W912PP23B0044_B1060_AMD0005.pdf

Offers 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 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 your 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.

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

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT 1. CONTRACT ID CODE

2. AMENDMENT/MODIFICATION NO. 3. EFFECTIVE DATE 4. REQUISITION/PURCHASE REQ. NO. 5. PROJECT NO. (If applicable)

7. ADMINISTERED BY (If other than Item 6) CODE

STANDARD FORM 30 (REV. 10-83)

Prescribed by GSA FAR (48 CFR) 53.243

FACILITY CODE

9A. AMENDMENT OF SOLICITATION

NO.

9B. DATED (SEE ITEM 11)

10A. MODIFICATION OF CONTRACT/ORDER NO.

10B. DATED (SEE ITEM 13)

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

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

12. ACCOUNTING AND APPROPRIATION DATA (If required) copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

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

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

CHECK ONE 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)

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.

15C. DATE SIGNED

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

16C. DATE SIGNED

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

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

PAGE OF PAGES

6. ISSUED BY CODE

8. NAME AND ADDRESS OF CONTRACTOR (No., street, county, State and ZIP Code) (X)

CODE

15B. CONTRACTOR/OFFEROR

(Signature of person authorized to sign)

16B. UNITED STATES OF AMERICA

(Signature of Contracting Officer)

NSN 7540-01-152-8070

Previous edition unusable

New Mexico Air National Guard Repair BCE Facility B1060, Kirtland Air Force Base, New Mexico.

1.This is Amendment No. 0005 to Solicitation No. W912PP23B0044. The following revisions shall be incorporated into the specifications. All other provisions shall remain unchanged.

U.S. ARMY ENGINEER DISTRICT, ALBUQUERQUE

CORPS OF ENGINEERS

4101 JEFFERSON PLAZA, N.E.

ALBUQUERQUE, NEW MEXICO 87109-3435

J

W912PP23B0044

1 2

07/31/2023

06/28/2023

W912PP21R0009

AMENDMENT No. 0005

Page 2c of 2

2. SPECIFICATIONS: Delete the following listed pages and substitute the pages attached hereto. On the revised pages, for convenience, changes are emphasized by STRIKETHROUGH for deletions and UNDERLINE for additions from the previous issue. All portions of the revised (or new) pages shall apply whether or not changes have been indicated.

Delete Page Insert Page

Section 08 14 00, Wood Doors, ENTIRETY

3. DRAWING CHANGES: The following PLAN SHEET has been REPLACED in its entirety:

- E-701, Copper Feeder Schedule

////////LAST ITEM////////

Project TQKD182102 / P2 479539 Renovate Building 315 Portland Air National Guard Base, Oregon

SECTION 08 14 00

WOOD DOORS

08/ 16, CHG 1: 08/ 18

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 E2226 (2015; R 2019b) Standard Practice for Application of Hose Stream

CALIFORNIA AIR RESOURCES BOARD (CARB)

CARB 93120 (2007) Airborne Toxic Control Measure (ATCM) to Reduce Formaldehyde Emissions from Composite Wood Products

FOREST STEWARDSHIP COUNCIL (FSC)

FSC STD 01 001 (2015) Principles and Criteria for Forest Stewardship

NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION (NEMA)

ANSI/NEMA LD 3 (2005) Standard for High-Pressure Decorative Laminates

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

NFPA 80 (2019) Standard for Fire Doors and Other Opening Protectives

NFPA 105 (2019) Standard for Smoke Door Assemblies and Other Opening Protectives

NFPA 252 (2017) Standard Methods of Fire Tests of Door Assemblies

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

40 CFR 770 Formaldehyde Standards for Composite Wood Products

UNDERWRITERS LABORATORIES (UL)

UL 10B (2008; Reprint May 2020) Fire Tests of Door Assemblies

SECTION 08 14 00 Page 3

CERTIFIED FINAL

NM ANG Repair BCE Facility B1060 Project #: W9133L-16-D-0007-8P01 New Mexico Air National Guard

Type B3 Submittal Page 1 SECTION 08 11 13 1

Amendment 0005

Amendment 0005

Amendment 0005 ****************************************************

WINDOW AND DOOR MANUFACTURERS ASSOCIATION (WDMA)

ANSI/WDMA I.S.1A (2013) Interior Architectural Wood Flush Doors

ANSI/WDMA I.S.6A (2013) Interior Architectural Stile and Rail Doors

WOODWORK INSTITUTE (WI)

NAAWS 3.1 (2017; 2018 Errata Edition) North American Architectural Woodwork Standards

1.2 SUBMITTALS

Government approval is required for submittals with a "G" or "S" classification. Submittals not having a "G" or "S" classification are for Contractor Quality Control approval. Submittals with an "S" are for inclusion in the Sustainability eNotebook, in conformance with Section 01 33 29.00 06 SUSTAINABILITY REPORTING. Submit the following in accordance with Section 01 33 00.00 06 SUBMITTAL PROCEDURES:

SD-02 Shop Drawings

Doors; G

Submit drawings or catalog data showing each type of door unit ;

include descriptive data of head and jamb weatherstripping with installation instructions. Indicate within drawings and data the door types and construction, sizes, thickness, door louvers, and glazing,.

SD-03 Product Data

Doors; G Accessories Water-resistant Sealer Sample Warranty Fire Resistance Rating; G

SD-04 Samples

Doors

Prior to the delivery of wood doors, submit a sample section of each type of door which shows the stile, rail, veneer, finish, and core construction.

Door Finish Colors; G

Submit a minimum of three color selection samples, minimum 3 by 5 inches in size representing wood stain for selection by the Contracting Officer.

SD-06 Test Reports

Cycle-Slam Hinge Loading Resistance

SECTION 08 14 00 Page 4

CERTIFIED FINAL

NM ANG Repair BCE Facility B1060 Project #: W9133L-16-D-0007-8P01 New Mexico Air National Guard

Type B3 Submittal Page 1 SECTION 08 11 13 2

Submit cycle-slam test report for doors tested in accordance with ANSI/WDMA I.S.1A , and hinge loading resistance test report for doors tested in accordance with ANSI/WDMA I.S.6A .

SD-07 Certificates

Certificates of Grade Certified Sustainably Harvested Flush Wood Doors; S Indoor Air Quality for Particleboard and Agrifiber Door Cores; S

SD-11 Closeout Submittals

Warranty

1.3 CERTIFICATIONS

1.3.1 Certified Wood Grades

Provide certificates of grade from the grading agency on fire doors.

1.3.2 Certified Sustainably Harvested Wood

Provide wood certified as sustainably harvested by FSC STD 01 001 .

Provide a letter of Certification of Sustainably Harvested Wood signed by the wood supplier. Identify certifying organization and their third party program name and indicate compliance with chain-of-custody program requirements. Submit sustainable wood certification data; identify each certified product on a line item basis. Submit copies of invoices bearing certification numbers.

1.3.3 Indoor Air Quality Certification

1.3.3.1 Composite Wood, Wood Structural Panel and Agrifiber Products

For purposes of this specification, composite wood and agrifiber products include particleboard, medium density fiberboard (MDF), wheatboard, strawboard, panel substrates, and door cores. Provide products certified to meet requirements of both 40 CFR 770 and CARB 93120 . Provide current product certification documentation from certification body.

1.4 DELIVERY, STORAGE, AND HANDLING

Deliver doors to the site in an undamaged condition and protect against damage and dampness. Stack doors flat under cover. Support on blocking, a minimum of 4 inch thick, located at each end and at the midpoint of the door. Store doors in a well-ventilated building so that they will not be exposed to excessive moisture, heat, dryness, direct sunlight, or extreme changes of temperature and humidity. Do not store in a building under construction until concrete, masonry work, and plaster are dry. Replace defective or damaged doors with new ones.

1.5 WARRANTY

Warrant doors free of defects as set forth in the door manufacturer's standard door warranty.

SECTION 08 14 00 Page 5

CERTIFIED FINAL

NM ANG Repair BCE Facility B1060 Project #: W9133L-16-D-0007-8P01 New Mexico Air National Guard

Type B3 Submittal Page 1 SECTION 08 11 13 3

PART 2 PRODUCTS

2.1 DOORS

Provide doors of the types, sizes, and designs indicated free of urea-formaldehyde resins.

2.1.1 Flush Doors

Conform to ANSI/WDMA I.S.1A for flush doors. Provide hollow core doors with lock blocks and 1 inch minimum thickness hinge stile. Hardwood stile edge bands of doors receives a natural finish, compatible with face veneer. Provide mill option for stile edge of doors scheduled to be painted. No visible finger joints will be accepted in stile edge bands.

When used, locate finger-joints under hardware. Provide certified sustainably harvested flush wood doors.

2.1.1.1 Interior Flush Doors

Provide staved lumber core, Type II flush doors conforming to ANSI/WDMA I.S.1A with faces of select premium white birch. Hardwood veneers must be rotary cut slip matched. Products must contain no added urea-formaldehyde resins. Provide certification of indoor air quality for particleboard and agrifiber door cores.

2.1.2 Composite-Type Fire Doors

Provide doors specified or indicated to have a fire resistance rating conforming to the requirements of UL 10B , ASTM E2226, or NFPA 252 for the class of door indicated. Affix a permanent metal label with raised or incised markings indicating testing agency's name and approved hourly fire rating to hinge edge of each door.

2.2 ACCESSORIES

2.2.1 Door Louvers

Fabricate from wood and of sizes indicated. Provide louvers with a minimum of 35 percent free air. Equip louvers with sightproof inverted vee slat type. Mount louvers in the door with flush wood moldings.

2.2.2 Door Light Openings

Provide glazed openings with the manufacturer's standard wood moldings.

Provide moldings for doors to receive natural finish of the same wood species and color as the wood face veneers. Provide moldings on the exterior doors with sloped surfaces. Lip type moldings for flush doors.

2.2.3 Additional Hardware Reinforcement

Provide the minimum lock blocks to secure the specified hardware. The measurement of top, bottom, and intermediate rail blocks are a minimum 5 inch by full core width. Comply with the manufacturer's labeling requirements for reinforcement blocking, but not mineral material similar to the core.

SECTION 08 14 00 Page 6

CERTIFIED FINAL

NM ANG Repair BCE Facility B1060 Project #: W9133L-16-D-0007-8P01 New Mexico Air National Guard

Type B3 Submittal Page 1 SECTION 08 11 13 4

2.3 FABRICATION

2.3.1 Marking

Stamp each door with a brand, stamp, or other identifying mark indicating quality and construction of the door.

2.3.2 Quality and Construction

Identify the standard on which the construction of the door was based, identify the standard under which preservative treatment was made, and identify doors having a Type I glue bond.

2.3.3 Preservative Treatment

Treat doors scheduled for restrooms, janitor closets and other possible wet locations including exterior doors with a water-repellent preservative treatment and so marketed at the manufacturer's plant.

2.3.4 Adhesives and Bonds

ANSI/WDMA I.S.1A . Use Type I bond for exterior doors and Type II bond for interior doors. Provide a nonstaining adhesive on doors with a natural finish.

2.3.5 Prefitting

Provide factory prefinished and factory prefitted doors for the specified hardware, door frame and door-swing indicated. Machine and size doors at the factory by the door manufacturer in accordance with the standards under which the doors are produced and manufactured. The work includes sizing, beveling edges, mortising, and drilling for hardware and providing necessary beaded openings for glass and louvers. Provide the door manufacturer with the necessary hardware samples, and frame and hardware schedules to coordinate the work.

2.3.6 Finishes

2.3.6.1 Field Painting

Factory prime or seal doors, and field paint.

2.3.6.2 Factory Finish

Provide doors finished at the factory by the door manufacturer as follows:

WDMA System TR-8 (UV cured acrylated polyester/urethane) or TR-2 (catalyzed lacquer) or TR-4 (conversion varnish) factory finish systems that utilize water-based stains and finishes with ultraviolet UV protection. The coating is NAAWS 3.1 premium, medium rubbed sheen, closed grain effect. Use stain when required to produce the finish specified for color. Seal edges, cutouts, trim, and wood accessories, and apply two coats of finish compatible with the door face finish. Touch-up finishes that are scratched or marred, or where exposed fastener holes are filled, in accordance with the door manufacturer's instructions. Match color and sheen of factory finish using materials compatible for field application.

2.3.6.3 Plastic Laminate Finish

Factory applied, ANSI/NEMA LD 3 , General or Specific purpose type, 0.050

SECTION 08 14 00 Page 7

CERTIFIED FINAL

NM ANG Repair BCE Facility B1060 Project #: W9133L-16-D-0007-8P01 New Mexico Air National Guard

Type B3 Submittal Page 1 SECTION 08 11 13 5 inch minimum thickness. Glue laminated plastic for hollow core doors to wood veneer, plywood, or hardboard backing to form door panel. Provide a combined thickness of laminate sheet and backing of 0.10 inch minimum.

2.3.6.4 Color

Provide door finish colors to match existing wood door color and finish.

2.3.7 Water-Resistant Sealer

Provide manufacturer's standard water-resistant sealer compatible with the specified finish.

2.4 SOURCE QUALITY CONTROL

Meet or exceed the following minimum performance criteria of stiles of "B" and "C" label fire doors utilizing standard mortise leaf hinges:

a. Cycle-slam: Heavy Duty Doors: 500,000 cycles with no loose hinge screws or other visible signs of failure when tested in accordance with the requirements of ANSI/WDMA I.S.1A .

b. Hinge loading resistance: Averages of ten test samples not less than Heavy Duty doors: 475 pounds force when tested for direct screw withdrawal in accordance with ANSI/WDMA I.S.6A using a No. 12, 1-1/4 inch long, steel, fully threaded wood screw. Drill 5/32 inch pilot hole, use 1-1/2 inch opening around screw for bearing surface, and engage screw full, except for last 1/8 inch. Do not use a steel plate to reinforce screw area.

PART 3 EXECUTION

3.1 INSTALLATION

Do not install building construction materials that show visual evidence of biological growth.

Before installation, seal top and bottom edges of doors with the approved water-resistant sealer. Seal cuts made on the job immediately after cutting using approved water-resistant sealer. Fit, trim, and hang doors with a 1/16 inch minimum, 1/8 inch maximum clearance at sides and top, and a3/16 inch minimum, 1/4 inch maximum clearance over thresholds. Provide 3/8 inch minimum, 7/16 inch maximum clearance at bottom where no threshold occurs. Bevel edges of doors at the rate of 1/8 inch in 2 inch. Door warp must not exceed 1/4 inch when measured in accordance with

ANSI/WDMA I.S.1A .

3.1.1 Fire and Smoke Doors

Install fire doors in accordance with NFPA 80 . Install smoke doors in accordance with NFPA 105 . Do not paint over labels.

-- End of Section --

SECTION 08 14 00 Page 8

CERTIFIED FINAL

NM ANG Repair BCE Facility B1060 Project #: W9133L-16-D-0007-8P01 New Mexico Air National Guard

Type B3 Submittal Page 1 SECTION 08 11 13 6

**************************************************** Amendment 0005

1DNH1 - 600A BUS, 480/277V-3PH-4W

MINIMUM BREAKER IC RATING = 35,000 RMS

SYM@ 480V, 3-PHASE

NEMA 1 ENCLOSURE

100A/3P60A/3P

500A/3P

250A/3P 30A/3P

60Y

SPD

200KA

SEE SPEC.

26 20 00

PANEL

1LNH1

SPD

100Y

INV

3.0 KVA

LIGHTING

INVERTER

150 KVA, 3PH, 3W

TRANSFORMER

PRIMARY: 480V

SECONDARY: 208Y/120V

1DNL1 - 600A BUS, 208Y/120V-3PH-4W

MINIMUM BREAKER IC RATING = 35,000 RMS

SYM@ 208V, 3-PHASE

NEMA 1 ENCLOSURE

225A/3P100A/3P

500A/3P

PANEL

1PNL1

100Y

PANEL

1PNL2

225A/3P

PANEL

1PNL3

225Y

REFER TO SPEC. SECTION 26 27 13

FOR ADDITIONAL INFORMATION.

DPM

VFD

AHU-1

70A/3P

CU-1

25A/3P

149 EXTERIOR

15A/3P

300KVA PAD MOUNTED TRANSFORMER

PRIMARY: 4160V, 3PH, 3W

SECONDARY: 277/480V, 3PH, 4W

CONCRETE PAD BY EC PER

GOVERNMENT REQUIREMENTS.

G

N

REFER TO 4/E-501 FOR

ADDITIONAL INFORMATION.

500A MAIN SERVICE

DISCONNECT

NEMA 3R ENCLOSURE

100A/3P

100Y

L

N E

PANEL

1PXL1

100Y

GENERATOR PLUG

HEAVY DUTY MIL-2292,

CLASS L, WALL MOUNTED

PLUG W/BACKBOX

100A RATED

MANUAL TRANSFER SWITCH

100A BUS, 3-POLE

208Y/120V, 3PH, 4W

10,000A WCR

NEMA 1

9.301

PANEL

1PNL3

PANEL

1PNL2

225Y

(2) SETS OF (4)#250 KCMIL,

(1)#1/0 AWG GND IN 2-1/2" C.

(2) SETS OF (4)#250 KCMIL,

(1)#1/0 AWG GND IN 2-1/2" C.

(2) SETS OF (4)#250 KCMIL,

(1)#1/0 GND IN 2-1/2" C.

100AS/

70AF

30 70

30A/3P

AC-1

60AS/

30AF

EC-1

ROOF

30AS/

15AF

15A/3P

EC-2

ROOF

30AS/

15AF

SPD

ERV-01

30AS/

25AF

15A/3P

HWP-1

15A/3P

HWP-2

CIRCUIT 7

(2)#12 AWG, (1)#12

AWG GND IN 3/4" C.

15A/3P

DCS-1

EXTERIOR

30AS/

15AF

100A/3P

SPARE

600AS/

500AF

ONE-LINE SYMBOLS

AUTOMATIC THROW OVER

AUTOMATIC TRANSFER SWITCH

LOW VOLTAGE CIRCUIT BREAKER

L

N E

ATO

CURRENT TRANSFORMER

(# DENOTES QUANTITY)

MULTI FUNCTION PROTECTIVE RELAY

DPM DIGITAL POWER METER

DRAWOUT BREAKER WITH

CURRENT LIMITING FUSE

DRAWOUT BREAKER

FUSED DISCONNECT SWITCH

G C P

GENERATOR

ST

GROUND FAULT SHUNT TRIP BREAKER

GF

GROUND FAULT SHUNT TRIP SWITCH

EARTH GROUND

K# KEY INTERLOCK

LA

LIGHTNING ARRESTORS

LOAD BREAK ELBOW

M METER

MO MOTOR OPERATOR

52 MEDIUM VOLTAGE DRAW-OUT CIRCUIT

BREAKER

MEDIUM VOLTAGE FUSED SWITCH

MEDIUM VOLTAGE SWITCH

MEDIUM VOLTAGE TERMINATION

N NEUTRAL BOND

NON-FUSED DISCONNECT SWITCH

NORMALLY CLOSED CONTACT

NORMALLY OPEN CONTACT

51 OVERCURRENT PROTECTIVE RELAY

PANELBOARD (ELEVATION VIEW)

POTENTIAL TRANSFORMER

(# DENOTES QUANTITY)

ST SHUNT TRIP

SPD SURGE PROTECTIVE DEVICE

TRANSFORMER

UNINTERRUPTIBLE POWER SUPPLY

(UPS)

UTILITY CONNECTION

LOW VOLTAGE FUSE

MPR

SHEET NO.:

SHEET CONTENTS

DO NOT SCALE DRAWINGS

M&H NO.:

DATE:

DESIGNED BY:

DRAWN BY:

CHECKED BY:

ISSUED

© Copyright This document, or any portion thereof, shall not be duplicated, disclosed, or used on any other project or extension of this project except by written agreement with Mead & Hunt, Inc. Mead & Hunt shall not be responsible for any unauthorized use of, or alteration to these documents.

67529 Main Street Richmond, MI 48060 phone: 586-727-7416 fax: 586-727-0777

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ONE-LINE DIAGRAM

NOT FOR CONSTRUCTION

4102100-170195.01

MRF

JRH

APRIL 24, 2023

MRF

NO SCALE1

ONE-LINE POWER DIAGRAM

KEYED NOTES

9.301 INTERCEPT EXISTING UNDERGROUND SERVICE FEEDER AT THIS

LOCATION AND TERMINATE TO NEW TRANSFORMER AS REQUIRED.

PROVIDE ALL NEW CONDUIT, CONDUIT ELBOWS AND FITTINGS AS

REQUIRED TO ALLOW EXISTING WIRING TO BE STUBBED UP INSIDE

NEW TRANSFORMER AND RE-TERMINATED.

3. FEEDER SIZES SHOWN ON THE RISER DIAGRAM INDICATE FEEDER AMPACITIES

AND DO NOT NECESSARILY CORRESPOND TO THE CIRCUIT BREAKER AMPACITIES.

CERTAIN FEEDERS MAY BE SIZED FOR DERATION FACTORS AND/OR OVERSIZED

FOR VOLTAGE DROP PER NEC REQUIREMENTS.

2. ALL THE CONDUCTOR AMPACITIES ARE BASED ON TABLE 310.15(B)(16) OF THE NEC

FOR COPPER CONDUCTORS (75 DEGREE CELSIUS CHART).

1. THE SCHEDULE IS A SCHEDULE OF TYPICAL FEEDERS AND SOME OF THE SIZES

MAY NOT APPLY TO THIS PROJECT.

FEEDER SCHEDULE NOTES:

800Y 800 2 3 - 500 1 - 500 1 - # 1/0 - 3 - 1/2"

800 800 2 3 - 500 - 1 - # 1/0 - 3"

700Y 700 2 3 - 500 1 - 500 1 - # 1/0 - 3-1/2"

700 700 2 3 - 500 - 1 - # 1/0 - 3"

600N 600 2 3 - 400 2 - 350 1 - # 1/0 1 - # 1/0 3 - 1/2"

600Y 600 2 3 - 350 1 - 350 1 - # 1 - 3"

600 600 2 3 - 350 - 1 - # 1 - 3"

500N 500 2 3 - 300 2- 250 1 - # 1 1 - # 1 3 - 1/2"

500Y 500 2 3 - 250 1 - 250 1 - # 2 - 3"

500 500 2 3 - 250 - 1 - # 2 - 2-1/2"

450N 450 2 3 - # 4/0 1 - # 4/0 1 - # 2 1 - # 2 2-1/2"

450Y 450 2 3 - # 4/0 1 - # 4/0 1 - # 2 - 2-1/2"

450 450 2 3 - # 4/0 - 1 - # 2 - 2"

400N 400 2 3 - # 4/0 2 - # 3/0 1 - # 1/0 1 - # 1/0 3"

400Y 400 1 3 - 500 1 - 500 1 - # 3 - 3-1/2"

400 400 1 3 - 500 - 1 - # 3 - 3"

380N 380 1 3 - 500 1 - 500 1 - # 3 1 - # 3 3-1/2"

380Y 380 1 3 - 500 1 - 500 1 - # 3 - 3-1/2"

380 380 1 3 - 500 - 1 - # 3 - 3"

350N 350 2 3 - # 3/0 2 - # 2/0 1 - # 3 1 - # 3 2-1/2"

350Y 350 1 3 - 500 1 - 500 1 - # 3 - 3-1/2"

350 350 1 3 - 500 - 1 - # 3 - 3"

300N 300 1 3 - 400 2 - 350 1 - # 3 1 - # 3 3-1/2"

300Y 300 1 3 - 350 1 - 350 1 - # 4 - 3-1/2"

300 300 1 3 - 350 - 1 - # 4 - 3"

250N 250 1 3 - 300 2 - 250 1 - # 3 1 - # 3 3-1/2"

250Y 250 1 3 - 250 1 - 250 1 - #4 - 3"

250 250 1 3 - 250 - 1 - #4 - 2-1/2"

225N 225 1 3 - 250 2 - # 4/0 1 - # 3 1 - # 3 3"

225Y 225 1 3 - # 4/0 1 - # 4/0 1 - # 4 - 2-1/2"

225 225 1 3 - # 4/0 - 1 - # 4 - 2"

200N 200 1 3 - # 4/0 2 - # 3/0 1 - # 4 1 - # 4 3"

200Y 200 1 3 - # 3/0 1 - # 3/0 1 - # 6 - 2-1/2"

200 200 1 3 - # 3/0 - 1 - # 6 - 2"

175N 175 1 3 - # 3/0 2 - # 2/0 1 - # 4 1 - # 4 2-1/2"

175Y 175 1 3 - # 2/0 1 - # 2/0 1 - # 6 - 2"

175 175 1 3 - # 2/0 - 1 - # 6 - 2"

150N 150 1 3 - # 2/0 1 - 350 1 - # 4 1 - # 4 2-1/2"

150Y 150 1 3 - # 1/0 1 - # 1/0 1 - # 6 - 2"

150 150 1 3 - # 1/0 - 1 - # 6 - 1-1/2"

125N 125 1 3 - # 1/0 1 - 250 1 - # 6 1 - # 6 2-1/2"

125Y 125 1 3 - # 1/0 1 - # 1/0 1 - # 6 - 2"

125 125 1 3 - # 1/0 - 1 - # 6 - 1-1/2"

110N 110 1 3 - # 1 1 - # 4/0 1 - # 6 1 - # 6 2"

110Y 110 1 3 - # 1 1 - # 1 1 - # 6 - 2"

110 110 1 3 - # 1 - 1 - # 6 - 1-1/2"

100N 100 1 3 - # 1 1 - # 3/0 1 - # 8 1 - # 8 2"

100Y 100 1 3 - # 1 1 - # 1 1 - # 8 - 1-1/2"

100 100 1 3 - # 1 - 1 - # 8 - 1-1/2"

80N 80 1 3 - # 3 1 - # 2/0 1 - # 8 1 - # 8 1-1/2"

80Y 80 1 3 - # 3 1 - # 3 1 - # 8 - 1-1/4"

80 80 1 3 - # 3 - 1 - # 8 - 1-1/4"

70N 70 1 3 - # 4 1 - # 1/0 1 - # 8 1 - # 8 1-1/2"

70Y 70 1 3 - # 4 1 - # 4 1 - # 8 - 1-1/4"

70 70 1 3 - # 4 - 1 - # 8 - 1-1/4"

60N 60 1 3 - # 4 1 - # 2 1 - # 10 1 - # 10 1-1/2"

60Y 60 1 3 - # 4 1 - # 4 1 - # 10 - 1-1/4"

60 60 1 3 - # 4 - 1 - # 10 - 1-1/4"

50N 50 1 3 - # 6 1 - # 3 1 - # 10 1 - # 10 1-1/4"

50Y 50 1 3 - # 6 1 - # 6 1 - # 10 - 1-1/4"

50 50 1 3 - # 6 - 1 - # 10 - 1"

45N 45 1 3 - # 6 1 - # 6 1 - # 10 1 - # 10 1"

45Y 45 1 3 - # 6 1 - # 6 1 - # 10 - 1"

45 45 1 3 - # 6 - 1 - # 10 - 1"

40N 40 1 3 - # 8 1 - # 4 1 - # 10 1 - # 10 1"

40Y 40 1 3 - # 8 1 - # 8 1 - # 10 - 1"

40 40 1 3 - # 8 - 1 - # 10 - 3/4"

35N 35 1 3 - # 8 1 - # 4 1 - # 10 1 - # 10 1"

35Y 35 1 3 - # 8 1 - # 8 1 - # 10 - 3/4"

35 35 1 3 - # 8 - 1 - # 10 - 3/4"

30N 30 1 3 - # 10 1 - # 6 1 - # 10 1 - # 10 1"

30Y 30 1 3 - # 10 1 - # 10 1 - # 10 - 3/4"

30 30 1 3 - # 10 - 1 - # 10 - 3/4"

25N 25 1 3 - # 10 1 - # 10 1 - # 10 1 - # 10 3/4"

25Y 25 1 3 - # 10 1 - # 10 1 - # 10 - 3/4"

25 25 1 3 - # 10 - 1 - # 10 - 3/4"

20N 20 1 3 - # 12 1 - # 8 1 - # 12 1 - # 12 3/4"

20Y 20 1 3 - # 12 1 - # 12 1 - # 12 - 3/4"

20 20 1 3 - # 12 - 1 - # 12 - 3/4"

PHASE NEUTRAL EQ GND ISO GND

MARK AMPACITY

NO. OF

SETS

CONDUCTOR SIZES (AWG or KCMIL) CONDUIT

SIZE

COPPER FEEDER SCHEDULE

10/31/22 TYPE B3

SUBMITTAL

5 07/27/23 AMENDMENT 005