W912DW-17-B-0001-R0006.pdf

W68MD960336658

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

W912DW-17-B-0001 Libby Dam Pow erhouse Emergency Lighting, Libby, Montana

(see continuation page)

1. CONTRACT ID CODE PAGE OF PAGES

1 2

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

16C. DATE SIGNED

BY 19-Dec-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 W912DW-17-B-0001

X 9B. DATED (SEE ITEM 11)

16-Nov-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

19-Dec-2016

CODE

USA ENGINEER DISTRICT, SEATTLE

ATTN: CECT-NWS

4735 EAST MARGINAL WAY SOUTH, BLDG. 1202

SEATTLE WA 98134-2388

W912DW 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W912DW-17-B-0001

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

The following items are applicable to this modification:

CONTINUATION PAGE

1. This amendment six (0006) provides for the following:

a. Revised spec sections.

b. Revised drawings

2. The date and time of bid opening at 4 Jan 2017 at 10:00:00 AM local time remains the same.

3. The attached revised sections/drawings are to be replaced in their entirety. Specifications changes are generally identified, for convenience, either by strikeout for deletions, and double underlining of text for additions or a single dark line in the margin. All portions of the revised sections shall apply whether or not changes have been indicated.

4. NOTICE TO BIDDERS: Bidders must acknowledge receipt of this amendment by number and date on bid.

Please mark outside of envelope in which your bid is enclosed to show amendment received.

Encl:

Section 08 71 00 (revised) Section 14 21 23 (revised) A-009LSP (revised) A-107PP (revised) A-403EP3 (revised) A-601SCH1 (revised) E-407EP4R (revised) E-414EP4R (revised) E-421EP4R (revised) E-505D4R (revised) E-601D4R (revised) E-602P4R (revised)

SUMMARY OF CHANGES

(End of Summary of Changes)

FY16 Libby Dam Emergency Lighting 15003 Libby, MT W912DW-17-B-0001

SECTION TABLE OF CONTENTS

DIVISION 08 - OPENINGS

SECTION 08 71 00

DOOR HARDWARE

08/08

PART 1 GENERAL

1.1 REFERENCES

1.2 SUBMITTALS

1.3 HARDWARE SCHEDULE

1.4 KEY BITTING CHART REQUIREMENTS

1.5 QUALITY ASSURANCE

1.5.1 Hardware Manufacturers and Modifications

1.5.2 Key Shop Drawings Coordination Meeting

1.6 DELIVERY, STORAGE, AND HANDLING

PART 2 PRODUCTS

2.1 TEMPLATE HARDWARE

2.2 HARDWARE FOR FIRE DOORS AND EXIT DOORS

2.3 HARDWARE ITEMS

2.3.1 Hinges

2.3.2 Locks and Latches

2.3.2.1 Mortise Locks and Latches

2.3.3 Cylinders and Cores

2.3.4 Keying System

2.3.5 Lock Trim

2.3.5.1 Lever Handles

2.3.6 Keys

2.3.7 Door Bolts

2.3.8 Closers

2.3.8.1 Identification Marking

2.3.9 Door Protection Plates

2.3.9.1 Sizes of Armor and Kick Plates

2.3.10 Door Stops and Silencers

2.3.11 Weather Stripping Gasketing

2.3.11.1 Extruded Aluminum Retainers

2.3.12 Special Tools

2.4 FASTENERS

2.5 FINISHES

PART 3 EXECUTION

3.1 INSTALLATION

3.1.1 Weather Stripping Installation

3.1.2 Threshold Installation

3.2 FIRE DOORS AND EXIT DOORS

3.3 HARDWARE LOCATIONS

3.4 FIELD QUALITY CONTROL

3.5 HARDWARE SETS

SECTION 08 71 00 Page 1 R0006

-- End of Section Table of Contents --

SECTION 08 71 00 Page 2 R0006

SECTION 08 71 00

DOOR HARDWARE

08/08

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 in the text by the basic designation only.

ASTM INTERNATIONAL (ASTM)

ASTM E283 (2004; R 2012) Determining the Rate of Air Leakage Through Exterior Windows, Curtain Walls, and Doors Under Specified Pressure Differences Across the Specimen

BUILDERS HARDWARE MANUFACTURERS ASSOCIATION (BHMA)

ANSI/BHMA A156.1 (2013) Butts and Hinges

ANSI/BHMA A156.13 (2012) Mortise Locks & Latches Series 1000

ANSI/BHMA A156.16 (2013) Auxiliary Hardware

ANSI/BHMA A156.18 (2012) Materials and Finishes

ANSI/BHMA A156.3 (2014) Exit Devices

ANSI/BHMA A156.4 (2013) Door Controls - Closers

ANSI/BHMA A156.6 (2010) Architectural Door Trim

ANSI/BHMA A156.7 (2003; R 2009) Template Hinge Dimensions

BHMA A156.22 (2012) Door Gasketing and Edge Seal Systems

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

NFPA 101 (2015) Life Safety Code

NFPA 80 (2013) Standard for Fire Doors and Other Opening Protectives

STEEL DOOR INSTITUTE (SDI/DOOR)

SDI/DOOR A250.8 (2003; R2008) Recommended Specification for Standard Steel Doors and Frames

UNDERWRITERS LABORATORIES (UL)

UL Bld Mat Dir (2012) Building Materials Directory

SECTION 08 71 00 Page 3 R0006

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

SD-02 Shop Drawings

Hardware Schedule; G

Keying System

SD-03 Product Data

Hardware Items; G

SD-08 Manufacturer's Instructions

Installation Instructions

SD-10 Operation and Maintenance Data

Hardware Schedule items, Data Package 1; G

Submit data package in accordance with Section 01 78 23 OPERATION

AND MAINTENANCE DATA.

SD-11 Closeout Submittals

Key Bitting Charts

1.3 HARDWARE SCHEDULE

Prepare and submit hardware schedule in the following form:

Hardware Item

QuantitySize Reference Publi-cation Type No.

Finish Mfr Name and Catalog No.

Key Control Symbols

UL

Mark (If fire rated and listed

BHMA

Finish Desig-nation

1.4 KEY BITTING CHART REQUIREMENTS

Submit key bitting charts to the Contracting Officer prior to completion of the work. Include:

a. Complete listing of all keys (AA1, AA2, etc.).

b. Complete listing of all key cuts (AA1-123456, AA2-123458).

c. Tabulation showing which key fits which door.

d. Copy of floor plan showing doors and door numbers.

SECTION 08 71 00 Page 4 R0006

e. Listing of 20 percent more key cuts than are presently required in each master system.

1.5 QUALITY ASSURANCE

1.5.1 Hardware Manufacturers and Modifications

Provide, as far as feasible, locks, hinges, and closers of one lock, hinge, or closer manufacturer's make. Modify hardware as necessary to provide features indicated or specified.

1.5.2 Key Shop Drawings Coordination Meeting

Prior to the submission of the key shop drawing, the Contracting Officer, Contractor, Door Hardware subcontractor, using Activity and Base Locksmith shall meet to discuss key requirements for the facility.

1.6 DELIVERY, STORAGE, AND HANDLING

Deliver hardware in original individual containers, complete with necessary appurtenances including fasteners and instructions. Mark each individual container with item number as shown in hardware schedule. Deliver permanent keys to the Contracting Officer, either directly or by certified mail. Deliver construction master keys with the locks.

PART 2 PRODUCTS

2.1 TEMPLATE HARDWARE

Provide hardware to be applied to metal manufactured to template.

Promptly furnish template information or templates to door and frame manufacturers. Conform to ANSI/BHMA A156.7 for template hinges.

Coordinate hardware items to prevent interference with other hardware.

2.2 HARDWARE FOR FIRE DOORS AND EXIT DOORS

Provide all hardware necessary to meet the requirements of NFPA 80 for fire doors and NFPA 101 for exit doors, as well as to other requirements indicated, even if such hardware is not specifically mentioned under paragraph entitled "Hardware Schedule." Provide the label of Underwriters Laboratories, Inc. for such hardware listed in UL Bld Mat Dir or labeled and listed by another testing laboratory acceptable to the Contracting Officer.

2.3 HARDWARE ITEMS

Clearly and permanently mark with the manufacturer's name or trademark, hinges, pivots, locks, latches, exit devices, bolts and closers where the identifying mark will be visible after the item is installed. For closers with covers, the name or trademark may be beneath the cover.

2.3.1 Hinges

ANSI/BHMA A156.1, 4-1/2 by 4-1/2 inch unless otherwise indicated.

Construct loose pin hinges for exterior doors and reverse-bevel interior doors so that pins will be nonremovable when door is closed. Other antifriction bearing hinges may be provided in lieu of ball-bearing hinges.

SECTION 08 71 00 Page 5 R0006

2.3.2 Locks and Latches

2.3.2.1 Mortise Locks and Latches

ANSI/BHMA A156.13, Series 1000, Operational Grade 1, Security Grade 2.

Provide mortise locks with escutcheons not less than 7 by 2-1/4 inch with a bushing at least 1/4 inch long. Cut escutcheons to suit cylinders and provide trim items with straight, beveled, or smoothly rounded sides, corners, and edges. Install knobs and roses of mortise locks with screwless shanks and no exposed screws.

2.3.3 Cylinders and Cores

Provide cylinders for new locks, including locks provided under other sections of this specification. Provide fully compatible cylinders with products of the Best Lock Corporation with interchangeable cores which are removable by a special control key. Factory set the cores with seven pin tumblers using the A4 system and F keyway. Submit a core code sheet with the cores. Provide master keyed cores in one system for this project.

Provide construction interchangeable cores.

2.3.4 Keying System

Provide an extension of the existing "Best" keying system.

2.3.5 Lock Trim

Cast, forged, or heavy wrought construction and commercial plain design.

2.3.5.1 Lever Handles

Provide lever handles in lieu of knobs where indicated in paragraph entitled "Hardware Schedule". Conform to the minimum requirements of ANSI/BHMA A156.13 for mortise locks of lever handles for exit devices.

Provide lever handle locks with a breakaway feature (such as a weakened spindle or a shear key) to prevent irreparable damage to the lock when force in excess of that specified in ANSI/BHMA A156.13 is applied to the lever handle. Provide lever handles return to within 1/2 inch of the door face.

2.3.6 Keys

Furnish one file key, one duplicate key, and one working key for each key change. Furnish one additional working key for each lock of each keyed-alike group. Stamp each key with appropriate key control symbol and "U.S. property - Do not duplicate." Do not place room number on keys.

2.3.7 Door Bolts

ANSI/BHMA A156.16. Provide dustproof strikes for bottom bolts, except for doors having metal thresholds. Automatic latching flush bolts:

ANSI/BHMA A156.3, Type 25.

2.3.8 Closers

ANSI/BHMA A156.4, Series C02000, Grade 1, with PT 4C. Provide with brackets, arms, mounting devices, fasteners, and other features necessary for the particular application. Size closers in accordance with

SECTION 08 71 00 Page 6 R0006 manufacturer's recommendations, or provide multi-size closers, Sizes 1 through 6, and list sizes in the Hardware Schedule. Provide manufacturer's 10 year warranty. Do not use holder arms for fire-rated doors.

2.3.8.1 Identification Marking

Engrave each closer with manufacturer's name or trademark, date of manufacture, and manufacturer's size designation located to be visible after installation.

2.3.9 Door Protection Plates

ANSI/BHMA A156.6. Use kick plates for push sides of doors equipped with closers. Use 8 by 16 inch push plates where door design permits.

2.3.9.1 Sizes of Armor and Kick Plates

2 inch less than door width for single doors; one inch less than door width for pairs of doors. Provide 10 inch kick plates for flush doors .

Provide a minimum 36 inch armor plates for flush doors except 16 inch high armor plates on fire doors.

2.3.10 Door Stops and Silencers

ANSI/BHMA A156.16. Silencers Type L03011. Provide three silencers for each single door.

2.3.11 Weather Stripping Gasketing

BHMA A156.22. A set shall include head and jamb seals. Provide a set to include head and jamb seals. Air leakage of weather stripped doors not to exceed 1.25 cubic feet per minute of air per square foot of door area when tested in accordance with ASTM E283. Provide weather stripping with one of the following:

2.3.11.1 Extruded Aluminum Retainers

Extruded aluminum retainers not less than 0.050 inch wall thickness with vinyl, neoprene, silicone rubber, or polyurethane inserts. Provide clear (natural) anodized aluminum.

2.3.12 Special Tools

Provide special tools, such as spanner and socket wrenches and dogging keys, required to service and adjust hardware items.

2.4 FASTENERS

Provide fasteners of proper type, quality, size, quantity, and finish with hardware. Provide stainless steel or nonferrous metal fasteners that are exposed to weather. Provide fasteners of type necessary to accomplish a permanent installation.

2.5 FINISHES

ANSI/BHMA A156.18. Provide hardware in BHMA 630 finish (satin stainless steel), unless specified otherwise. Provide items not manufactured in stainless steel in BHMA 626 finish (satin chromium plated) over brass or bronze, except aluminum paint finish for surface door closers, and except

SECTION 08 71 00 Page 7 R0006

BHMA 652 finish (satin chromium plated) for steel hinges. . Match exposed parts of concealed closers to lock and door trim.

PART 3 EXECUTION

3.1 INSTALLATION

Install hardware in accordance with manufacturers' printed installation instructions. Fasten hardware to wood surfaces with full-threaded wood screws or sheet metal screws. Provide machine screws set in expansion shields for fastening hardware to solid concrete and masonry surfaces.

Provide toggle bolts where required for fastening to hollow core construction. Provide through bolts where necessary for satisfactory installation.

3.1.1 Weather Stripping Installation

Handle and install weather stripping to prevent damage. Provide full contact, weather-tight seals. Operate doors without binding.

3.1.2 Threshold Installation

Extend thresholds the full width of the opening and notch end for jamb stops. Set thresholds in a full bed of sealant and anchor to floor with cadmium-plated, countersunk, steel screws .

3.2 FIRE DOORS AND EXIT DOORS

Install hardware in accordance with NFPA 80 for fire doors, NFPA 101 for exit doors.

3.3 HARDWARE LOCATIONS

SDI/DOOR A250.8, unless indicated or specified otherwise.

a. Kick and Armor Plates: Both sides of single-acting doors.

3.4 FIELD QUALITY CONTROL

After installation, protect hardware from paint, stains, blemishes, and other damage until acceptance of work. Submit notice of testing 15 days before scheduled, so that testing can be witnessed by the Contracting Officer. Adjust hinges, locks, latches, bolts, holders, closers, and other items to operate properly. Demonstrate that permanent keys operate respective locks, and give keys to the Contracting Officer. Correct, repair, and finish, as directed, errors in cutting and fitting and damage to adjoining work.

3.5 HARDWARE SETS

SECTION 08 71 00 Page 8 R0006

SECTION 08 71 00 Page 9 R0006

Provide hardware for steel doors under this section. Deliver Hardware templates and hardware, except field-applied hardware to the steel door and frame manufacturer for use in fabricating the doors and frames.

Where possible, door hardware components are listed with ANSI/BHMA standard numbering and nomenclature. Indication of a specific manufacturer's product(s) by model name/number is only made for purposes of clarification of the design and the functional requirements of the item. Use of another manufacturer's products conforming to the specified characteristics of the product indicated is acceptable.

HWS-1 (Interior/Hollow Metal, 36" Wide) (90 Minute Fire Rated) Door No.: 2100A, 2100B, 2114A, 2131.5A, 2131.5J, 2131.5K, 2131.5L, 2131.5Q

Hinges: (1-1/2 pr.) 4.5 inch x 4.5 inch A2112 (NRP) (626) Latcset: (1) Best 45H7D3J626 Closer: (1) CO2021 Holder/Overhead: (1) C02511 (628) Armor plates: (2) J102 x 630 Seals: (3) as required by tested assembly Wall Stop: L02111

HWS-2 (Interior/Hollow Metal, Pair, 96" Wide) (90 Minute Fire Rated) Door No.: 2114B

Hinges: (4 pr.) 4.5 inch x 4.5 inch A5111 (626) Latchset: (1) Best 45H7D3J626 lever handle, (626) Dummy Trim: (1) Match lockset rose and lever (inactive leaf) Flush Bolts (2) L04081 at head and sill (630) (inactive leaf) Stop: (2) L02111 (628) 'T' Astragal(fire/smoke): A156.22 Closer: (2) CO2021 Holder/Overhead: (2) C02511 (628) Armor plates: (4) J102 x 630 Seals: (6) as required by tested assembly

HWS-3 (Interior/Hollow Metal, Pair, 72" Wide) (90 Minute Fire Rated) Door No.: 2131.5G, 2131.5H, 2131.5M, 2131.5R, 2131.5S

Hinges: (3 pr.) 4.5 inch x 4.5 inch A5111 (626) Latchset: (1) Best 45H7D3J626 lever handle, (626) Dummy Trim: (1) Match lockset rose and lever (inactive leaf) Flush Bolts (2) L04081 at head and sill (630) (inactive leaf) Stop: (2) L02111 (628) 'T' Astragal(fire/smoke): A156.22 Closer: (2) CO2021 Holder/Overhead: (2) C02511 (628) Armor plates: (4) J102 x 630 Seals: (6) as required by tested assembly

HWS-4 (Interior/Hollow Metal, 36" Wide) (90 Minute Fire Rated), Office Door No.: 2131.5N

Hinges: (1-1/2 pr.) 4.5 inch x 4.5 inch A2112 (NRP) (626) Lockset: (1) Best 45H7D3J626 (OFFICE FUNCTION) Closer: (1) CO2021

SECTION 08 71 00 Page 10 R0006

Holder/Overhead: (1) C02511 (628) Armor plates: (2) J102 x 630 Seals: (3) as required by tested assembly

HWS-5 (Interior/Hollow Metal, 36" Wide) (90 Minute Fire Rated), Break Room Door No.: 2131.5N

Hinges: (1-1/2 pr.) 4.5 inch x 4.5 inch A2112 (NRP) (626) Lockset: (1) Best 45H7D3J626 (classroom function) Closer: (1) CO2021 Holder/Overhead: (1) C02511 (628) Armor plates: (2) J102 x 630 Seals: (3) as required by tested assembly

HWS-6 (Interior/Hollow Metal, 36" Wide) (90 Minute Fire Rated), Storage Room Door No.: 2114C, 2131.5C

Hinges: (1-1/2 pr.) 4.5 inch x 4.5 inch A2112 (NRP) (626) Lockset: (1) Best 45H7D3J626 (Storage Room function) Closer: (1) CO2021 Holder/Overhead: (1) C02511 (628) Armor plates: (2) J102 x 630 Seals: (3) as required by tested assembly Wall Stop: L02111

HWS-7 (Interior/Hollow Metal, 36" Wide) (90 Minute Fire Rated), Storage Room Door No.: 2131.5D, 2131.5E, 2131.5F Hinges: (1-1/2 pr.) 4.5 inch x 4.5 inch A2112 (NRP) (626) Lockset: (1) Best 45H7D3J626 (Storage Room function) Closer: (1) CO2021 Holder/Overhead: (1) C02511 (628) Armor plates: (2) J102 x 630 Seals: (3) as required by tested assembly Wall Stop: L02111

HWS-8 (Interior/Hollow Metal, 48" Wide) (90 Minute Fire Rated) Door No.: 2131.5M

Hinges: (2 pr.) 4.5 inch x 4.5 inch A2112 (NRP) (626) Lockset: (1) Best 45H7D3J626 Closer: (1) CO2021 Holder/Overhead: (1) C02511 (628) Armor plates: (2) J102 x 630 Seals: (3) as required by tested assembly

HWS-3 (Interior/Hollow Metal) Door No.:

Hinges: (1-1/2 pr.) 4.5 inch x 4.5 inch A5111 (630) Lockset: (1) F76A (privacy) Grade 1, lever handle (626) Strike: (1) Box and cover plate (630) Closer: (1) C02011 Grade 1 with options PT-4C and PT-4H provide slim cover (628/689) Wall Stop: L02111 Silencers: (3) L03011 (black)

SECTION 08 71 00 Page 11 R0006

-- End of Section --

SECTION 08 71 00 Page 12 R0006

SECTION TABLE OF CONTENTS

DIVISION 14 - CONVEYING EQUIPMENT

SECTION 14 21 23

ELECTRIC TRACTION PASSENGER ELEVATORS

02/09

PART 1 GENERAL

1.1 REFERENCES

1.2 SYSTEM DESCRIPTION

1.2.1 Fire Protection System

1.2.2 Elevator Car Door Adjustments

1.2.3 Miscellaneous Requirements

1.3 SUBMITTALS

1.4 QUALITY ASSURANCE

1.4.1 Elevator Specialist

1.4.2 Qualified Elevator Inspector (QEI)

1.4.3 Welders' Qualifications

1.4.4 Detail Drawings

1.5 WARRANTY

1.6 MAINTENANCE AND REPAIR ACTION PLAN

1.6.1 Maintenance and Diagnostic Tools

1.6.2 Keys for Elevator Key Switches

PART 2 PRODUCTS

2.1 PASSENGER ELEVATOR REPLACEMENT DOORS AND FRAMES

2.1.1 Existing Car Enclosure and Car Door

2.1.2 Replacement Hoistway Entrance Doors and Frames

2.1.3 Basic Requirements

2.1.4 Fire Rating

2.1.5 Hoistway Entrance Doors

2.1.6 Hoistway Entrance Frames

2.1.7 Hoistway Entrance Sills

2.1.8 Entrance Fascias and Dust Covers

2.2 SPECIAL OPERATION AND CONTROL

2.2.1 Logic Control

PART 3 EXECUTION

3.1 INSTALLATION

3.1.1 Miscellaneous Requirements

3.2 HOISTWAY VENTILATION

3.3 FIELD QUALITY CONTROL

3.3.1 Testing Materials and Instruments

3.3.2 Field Tests

3.3.2.1 Endurance Tests

3.3.2.2 Insulation Resistance Tests

3.4 MAINTENANCE SERVICE TRAINING

-- End of Section Table of Contents --

SECTION 14 21 23 Page 1 R0006

.3

SECTION 14 21 23

ELECTRIC TRACTION PASSENGER ELEVATORS

02/09

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 WELDING SOCIETY (AWS)

AWS B2.1/B2.1M (2009) Specification for Welding Procedure and Performance Qualification

AWS D1.1/D1.1M (2015) Structural Welding Code - Steel

ASME INTERNATIONAL (ASME)

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

ASME A17.2 (2014) 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

ASME A17.3 (2015) Safety Code for Existing Elevators and Escalators

ASME QEI-1 (2013) Standard for the Qualification of Elevator Inspectors

ASTM INTERNATIONAL (ASTM)

ASTM E2074 (2000e1) Standard Test Method for Fire Tests of Door Assemblies, Including Positive Pressure Testing of Side-Hinged and Pivoted Swinging Door Assemblies

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

NFPA 101 (2015) Life Safety Code

NFPA 70 (2014; AMD 1-8, ERTA 1-4) National Electrical Code

NFPA 72 (2016) National Fire Alarm and Signaling Code

SECTION 14 21 23 Page 2 R0006

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

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

1.2 SYSTEM DESCRIPTION

Provide materials, labor, and services necessary for the complete and safe modernization of one (1) existing "Dover (ThyssenKrupp)" elevator, replacing the existing elevator hoistway doors and operators to meet current fire and life safety code requirements, that complies with ASME A17.1/CSA B44 and ASME A17.2 in their entirety, and additional requirements specified herein.

1.2.1 Fire Protection System

Replace existing hoistway doors with new 90 minute fire rated doors on the existing elevator complying with the applicable provisions of NFPA 72, NFPA 101, and ASME A17.1/CSA B44.

1.2.2 Elevator Car Door Adjustments

Adjust the existing elevator car door operators to account for the new shaft pressurization.

1.2.3 Miscellaneous Requirements

Submit one set of wiring diagrams, in plastic or glass cover, framed and mounted in elevator machine room for any revised building electrical system, if needed, to make supplied elevator door operating system function as specified. Deliver other sets to Contracting Officer.

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

SD-02 Shop Drawings

Passenger Elevator Replacement Doors and Frames; G Detail Drawings; G Supporting systems; G Door Operators and Controls; G Wiring Diagrams; G

SD-03 Product Data

Passenger Elevator Doors and accessories; G Sequence of Operations; G Data Sheets; G Maintenance and Diagnostic Tools; G Logic Control; G

SD-07 Certificates

SECTION 14 21 23 Page 3 R0006

Quality Assurance for Elevator Inspector and Specialist Welders' Qualifications; G

SD-10 Operation and Maintenance Data

Passenger Elevator Door Operators

Submit in accordance with Section 01 78 23 OPERATION AND

MAINTENANCE DATA.

Maintenance and Repair Action Plan; G

1.4 QUALITY ASSURANCE

1.4.1 Elevator Specialist

Work specified in this section shall be performed in compliance with ASME A17.3 under the direct guidance of the Elevator Specialist who is regularly engaged in the installation and maintenance of the type and complexity of elevator system specified in the contract documents, and who served in a similar capacity for at least three systems that have performed in the manner intended for a period of not less than 24 months. Elevator system manufacturer shall provide a letter of endorsement certifying that the Elevator Specialist is acceptable to manufacturer. The Elevator Specialist shall oversee the acceptance inspections and tests, and sign and certify the successful results, and after completion of the acceptance inspections and tests, certify in writing that the installation is accordance with the contract requirements. Bring any discrepancies to the attention of the Contracting Officer in writing, no later than three working days after the discrepancy is discovered.

1.4.2 Qualified Elevator Inspector (QEI)

The Contractor shall provide and utilize a third-party licensed and certified Qualified Elevator Inspector (QEI) to conduct elevator pre-acceptance inspection and testing. The QEI shall be certified in accordance with the requirements of ASME A17.1/CSA B44 and ASME QEI-1. The QEI must perform inspections and witness tests to ensure that the installation of replacement elevator doors conforms to all applicable safety codes and contract requirements. The QEI will be directly employed by the Contractor and independent of the elevator contractor.

Upon completion, the QEI must provide written test data for all ASME A17.1 Acceptance Tests and written certification that the elevator is complete and ready for final Acceptance Inspection, Testing, and Commissioning.

1.4.3 Welders' Qualifications

Comply with AWS D1.1/D1.1M, Section 4, and AWS B2.1/B2.1M. Provide certified copies of welders' qualifications and a list of welders'names with corresponding code marks to identify each welder's work.

1.4.4 Detail Drawings

a. Submit Detail Drawings, including dimensioned layouts in plan and elevation, showing the arrangement of elevator equipment, accessories, and data sheets showing all:

(1) supporting systems, SECTION 14 21 23 Page 4 R0006

(2) details on hoistway openings

(3) doors and frames,

(4) door Operation and signal stations,

(5) points of interface with normal power,

(6) points of interface with fire alarm system

(7) HVAC or exhaust systems

(8) interface with emergency power systems.

b. Include in the Drawings complete wiring diagrams showing the integration of the new hoistway door controls and operators with the existing electrical connections and other details required to demonstrate sequence of operations and functions of system devices, and the appropriate sizing of electrical protective devices which are frequently different from National Electrical Code standard sizes.

Drawings shall show any revised building electrical system required to make supplied elevator system function as specified.

1.5 WARRANTY

Provide routine warranty service for the replacement elevator doors and operators in accord with the elevator door manufacturer's warranty requirements, for a period of 12 months after the date of acceptance by Contracting Officer. Perform work during regular working hours. During the warranty service period, include 24-hour emergency service, with 4 hour response time, without additional cost to the Government. Include adjustments, greasing, oiling, and cleaning. Provide routine inspection and tests of elevators in accordance with ASME A17.1/CSA B44 (Sections 1001 and 1002) and ASME A17.2. Provide supplies and parts to keep elevator system in operation. Perform service only by factory trained personnel.

Maintain a maintenance log of all service orders performed during the warranty period and submit it to the Contracting Officer 21 days prior to the end of the warranty period.

1.6 MAINTENANCE AND REPAIR ACTION PLAN

Provide plan of action by the Elevator Installation Contractor to provide emergency and routine maintenance in accordance with paragraph titled WARRANTY. In addition to Data Package SD-19 "Operation and Maintenance Manuals", provide a list of phone numbers, personnel contacts, and all tools to be provided to the Contracting Officer. Submit elevator manuals in accordance with Section 01 78 23 OPERATION AND MAINTENANCE DATA.

1.6.1 Maintenance and Diagnostic Tools

Provide all special tools and software necessary to service and maintain each elevator replacement door assembly delivered at time of final acceptance. Provide one of each tool per group of elevators. Include 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.

1.6.2 Keys for Elevator Key Switches

Provide a minimum of twelve keys per unique cylinder used on all key switches for single elevator. If there is more than one elevator, additional keys are not 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.

SECTION 14 21 23 Page 5 R0006

PART 2 PRODUCTS

2.1 PASSENGER ELEVATOR REPLACEMENT DOORS AND FRAMES

2.1.1 Existing Car Enclosure and Car Door

All components and finishes of the existing car and car door are to remain except as may be required to integrate the new hoistway doors and frames.

2.1.2 Replacement Hoistway Entrance Doors and Frames

Remove existing hoistway entrance doors, door frames, and door sills, and replace with doors, frames, and sills to match existing bronze finishes.

2.1.3 Basic Requirements

a. Number of hoistway doors: Five floors, one door each floor; three front car doors and two rear car doors.

b. Hoistway door opening: 4'-0" wide by 7'-0" high (field verify).

c. Hoistway door types: TwoSingle-speed right opening, horizontal sliding.

d. Provide new hoistway door operators, door clutches, and all associated equipment for the proper operation of new hoistway doors.

2.1.4 Fire Rating

Refer to ASME A17.1/CSA B44, Sections 110 and 112. Provide replacement hoistway entrance assemblies with a minimum 1-1/2 hour fire rating in accordance with ASTM E2074.

2.1.5 Hoistway Entrance Doors

Refer to ASME A17.1/CSA B44, Rule 110.11e, hollow metal non-vision construction with flush surfaces on car and landing sides. Provide a minimum of 2 door guide assemblies per door panel, one guide at leading edge and one at trailing edge with guides in the sill groove the entire length of travel. Provide metal hoistway door track dust covers to match existing at each landing. Dust covers shall protect door locks and door roller tracks and extend the full width of the door track and associated hardware.

2.1.6 Hoistway Entrance Frames

Provide 14 gage thick bronze finish to match existing finish and profile..

Solidly grout uprights of entrance ways to height of 5 feet.

2.1.7 Hoistway Entrance Sills

Provide one-piece cast solid bronze to match existing finish of entrance sills. After sill is set level and flush with finished floor height, solidly grout under full length of sill. Use same materials for hoistway and car entrance sills.

2.1.8 Entrance Fascias and Dust Covers

Refer to ASME A17.1/CSA B44, Rule 110.10a and Rule 110.11a.

SECTION 14 21 23 Page 6 R0006

2.2 SPECIAL OPERATION AND CONTROL

Maintain and integrate all existing special operations and control systems in accordance with ASME A17.1/CSA B44. Provide special operation key switches with 6-pin cylinder locks with removable cores and a key control lock for each operation system.

2.2.1 Logic Control

Integrate new hoistway door controllers with existing control system.

Adjust the existing elevator car door operators to account for the new shaft pressurization.

PART 3 EXECUTION

3.1 INSTALLATION

Install new 90 minute hoistway doors and frames in accordance with manufacturer's instructions, ASME A17.1/CSA B44, 36 CFR 1191, and NFPA 70.

3.1.1 Miscellaneous Requirements

Include recesses, cutouts, slots, holes, patching, grouting, and refinishing to accommodate elevator door installation. Use core drilling to drill all new holes in concrete. Finish work to be straight, level, and plumb. During installation, protect machinery and equipment from dirt, water, or mechanical damage. At completion, clean all work, and spot paint.

3.2 HOISTWAY VENTILATION

Provide hoistway ventilation directly to outside air by fixed louver through side wall of hoistway at highest possible point in hoistway. Net size of louver to be at least 3.5 percent of hoistway cross section– see Mechanical.

3.3 FIELD QUALITY CONTROL

a. After completing hoistway door assembly installation and elevator car door controller adjustments , notify Contracting Officer that elevator system is ready for final inspection and acceptance test.

b. Perform all required tests and demonstrate proper operation of each elevator system and prove that each system complies with contract requirements and ASME A17.1/CSA B44, and the applicable requirements of Part XI, "Engineering and Type Tests". Inspection procedures in ASME A17.2 form a part of this inspection and acceptance testing.

Conduct all testing and inspections in the presence of the Elevator Inspector. Demonstrate the proper operation of all equipment at various date settings, selected by the elevator inspector, ranging from the date of contract award through 1 January 2099.

c. Inspector shall complete, sign and post Elevator Inspection Certificate, after successful completion of inspection and testing.

3.3.1 Testing Materials and Instruments

Furnish testing materials and instruments required for final inspection.

Include calibrated test weights, tachometer, 600-volt megohm meter, volt

SECTION 14 21 23 Page 7 R0006 meter and ammeter, three Celsius calibrated thermometers, door pressure gage, spirit level, stop watch, dynamometer, and 100 foot tape measure.

3.3.2 Field Tests

3.3.2.1 Endurance Tests

Test each elevator for a period of one hour continuous run, with specified rated load in car. Restart the one hour test period from beginning, following any shutdown or failure. During test run, stop car at each floor in both directions of travel for standing period of 10 seconds per floor.

The requirements for Rated Speed, Leveling, Temperature Rise and Motor Amperes Test specified herein are to be met throughout the duration of the Endurance Test.

3.3.2.2 Insulation Resistance Tests

Perform tests to ensure elevator wiring systems are free from short circuits and grounds. Minimum acceptable insulation resistance for electrical conductors is one megohm between each conductor and ground and between each conductor and other conductors. Prior to megohm meter test, make provisions to prevent damage to electronic devices.

3.4 MAINTENANCE SERVICE TRAINING

Provide qualified representative of elevator replacement door assembly manufacturer to instruct Government personnel in care, adjustment, and maintenance of elevator door equipment for a period of not less than 5 working days immediately following acceptance of elevator system. The Contractor shall submit Operations and Maintenance manuals as required in the Submittals paragarph

-- End of Section --

SECTION 14 21 23 Page 8 R0006

G3ENDRDN

Text Box R0006

TYPE TYPICAL SECTION CONSTRUCTION DESCRIPTION

FLOOR & CEILING RUNNERS:

CHANNEL SHAPED, 3-5/8" STEEL

STEEL STUDS: CHANNEL SHAPED

3-5/8" x 1-1/4", 20 GAUGE@ 16" OC

3 3-1/2" BATT INSULATION

4 GWB: 2 LAYERS, 5/8", TYPE X, BOTH

SIDES

1A

WALL TYPE 1A: CHANGE BATT

INSULATION TO 2" SAFB (SOUND

BATTS). (49 STC)

UL DESIGN NO. U425

BEARING WALL RATING 2-HR. SEE NOTES: 1, 2, 3, 4, 5, 6, 7

WALL TYPE 1B: CHANGE STUDS TO

6" x 2", 12 GAUGE @ 16" OC1B

WALL TYPE SCHEDULE

INTERIOR

TYPE MATERIAL FINISH THICKNESS TYPE MATERIAL FINISH HEAD JAMB SILL

2100A 3'-0" X 7'-0" NV HOLLOW METAL

PAINT TO MATCH

EXISTING

0' 1-3/4" F1 HOLLOW METAL

PAINT TO MATCH

EXISTING

2/A-501 2/A-501 (SIM) 6/A-501 1.5-HR HWS-1 SEE NOTE 2

2100B 3'-0" X 7'-0" NV HOLLOW METAL

PAINT TO MATCH

EXISTING

0' 1-3/4" F1 HOLLOW METAL

PAINT TO MATCH

EXISTING

2/A-501 2/A-501 (SIM) 6/A-501 1.5-HR HWS-1 SEE NOTE 2

2114A 3'-0" X 7'-0" NV HOLLOW METAL

PAINT TO MATCH

EXISTING

0' 1-3/4" F1 HOLLOW METAL

PAINT TO MATCH

EXISTING

2/A-501 1&2/A-501 6/A-501 1.5-HR HWS-1 SEE NOTE 2

2114B 8'-0" X 7'-0" FP HOLLOW METAL

PAINT TO MATCH

EXISTING

0' 1-3/4" F2 HOLLOW METAL

PAINT TO MATCH

EXISTING

2/A-501 2/A-501 (SIM) 6/A-501 1.5-HR HWS-2

2114C 3'-2" X 7'-0" NV HOLLOW METAL

PAINT TO MATCH

EXISTING

0' 1-3/4" F1 HOLLOW METAL

PAINT TO MATCH

EXISTING

1/A-501 (SIM) 1/A-501 6/A-501 1.5-HR HWS-3

SEE NOTE 2. FIELD VERIFY EXIST ROUGH

OPENING, ADJUST SIZE AS REQ.

2131.5A 3'-0" X 7'-0" NV HOLLOW METAL

PAINT TO MATCH

EXISTING

0' 1-3/4" F1 HOLLOW METAL

PAINT TO MATCH

EXISTING

1/A-501 (SIM) 1/A-501 6/A-501 1.5-HR HWS-1

SEE NOTE 2. FIELD VERIFY EXIST ROUGH

OPENING, ADJUST SIZE AS REQ.

2131.5B 3'-0" X 7'-0" NV HOLLOW METAL

PAINT TO MATCH

EXISTING

0' 1-3/4" F1 HOLLOW METAL

PAINT TO MATCH

EXISTING

1/A-501 (SIM) 1/A-501 6/A-501 1.5-HR HWS-5

SEE NOTE 2. FIELD VERIFY EXISTING ROUGH

OPENING, ADJUST SIZE AS REQ

2131.5C 3'-0" X 7'-0" F HOLLOW METAL

PAINT TO MATCH

EXISTING

0' 1-3/4" F1 HOLLOW METAL

PAINT TO MATCH

EXISTING

1/A-501 (SIM) 1/A-501 6/A-501 1.5-HR HWS-6

FIELD VERIFY EXISTING ROUGH OPENING,

ADJUST SIZE AS REQUIRED

2131.5D 3'-0" X 7'-0" F HOLLOW METAL

PAINT TO MATCH

EXISTING

0' 1-3/4" F1 HOLLOW METAL

PAINT TO MATCH

EXISTING

2/A-501 2/A-501 (SIM) 6/A-501 1.5-HR HWS-7

2131.5E 3'-0" X 7'-0" F HOLLOW METAL

PAINT TO MATCH

EXISTING

0' 1-3/4" F1 HOLLOW METAL

PAINT TO MATCH

EXISTING

2/A-501 2/A-501 (SIM) 6/A-501 1.5-HR HWS-7

2131.5F 3'-0" X 7'-0" F HOLLOW METAL

PAINT TO MATCH

EXISTING

0' 1-3/4" F1 HOLLOW METAL

PAINT TO MATCH

EXISTING

2/A-501 2/A-501 (SIM) 6/A-501 1.5-HR HWS-7

2131.5G 6'-2" X 7'-0" NV/FP HOLLOW METAL

PAINT TO MATCH

EXISTING

0' 1-3/4" F2 HOLLOW METAL

PAINT TO MATCH

EXISTING

2/A-501 1/A-501 6/A-501 1.5-HR HWS-2

SEE NOTE 2. FIELD VERIFY EXIST ROUGH

OPENING, ADJUST SIZE AS REQ.

2131.5H 6'-0" X 7'-0" NV/FP HOLLOW METAL

PAINT TO MATCH

EXISTING

0' 1-3/4" F2 HOLLOW METAL

PAINT TO MATCH

EXISTING

2/A-501 2/A-501 (SIM) 6/A-501 1.5-HR HWS-2

SEE NOTE 2, UNEQUAL PAIR-SOUTH DOOR, 4

FOOT WIDE

2131.5J 3'-0" X 7'-0" NV HOLLOW METAL

PAINT TO MATCH

EXISTING

0' 1-3/4" F1 HOLLOW METAL

PAINT TO MATCH

EXISTING

2/A-501 2/A-501 (SIM) 6/A-501 1.5-HR HWS-1 SEE NOTE 2

2131.5K 3'-0" X 7'-0" NV HOLLOW METAL

PAINT TO MATCH

EXISTING

0' 1-3/4" F1 HOLLOW METAL

PAINT TO MATCH

EXISTING

2/A-501 1&2/A-501 6/A-501 1.5-HR HWS-1 SEE NOTE 2

2131.5L 3'-0" X 7'-0" NV HOLLOW METAL

PAINT TO MATCH

EXISTING

0' 1-3/4" F1 HOLLOW METAL

PAINT TO MATCH

EXISTING

2/A-501 2/A-501 (SIM) 6/A-501 1.5-HR HWS-1 SEE NOTE 2

2131.5M 6'-0" X 7'-0" NV/FP HOLLOW METAL

PAINT TO MATCH

EXISTING

0' 1-3/4" F2 HOLLOW METAL

PAINT TO MATCH

EXISTING

2/A-501 2/A-501 (SIM) 6/A-501 1.5-HR HWS-3 SEE NOTE 2

2131.5N 3'-0" X 7'-0" NV HOLLOW METAL

PAINT TO MATCH

EXISTING

0' 1-3/4" F1 HOLLOW METAL

PAINT TO MATCH

EXISTING

2/A-501 2/A-501 (SIM) 6/A-501 1.5-HR HWS-4 SEE NOTE 2

2131.5P 3'-0" X 7'-0" NV HOLLOW METAL

PAINT TO MATCH

EXISTING

0' 1-3/4" F1 HOLLOW METAL

PAINT TO MATCH

EXISTING

2/A-501 2/A-501 (SIM) 6/A-501 1.5-HR HWS-5 SEE NOTE 2

2131.5Q 3'-0" X 7'-0" NV HOLLOW METAL

PAINT TO MATCH

EXISTING

0' 1-3/4" F1 HOLLOW METAL

PAINT TO MATCH

EXISTING

2/A-501 2/A-501 (SIM) 6/A-501 1.5-HR HWS-1 SEE NOTE 2

2131.5R 6'-0" X 7'-0" NV/FP HOLLOW METAL

PAINT TO MATCH

EXISTING

0' 1-3/4" F2 HOLLOW METAL

PAINT TO MATCH

EXISTING

2/A-501 1&2/A-501 6/A-501 1.5-HR HWS-2 SEE NOTE 2

2131.5S 6'-0" X 9'-0" NV/FP HOLLOW METAL

PAINT TO MATCH

EXISTING

0' 1-3/4" F2 HOLLOW METAL

PAINT TO MATCH

EXISTING

2/A-501 1&2/A-501 6/A-501 1.5-HR HWS-2 SEE NOTE 2

2148A 6'-0" X 7'-0" NV/FP HOLLOW METAL

PAINT TO MATCH

EXISTING

0' 1-3/4" F2 HOLLOW METAL

PAINT TO MATCH

EXISTING

1/A-501 1/A-501 5/A-501 HWS-2

INSULATED (R-11) EXTERIOR DOOR, LAMINATED

GLAZING. SEE NOTE 3.

DOOR SCHEDULE

DOOR

NUMBER

DOOR SIZE

(WxH)

DOOR FRAME DETAILS FIRE

RATING

HARDWARE

SET

REMARKS

G3ENDRDN

REFERENCE DRAWINGS

LDP-1-6-2D1/4

KEY PLAN

E-102

MATCHLINE E-406

MATCHLINE E-407

M A

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H L

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E E -4

M A

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H L

IN

E E -4

ERECTION BAY UPSTREAM PLAN - EL.2131.5

E2

1E2

E2

E2

" = 1'-0"4

1SCALE:

E2

9E2

E2

E2

E2

E2

E2

E2

E2 11

R0006

E-407

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IDENTIFICATION

SHEET

D A

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A P

P R

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S I

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U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

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S E

A T

T L E

W A

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IN

G T

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SEATTLE DISTRICT

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DESIGN FILE: pw:\\COE-NWSPW001SEA.nws.ds.usace.army.mil:cenws01\Documents\Civil Works\Libby Dam, MT\FY15_PN402251_LIEL\Current_Phase\Con_Docs\CAD_Sheets\Electrical\PN402251_LIEL-E-407EP4R

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F Y P

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OF ENGINEERS

U.S. ARMY CORPS

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ELEVATOR

STORAGE

T-0

U P

S T

A .7

15 15 15

15 15

E2

R5

E2

EXP. JOINT

R17

CA1-e1-R17, E2

37 9

S

E2

CR02-r8-R3, 5, E2

1 1

11 1 1

17 E2 17 E2

MONO 19 MONO 20

SWITCHGEAR ROOM

R17

E2

CR02-r9-R1

CR02-r3-R11

CL

OPENING CR02-r3-R11, 13, 21

CR02-r1-R7, 9

CR02-r4, 1"-R8, 10

CR02-r1-UC4-R16

#8

COOLER

ELECTRIC WATER

S

CR1-1-e1-R30, E

S

22 22

ROOM

LOCKER

TOILET ROOM

JANITOR

CL

DOOR

CR02-r5, 1"-R12, 14, E2 CR02-r5-R12

41 41

8 8

DEAD FIXTURE

DEAD FIXTURE

CR02-r2-R15, E2

CR02-r3-R21

SEE SHEET E-301

AIR COMPRESSOR ROOM

CR02-s10, 1"

SEE SHEET E-408

CR1-r5-R16

SEE SHEET E-408

CR1-1-e1-R30, E2"

E2

CR02-r3-R13

CA1

CR02

S

CR02-r7-R3, E2

CA1-e1-R17, E2

J

CR9-9

CR9

INVERTER1

4' 2' 4'0

''= 1'-0"4

1SCALE:

RGS. SEE SHEET F-406.

15 PROVIDE POWER FOR NAPAP USING 2#12 & 1#12 GND IN 3/4"

E-504, E-601, AND E-602.

14 PROVIDE 8KVA INVERTER WITH LOADCENTER. SEE SHEETS

USE SPARE BREAKER CR1-37, 39, 41.

13 ROUTE 3#10 & 1#12 GND IN 1" RGS FROM INVERTER TO CR1.

E-602.

1" RGS FROM INVERTER TO PANEL CR3.1. SEE SHEETS E-601 AND

12 PROVIDE 2" RGS FROM INVERTER TO PANEL CR1.1 AND PROVIDE

ABANDON EXISTING E2 CONDUCTOR BETWEEN FIXTURES.

AND ROUTE THROUGH NEW CONDUIT TO FIXTURES AS INDICATED.

NEW CONDUCTORS TO THE EXISTING E2 CONDUCTOR FROM CA1

11 DISCONNECT EXISTING E2 CONDUCTOR AT THE FIXTURE. SPLICE

EMERGENCY FIXTURES ALONG PATH.

10 ROUTE EMERGENCY CIRCUIT DOWNSTREAM TO SPECIFIED

BULB WITH 30W LED BULB.

9 REPLACE EXISTING 150W INCANDESCENT OR CFL EQUIVALENT

BULB WITH 40W LED BULB.

8 REPLACE EXISTING 200W INCANDESCENT OR CFL EQUIVALENT

BULB WITH 18W LED BULB.

7 REPLACE EXISTING 100W INCANDESCENT OR CFL EQUIVALENT

EQUIVALENT BULBS WITH A PAIR OF 6W LED BULBS.

6 REPLACE EXISTING PAIR OF 25W INCANDESCENT OR CFL

EQUIVALENT BULBS WITH 9.5W AND 6W LED BULBS.

5 REPLACE EXISTING 60W AND 25W INCANDESCENT OR CFL

VERIFY ELECTRICAL CONNECTIONS.

ELECTRICAL SURVEY NEEDS TO BE CONDUCTED TO

4 STORAGE ROOM HAS BEEN RENOVATED INTO AN OFFICE.

IN 3/4" RGS.

EMERGENCY CIRCUIT TO NEW LED EXIT SIGN ON WALL

3 REMOVE EXISTING INCANDESCENT EXIT SIGN. REROUTE

EMERGENCY LIGHTING.

CONDUCTOR TO NEW TRANSFER DEVICES ON PATH FOR

2 TAP HOT CONDUCTOR AHEAD OF SWITCH. ROUTE

SEE E-502 FOR WIRING DIAGRAM FOR TRANSFER DEVICE.

1 PROVIDE TRANSFER DEVICE FOR NOTED FIXTURE.

KEY NOTES:

A

A A

M M

E N

D M

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E2

E2

E2

E2

E2

KEY PLAN

REFERENCE DRAWINGS

LDP-1.6-6-2H1/3

EE E

E

E

E

E

E

E E

MATCHLINE E-422

MATCHLINE E-414

M A

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E E -4

M A

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H L

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E E -4

M A

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H L

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E E -4

M A

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H L

IN

E E -4

" = 1'-0"4

1SCALE:

EQUIPMENT GALLERIES BAY 7 PLAN - EL.2131.5

E-102

2 2

2 2 2 2 2

2 2 2

R0006

10 DEMO EXISTING CONDUIT AND LIGHT FIXTURE.

USE SPARE BREAKER CR7-1,3,5.

9 ROUTE 3#10 & 1#12 GND IN 1" RGS FROM INVERTER TO CR7.

E-601 AND E-602.

8 PROVIDE 6KVA INVERTER WITH LOADCENTER. SEE SHEETS

7 REMOVE BULBS FROM EXISTING LIGHT FIXTURE.

E-601 AND E-602.

6 PROVIDE 2" RGS FROM INVERTER TO CR7.1. SEE SHEETS

CIRCUIT.

5 RECIRCUIT WIRING DOWNSTREAM TO BE FED BY EMERGENCY

FIXTURE SHALL USE T-8 LAMPS.

CLOSELY AS POSSIBLE TO SHOWN FIXTURE TYPE.

JUNCTION BOX LOCATED HERE. MATCH FIXTURE TYPE AS

4 PROVIDE NEW EMERGENCY FIXTURE USING EXISTING

EQUIVALENT BULBS WITH A PAIR OF 6W LED BULBS.

3 REPLACE EXISTING PAIR OF 25W INCANDESCENT OR CFL

BULB WITH 30W LED BULB.

2 REPLACE EXISTING 150W INCANDESCENT OR CFL EQUIVALENT

LIGHTING TO EMERGENCY LIGHTING CIRCUIT.

1 RECIRCUIT EXISTING LIGHTING FIXTURE FROM NORMAL

KEY NOTES:

E-414

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S

M A

S T

E N

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

D A

T E

F

IL

E N

U M

B E

R

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

IDENTIFICATION

SHEET

D A

T E

A P

P R

S I

D

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

S E

A T

T L E

W A

S H

IN

G T

O N

S E

A T

T L E D

IS

T R

IC

T

SEATTLE DISTRICT

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DESIGN FILE: pw:\\COE-NWSPW001SEA.nws.ds.usace.army.mil:cenws01\Documents\Civil Works\Libby Dam, MT\FY15_PN402251_LIEL\Current_Phase\Con_Docs\CAD_Sheets\Electrical\PN402251_LIEL-E-414EP4R

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F Y P

N L

IB

B Y D

A M

T H

O M

P S

O N

OF ENGINEERS

U.S. ARMY CORPS

K O

O T

E N

A I

R

IV

E R

M O

N T

A N

A

P O

W E

R H

O U

S E E

M E

R G

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C Y L

IG

H T

IN

G J

U N

E

T-8

MONO 26 MONO 27

18 18 18 18 18

18 18 18

17 17 17 17 17

15 15 15 15

DN

E

13 13 13

CR8B.1-c1-CQ05

BLANK COVER ONLY

CR8-r6-R31

CR7-r6-R17

CR7.1-e2 CR7-r6

CR7-r5

BLANK COVER ONLY

CR8-r5-R29

#10

CR7A-r4

SD

4 #2

", R1, 3, 52 1CR7-r1-CR7A, 1

CR7-e1-CR7A-R30, E

CR7-r1-S7

UNSWITCHED CIRCUIT CR8A-r4-R23

CR8-r3-R22

C .J

C .J

CR7.1 CR7

41 41 41 41 41

8 8

41 41

8 8 88

34 34 34

37 37 37 37

15, 18

CR7-r8-R13, 4' 2' 4'0

''= 1'-0"4

1SCALE:

INVERTER2

A

A

A

A M

M E

N D

M E

N T

KEY PLAN

LDP-1.6-6-2G1/2

1 1

2 2

E

MATCHLINE E-421

MATCHLINE E-413

M A

T C

H L

IN

E E -4

M A

T C

H L

IN

E E -4

" = 1'-0"4

1SCALE:

M A

T C

H L

IN

E E -4

M A

T C

H L

IN

E E -4

MATCHLINE E-421

MATCHLINE E-413

MAIN UNIT - BAY 6 PLAN - EL.2131.5

E-102

FOR EMERGENCY LIGHTING

CONDUCTOR TO NEW TRANSFER DEVICES ON PATH

5 TAP HOT CONDUCTOR AHEAD OF SWITCH. ROUTE

EMERGENCY FIXTURES ALONG PATH.

4 ROUTE EMERGENCY CIRCUIT DOWNSTREAM TO SPECIFIED

INCANDESCENT.

PROVIDE 30W LED REPLACEMENT BULB FOR 150W

TYPE AS CLOSELY AS POSSIBLE TO SHOWN FIXTURE TYPE.

3 PROVIDE NEW EMERGENCY FIXTURE HERE. MATCH FIXTURE

BULB WITH 40W LED BULB.

2 REPLACE EXISTING 200W INCANDESCENT OR CFL EQUIVALENT

BULB WITH 30W LED BULB.

1 REPLACE EXISTING 150W INCANDESCENT OR CFL EQUIVALENT

KEY NOTES:

R0006

E-421

S O

U T

H E

R L

IN

S C

H W

E N

D

IM

A N

B A

Y P

L A

N E

L .2

.5

M A

IN

U

N

IT

M A

S T

E N

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

D A

T E

F

IL

E N

U M

B E

R

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

IDENTIFICATION

SHEET

D A

T E

A P

P R

S I

D

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

S E

A T

T L E

W A

S H

IN

G T

O N

S E

A T

T L E D

IS

T R

IC

T

SEATTLE DISTRICT

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DESIGN FILE: pw:\\COE-NWSPW001SEA.nws.ds.usace.army.mil:cenws01\Documents\Civil Works\Libby Dam, MT\FY15_PN402251_LIEL\Current_Phase\Con_Docs\CAD_Sheets\Electrical\PN402251_LIEL-E-421EP4R

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OF ENGINEERS

U.S. ARMY CORPS

K O

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M O

N T

A N

A

P O

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S E E

M E

R G

E N

C Y L

IG

H T

IN

G J

U N

E

4' 2' 4'0

''= 1'-0"4

1SCALE:

CR6-r4.1"-R21, 23, E ", R1, 3, 52 1CR6-r1-CR6A, 1 UNSWITCHED CIRCUIT CR7-r4, 1"-R21, 23, E

C .J

C .J

E

22 22 22 22

E

14 14

14 14

SD

SD

SD

SD

SD

#10#10#10#10

#10

CR5-r4-R23 E-436

#10

CR2-r3-R22

CR2-r4, 1"-R21, 23, E

S

19 19

19 19

#10

S3

S3

SHEET E-437

CR6A-r1-G6, 1", R1, 3, 5

CR6A-r1-GP-R7

4 #2

" R1, 3, 52 1CR6-r1-CR6A, 1

CR6.1-e1-CR6A

BALCONY ABOVE

BARREL ABOVE

GENERATOR

CR6A-r4

CR6A-r1-TP6-R9, 17, 19

U P

SHEET E-405

CEILING BELOW

STUB OUT IN

CR6A-r1

#10

36 36 36 36

CR6A-r5-R15, 18, 20, E

CR6A-s1-TP6, 1"

CR6A-r4

CR6A-r6-R11, 13, E

C R 6A

36 36

36 36

41 41 41

SHEET E-437

CR6A-r5-R15, 20, E

SHEET E-437

CR6A-r4, R16, E

A

A

A M

M E

N D

M E

N T

C R

.1

C R

.1

C R

.1

C R

.1

C

R

B .1

3 3

1 1

S C

H W

E N

D

IM

A N

E-505

S O

U T

H E

R L

IN

M A

S T

E N

IN

S

T A

L L

A T

IO

N F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

D A

T E

F

IL

E N

U M

B E

R

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

IDENTIFICATION

SHEET

D A

T E

A P

P R

S I

D

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

S E

A T

T L E

W A

S H

IN

G T

O N

S E

A T

T L E D

IS

T R

IC

T

SEATTLE DISTRICT

:1

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DESIGN FILE: pw:\\COE-NWSPW001SEA.nws.ds.usace.army.mil:cenws01\Documents\Civil Works\Libby Dam, MT\FY15_PN402251_LIEL\Current_Phase\Con_Docs\CAD_Sheets\Electrical\PN402251_LIEL-E-505D4R

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F Y P

N L

IB

B Y D

A M

T H

O M

P S

O N

OF ENGINEERS

U.S. ARMY CORPS

K O

O T

E N

A I

R

IV

E R

M O

N T

A N

A

P O

W E

R H

O U

S E E

M E

R G

E N

C Y L

IG

H T

IN

G J

U N

E

- NTS

- NTS

CR6.1 WIRING DIAGRAM CR7.1 WIRING DIAGRAM

- NTS

- NTS

CR8.1 WIRING DIAGRAM

- NTS

NP

PE NE

PP

NN

PE NE

CR5.1 WIRING DIAGRAM

CR8B.1 WIRING DIAGRAM

NP

#12s

PE NE

PP

#12s

NN

PE NE

NP

PE NE

E

#12s

E

#12s

E

#12s

CR6.1-e1-CR5.1

2#2

INVERTER 2-e1-CR6.1

2#2

CR6.1-e1-CR5.1

2#2

INVERTER 2-e1-CR6.1

2#2

INVERTER 2-e1-CR7.1

2#2

INVERTER-e1-CR…