, check valve, and non-adjustable, zero time-delay flow switch, in each sprinkler line immediately outside of each machine room, control room, and hoistway, as applicable. Provide inspectors' test valve for periodic testing of flow switch and shunt trip disconnect.

Pipe sprinkler piping serving these spaces in a series manner with no laterals. Locate inspectors' test connection at the end of pipe runs such that operation of the test connection will purge air from system piping.

1.5.3 Shunt Trip Disconnect

Provide flow switches specified in paragraph FIRE SPRINKLERS to comply with ASME A17.1/CSA B44 and NFPA 72 for shunt trip of the main line power supply. For each elevator, provide control wiring connecting the flow switch to a shunt trip equipped circuit breaker located in the elevator machine room or control room. Upon flow of water, flow switch will instantaneously cause opening of the shunt-trip circuit breaker and remove power from the elevator. Flow switch must also send a signal to fire alarm control panel to indicate water flow condition.

PART 2 PRODUCTS

2.1 ELEVATOR DESCRIPTION

Provide elevator system that complies with ASME A17.1/CSA B44 in its entirety, ASME A17.2 in its entirety, and additional requirements specified herein. Provide elevator system that meets or exceeds the NEII-1 Ride Quality Performance Standards Matrix (RQPSM). For elevator speeds of 500 fpm and higher, comply with the RQPSM "High Performance" criteria.

For elevator speeds 350 fpm, up to but not including 500 fpm, comply with the RQPSM "Intermediate Performance" criteria.

Provide and install elevators in accordance with 36 CFR 1191 - ABAAS, ICC IBC , IEEE C62.41 , NFPA 70 and NFPA 101 requirements.

2.1.1 Elevator Design Parameters

2.1.1.1 Elevator No. 2 - Emergency Medical Service Accessibility (EMSA)

Provide elevator(s) with minimum size and arrangement to accommodate an ambulance stretcher 24-inch by 84-inch with not less than 5-inch radius corners, in the open, horizontal position.

a. Type: Gearless

b. Rated load: 3500 lb.

SECTION 14 21 23 Page 7

c. Rated Speed: 350 fpm

d. Car Door Type: Single-speed side slide.

e. Car Door Opening Width: 3 ft.-6 in. minimum.

2.1.2 Cab Enclosure and Hoistway Entrance Assemblies

2.1.2.1 Cab Enclosures and Door Finishes

Provide all interior finishes as indicated on Finish Location Plan Drawings and as specified in this section.

a. Floor: Rubber sheet flooring as indicated on Finish Plans shall be flush with cab sill.

b. Interior Rear and Side Wall Panels: Pre-engineered elevator interior system including stainless steel clad panels over fire-rated MDF backer with .020-inch aluminum sealer sheet and z-clip mounting system. Panel configuration to match layout identified in Drawings.

Stainless steel finish shall be textured to be "smudge-proof" with SST reveals in finish identified on drawings. All fasteners shall be concealed. Interior face of doors to match wall panels. Provide 4-inch high SST wall base in finish to match wall panels.

c. Provide SST handrails on rear and side walls at 34 inches above finished floor on center. Handrail to stop short of perpendicular walls by 6 inches. Style of rail shall be 1.25 inches in diameter with radius bend at ends in SST stippled finish.

d. Ceiling System: Canopy mounted six equal SST panels with painted reveals mounted on fire-rated particleboard substrate with aluminum backer and integral lighting system.Ceiling to have continuous 2-inch clearance at perimeter of suspended ceiling for ventilation. Paint exposed surfaces above wall panels with fire-rated intumescent paint.

Provide removable exit hatch per ASME A17.1/CSA B44 for emergency egress. (Location to be verified in field.) Stainless steel finish as indicated on Drawings.

e. Lighting: Provide six recessed LED downlights centered in panels with continuous LED perimeter lighting in pre-installed aluminum housing.

Provide emergency lighting system with additional system with additional power supply and a battery with automatic charger.

f. Hoistway Doors and Frame Finishes - Provide finishes on exterior of hoistway as follows:

1. Frame: Prefinished steel to match door finish.

2. Exterior Face of Door Stainless steel to match interior face Protect elevator finishes, fixtures and equipment from damage caused by work per this section. Install in accordance with elevator interior system instructions. Do not make structural changes to elevator car or install work in a manner that interferes with the safe operation of the elevator.

2.2 ELEVATOR OPERATION

ASME A17.1/CSA B44 , Introduction, Section 3, Definitions.

SECTION 14 21 23 Page 8

2.2.1 Selective Collective Automatic Operation

Provide Selective Collective Automatic Operation.

2.3 SPECIAL OPERATION AND CONTROL

Provide the following special operations and control systems.

2.3.1 Keys for Elevator Key Switches

Provide a minimum of twelve keys per unique cylinder used on all key switches for a single elevator. If there is more than one elevator, additional keys will not be required unless there are additional unique lock cylinders. Provide keys with brass or fiberglass tags marked "PROPERTY OF THE U.S. GOVERNMENT" on one side with function of key or approved code number on the other side.

2.3.2 Firefighters' Emergency Operation (FEO)

Provide FEO equipment and signaling devices. The designated level for the FEO Phase I key operated switch is the ground floor. In the FEO Phase I fixture, provide FEO Operating Instructions.

2.3.2.1 Firefighters' Emergency Operation (FEO) Key Box

Provide flush mounted, locking, FEO Key Box of a minimum size of 5 inch W by 9 inch H by 1.5 inch D. Install at a height of 6 feet above floor level and directly above the FEO Phase I key switch. Provide box equipped with lock that uses the FEO K1 key.

2.3.3 Hoistway Access Operation

Provide hoistway access operation with switches at top and bottom terminal landings. Locate switch 6 feet above floor level, within 12 inches of elevator hoistway entrance frame or with the ferrule exposed when located in the elevator entrance frame.

2.3.4 In-Car Inspection Operation

Provide In-Car Inspection Operation.

2.3.5 Independent Service

Provide exposed key-operated switch in car operating panel to enable independent service and simultaneously disable in-car signals and landing-call responses. Provide indicator lights that automatically illuminate during independent service.

2.3.6 Selective Door Operation

For elevator with one or more rear openings at same level as front opening, provide full-selective operation with car and door operating buttons clearly marked for front and rear openings, front and rear car button for each such floor, and front and rear "DOOR OPEN" and "DOOR CLOSE" buttons. Only door for which the button was operated opens or closes.

SECTION 14 21 23 Page 9

2.3.7 Elevator Emergency Power Operation

Provide elevator emergency power operation for elevator 2. Coordinate power supply and control wiring to accomplish initiation and operation of elevators on emergency power.

2.3.8 Elevator Auxiliary Power Operating System

Provide elevator auxiliary power operating system for all elevators elevator 2.

2.3.9 Hospital Emergency Commandeering Service (HECS)

Provide Hospital Emergency Commandeering Service.

2.4 ELEVATOR DRIVE MACHINE, HOIST MOTOR, AND DRIVE MOTOR

Provide elevator drive machine, hoist motor, and motor drive system that is designed to be installed in an elevator machine room (MR) or an elevator machinery space. The elevator machine, motor, and drive configuration and installation design must be mechanically and electrically interchangeable with a minimum of two other elevator manufacturer's drive machines that are readily available in the elevator industry. Paint or finish ferrous surfaces with a minimum of one coat of manufacturer applied rust- inhibiting paint.

Design the elevator drive system so that the hoist motor amperage does not exceed the motor data tag full load amperage in any operating condition, exclusive of acceleration and deceleration. Provide elevator hoist motor that is designed with Class F insulation and rated for 120 starts/hr.

Design the elevator drive system to limit Total Harmonic Distortion to a maximum of 5 percent. No single harmonic may exceed 3 percent.

Provide an elevator drive machine designed for and provided with stranded steel wire rope for elevator suspension and counterbalance. The minimum acceptable diameter of suspension and counterweight ropes is 3/8 inches.

Aramid fiber ropes, coated steel ropes, and non-circular coated steel belts may not be used for elevator suspension or counterbalance.

The elevator drive machine must be equipped with machine manufacturer's designed and installed standard means for the manual release of the driving-machine brake.

2.4.1 Manufacturer's Factory Training and Technical Support

Provide an elevator drive machine from a manufacturer that provides comprehensive factory training and technical support for installation, adjustment, service, and maintenance of the drive system. The training and support must be identified as available to any licensed elevator contractor. Provide verification of an established and documented training schedule, with pricing, for factory training classes that have been provided for a minimum period of one year prior to contract award date.

The elevator drive system must be identified as available for purchase and installation by any licensed elevator contractor. All drive system related components, parts, diagnostic tools, and software must be available for purchase, installation, and use by any licensed elevator contractor; "exchange-only" provisions for the purchase of spare parts are

SECTION 14 21 23 Page 10 not acceptable.

2.4.2 Ascending Car Overspeed and Unintended Car Movement Protection

Provide elevator Ascending Car Overspeed and Unintended Car Movement Protection means that is designed to act directly upon, and apply a retarding force to, the elevator suspension ropes. In addition to the requirements of ASME A17.1/CSA B44 , the means must be designed to detect and stop movement of the elevator suspension ropes that occurs as a result of loss of traction between the suspension ropes and the elevator machine drive sheave.

2.5 CONTROL EQUIPMENT

Enclose all elevator control equipment in factory-primed and baked-enamel coated sheet-metal cabinets with ventilation louvers and removable or hinged doors. Mount cabinets at a height of 10 inches above machine room or control room finish floor.

2.5.1 Motor Control Equipment

Provide Variable-Frequency Variable Voltage (VVVF) alternating current

(ac) drive control.

2.5.1.1 Electrical Isolation Protection

Provide individual isolation transformers and individual choke reactors for each individual hoist motor. Provide filtering to maintain harmonic distortion below IEEE C62.41 standards as measured at the elevator machine room or control room disconnect.

2.5.2 Elevator Microprocessor Controller

For each individual elevator controller, and for each group controller, provide a microprocessor controller that complies with the following paragraphs. Provide controller(s) package that includes all hardware and software required for the installation, maintenance, and service of the elevator, in its' entirety. Provide verification of technical support service that the controller manufacturer provides to any licensed elevator installation, service, and maintenance company.

Provide an elevator controller from a manufacturer that provides comprehensive factory training to include controller installation, adjustment, service, and maintenance. The training must be identified as available to any licensed elevator contractor. Provide verification of an established and documented training schedule, with pricing, for factory training classes that manufacturer has provided for a minimum period of one year prior to contract award date.

The elevator controller must be identified as available for purchase and installation by any licensed elevator contractor. All components, parts, diagnostic tools, and software must be available for purchase and installation and use by any licensed elevator contractor; "exchange-only" provisions for the purchase of spare parts are not acceptable. The elevator controller manufacturer must publish an industry competitive price listing for all controller parts, diagnostic tools, and software.

Provide verification of telephone and internet based technical support service that the elevator controller manufacturer provides to any licensed

SECTION 14 21 23 Page 11 elevator installation, service, and maintenance company at an industry competitive price. The service must include live telephone based technical support for installation, adjustment, maintenance, and troubleshooting of the elevator controller and related elevator components. The service must be available during standard working hours.

Provide an elevator controller that is designed to automatically reestablish normal elevator operation following any temporary loss of power, regardless of duration.

2.5.2.1 Elevator Controller Interface Cabinet

For each individual elevator microprocessor controller, provide a separate elevator control cabinet with an integrated human interface system. For group elevator installations, a single cabinet and interface system with full access to each elevator controller may be utilized. The separate controller interface cabinet must be supplied by the elevator controller manufacturer and include a minimum 12 inch wide keyboard and a minimum 10 inch monitor. The elevator controller interface cabinet must comply with arc-flash protection requirements of NFPA 70E and UFC 3-560-01 .

2.5.2.1.1 Elevator Microprocessor Human Interface

The interface system must provide complete elevator controller interface capability and must include the elevator controller manufacturer's comprehensive package of installation and diagnostic software. The microprocessor interface system must provide unrestricted access to all parameters, all levels of adjustment, and all flags necessary for installation, adjustment, maintenance, and troubleshooting of each elevator and for the elevator group. All software programming must be stored in non-volatile memory. The elevator controller fault log must provide non-volatile memory fault log storage of all faults, trouble calls, and fault history for a minimum of one year and the ability to download or print the fault log. The controller interface must also provide the capability to display and diagnose trouble calls, faults, and shutdowns. Expiring software, degrading operation, and "key" access controls are not acceptable.

2.5.2.2 Software and Documentation

Provide three copies of the manufacturer's maintenance and service diagnostic software, with complete software documentation, that will enable the same level of unrestricted access to all controllers of the same make and model, regardless of the installation date or location.

Provide signed certification, from the manufacturer's corporate headquarters, that guarantees that the microprocessor software and access system will not terminate the unlimited and unrestricted access at any future date.

2.5.2.3 Elevator Controller Certification

For elevator installations in the United States, including United States territories, provide an elevator microprocessor controller that has a current certificate of safety code compliance issued by the Technical Standards and Safety Authority (TSSA), Toronto, Canada.

2.6 OPERATING PANELS, SIGNAL FIXTURES, AND COMMUNICATIONS CABINETS

For all panels and fixtures, provide identical and uniform fixture design, SECTION 14 21 23 Page 12 material, finish, and components for all elevators. For all panels and fixtures, legibly and indelibly identify all buttons and all operating positions for each device. Use engraving and backfilling, or photo etching, for button and switch designations. Do not use attached signs.

Provide elevator manufacturers' standard grade for all key switches unless otherwise specified. All illuminating panels and fixture components must utilize LED lighting for energy efficiency.

2.6.1 Car and Hall Buttons

For all cab and landing fixture buttons, provide industry-standard, vandal resistant push buttons with positive-stop assembly design. Buttons must be minimum 3/4 inch diameter, satin-finish stainless steel, with illuminating LED halo.

2.6.2 Passenger Car-Operating Panel

Provide each car with one car operating panel that contain operation controls and communication devices. Provide exposed, flush mounted buttons for the controls identified in subparagraph PASSENGER CONTROLS.

Provide a lockable service cabinet for the controls listed in subparagraph SERVICE CONTROLS. Use engraving and backfilling or photo etching for button and switch designations. Do not use attached signs.

2.6.2.1 Passenger Controls

In addition to ASME A17.1/CSA B44 requirements, provide the following operating controls, identified as indicated:

a. LED illuminating car-call buttons identified to correspond to landings served by the elevator.

b. "DOOR OPEN" and "DOOR CLOSE" buttons. For front and rear openings at the same floor, include the identification "F" and "R" for each opening.

c. Red, illuminating "ALARM" button.

d.…

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