A.07.24_Solicitation-Amendment-0007_16B0008.pdf

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

Except as provided herein, all terms and conditions of the document referenced in Item 9A or 10A, as heretofore changed, remains unchanged and in full force and effect.

15A. NAME AND TITLE OF SIGNER (Type or print)

30-105-04EXCEPTION TO SF 30

APPROVED BY OIRM 11-84

STANDARD FORM 30 (Rev. 10-83) Prescribed by GSA

FAR (48 CFR) 53.243

NAME OF PROJECT: THE DALLES BAY 15 ELEVATOR REHABILITATION

SEE CONTINUATION PAGES

1. CONTRACT ID CODE PAGE OF PAGES

J 1 2

16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)

16C. DATE SIGNED

BY 14-Jul-2016

16B. UNITED STATES OF AMERICA15C. DATE SIGNED15B. CONTRACTOR/OFFEROR

(Signature of Contracting Officer)(Signature of person authorized to sign)

8. NAME AND ADDRESS OF CONTRACTOR (No., Street, County, State and Zip Code) X W9127N-16-B-0008

X 9B. DATED (SEE ITEM 11)

09-Jun-2016

10B. DATED (SEE ITEM 13)

9A. AMENDMENT OF SOLICITATION NO.

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

X The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offer is extended, X is not extended.

Offer must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended by one of the following methods:

(a) By completing Items 8 and 15, and returning 1 copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN

REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted, such change may be made by telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

12. ACCOUNTING AND APPROPRIATION DATA (If required)

13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS.

IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE

CONTRACT ORDER NO. IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation date, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(B).

C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER (Specify type of modification and authority)

E. IMPORTANT: Contractor is not, is required to sign this document and return copies to the issuing office.

14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

10A. MOD. OF CONTRACT/ORDER NO.

2. AMENDMENT/MODIFICATION NO. 5. PROJECT NO.(If applicable)

6. ISSUED BY

3. EFFECTIVE DATE

14-Jul-2016

CODE

USACE PORTLAND DISTRICT

333 SW 1ST AVE

PORTLAND OR 97204-3440

W9127N 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W9127N-16-B-0008

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION 00010 - SOLICITATION CONTRACT FORM

The 'issued by' organization has changed from

PORTLAND DISTRICT, CORPS OF ENGINEERS

333 SW 1ST AVE

PORTLAND OR 97208

to

USACE PORTLAND DISTRICT

333 SW 1ST AVE

PORTLAND OR 97204-3440

SECTION 00100 - BIDDING SCHEDULE / INSTRUCTIONS TO BIDDERS

The following have been added by full text:

AMENDMENT NO. 0007

Amendment No. 0007 makes the following changes to Solicitation No. W9127N-16-B-0008:

1) Change to Section 14 21 00.00 28 paragraph 2.6.2.1

2) All other terms and conditions remain unchanged.

(End of Summary of Changes)

The Dalles Dam Bay 15 Elevator Rehab

SECTION TABLE OF CONTENTS

DIVISION 14 - CONVEYING EQUIPMENT

SECTION 14 21 00.10 28

ELECTRIC TRACTION ELEVATORS

PART 1 GENERAL

1.1 SCOPE OF WORK

1.2 APPLICABLE CODES AND DESIGN CRITERIA

1.3 REFERENCES

1.4 SUBMITTALS

1.5 LONG LEAD TIME EQUIPMENT

1.6 CERTIFICATIONS AND CONTRACTOR QUALIFICATIONS

1.6.1 Manufacturer Certification

1.6.2 Installer Qualifications

1.6.3 Certificates: Welders' Requirements

1.7 SHOP DRAWINGS

1.8 STRUCTURAL CALCULATIONS

1.9 SMOKE ALARM SYSTEM

1.10 INDEPENDENT ELEVATOR INSPECTOR

1.11 DELIVERY AND STORAGE

1.12 FIELD MEASUREMENTS

1.13 MAINTENANCE TOOLS AND OPERATIONAL KEYS

1.13.1 Maintenance and Diagnostic Tools

1.13.2 Elevator Key Switches

1.14 WARRANTY

1.15 SCHEDULE FOR ROUTINE INSPECTION AND MAINTENANCE DURING THE

ONE-YEAR WARRANTY PERIOD

PART 2 PRODUCTS

2.1 ELEVATOR DESIGN CRITERIA:

2.2 FIRE SERVICE OPERATION

2.2.1 Firefighters' Service

2.2.2 Smoke Detectors

2.3 GENERAL EQUIPMENT REQUIREMENTS

2.3.1 Standard Products

2.3.2 Nameplates

2.3.3 Special Tools

2.3.4 Electrical Work

2.3.5 Use of Asbestos Products

2.4 MISCELLANEOUS MATERIALS

2.4.1 Materials for Car Modifications

2.4.2 Structural Steel

2.4.3 Cold-Rolled Sheet Steel

2.4.4 Stainless Steel

2.5 ELEVATOR MACHINE

2.5.1 Hoisting Machines (Geared)

2.5.2 Optional "Gearless" Hoist Machine

2.5.3 Hoisting Ropes, Wedge Sockets and Shackle Rods

2.5.4 Sheaves

SECTION 14 21 00.10 28 Page 1

2.5.5 Hoist Motors (Geared)

2.5.6 Armatures

2.5.7 Commutators

2.5.8 Brake Assemblies

2.5.9 Bed Plates

2.6 ELEVATOR CONTROLLERS (FOR VARIABLE FREQUENCY DRIVE MOTORS)

2.6.1 Performance

2.6.2 Controllers

2.6.2.1 General

2.6.2.2 Non-Proprietary Equipment

2.6.3 Solid-State Motor-Controllers

2.6.4 Regenerative Drive

2.6.5 Controller Monitoring/Programming System and Cabinet

2.6.6 Remote Annunciation for Elevator Alarms

2.7 TRAVELING CABLE AND COMPENSATION CHAIN

2.7.1 Traveling Cable

2.7.2 Compensation Chain

2.7.2.1 General

2.7.2.2 Compensation Chain Accessories

2.8 ELEVATOR SAFETY EQUIPMENT

2.8.1 Overspeed Governors

2.8.2 Elevator Car Safeties

2.8.3 Rope Brakes

2.8.4 Oil Buffers

2.9 ELEVATOR CAR AND COUNTERWEIGHT ROLLER GUIDES

2.10 ELEVATOR CARS

2.10.1 General

2.10.2 Car Fronts and Backs

2.10.3 Car Doors

2.10.3.1 General

2.10.3.2 Infrared Reversing Edge

2.10.4 Walls

2.10.5 Car Top, Ceiling, and Light Fixtures

2.10.6 Emergency Exits

2.10.7 Top-of-Car Inspection Controls

2.10.8 Floor Finish

2.10.9 Base

2.10.10 Car Entrance Sills

2.10.11 Handrails

2.10.12 Bumper Rails

2.10.13 Exhaust Fans

2.10.14 Elevator Car Receptacle Outlets

2.10.15 Phase II Firefighters' Operating Instructions

2.11 CAR OPERATING PANELS, SIGNAL FIXTURES, AND EMERGENCY LIGHTING

2.11.1 Capacity and Data Plates

2.11.2 Car Buttons

2.11.3 Passenger Car-Operating Panel

2.11.3.1 General

2.11.3.2 Car Operating Panel Controls

2.11.3.3 Service Controls

2.11.3.4 Firefighter's Controls

2.11.3.5 Firefighter's Elevator Key Box

2.11.3.6 Keying for Elevator Switches

2.11.3.7 Certificate Windows

2.11.4 Switches and Devices

2.11.5 In-Car Position and Direction Indicator and Signals

2.11.6 Landing Position and Direction Indicator and Signal

2.11.7 Car Emergency Lighting Systems

2.11.8 Car Audible Alarm

SECTION 14 21 00.10 28 Page 2

2.12 SPECIAL OPERATIONAL FEATURES FOR ELEVATOR CARS

2.12.1 General

2.12.2 Automatic Load Weighing Devices

2.12.3 Anti-Nuisance Systems

2.13 ELEVATOR CAR DOOR OPERATORS

2.13.1 Door Operators

2.13.2 Door Reversing Edge (Infrared Curtain)

2.14 HOISTWAY EQUIPMENT

2.14.1 Car and Counterweight Guiderails and Brackets

2.14.2 Car and Counterweight Guiderail Bracket Concrete Shaft Wall

Anchorage

2.14.3 Guiderail Splice Fish Plates

2.14.4 Pit Equipment

2.14.4.1 General

2.14.4.2 Pit "STOP" Switch

2.14.4.3 Pit Ladder

2.14.4.4 Lighting of Pits

2.14.5 Cable Sheave Attic "STOP" Switch

2.14.6 Terminal Stopping Devices

2.14.7 Wiring

2.14.7.1 General

2.14.7.2 Conductor Identification

2.14.8 Emergency Signaling Devices

2.14.9 Projections, Recesses and Setbacks in Hoistway

2.14.10 Cleaning and Painting of Miscellaneous Steel Items

2.15 HOISTWAY DOORS, FRAMES AND EQUIPMENT

2.15.1 Hoistway Doors

2.15.2 Equivalency Evaluation of Existing Hoistway Door Frames

2.15.2.1 Results of Equivalency Evaluation

2.15.2.2 Acceptable National Testing Laboratory

2.15.3 Door Hangers and Housing for Sliding Hoistway Doors

2.15.4 Door Rollers for Sliding Hoistway Doors

2.15.5 Roller Hanger Track for Sliding Hoistway Doors

2.15.6 Hoistway Entrance Dust Covers, Door Hanger Covers, Landing

Sill Guards, and Fascia Plates

2.15.7 Raised and Braille Characters

2.15.8 Phase I Firefighters' Operating Instructions

2.15.9 Elevator Interlock Switch for Rolling Counter Door at the

Sheave Attic

2.15.10 Elevator Shroud Penetration

2.16 ELEVATOR LANDING CONTROLS AND FEATURES

2.16.1 Hall Call Stations

2.16.2 Fire Service Switch

2.16.3 Hoistway Access/Inspection Switches

2.16.4 Elevator Communications Failure Indicator Light, Audible Alarm and Key Switch

2.17 ELEVATOR DIRECTORY SIGNS

2.18 COMMUNICATIONS EQUIPMENT

2.18.1 General

2.18.2 Emergency Communications Equipment (Telephone)

2.19 EMERGENCY POWER CAPABILITY

2.20 LEVELING DEVICES

2.21 LUBRICATION POINTS

2.22 SEISMIC PROTECTION

2.22.1 General

2.22.2 Motion Detection Switches

2.23 SOUND AND VIBRATION ISOLATION

2.24 PASSENGER CAR OPERATION

2.24.1 Definitions

SECTION 14 21 00.10 28 Page 3

2.24.2 Single Selective Collective Automatic Operation

2.25 AUTOMATIC ELEVATOR OPERATION

2.25.1 General

2.25.2 Operation

2.25.2.1 Door Operation

2.25.2.2 Door Closing

2.25.2.3 Door Opening

2.25.2.4 Car Dispatch

2.25.2.5 Door Dwell-Time

PART 3 EXECUTION

3.1 DEMOLITION OF OLD ELEVATOR EQUIPMENT

3.1.1 Asbestos Containing Material (ACM)

3.1.2 Lead Paint

3.2 INSTALLATION

3.2.1 General

3.2.2 Traveling Cables

3.2.3 Structural Members

3.2.3.1 General

3.2.3.2 Field Welding

3.2.4 Safety Guards

3.2.5 Miscellaneous Requirements

3.2.6 Firefighters' Service

3.3 ELECTRICAL

3.4 REMOTE ANNUNCIATION FOR ELEVATOR ALARMS

3.5 FINISH PAINTING

3.6 INSPECTION AND TESTING

3.6.1 General

3.6.2 Testing Materials and Instruments

3.6.3 Tests

3.6.3.1 Endurance Tests

3.6.3.2 Speed Tests

3.6.3.3 Leveling Tests

3.6.3.4 Insulation Resistance Tests

3.6.3.5 Brake Test

3.6.3.6 Buffer Tests

3.6.3.7 Temperature Rise Tests

3.6.3.8 Balance Tests

3.6.3.9 Motor Ampere Tests

3.6.4 Repair and Reconditioning

3.7 OPERATIONS AND MAINTENANCE DATA (O&M)

3.8 FRAMED INSTRUCTIONS

3.9 SYSTEM OPERATOR TRAINING

-- End of Section Table of Contents --

SECTION 14 21 00.10 28 Page 4

SECTION 14 21 00.10 28

ELECTRIC TRACTION ELEVATORS

PART 1 GENERAL

1.1 SCOPE OF WORK

This Section specifies the requirements for upgrading one existing passenger elevator at The Dalles Dam. The elevator is located in Bay 15 of the Powerhouse. Install a new elevator system and equipment to replace the old system and equipment. Existing features to be replaced include, but are not limited to: the hoist motor (including DC motor generator set); the hoist gear box; elevator brakes; hoistway ropes, wedge sockets and shackle rods; rope brakes; rope deflector sheaves; speed governor; elevator car and counterweight guide rail rollers; elevator car safeties; counterweight and cable compensation chain; elevator car walls; elevator car doors including infrared reversing edges; elevator car ceiling; oil buffers for the elevator car and counterweights; and elevator electrical systems and wiring including all traveling elevator car power and communications cabling, disconnect switches, motor feeders and all associated controls including controller cabinets. Check car and counterweight guiderail and guiderail brackets for structural adequacy and replaced with new assemblies if found to be structurally deficient. If reused, reattach existing guiderail brackets with new anchors bolts as specified herein. Replace all hoistway doors for the Bay 15 elevator with new sliding doors. Equip new hoistway doors with new linkages, hanger tracks and rollers. Also provide the elevator car with new walls, operating controls, handrails, communications devices, and provide new hall call stations at each floor landing.

1.2 APPLICABLE CODES AND DESIGN CRITERIA

Design and fabrication of elevator improvements must be in compliance with all requirements for electric traction elevators as listed in ASME A17.1/CSA B44, Safety Code for Elevators and Escalators. Note that, for convenience, specific references are made in this specification to sections contained within ASME A17.1/CSA B44 for several elevator features. This does not exempt the Contractor from full compliance with all applicable provisions of ASME A17.1/CSA B44 where specific references are not listed for certain features. Elevator installations must also be in compliance with the State of Oregon's "Elevator Safety Program" and with Chapter 296-96 of the State of Washington Administrative Codes (WAC) for elevators. Also comply with the International Building Code (IBC) for features such as elevator hoistway ventilation and fire ratings on elevator hoistway doors and door frames and with the ABA Accessibility Guidelines 36 CFR 1191 (where possible) for accessibility and usability for physically disabled individuals. Dates of applicable codes are listed below in the references. When complete, each elevator car must have the capacity to lift a live load, exclusive of the car and cable, etc., over the specified travel distance and at the specified travel speed. Elevator landing stops and the designated and alternate exit levels for Phase I Fire Service Recall as required by ASME A17.1/CSA B44, Section 2.27 must be as follows:

INSTALLATION NO. 1 - BAY 15 ELEVATOR:

PH Floor No. Elevation Door Opens Notes

SECTION 14 21 00.10 28 Page 5

INSTALLATION NO. 1 - BAY 15 ELEVATOR:

10 185.00 South Intake Deck (Designated Exit) 9 170.25 South Fish Viewing Lobby Deck 8 157.50 South Circuit Breaker Gallery 7 142.50 South Control Cable Gallery 6 129.50 South Powerhouse Viewing Balcony 5 111.50 South Visitor Lobby (Alternate Exit) Machine Rm. 111.50 N/A

1.3 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.

ASME INTERNATIONAL (ASME)

ASME A17.1/CSA B44 (2013) Safety Code for Elevators and Escalators

ASME A17.2 (2015) 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

ASTM INTERNATIONAL (ASTM)

ASTM A1008/A1008M (2012) Standard Specification for Steel, Sheet, Cold-Rolled, Carbon, Structural, High-Strength Low-Alloy and High-Strength Low-Alloy with Improved Formability, Solution Hardened, and Bake Hardened

ASTM A1011/A1011M (2012) Standard Specification for Steel, Sheet, and Strip, Hot-Rolled, Carbon, Structural, High-Strength Low-Alloy and High-Strength Low-Alloy with Improved Formability and Ultra-High Strength

ASTM A176 (1999; R 2009) Standard Specification for Stainless and Heat-Resisting Chromium Steel Plate, Sheet, and Strip

ASTM A568/A568M (2011b) Standard Specifications for Steel, Sheet, Carbon, Structural, and High-Strength, Low-Alloy, Hot-Rolled and Cold-Rolled, General Requirements for

ASTM A666 (2010) Standard Specification for Annealed or Cold-Worked Austenitic Stainless Steel Sheet, Strip, Plate and Flat Bar

ASTM B3 (2001; R 2007) Standard Specification for Soft or Annealed Copper Wire

SECTION 14 21 00.10 28 Page 6

ASTM B174 (2010) Standard Specification for Bunch-Stranded Copper Conductors for Electrical Conductors

ASTM C881/C881M (2010) Standard Specification for Epoxy-Resin-Base Bonding Systems for Concrete

ASTM E84 (2012a) Standard Test Method for Surface Burning Characteristics of Building Materials

CANADIAN STANDARDS ASSOCIATION (CSA)

CSA C22.2 NO 141-02 (2002) Unit Equipment for Emergency Lighting

INTERNATIONAL CODE COUNCIL (ICC)

ICC IBC (2009; Errata First Printing) International Building Code

ICC EVALUATION SERVICE, INC. (ICC-ES)

ICC-ES-AC308 (2009) Acceptance Criteria for Post-Installed Adhesive Anchors in Concrete Elements

INSTITUTE OF ELECTRICAL AND ELECTRONICS ENGINEERS (IEEE)

IEEE C62.11 (2005; Amd 1 2008) Standard for Metal-Oxide Surge Arresters for Alternating Current Power Circuits (>1kV)

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

IEEE C62.45 (2002; R 2008) Recommended Practice on Surge Testing for Equipment Connected to Low-Voltage (1000v and less)AC Power Circuits

NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION (NEMA)

NEMA MG 1 (2011) Motors and Generators

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

NFPA 70 (2011; Errata 2 2012) National Electrical Code

NFPA 79 (2012) Electrical Standard for Industrial Machinery

UNDERWRITERS LABORATORIES (UL)

UL 62 (2010; Rev thru Oct 2010) UL Standard for

SECTION 14 21 00.10 28 Page 7

Safety Flexible Cords and Cables

UL 1449 (2006; Reprint Jul 2012) Surge Protective Devices

UL 1581 (2001; Reprint Jan 2013) Electrical Wires, Cables, and Flexible Cords

UL VW-1 Flammability Test Requirements Chart

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

29 CFR 1910.27 Fixed Ladders

1.4 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. Submit the following in accordance with Section 01 33 00, SUBMITTAL PROCEDURES:

SD-02 Shop Drawings

Bay 15 Elevator Shop Drawings; G

Elevator Directory Signs; G

Include sign elevations with the elevator installation shop drawings. Clearly display sign dimensions, text and numerical displays, font styles linework and all other pertinent sign data on each elevation.

New Enclosures; G

Hoistway Doors; G

SD-03 Product Data

Submit a complete list of equipment and material, including illustrations, schedules, manufacturer's descriptive data and technical literature, performance charts, catalog cuts, installation instructions, brochures, diagrams, maintenance requirements and procedures and other information required for fabrication and installation of the equipment. Include a complete list of elevator and associated elevator equipment parts and supplies with current unit prices and source of supply. Provide product data for the following components of the elevator installation:

Maintenance and Diagnostic Tools; G

Elevator Key Switches; G

SECTION 14 21 00.10 28 Page 8

Nameplates

Special Tools

Hoisting Machines (Geared); G

Hoisting Ropes, Wedge Sockets and Shackle Rods; G

Sheaves; G

Hoist Motors (Geared); G

Brake Assemblies; G

Solid-State Motor-Controllers; G

Regenerative Drive; G

Controller Monitoring/Programming System and Cabinet; G

Licensed CD Copy of the Manufacturer's MS-Windows Based Programming Application Software; G

Remote Annunciation for Elevator Alarms ; G

Traveling Cable; G

Compensation Chain; G

Overspeed Governors; G

Elevator Car Safeties; G

Rope Brakes; G

Oil Buffers; G

Elevator Car and Counterweight Roller Guides; G

Elevator Cars; G

Car Operating Panels, Signal Fixtures and Emergency Lighting; G

Firefighter's Elevator Key Box; G

Special Operational Features for Elevator Cars; G

Door Operators; G

Door Reversing Edge (Infrared Curtain); G

Car and Counterweight Guiderail Bracket Concrete Shaft Wall Anchorage; G

Pit Ladder; G

Door Hangers and Housing for Sliding Hoistway Doors; G

Door Rollers for Sliding Hoistway Doors; G

SECTION 14 21 00.10 28 Page 9

Roller Hanger Track for Sliding Hoistway Doors; G

Raised and Braille Characters; G

Phase I Firefighters' Operating Instructions; G

Hall Call Stations; G

Fire Service Switch; G

Hoistway Access/Inspection Switches; G

Emergency Communications Equipment (Telephone); G

Telephone Handset; G

Seismic Switch; G

Framed Instructions

SD-04 Samples

Elevator Directory Signs; G

Submit a minimum 3- by 3-inch sample fabricated in the specified directory sign construction and displaying at least one engraved line, two engraved numerals, and two engraved text characters (one in lower case and one in upper case). At the Contractor's option, a completed directory sign may be submitted as a sample which, if approved, will be returned to the Contractor for final installation.

SD-05 Design Data

Structural Calculations for the Bay 15 Elevator; G

SD-06 Test Reports

Inspection and Testing; G

Submit results from tests as specified herein that are required during the course of the elevator installation. Submit results in report booklet form and show all field tests performed to adjust elevator components and all field tests performed to prove compliance with the specified performance criteria. All tests must be witnessed and certified by an independent elevator inspector as specified herein.

Results Of Equivalency Evaluation; G

Submit a report documenting and describing the equivalency of the existing elevator hoistway door frame assemblies for meeting a 1-1/2 hour fire rating.

SD-07 Certificates

Manufacturer Certification; G

SECTION 14 21 00.10 28 Page 10

Installer Qualifications; G

Proof of Current and Valid Elevator Installer License (Oregon or Washington); G

Non-Proprietary Equipment; G

Submit a letter indicating the use of "non-proprietary" equipment for review and approval as required.

Qualifications Of The Fire Testing Laboratory; G

Provide national certification and a signed letter from the testing laboratory citing the qualifications and experience it has for testing and rating fire door assemblies.

SD-10 Operation and Maintenance Data

Provide all pertinent operations and maintenance data for the Bay 15 Elevator; G

Provide notification of and the course outline for System Operator Training; G

Provide a Schedule For Routine Inspection and Maintenance During The One-Year Warranty Period; G

1.5 LONG LEAD TIME EQUIPMENT

Within 30 calendar days following receipt of Notice to Proceed, submit data for elevator equipment that requires long lead-times for ordering. Long lead-time is defined as requiring over 10 weeks from date of ordering to receipt of shipment at the job site. Long lead-time equipment may include, but is not limited to, elevator hoist equipment, solid state motor controller, elevator car walls and ceiling, custom elevator car operating panel, and custom hall callstations.

1.6 CERTIFICATIONS AND CONTRACTOR QUALIFICATIONS

1.6.1 Manufacturer Certification

Submit proof in the form of a certificate that the elevator installer is approved by the manufacturer of the elevator system to install the system as specified herein. Provide a certificate directly from the elevator manufacturer complete with the name and a contact phone number of the company representative who prepared the certificate.

1.6.2 Installer Qualifications

Submit proof that the elevator installer has at least five years of experience installing, supervising, and testing elevators of the type and rating specified. Provide licensed elevator mechanics on staff and have at least one licensed elevator mechanic on site at all times work is taking place on the elevator installations. Submit Proof of Current and Valid Elevator Installer License (Oregon or Washington). Elevator mechanics must hold either an Elevator Journeyman, Limited (E) license issued by the State of Oregon in accordance with the Building Code Division (BCD) requirements or an Elevator Mechanics License issued by the State of Washington as outlined in WAC 296-96-00906 and WAC 296-96-00910. Licenses from Oregon or

SECTION 14 21 00.10 28 Page 11

Washington must be valid and current. Submit proof of current elevator licenses as part of the installer qualifications. Provide the names of at least three different jobs completed in the last five years that are of a similar type and scope to the specified work. On the list of former jobs, include the names, addresses and contact phone numbers for each client who received the services.

1.6.3 Certificates: Welders' Requirements

Submit certification for welders as specified in Section 05 50 00.10 28, METAL: MISCELLANEOUS AND FABRICATIONS.

1.7 SHOP DRAWINGS

a. Submit Bay 15 Elevator shop drawings for review. On the shop drawings, include dimensioned layouts, in plan, elevation, and section, showing the arrangement of new equipment required to be installed in the elevator machine rooms. Show anchorage of new equipment and critical dimensions for code-required clearances for maintenance and operation of the equipment. Provide details on hoistway doors modifications, hall call stations, controllers, motors, and points of interface with the fire alarm smoke detection system and HVAC or exhaust systems. Also provide new elevator car interiors on the shop drawings and include wall elevations showing finishes and handrails, location of car operating panels, in-car position indicators, and car riding lanterns. Show any revised building electrical systems required to make the supplied elevator system function as specified.

b. For electrical equipment, provide shop drawings from the equipment manufacturers or shop drawings produced by the Contractor for the electrical equipment. Include the following information on electrical equipment shop drawings:

(1) Schematic diagrams showing all control components, devices and equipment with necessary wire connections with wire numbers for a fully functional control system and must demonstrate sequence of operation and function of system devices.

(2) Wiring diagrams showing physical arrangement of all components, devices and equipment within cabinets and enclosures with terminals and wire routing to connect a fully functional control system.

(3) Connection diagrams showing all control cabinets, enclosures, boxes and external devices with terminals and the necessary wires with numbering to connect a fully functional control system.

(4) Appropriate sizing of electrical protective devices.

c. Do not install new elevator equipment and systems until all shop drawings have been approved.

1.8 STRUCTURAL CALCULATIONS

Structural Calculations for the Bay 15 Elevator must be submitted and approved before beginning the elevator installation work. Calculations must include, but not be limited to: reactions on the existing hoisting machine beams and the adequacy of the existing hoisting beams to carry the design load of reconstructed elevator cars; loadings on existing car and

SECTION 14 21 00.10 28 Page 12 counterweight rails and the brackets supporting the rails, including the adequacy of the rails and their attachment to resist loads imposed by new car configurations; structural adequacy of the existing car sling and platform; and seismic loadings imposed on the hoisting beams, the existing hoisting machine platform, the car and counterweight rails and floor anchorages of elevator hoist machines and controllers. Prepare seismic calculations for each elevator installation in compliance with ASME A17.1/CSA B44, Section 8.4, ASCE 7-10, IBC 2012 utilizing criteria for Site Class B with latitude and longitude (45.615, -121.138) respectively.

All calculations must be performed by and certified by a licensed structural engineer registered in any state, and the cover sheet of the calculations must bear the original stamp and signature of the engineer.

Structural engineer must have at least five years of experience in performing structural calculations for new elevator installations or elevator upgrades in accordance with the provisions of ASME A17.1/CSA B44.

Do not fabricate materials nor perform construction until approved by the Contracting Officer.

1.9 SMOKE ALARM SYSTEM

Smoke alarm system requirements are located in Section 28 31 74.10 28, INTERIOR FIRE DETECTION AND ALARM SYSTEM.

1.10 INDEPENDENT ELEVATOR INSPECTOR

An independent elevator inspector will be furnished by the Government and will inspect the installation of each elevator required by this Contract to assure that each installation conforms to all Contract requirements. The inspector will witness the acceptance inspections and tests, will approve all results and will sign and certify the successful results. Coordinate with the Contracting Officer (CO) to ensure attendance by the inspector at necessary times during the installation and provide the CO not less than 14 calendar days advance notice of the need for inspector services. Verify that all critical installations that must be witnessed by the inspector are fully completed and ready for inspection. After completion of the acceptance inspections and tests, the inspector will certify in writing to the Government that the installation is in accordance with the Contract requirements. The Government will not provide final acceptance of the elevator for beneficial occupancy until all non-compliance found by the independent inspector is remedied.

1.11 DELIVERY AND STORAGE

Store all delivered elevator material and equipment such that it is protected from the weather, excessive humidity and excessive temperature variations, dirt and contaminants. Coordinate use of space within the Powerhouse to store material and equipment with the CO.

1.12 FIELD MEASUREMENTS

Become familiar with all details of the work, verify all dimensions in the field and advise the CO of any discrepancy before performing any work.

1.13 MAINTENANCE TOOLS AND OPERATIONAL KEYS

1.13.1 Maintenance and Diagnostic Tools

Provide all special tools and software necessary to service and maintain each elevator; deliver at time of final acceptance. Provide one of each

SECTION 14 21 00.10 28 Page 13 tool. Provide solid state or microprocessor diagnostic tools unavailable on the open market. Include necessary diagnostic software in cases where the solid state or microprocessor diagnostic tools are available on the open market.

1.13.2 Elevator Key Switches

Provide special operation key switches as required to operate elevator car inspection and fire service functions as specified herein. Provide 10 copies of each type of key required and provide brass or fiberglass tags marked "PROPERTY OF THE U.S. GOVERNMENT" on one side of each key with function of key or ASME A17.1/CSA B44 code number on the other side.

1.14 WARRANTY

Provide warranty service for the elevator for a period of 12 months (one year) after date of acceptance by the CO. Perform Warranty service only by manufacturer certified and state licensed elevator mechanics. Follow the elevator equipment manufacturer's requirements for routine maintenance, servicing, adjusting, and repair as necessary to keep the elevator in proper operating condition pursuant to maintaining full warranty condition. Provide testing and adjustments in accordance with the applicable provisions of ASME A17.1/CSA B44 and ASME A17.2 and conduct the testing at minimum at 3-month intervals during the 1-year warranty period.

Provide emergency callback service that is available 24 hours a day, seven days per week, with an initial telephone response time of one hour and a response time of four hours for a mechanic to the site. Also provide inspections and repairs as required to maintain fire service operation through the warranty period. After each servicing visit, document all inspection, testing, and certification of successful operation. Prior to the end of the one year warranty period, readjust the elevator hoisting cable tension as required to meet elevator operational and performance requirements.

1.15 SCHEDULE FOR ROUTINE INSPECTION AND MAINTENANCE DURING THE ONE-YEAR

WARRANTY PERIOD

Submit a schedule for elevator warranty servicing visits. Provide the names and contact information for elevator mechanics who will perform the servicing visits. Ensure all elevator mechanics performing service have received the required safety and security training and have current and valid security clearances to work in the powerhouse.

PART 2 PRODUCTS

2.1 ELEVATOR DESIGN CRITERIA:

Installation No. 1 - Bay 15 Elevator (1-car). Provide elevator installation in accordance with the following criteria:

a. Hoist Type: Geared

b. Rated load: 1,000 lb. (original load rating = 1,000 lb.)

c. Rated Speed: 250 fpm (original design speed = 200 fpm))

d. Travel Distance (length): 73.5 ft.

e. Number of Stops: 6

SECTION 14 21 00.10 28 Page 14

f. Number of Hoistway Openings: 6 Front(south)

g. Car Inside Dimensions: 4 ft. 8-1/2 in. wide, 2 ft. 11-1/2 in. deep, and 8 ft. 0 in. high

h. Car Door Opening: 3 ft. 0 in. wide and 7 ft. 0 in. high

i. Car Door Types: Two-speed side slide, horizontal sliding.

2.2 FIRE SERVICE OPERATION

2.2.1 Firefighters' Service

Provide all special fire service operations and control systems, signage and instructions in accordance with ASME A17.1/CSA B44, Section 2.27.

2.2.2 Smoke Detectors

Smoke detectors must be provided at each elevator landing, each elevator hoistway and each elevator machine room as indicated on the electrical drawings. Smoke detectors, detector supervisory and control panels and wiring associated with the smoke detectors must be as specified in Section 28 31 74.10 28, INTERIOR FIRE DETECTION AND ALARM SYSTEM. Provide connections directly to elevator controls which will, when smoke is detected by any smoke detector, actuate Firefighters' Service and send each elevator to the correct floor as required by ASME A17.1/CSA B44.

2.3 GENERAL EQUIPMENT REQUIREMENTS

2.3.1 Standard Products

Material and equipment must be the standard products of manufacturers regularly engaged in the fabrication of elevators and/or elevator parts, and must essentially duplicate items which have been in satisfactory use for at least two years prior to bid opening. All new elevator equipment including electrical controls must be tested and certified in accordance with ASME A17.1/CSA B44.

2.3.2 Nameplates

The elevator hoist machine, hoist motor, governor, and the elevator controller must have secured metal nameplates containing the manufacturer's name, address, type or style, model or serial number, catalog number, and electrical and mechanical characteristics of the equipment.

2.3.3 Special Tools

One set of special tools, calibration devices, and instruments required for operation, calibration, and maintenance of each elevator must be provided as recommended by the manufacturer.

2.3.4 Electrical Work

Changes to the electrical distribution system required for coordination with elevator equipment must be performed and coordinated by the Contractor, at Contractor's expense. Electrical service for elevator machines must be 480 volt, 60-Hertz, 3-phase, 3-wire DELTA alternating

SECTION 14 21 00.10 28 Page 15 current. The elevator machine feeder for each elevator must have a lockable circuit breaker disconnect switch located in the elevator machine room, and must terminate at the control panel for that elevator.

Electrical work must conform to requirements in Section 26 00 00.10 28, BASIC ELECTRICAL MATERIALS AND METHODS. A telephone junction box and an elevator car lighting junction box must be provided adjacent to the controller. A lockable circuit breaker disconnect switch that will shutoff power to the elevator car lighting must be provided in the elevator machine room.

2.3.5 Use of Asbestos Products

Materials and products required for manufacturing and installing elevators must not contain asbestos.

2.4 MISCELLANEOUS MATERIALS

2.4.1 Materials for Car Modifications

Materials for the replacement of the existing elevator car must meet flame spread rating 0 to 75 and smoke development 0 to 450 as tested in accordance with requirements of ASTM E84 and as established by ASME A17.1/CSA B44, Section 2.14.2.1.

2.4.2 Structural Steel

Structural steel must be hot-rolled commercial quality carbon steel, pickled, oiled, complying with ASTM A1011/A1011M and ASTM A568/A568M.

2.4.3 Cold-Rolled Sheet Steel

Sheet steel must be cold-rolled commercial quality low-carbon steel, Class 1, exposed matte finish, oiled, complying with ASTM A1008/A1008M and

ASTM A568/A568M.

2.4.4 Stainless Steel

Except as noted otherwise, stainless steel must be ASTM A176 Type 304, austenitic, corrosion-resistant with grain of belting in direction of longest dimension. Surfaces must be smooth and without waves and must be in compliance with ASTM A666 and ASTM A568/A568M. Surface finish must be as specified herein.

2.5 ELEVATOR MACHINE

2.5.1 Hoisting Machines (Geared)

The hoisting machine must be a "basement-set" type designed for an adjacent machine room. The machine must be worm-geared traction type with motor, brake, worm gearing, traction sheave, and bearings mounted on common bed plate. Worm must be of steel and integral with the worm shaft and must be provided with a ball-thrust bearing with self-alignment blocks or preloaded thrust bearing designed to take the end thrust of the worm in both directions. Main gear must be hobbed from a bronze rim accurately fitted and bolted to gear spider. Gears must be fitted to minimize the noise, vibration and wear. Roller bearings must be complete with drive sheave shaft and provisions for lubrication. Design and construction of equipment and parts subject to wear must be completely repairable and replaceable.

SECTION 14 21 00.10 28 Page 16

2.5.2 Optional "Gearless" Hoist Machine

At the Contractor's option, a gearless hoisting machine utilizing alternating current for variable frequency control may be used in lieu of the geared hoisting machine and motor. Each gearless hoist machine must comply with the speed and lifting capacity specified above for the geared hoist machines. Each gearless machine must also be provided with a 1:1 roping ratio and must come complete with a traction sheave, brake assembly, and encoder. If chosen, gearless AC machines must be provided with the following features:

a. AC synchronous permanent magnet design

b. Completely enclosed, self-cooling motor

c. Electronically activated double-action brake solenoid

d. Brushless motor design

e. Sub base with secondary sheave options

f. CSA listed

g. Re-greasable bearings.

2.5.3 Hoisting Ropes, Wedge Sockets and Shackle Rods

New hoisting ropes must be provided for the elevator car and counterweight assembly and must be the independent wire-rope type, 8 strands, regular lay, right-hand with 19 wires per strand. Hoisting ropes must have a sealed construction utilizing bright wire and sisal natural fiber cores. Ropes must be pre-lubricated, and have remaining elongation, in accordance with DIN 51201, limited to a maximum 0.5 percent of the rope length. Elastic elongation of rope must not exceed 10 percent of it's minimum breaking load, equating to approximately 0.139 - 0.148 percent of the rope length. Hoisting rope must be of a diameter and strength as determined by calculation methodologies and tables contained in ASME A17.1/CSA B44, Section 2.20. Rope connections to elevator cars and counterweight assemblies must be by means of wedge rope sockets and threaded shackle rods. The hoisting wire rope must be installed in the wedge sockets in accordance with ASME A17.1/CSA B44, Section 2.20.9.5.

Wedge socket and shackle rods must be fabricated and tested in accordance with ASME A17.1/CSA B44, Section 2.20.9.5. Hoisting ropes must be secured to the hoist drum so that no less than two wraps of rope remain at each anchorage of hoist drum at extreme low position.

2.5.4 Sheaves

Drive sheaves must be steel or semi-steel finished with grooves to receive hoist ropes and must give maximum traction and minimum wear. Deflector and overhead sheaves, suitable sheet metal guards with required service openings, sheave beams and supports must be provided as required.

2.5.5 Hoist Motors (Geared)

Hoisting motors must be geared-type, alternating current for variable frequency control with Class F insulation, designed for elevator service to develop the required high-starting torque with low-starting current in accordance with NEMA MG 1, Part 18. Motors must be inverted duty rated and

SECTION 14 21 00.10 28 Page 17 designed to meet requirements of elevator service and be capable of starting cold and carrying the full-rated load in car for a 1-hour period of continuous UP and DOWN runs, stopping at all floors and standing not more than 10 seconds at each floor without overheating. Speed regulation of elevator cars with full-rated loads must not exceed plus or minus 5-percent of average on a round trip.

2.5.6 Armatures

Armature must be electrically balanced and the armature and brake drum must be mechanically balanced as a unit. Field coils must be spool or form wound. Windings in both armature and field must permit easy removal.

2.5.7 Commutators

Commutator and brushes must be of sufficient size, area and design to perform under full-load with sparks barely visible and without overheating. Brushes must have individual tension adjustment with provisions for adjusting and positively locking the brush holder in place as a unit.

2.5.8 Brake Assemblies

Brake must be spring-applied, electrically released and designed for automatic application in the event of interruption of power supply. Brake drum must have a wearing surface and edge of flange turned smooth and wearing surface must run within a maximum variation of 0.005-inch. Brake shoes must be lined with a fireproof friction material shaped to shoes so that the drum will run free with normal clearance. Brake springs must be helical and operated in compression and must apply the brake when released by the magnet. Brake magnet must be designed to release quickly. The brake application must be automatically controlled by magnetic retardation to obtain noiseless, smooth and gradual stops under all loading conditions. Release magnet coil circuit must be opened by the various safety devices, power failure, failure of equipment to function in the proper manner for safe operation of car, and upon normal stopping of the car.

2.5.9 Bed Plates

Bed plates must be cast iron or steel in one piece with stiffening ribs to accurately maintain alignment of parts or be heavy rigid structural steel shapes securely welded together. Pads accurately planed or milled must be provided as seats for parts secured to bed plate.

2.6 ELEVATOR CONTROLLERS (FOR VARIABLE FREQUENCY DRIVE MOTORS)

An elevator controller must be provided for the elevator.

2.6.1 Performance

Control system must govern the starting, stopping and direction of travel of elevator and provide the operation specified. Control must be accomplished by a variable frequency motor control for the elevator.

Control equipment must be of type suitable for motors and type of operation specified to provide smooth acceleration from stop to full speed, deceleration and landing stops under any load condition from no load to full-rated load. Maximum time from start of car motion to floor level at the next floor for geared machines must yield the each elevator's rated

SECTION 14 21 00.10 28 Page 18 speed. Time from door close to start of car motion must not exceed

0.7 second with a balanced load. The door cycle time must limit the maximum premature door opening to 3 inches from the floor.

2.6.2 Controllers

2.6.2.1 General

2.6.2.2 Non-Proprietary Equipment

The elevator controller system must consist of only non-proprietary components. The controller must not require any proprietary tools, accessories, calibration devices, instrument or software in order to provide operation, maintenance and upgrade to the elevator.

2.6.3 Solid-State Motor-Controllers

A solid-state motor-control unit must be provided for the elevator, with electrical characteristics suitable to the available distribution system.

The system must consist of necessary 3-phase, full-wave bridge rectifiers or other devices and must be full regenerative. A Transient Voltage Surge Suppressor (TVSS) device must be provided to protect the solid-state motor-control unit and other electronic equipment in the facility.

Solid-state control unit must have the capacity to handle peak currents and must contain a balanced and coordinated fault-protection system to protect the unit as follows:

a. Failure under short circuit conditions for complete power circuits (specifically the power semi-conductors).

b. Faults arising from partial grounds, partial shorts in motor armature, or in power unit.

c. Sustained overloads for drive motors using a solid-state overload circuit.

d. Instantaneous peak overload for motor and power units.

e. Phase sequence to ensure incoming line is phased properly.

f. Instantaneous overcurrent.

g. Low power line voltage (less than 75 percent of nominal).

h. Blown AC input fuses and blown DC converter output fuses.

i. Excessive converter output voltage and excessive open-circuit voltage, and heat dissipation device.

j. The TVSS device used to protect the solid-state motor-control unit must be listed by UL 1449 and tested by manufacturer to meet requirements of IEEE C62.11, IEEE C62.41 and IEEE C62.45 Categories A, B, and C. The system must be connected in parallel with the protected system; series-connected elements which could constitute a single-point failure must not be used. The protection modes for the TVSS device must have as a minimum line-to-ground, neutral-to-ground, line-to-neutral, and Delta Systems line-to-line. The TVSS surge current capacity, based on an 8 by 20 micro-second waveform, must be a minimum of 75,000 amps per phase. The maximum UL 1449 clamping voltage for each protection

SECTION 14 21 00.10 28 Page 19 mode must not exceed 800 volts for 208, 240, and 277/480 volt systems.

The TVSS system must provide a joule rating that meets or exceeds the requirements of IEEE C62.41 Category C delivery capability. The TVSS system must provide a noise-attenuation of 40 db for electrical line noise. The TVSS system must be a symmetrically balanced metal oxide varistor (MOV) array system, constructed with surge current diversion modules each capable of withstanding 25 KVA surge current based on standard 8 x 20 micro-second waveform. Each module must be capable of withstanding over 1000 pulses of 10,000 amps in accordance with IEEE C62.41 Category C surge current without degradation of clamping voltage. The module must consist of multiple gapless metal oxide varistor individually fused. Gas tubes or silicon avalanche must not be used. When module performance is degraded, as if one or more fuses or varistors have failed, a light emitting diode (LED) indicator must indicate a failed module.

k. Occurrence of any of the above fault conditions must result in the immediate removal of the drive's run command, the clamping of the internal current regulator, the opening of armature loop, and an emergency dynamic brake stop. Drive system must also notify the car controller of shutdown via a drive status signal. Car controller must respond to continuous-drive reset pulses which must reset the drive as soon as fault condition clears, if it is not a hard failure such as blow fuse, and must return elevator to service. The DC direct-drive system must be designed to include input impedance to filter out electro-mechanical noise on SCR drive system.

2.6.4 Regenerative Drive

Provide a regenerative drive peripheral to the elevator controller. The regenerative drive must return energy generated by the AC motor during elevator car braking to the AC power supply line. The regenerative system must operate at a fixed frequency, be synchronized to the AC line and have a variable voltage which is higher than the AC line. In the regenerative mode, excess DC voltage must be inverted, filtered into AC voltage and synchronously returned to the AC line.

2.6.5 Controller Monitoring/Programming System and Cabinet

a. Provide a PC-based monitoring and programming system in a cabinet for the elevator controller. Monitoring must include elevator status, car location and travel direction, operating mode, door operating indication, dispatching ETAs and security status. The system must include being capable of remotely registering car and hall calls and of configuring hall call and car call restrictions in support of Powerhouse security. The system must be capable of implementing security overrides if required. The system components must consist of a stand-alone MS-Windows based, 32-bit RISC based Power PC CPU, an LCD display screen, keyboard and mouse, and a closable steel cabinet with hinged door with lexan or glass panel that enables viewing the display screen. The cabinet must have rollers to facilitate moving it within the elevator machine room.

Note: At the Contractor's option, a laptop computer may be provided as a substitute for a PC tower. If a laptop computer interface is provided, the Contractor does not need to supply the computer cabinet, but instead must provide a wall-mounted steel desk with drawer similar to McMaster-Carr Item No. 4808T18.

SECTION 14 21 00.10 28 Page 20

b. Provide the MS-Windows based programming application software for programming the elevator controller. A client/server based report collection and generation application must also be available with the monitoring system and must provide, at a minimum, hall call performance, hall call analysis, traffic analysis, hall call log, event log, emergency log, maintenance log and percent in service reports.

c. Provide a licensed CD copy of the manufacturer's MS-Windows based programming application software and a copy CD of the site specific elevator controller program to the COR.

2.6.6 Remote Annunciation for Elevator Alarms

a. Provide remote elevator monitoring at the PC/MS Windows computer in the Station Service Control Room from the machine room elevator controller as indicated. See Section 26 00 00.10 28, Basic Electrical Materials and Methods for component specifications. From the elevator controller in the machine room to the Control Room elevator monitor PC, provide the remote monitoring system:

(1) Cat 6A Ethernet cable from elevator controller (or programming/monitoring PC laptop) to an Ethernet to Fiber Optic (FO) converter switch.

(2) Ethernet-FO converter switch.

(3) Fiber optic cable from machine room to existing FO-Ethernet switch in cabinet below Control Room at EL. 142.5.

b. On PC/MS Windows computer in the Station Service Control Room provide the four audible "ALARM TONES", the display of the "ALARM CONDITIONS" grouped as listed in the "Annunciation Alarm" as indicated in the "ELEVATOR ALARM MATRIX Annunciation, TABLE: ALARM MATRIX" on sheet E-703.

c. Provide, install, and program remote monitoring software to display the information shown on the "ELEVATOR ALARM MATRIX Annunciation" "TABLE:…