Final Drawings 20210121.pdf

VA PROJECT NUMBER

Building Number

Drawing Number

Project Title

Date Checked Drawn

Drawing Title

Approved:

VA FORM 08-6231

A

B C

D E

21 4 5 6 7

321 4 5 6 7

A B

C D

E

Dwg. of

Location

Office of

Construction and Facilities

Management

PROJECT MANAGER:

ACG Project Number

CONSULTANTS:

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120

Cary, North Carolina 27511 www.acg-pa.com 919-858-7420

NC License #: C-1848

U.S. Department of Veterans Affairs

© COPYRIGHT Apogee Consulting Group, P.A.Revisions: Date#

REPLACE BUILDING

TRANSFORMERS

658-19-102

SALEM VA MEDICAL CENTER

1970 ROANOKE BLVD., SALEM, VA

19-194

BID DOCUMENTS

Terracon:

AMMJKMJANUARY 25, 2021

G-001

COVER

PROJECT SITE MAP PROJECT LOCATION MAP

Replace Building

Transformers

Salem VA Medical Center

1970 Roanoke Blvd, Salem, VA 24153

VA PROJECT #: 658-19-102 APOGEE PROJECT #: 19-194

DRAWING LIST

GENERAL

G-001 COVER

ELECTRICAL

E-001 ELECTRICAL NOTES, LEGENDS AND ABBREVIATIONS

ES101 OVERALL SITE MAP

E-101 POWER PLANS

E-102 POWER PLANS

1 1

E-103 POWER PLANS

E-501 DETAILS AND SCHEDULES

E-502 DETAILS AND SCHEDULES

2 7

3 7

4 7

5 7

6 7

7 7

1" = 100'

100'

100'

NORTH

DocuSign Envelope ID: 686CF183-A952-4679-ADD6-31EBA48E99CF

1/21/2021

1P

1PH

2/C

2W

3PH

A

AAP

AC

ACC

ACLG

ADO

A/E

AF

AFC

AFF

AFG

AFI

AJH

AHU

AIC

AL

ALT

AMP

APPROX

ARCH

AT

ATS

AUTO

AUX

AV

AWG

BAS

BATT

BC

BD

BFF

BLDG

BMS

BYP

C

CAB

CALC

CAP

CAT

CATV

CB

CCR

CCTV

cd

CD

CF

CKT

CLG

COAX

COMM

CONN

CONST

CONT

CONTR

COORD

CPT

CRI

CT

CTV

CTR

CU

CU FT

dB

DB

DC

DEG C

DEG F

DEMO

DEPT

DIA

DISC

DIST

DN

DS

DT

DWG

EC

EG

ELEC

ELEV

EM

EMI

EMS

EMT

EPO

EQUIP

ESMT

ETR

EX,

EXIST

FA

FAAP

FACP

FC

FCU

FIXT

FLR

FLUOR

FU

FUDS

FVR

FVNR

GAL

GALV

GC

GEN

GFI

GND

GRS

GYP BD

HID

HOA

HP

HT

HTR

HV

HVAC

IES

IG

IMC

IR

I/W

IWH

J-BOX

KV

KVA

KVAR

KW

KWH

LED

LF

LM

LRA

LT

LTG

LTNG

LV

MATV

MAX

MC

MCA

MCB

MCC

MDP

MECH

MFR

MFS

MH

MIC

MIN

MISC

MLO

MOA

MSBD

MT

MTS

MTR

NA

NC

NEC

NEMA

NFDS

NIC

NL

NO

NTS

OC

OD

OH

OL

PA

PB

PBPU

PCB

PC

PED

PEND

PF

PH

PIV

PNL

PoE

PR

PRI

PROJ

PRV

PT

PVC

PWR

QTY

RCP

RCPT

REQD

RGS

RM

RMS

RTU

SC

SEC

SF

SHT

SI

SIM

S/N

SPEC

SPKR

SP

SR

SS

SSW

STD

SURF

SW

SWBD

SYM

SYS

TC

TEL

TEL/DATA

TERM

TP

TPS

TR

T-STAT

TTB

TTC

TV

TYP

UC

UE

UG

UH

UL

UT

UTP

UTIL

UV

V

VA

VERT

VFD

VOL

W

W/

WH

W/O

WP

XFMR

XFR

Ø

C

P

L

L

ELECTRICAL ABBREVIATIONS LIST

STAINLESS STEEL

SELECTOR SWITCH

STANDARD

SURFACE MOUNTED

SWITCH

SWITCHBOARD

SYMMETRICAL

SYSTEM

TIMECLOCK

TELEPHONE

TELEPHONE/DATA

TERMINAL

TWISTED PAIR

TWISTED PAIR SHIELDED

TAMPER RESISTANT

THERMOSTAT

TELEPHONE TERMINAL BOARD

TELEPHONE TERMINAL CABINET

TELEVISION

TYPICAL

UNDER COUNTER

UNDERGROUND ELECTRICAL

UNDERGROUND

UNIT HEATER

UNDERWRITER'S LABORATORY

UNDERGROUND TELEPHONE

UNSHIELDED TWISTED PAIR

UTILITY

UNIT VENTILATOR OR

ULTRAVIOLET

VOLT

VOLT-AMPERES

VERTICAL

VARIABLE FREQUENCY DRIVE

VOLUME

WATT

WITH

WATER HEATER

WITHOUT

WEATHERPROOF

TRANSFORMER

TRANSFER

ANGLE

AT

DELTA

FEET

INCHES

NUMBER

PHASE

CENTER LINE

PLATE

MANUAL TRANSFER SWITCH

MOTOR, MOTORIZED

NOT APPLICABLE

NORMALLY CLOSED

NATIONAL ELECTRICAL CODE

NATIONAL ELECTRICAL

MANUFACTURER'S ASSOCIATION

NON-FUSED SAFETY

DISCONNECT SWITCH

NOT IN CONTRACT

NIGHT LIGHT

NORMALLY OPEN

NOT TO SCALE

ON CENTER

OUTSIDE DIAMETER

OVERHEAD

OVERLOAD

PUBLIC ADDRESS

PULL BOX OR PUSHBUTTON

PREFABRICATED BEDSIDE

PATIENT UNIT

POLYCHLORINATED BYPHENYL

PHOTOELECTRIC CELL

PEDESTAL

PENDANT

POWER FACTOR

PHASE

POST INDICATING VALVE

PANEL

POWER-OVER-ETHERNET

PAIR

PRIMARY

PROJECTION

POWER ROOF VENTILATOR

POTENTIAL TRANSFORMER

POLYVINYL CHLORIDE (CONDUIT)

POWER

QUANTITY

REFLECTED CEILING PLAN

RECEPTACLE

REQUIRED

RIGID GALVANIZED STEEL

ROOM

ROOT MEAN SQUARE

ROOF TOP UNIT

SURFACE CONDUIT

SECONDARY

SQUARE FEET/FOOT

SHEET

INTERNATIONAL SYSTEM OF UNITS

SIMILAR

SOLID NEUTRAL

SPECIFICATION

SPEAKER

SPARE

SURFACE RACEWAY

1 POLE (2P, 3P, 4P, ETC.)

1 PHASE

TWO-CONDUCTOR (3/C, 4/C, ETC.)

TWO-WIRE (3W, 4W, ETC.)

3 PHASE

AMPERE

ALARM ANNUNCIATOR PANEL

ABOVE COUNTER

AIR CONDITIONER

ALTERNATING CURRENT

ACCESSIBLE

ABOVE CEILING

AUTOMATIC DOOR OPENER

ARCHITECT/ENGINEER

AMP FRAME

AVAILABLE FAULT CURRENT

(KILOAMPS)

ABOVE FINISHED FLOOR

ABOVE FINISHED GRADE

ARC FAULT CIRCUIT

INTERRUPTER

AUTHORITY HAVING JURISDICTION

AIR HANDLING UNIT

AMPERE INTERRUPTING CAPACITY

ALUMINUM

ALTERNATE

AMPERE

APPROXIMATELY

ARCHITECT, ARCHITECTURAL

AMP TRIP

AUTOMATIC TRANSFER SWITCH

AUTOMATIC

AUXILIARY

AUDIO VISUAL

AMERICAN WIRE GAUGE

BUILDING AUTOMATION SYSTEM

BATTERY

BARE COPPER

BOARD

BELOW FINISHED FLOOR

BUILDING

BUILDING MANAGEMENT SYSTEM

BYPASS

CONDUIT

CABINET

CALCULATED

CAPACITY

CATALOG, CATEGORY

COMMUNITY ANTENNA TELEVISION

CIRCUIT BREAKER

CONTROL CONTACTOR

CLOSED CIRCUIT TELEVISION

CANDELA

CONSTRUCTION DOCUMENTS

CONTRACTOR-FURNISHED

CIRCUIT

CEILING

COAXIAL CABLE

COMMUNICATION

CONNECTION

CONSTRUCTION

CONTINUATION OR CONTINUOUS

CONTRACTOR

COORDINATE

CONTROL POWER TRANSFORMER

COLOR RENDERING INDEX

CURRENT TRANSFORMER

CABLE TELEVISION

CENTER

COPPER

CUBIC FEET

DECIBEL

DIRECT BURIAL

DIRECT CURRENT

DEGREES CELSIUS

DEGREES FAHRENHEIT

DEMOLISH/DEMOLITION

DEPARTMENT

DIAMETER

DISCONNECT

DISTRIBUTION

DOWN

SAFETY DISCONNECT SWITCH

DOUBLE THROW

DRAWING

ELECTRICAL CONTRACTOR

EQUIPMENT GROUND

ELECTRIC, ELECTRICAL

ELEVATOR

EMERGENCY

ELECTROMAGNETIC INTERFERENCE

ENERGY MANAGEMENT SYSTEM

ELECTRICAL METALLIC TUBING

EMERGENCY POWER OFF

EQUIPMENT

EASEMENT

EXISTING TO REMAIN

EXISTING

FIRE ALARM

FIRE ALARM ANNUNCIATOR PANEL

FIRE ALARM CONTROL PANEL

FOOTCANDLE

FAN COIL UNIT

FIXTURE

FLOOR

FLUORESCENT

FUSE

FUSED SAFETY DISCONNECT

SWITCH

FULL VOLTAGE REVERSING

FULL VOLTAGE NON-REVERSING

GALLON

GALVANIZED

GENERAL CONTRACTOR

GENERATOR

GROUND FAULT CIRCUIT

INTERRUPTER

GROUND

GALVANIZED RIGID STEEL

(CONDUIT)

GYPSUM BOARD

HIGH-INTENSITY DISCHARGE

HAND-OFF-AUTOMATIC

HORSEPOWER

HEIGHT

HEATER

HIGH VOLTAGE

HEATING, VENTILATING AND

AIR CONDITIONING

ILLUMINATION ENGINEERING SOCIETY

ISOLATED GROUND

INTERMEDIATE METAL CONDUIT

INFRARED

INTERLOCK WITH

INSTANTANEOUS WATER HEATER

JUNCTION BOX

KILOVOLT

KILOVOLT-AMPERE

KILOVOLT-AMPERE REACTIVE

KILOWATT

KILOWATT HOUR

LIGHT-EMITTING DIODE

LINEAR FEET/FOOT

LUMEN

LOCKED ROTOR AMPS

LIGHT

LIGHTING

LIGHTNING

LOW VOLTAGE

MASTER ANTENNA TELEVISION

SYSTEM

MAXIMUM

MECHANICAL CONTRACTOR

METAL-CLAD (CONDUIT)

MINIMUM CIRCUIT AMPACITY

MAIN CIRCUIT BREAKER

MOTOR CONTROL CENTER

MAIN DISTRIBUTION PANEL

MECHANICAL

MANUFACTURER

MAIN FUSED DISCONNECT

SWITCH

MANHOLE

MICROPHONE

MINIMUM

MISCELLANEOUS

MAIN LUGS ONLY

MULTIOUTLET ASSEMBLY

MAIN SWITCHBOARD

MOUNT

GENERAL NOTES

1. ALL ELECTRICAL DEVICES, FIXTURES, EQUIPMENT AND FEEDERS SHALL BE INSTALLED IN

ACCORDANCE WITH THE PROJECT SPECIFICATIONS, THE MANUFACTURER'S RECOMMENDED

PROCEDURES, ALL APPLICABLE LOCAL AND STATE CODES, AMERICANS WITH DISABILITIES ACT

AND WITH THE LATEST EDITION OF THE NATIONAL ELECTRICAL CODE AND VA STANDARDS.

2. PROVIDE ADDITIONAL SUPPORT FOR DEVICES, FIXTURES, EQUIPMENT AND FEEDERS WHERE THE

BUILDING CONSTRUCTION IS NOT SUITABLE FOR DIRECT MOUNTING.

3. FIRESTOP, DRAFTSTOP, SMOKESTOP AND/OR PROTECT THE ANNULAR SPACE AROUND ALL

PENETRATIONS THROUGH WALLS, PARTITIONS, FLOORS, CEILING, AND ROOFS IN ACCORDANCE

WITH THE REQUIREMENTS OF THE NATIONAL ELECTRICAL CODE, UL LISTING REQUIREMENT AND

THE APPLICABLE BUILDING CODES.

4. VERIFY CEILING SYSTEMS AND PROVIDE MOUNTING ACCESSORIES, TRIMS AND ALL REQUIRED

MOUNTING HARDWARE TO SUIT THE PARTICULAR INSTALLATION.

5. PROTECT EXISTING UNDERGROUND AND BUILDING INTERIOR UTILITIES DURING CONSTRUCTION.

6. COMPRESSION COUPLINGS SHALL BE USED FOR EMT SIZED 3/4" TO 2" AND SET SCREW

COUPLINGS WITH HARDENED STEEL SCREWS FOR EMT SIZES 2-1/2" TO 4"

7. COORDINATE ANY AND ALL WORK WITH ALL OTHER TRADES PRIOR TO INSTALLATION SO AS TO

AVOID CONFLICT DURING CONSTRUCTION.

8. ALL PANELS SHALL HAVE TYPED, COMPLETED DIRECTORIES INDICATING EQUIPMENT SERVED AND

ROOM NUMBER (AS INDICATED ON FINAL BUILDING ROOM SIGNAGE) OF EQUIPMENT LOCATION, OR

SPARE, OR SPACE.

9. MANUFACTURER'S NAME AND MODEL NUMBER ARE GIVEN FOR DESCRIPTIVE PURPOSES, TO

INDICATE A QUALITY STANDARD, AND ARE NOT INTENDED TO LIMIT PRODUCTS TO A PARTICULAR

MANUFACTURER. PRODUCTS DEEMED EQUAL AND APPROVED BY THE DESIGNER WILL BE

ACCEPTED. ALL PRODUCTS MUST COMPLY WITH "BUY AMERICAN ACT".

10. ALL FEEDERS AND CIRCUITRY SHALL BE TORQUED PER THE PANEL, BREAKER, AND/OR

PARTICULAR EQUIPMENT MANUFACTURER'S SPECIFICATIONS.

11. CIRCUITRY TO SWITCHES, RECEPTACLES, AND ALL OTHER DEVICES SHALL BE TERMINATED ON

THE DEVICE'S SCREW TERMINALS.

12. MOUNTING HEIGHTS INDICATED ARE TO CENTER OF DEVICE, OUTLET, FIXTURE, OR EQUIPMENT

UNLESS NOTED OTHERWISE.

13. ALL WIRE TERMINATIONS SHALL BE RATED FOR 75 DEGREES C OR HIGHER.

14. ALL CONDUCTORS 600V RATED AND LESS SHALL HAVE THHN/THWN INSULATION UNLESS

OTHERWISE NOTED. FOR MEDIUM VOLTAGE CABLES, INSULATION RATING SHALL BE 133%. SEE

SPECIFICATION 260513 FOR ADDITIONAL REQUIREMENTS FOR MEDIUM VOLTAGE CABLES.

15. PVC SCHEDULE 80 SHOULD BE USED.

16. ALL ELECTRICAL MATERIALS, DEVICES, APPLIANCES AND EQUIPMENT SHALL BE LABEL LISTED BY

AN APPROVED THIRD PARTY TESTING AGENCY.

17. FOR ALL LED FIXTURES, THE FIXTURE MUST BE CAPABLE OF SELF-RESETTING TO THE

SWITCHED/CONTROLLED STATE DURING ANY FLUCTUATION IN POWER SUPPLY WHERE

AUTOMATIC PROTECTIVE MEASURES DISABLE THE LED LAMPS. PROVIDE A LETTER OR

STATEMENT FROM THE MANUFACTURER, OR OTHER ACCEPTABLE PROOF, THAT ALL LED

FIXTURES, WITH OR WITHOUT BROWNOUT PROTECTION, WILL RETURN TO THE

SWITCHED/CONTROLLED STATE AUTOMATICALLY. PROVIDE STATEMENT WITH THE FIXTURE

SUBMITTALS.

18. IN CASE OF CONFLICTS OR DISCREPANCIES WITHIN OR AMONG THE CONTRACT DRAWINGS, THE

BETTER QUALITY, MORE STRINGENT REQUIREMENTS OR GREATER QUANTITY OF WORK , AS

DETERMINED BY THE GOVERNMENT, SHALL BE PROVIDED.

19. ANY AND ALL ISOLATED GROUNDING SYSTEMS, IF PRESENT, ARE TO BE MAINTAINED AND

ISOLATED.

20. ALL TRANSFORMER REPLACEMENTS MAY OCCUR ON THE WEEKEND.

21. VERIFY VOLTAGE AND PHASE ROTATION BEFORE RE-ENERGIZING BUILDING FROM NEW

TRANSFORMER.

COR VA CONTRACTING OFFICER'S

REPRESENTATIVE

PHASING PLAN

THE GOAL OF THE PHASING PLAN IS TO EFFICIENTLY EXECUTE THE

CONSTRUCTION OF THIS PROJECT WHILE MAINTAINING A HIGHLY

RELIABLE POWER SYSTEM THAT ALLOWS THE MEDICAL CENTER TO

OPERATE NORMALLY, MINIMIZING OUTAGES AND DISRUPTIONS TO THE

MEDICAL CENTER OPERATIONS.

THE LIST BELOW IS BROKEN INTO TASKS, SOME OF WHICH MAY BE ABLE

TO BE PERFORMED CONCURRENTLY. THE CONTRACTOR SHALL BE

RESPONSIBLE FOR DEVELOPING A DETAILED PROJECT SCHEDULE THAT,

UPON THE APPROVAL OF THE MEDICAL CENTER, IMPLEMENTS THIS

PHASING PLAN.

REPLACEMENT OF SINGLE ENDED MEDIUM VOLTAGE SWITCHBOARDS

T-ESS1, T-ESS2, T-ESS3, ESS1, ESS2 AND ESS3. ONLY ONE

SWITCHBOARD IS TO BE REPLACED AT A TIME.

TASK 1 – PROVIDE AND INSTALL TEMPORARY SWITCHBOARD FOR

EXISTING LOADS IN SWITCHBOARD TO BE REPLACED. TEMPORARY

SWITCHBOARD SHALL BE RATED TO MATCH EXISTING AND PROVIDED

WITH THE NECESSARY OVER CURRENT PROTECTION FOR THE EXISTING

LOADS WITHIN THE EXISTING SWITCHGEAR.

TASK 2 – PROVIDE GENERATOR AND CABLING TO PROVIDE POWER TO

THE TEMPORARY SWITCHGEAR WHILE EXISTING SWITCHGEAR IS BEING

REPLACED. GENERATOR SHALL BE SIZED TO HANDLE FULL LOAD OF

EXISTING SWITHGEAR.

TASK 3 – THIS TASK CAN BE DONE BEFORE OR IN CONJUCTION WITH

TASK 4. PROVIDE AND INSTALL JUNCTION BOXES, AS NECESSARY FOR

THE MIGRATION OF THE EXISTING LOADS FROM THE SWITCHBOARD

BEING REPLACED TO THE TEMPORARY SWITCHBOARD.

TASK 4 – DE-ENERGIZE EXISTING SWITCHBOARD AND MIGRATE EXISTING

LOADS TO TEMPORARY SWITCHBOARD.

TASK 5 – ENERGIZE TEMPORARY SWITCHBOARD AND VERIFY EXISTING

LOADS ARE ENERGIZED. TEMPORARY SWITCHBOARD WILL NEED TO BE

ENERGIZED FOR THE DURATION OF TASK 6. IF REFUELING IS NECESSARY

FOR THE GENERATOR, COORDINATE THIS TASK WITH APPROPRIATE VA

PERSONEL WELL IN ADVANCE OF ACTUAL REFUELING.

TASK 6 – REPLACE EXISTING SWITCHBOARD WITH NEW SWITCHBOARD

AS SPECFIED IN THE CONSTRUCTION DRAWINGS.

TASK 7 – ONCE THE NEW SWITCHBOARD AND ALL SUPPORTING

OVERCURRENT PROTECTION AND SWITCHES HAVE BEEN INSTALLED.

DE-ENERGIZE THE TEMPORARY SWITCHGEAR AND TRANSFER EXISTING

LOADS TO NEW GEAR.

TASK 8 – REPEAT FOR THE REMAINING SWITCHGEAR TO BE REPLACED.

REPLACEMENT OF BUILDING TRANSFORMERS.

TASK 1 – SCHEDULE AND COORDINATE BUILDING (OR BUILDINGS)

OUTAGE WITH APPROPRIATE VA PERSONEL.

TASK 2 – IF BUILDING (OR BUILDINGS) CAN NOT BE WITHOUT POWER FOR

THE DURATION OF THE TRANFORMER REPLACEMENT PROVIDE

TEMPORATY GENERATOR BACKUP POWER FOR THE BUILDING.

GENERATOR SHALL BE SIZED TO PROVIDE FULL LOAD TO BUILDING (OR

BUILDINGS) GENERATOR SHALL BE IN PLACE AND ALL TEMPORARY

CONNECTIONS READY PRIOR TO DE-ENERGIZING THE BUILDING

TRANSFORMER.

TASK 3 – ALL SUPPORTING EQUIPMENT, NEW TRANSFORMER, LINE

TRUCK, CRANE, ETC., NECESSARY FOR THE BUILDING TRANSFORMER

REPLACMENT SHALL BE ONSITE AND IN PLACE PRIOR TO TASK 4.

TASK 4 – DE-ENERGIZE BUILDING TRANSFORMER BY PULLING THE

APPROPRIATE LOAD BREAK ELBOW IN THE ASSOCIATED PEDESTAL

JUNCTION BOX (PJB). VERIFY CORRECT TRANSFORMER WAS

DE-ENERGIZED AND TRANSFER BUILDING POWER TO GENERATOR IF

NECESSARY.

TASK 5 – REMOVE AND REPLACE BUILDING TRANSFORMER AS SPECFIED

IN THE CONSTRUCTION DRAWING.

TASK 6 – ONCE THE BUILDING TANSFORMER HAS BEEN REPLACED,

DE-ENERGIZE THE GENERATOR IF USED AND RE-ENERGIZE BUILDING

WITH NEW TRANSFORMER.

TASK 7 – REPEAT FOR REMAINING BUILDING TRANSFORMERS TO BE

REPLACED.

PROVIDE TO THE VA, PRIOR TO THE BEGINNING OF ANY CONSTRUCTION:

TWENTY (20) 12/2 WITH GROUND, 20 FOOT EXTENSION CORDS.

TWENTY (20) 12/2 WITH GROUND, 50 FOOT EXTENSION CORDS.

TEN (10) SURGE PROTECTORS, WHICH MEET OR EXCEED THE GE SURGE PROTECTOR PRO GRAINGER

NUMBER - 53TZ12.

THIS EQUIPMENT SHALL BECOME THE PROPERTY OF THE VA AT THE COMPLETION OF THE PROJECT.

VA PROJECT NUMBER

Building Number

Drawing Number

Project Title

Date Checked Drawn

Drawing Title

Approved:

VA FORM 08-6231

A

B C

D E

21 4 5 6 7

321 4 5 6 7

A B

C D

E

Dwg. of

Location

Office of

Construction and Facilities

Management

PROJECT MANAGER:

ACG Project Number

CONSULTANTS:

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120

Cary, North Carolina 27511 www.acg-pa.com 919-858-7420

NC License #: C-1848

U.S. Department of Veterans Affairs

© COPYRIGHT Apogee Consulting Group, P.A.Revisions: Date#

REPLACE BUILDING

TRANSFORMERS

658-19-102

SALEM VA MEDICAL CENTER

1970 ROANOKE BLVD., SALEM, VA

19-194

BID DOCUMENTS

Terracon:

AMMJKMJANUARY 25, 2021

E-001

ELECTRICAL NOTES, LEGENDS AND

ABBREVIATIONS

PJB5

PJB3

PJB4

PJB7

PJB6

PJB1

PJB2

TR10

TR168

TR8-1

TR8-2

TR11

TR12

TR14

TR16

TR15

TR13-1

TR9

TR130

TR7

TR5

TR75

TR74

TR76

TR77

TR1

TR2-1

TR4-4

TR2A-2

TR2A-1

TR13-3

TWO EXISTING SWITCHBOARDS

TO BE REPLACED

VA PROJECT NUMBER

Building Number

Drawing Number

Project Title

Date Checked Drawn

Drawing Title

Approved:

VA FORM 08-6231

A

B C

D E

21 4 5 6 7

321 4 5 6 7

A B

C D

E

Dwg. of

Location

Office of

Construction and Facilities

Management

PROJECT MANAGER:

ACG Project Number

CONSULTANTS:

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120

Cary, North Carolina 27511 www.acg-pa.com 919-858-7420

NC License #: C-1848

U.S. Department of Veterans Affairs

© COPYRIGHT Apogee Consulting Group, P.A.Revisions: Date#

REPLACE BUILDING

TRANSFORMERS

658-19-102

SALEM VA MEDICAL CENTER

1970 ROANOKE BLVD., SALEM, VA

19-194

BID DOCUMENTS

Terracon:

AMMJKMJANUARY 25, 2021

ES101

OVERALL SITE MAP

1" = 100'

100'

100'

E-103

OVERALL SITE MAP

1" = 100'

NORTH

E-103

E-103

E-102

E-102

E-102

E-102

E-102

E-102

E-101

E-501

E-101

E-101

E-101

E-103

E-101

NOTE: EACH TRANSFORMER CAN BE ISOLATED BY PULLING THE 200A LOAD BREAK ELBOW IN

THE PJB CABINETS LOCATED AROUND THE FACILITY. THERE ARE A FEW TRANSFORMERS

THAT ARE FEED THRU SO A SINGLE TRANSFORMER WILL DE-ENERGIZE MULTIPLE BUILDINGS.

TR13-3 IS THE ONLY TRANSFORMER THAT IS SERVED BY SWITCHING CABINET. NOTE THAT

ALL SHUTDOWNS ARE TO BE PREFORMED ON WEEKENDS.

DocuSign Envelope ID: 686CF183-A952-4679-ADD6-31EBA48E99CF

1/21/2021

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SWITCH GEAR

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SWITCH GEAR

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GV

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RIP-RAP

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BASEBALL FIELD

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TENNIS COURT

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PILE

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TR14

TR16

TR13-3

TR10

TR2-1

VA PROJECT NUMBER

Building Number

Drawing Number

Project Title

Date Checked Drawn

Drawing Title

Approved:

VA FORM 08-6231

A

B C

D E

21 4 5 6 7

SHEET NOTES:

KEY NOTES:

321 4 5 6 7

A B

C D

E

Dwg. of

Location

Office of

Construction and Facilities

Management

PROJECT MANAGER:

ACG Project Number

CONSULTANTS:

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120

Cary, North Carolina 27511 www.acg-pa.com 919-858-7420

NC License #: C-1848

U.S. Department of Veterans Affairs

© COPYRIGHT Apogee Consulting Group, P.A.Revisions: Date#

REPLACE BUILDING

TRANSFORMERS

658-19-102

SALEM VA MEDICAL CENTER

1970 ROANOKE BLVD., SALEM, VA

19-194

BID DOCUMENTS

Terracon:

AMMJKMJANUARY 25, 2021

E-101

POWER PLANS

NORTH

PLAN

0 4 8 16

BUILDING 14 - POWER PLAN

1/8" = 1'-0"

BUILDING 16 - POWER PLAN

1/8" = 1'-0"

BUILDING 13 - POWER PLAN

1/8" = 1'-0"

BUILDING 10 - POWER PLAN

1/8" = 1'-0"

BUILDING 2 - POWER PLAN

1/8" = 1'-0"

2,10,13,14,16

1. REPLACE EXISTING MEDIUM VOLTAGE

TRANSFORMERS WITH NEW DUAL VOLTAGE

MEDIUM VOLTAGE TRANSFORMERS AS

INDICATED. SEE SHEET E-501 FOR ADDITIONAL

INFORMATION FOR TRANSFORMERS.

2. ALL NEW TRANSFORMERS ARE TO BE INSTALLED

ON EXISTING TRANSFORMER PADS.

CONTRACTOR TO COORDINATE NEW

TRANSFORMER, EXISTING TRANSFORMER PADS

AND INCOMING CONDUCTOR ENTRYWAY.

1. SEE TRANSFORMER SCHEDULE ON SHEET E-501

FOR REPLACEMENT TRANSFORMER SPECIFICS.

2. EXISTING ELECTRICAL EQUIPMENT TO REMAIN.

3. EXISTING MANHOLE TO REMAIN.

NORTH

PLAN

0 4 8 160

NORTH

PLAN

0 4 8 16

NORTH

PLAN

0 4 8 16 0

NORTH

PLAN

0 4 8 16

DocuSign Envelope ID: 686CF183-A952-4679-ADD6-31EBA48E99CF

1/21/2021

AutoCAD SHX Text

CONC

AutoCAD SHX Text E

AutoCAD SHX Text

CONC

AutoCAD SHX Text E

AutoCAD SHX Text

CONC

X

TR77

TR76

TR75

TR168

TR8-2

TR74

VA PROJECT NUMBER

Building Number

Drawing Number

Project Title

Date Checked Drawn

Drawing Title

Approved:

VA FORM 08-6231

A

B C

D E

21 4 5 6 7

SHEET NOTES:

KEY NOTES:

321 4 5 6 7

A B

C D

E

Dwg. of

Location

Office of

Construction and Facilities

Management

PROJECT MANAGER:

ACG Project Number

CONSULTANTS:

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120

Cary, North Carolina 27511 www.acg-pa.com 919-858-7420

NC License #: C-1848

U.S. Department of Veterans Affairs

© COPYRIGHT Apogee Consulting Group, P.A.Revisions: Date#

REPLACE BUILDING

TRANSFORMERS

658-19-102

SALEM VA MEDICAL CENTER

1970 ROANOKE BLVD., SALEM, VA

19-194

BID DOCUMENTS

Terracon:

AMMJKMJANUARY 25, 2021

E-102

POWER PLANS

NORTH

PLAN

0 4 8 16

BUILDING 77 - POWER PLAN

1/8" = 1'-0"

BUILDING 76 - POWER PLAN

1/8" = 1'-0"

BUILDING 75 - POWER PLAN

1/8" = 1'-0"

BUILDING 168 - POWER PLAN

1/8" = 1'-0"

BUILDING 170 - POWER PLAN

1/8" = 1'-0"

BUILDING 74 - POWER PLAN

1/8" = 1'-0"

74,75,76,77,168,170

1. REPLACE EXISTING MEDIUM VOLTAGE

TRANSFORMERS WITH NEW DUAL VOLTAGE

MEDIUM VOLTAGE TRANSFORMERS AS

INDICATED. SEE SHEET E-501 FOR ADDITIONAL

INFORMATION FOR TRANSFORMERS.

2. ALL NEW TRANSFORMERS ARE TO BE INSTALLED

ON EXISTING TRANSFORMER PADS.

CONTRACTOR TO COORDINATE NEW

TRANSFORMER, EXISTING TRANSFORMER PADS

AND INCOMING CONDUCTOR ENTRYWAY.

1. SEE TRANSFORMER SCHEDULE ON SHEET E-501

FOR REPLACEMENT TRANSFORMER SPECIFICS.

2. EXISTING ELECTRICAL EQUIPMENT TO REMAIN.

3. REPLACE 500 kCML CONDUCTORS FROM

TRANSFORMER 168 TO THE SERVICE ENTRANCE

TO BUILDING 168, APPROXIMATELY 70 FEET

TOTAL DISTANCE. ALL WORK MUST BE DONE

OVER THE WEEKEND.

NORTH

PLAN

0 4 8 16

NORTH

PLAN

0 4 8 16

NORTH

PLAN

0 4 8 16 0

NORTH

PLAN

0 4 8 16 0

NORTH

PLAN

0 4 8 16

DocuSign Envelope ID: 686CF183-A952-4679-ADD6-31EBA48E99CF

1/21/2021

AutoCAD SHX Text

CONC

AutoCAD SHX Text

CONC

TESS3

TSS3

EXTERIOR

OF

BUILDING

EXTERIOR

OF

BUILDING

TESS2

TSS2

EXTERIOR

OF

BUILDING

TESS1

TSS1

EXTERIOR

OF

BUILDING

TR2A-2

TR2A-1

EXTERIOR

OF

BUILDING

EXTERIOR

OF

BUILDING

VA PROJECT NUMBER

Building Number

Drawing Number

Project Title

Date Checked Drawn

Drawing Title

Approved:

VA FORM 08-6231

A

B C

D E

21 4 5 6 7

SHEET NOTES:

KEY NOTES:

321 4 5 6 7

A B

C D

E

Dwg. of

Location

Office of

Construction and Facilities

Management

PROJECT MANAGER:

ACG Project Number

CONSULTANTS:

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120

Cary, North Carolina 27511 www.acg-pa.com 919-858-7420

NC License #: C-1848

U.S. Department of Veterans Affairs

© COPYRIGHT Apogee Consulting Group, P.A.Revisions: Date#

REPLACE BUILDING

TRANSFORMERS

658-19-102

SALEM VA MEDICAL CENTER

1970 ROANOKE BLVD., SALEM, VA

19-194

BID DOCUMENTS

Terracon:

AMMJKMJANUARY 25, 2021

E-103

POWER PLANS

NORTH

PLAN

0 4 8 16

1/8" = 1'-0"

1/8" = 1'-0"

BUILDING 143 BASEMENT -

TRANSFORMER RM 2 BD-122 POWER PLAN

BUILDING 143 BASEMENT -

TRANSFORMER RM BF-117 POWER PLAN

1. EXISTING GE AV-LINE MEDIUM VOLTAGE SINGLE

ENDED 800A SWITCHBOARD. REPLACE AS SHOWN.

480Y/277V SECONDARY DISTRIBUTION. SEE

ELEVATIONS FOR MORE INFORMATION.

2. EXISTING GE AV-LINE MEDIUM VOLTAGE SINGLE

ENDED 1200A SWITCHBOARD. REPLACE AS

SHOWN. 480Y/277V SECONDARY DISTRIBUTION.

SEE ELEVATIONS FOR MORE INFORMATION.

3. SEE TRANSFORMER SCHEDULE ON SHEET E-501

FOR REPLACEMENT TRANSFORMER SPECIFICS.

4. LOCATION FOR INCOMING TEMPORARY POWER

FEEDS FOR TEMPORARY SWITCHBOARD.

5. SEE ENLARGED DETAIL 1 ON SHEET E-502.

6. SEE ENLARGED DETAIL 2 ON SHEET E-502.

7. SEE ENLARGED DETAIL 3 ON SHEET E-502.

8. SEE ENLARGED DETAIL 4 ON SHEET E-502.

9. SEE ENLARGED DETAIL 5 ON SHEET E-502.

10. SEE ENLARGED DETAIL 6 ON SHEET E-502.

11. PROPOSED LOCATION FOR TEMPORARY

SWITCHGEAR DURING SWITCHGEAR

REPLACEMENT.

12. 600V RATED 1600A, 3P, NEMA 3R FUSIBLE

DISCONNECT SWITCH. INTERCEPT EXISTING

FEEDER TO EXISTING 480V SWITCHBOARD AND

INSTALL DISCONNECT UPSTREAM OF

SWITCHBOARD AS SHOWN.

13. 240V RATED 1600A, 3P, NEMA 3R FUSIBLE

DISCONNECT SWITCH. INTERCEPT EXISTING

FEEDER TO EXISTING 208V SWITCHBOARD AND

INSTALL DISCONNECT UPSTREAM OF

SWITCHBOARD AS SHOWN.

A. REPLACE EXISTING MEDIUM VOLTAGE

SWITCHGEAR, TRANSFORMER AND DISTRIBUTION

SECTION, AS INDICATED.

B. ALL NEW TRANSFORMERS ARE TO BE INSTALLED

ON EXISTING TRANSFORMER PADS.

CONTRACTOR TO COORDINATE NEW

TRANSFORMER, EXISTING TRANSFORMER PADS

AND INCOMING CONDUCTOR ENTRYWAY.

NORTH

PLAN

0 4 8 16 0

NORTH

PLAN

0 4 8 16

1/8" = 1'-0"

BUILDING 143 BASEMENT -

TRANSFORMER RM 4 BG-121 POWER PLAN

NORTH

PLAN

0 4 8 16

1/8" = 1'-0"

BUILDING 2A - POWER PLAN

DocuSign Envelope ID: 686CF183-A952-4679-ADD6-31EBA48E99CF

1/21/2021

AutoCAD SHX Text

TRANSFORMER RM 4

AutoCAD SHX Text

BG-121

AutoCAD SHX Text

SWITCH BOARD

AutoCAD SHX Text

BG-121A

AutoCAD SHX Text

TELE / SIGNAL

AutoCAD SHX Text

BG-120

AutoCAD SHX Text

CORRIDOR

AutoCAD SHX Text

CB-42

AutoCAD SHX Text

CORRIDOR

AutoCAD SHX Text

CB-41

AutoCAD SHX Text

SWITCH BOARD RM

AutoCAD SHX Text

BF-117A

AutoCAD SHX Text

TRANSFORMER RM

AutoCAD SHX Text

BF-117

AutoCAD SHX Text

CLEAN SUPPLY

AutoCAD SHX Text

BD-117B

AutoCAD SHX Text

ELECTRICAL

AutoCAD SHX Text

BD-122A

AutoCAD SHX Text

TRANSFORMER RM 2

AutoCAD SHX Text

BD-122

AutoCAD SHX Text

A&MM WAREHOUSE

AutoCAD SHX Text

EXIT

AutoCAD SHX Text

TO BLDG 2A

AutoCAD SHX Text

OPEN OUTSIDE AREA WAY

EXISTING TRANSFORMER NEW TRANSFORMER

TRANSFORMER

NAME

SIZE

(KVA)

PRIMARY

VOLTAGE

SECONDARY

VOLTAGE

%Z

(IMPEDANCE)

SIZE

(KVA)

PRIMARY

VOLTAGE

SECONDARY

VOLTAGE

MINIMUM

%Z

(IMPEDANCE)

TR13-3

KVA

4160V 480Y/277V 5.49%Z

KVA

5.49%Z

TR74

KVA

4160V 208Y/120V 3.90%Z 500 KVA 3.90%Z

TR75

KVA

4160V 208Y/120V 6.22%Z 500 KVA 6.22%Z

TR76

KVA

4160V 208Y/120V 5.78%Z 300 KVA 5.78%Z

TR77

KVA

4160V 208Y/120V 6.22%Z 500 KVA 6.22%Z

TR2-1

KVA

4160V 480Y/277V 5.50%Z 750 KVA 5.50%Z

TR2A-1

KVA

4160V 208Y/120V 5.00%Z 500 KVA 5.00%Z

TR2A-2

KVA

4160V 480Y/277V 4.60%Z 500 KVA 4.60%Z

TESS3

KVA

4160V 480Y/277V 4.92%Z 300 KVA 4.92%Z

TESS2

KVA

4160V 480Y/277V 5.49%Z 750 KVA 5.49%Z

TESS1

KVA

4160V 480Y/277V 5.53%Z 750 KVA 5.53%Z

TSS3

KVA

4160V 480Y/277V 5.55%Z 750 KVA 5.55%Z

TSS2

KVA

4160V 480Y/277V 5.52%Z 750 KVA 5.52%Z

TSS1

KVA

4160V 480Y/277V 5.64%Z 750 KVA 5.64%Z

TR10

KVA

4160V 208Y/120V 3.98%Z 500 KVA 3.98%Z

TR14

KVA

4160V 208Y/120V 5.78%Z 300 KVA 5.78%Z

TR168

KVA

4160V 208Y/120V 5.78%Z 300 KVA 5.78%Z

TR16

112.5

KVA

4160V 208Y/120V 3.25%Z 112.5 KVA 3.25%Z

TR8-2

(BUILDING 170)

KVA

4160V 208Y/120V 4.90%Z 300 KVA 4.90%Z

12,470/4160 DUEL

VOLTAGE (SET TO

4160V AT FACTORY)

12,470/4160 DUEL

VOLTAGE (SET TO

4160V AT FACTORY)

12,470/4160 DUEL

VOLTAGE (SET TO

4160V AT FACTORY)

12,470/4160 DUEL

VOLTAGE (SET TO

4160V AT FACTORY)

12,470/4160 DUEL

VOLTAGE (SET TO

4160V AT FACTORY)

12,470/4160 DUEL

VOLTAGE (SET TO

4160V AT FACTORY)

12,470/4160 DUEL

VOLTAGE (SET TO

4160V AT FACTORY)

12,470/4160 DUEL

VOLTAGE (SET TO

4160V AT FACTORY)

12,470/4160 DUEL

VOLTAGE (SET TO

4160V AT FACTORY)

12,470/4160 DUEL

VOLTAGE (SET TO

4160V AT FACTORY)

12,470/4160 DUEL

VOLTAGE (SET TO

4160V AT FACTORY)

12,470/4160 DUEL

VOLTAGE (SET TO

4160V AT FACTORY)

12,470/4160 DUEL

VOLTAGE (SET TO

4160V AT FACTORY)

12,470/4160 DUEL

VOLTAGE (SET TO

4160V AT FACTORY)

12,470/4160 DUEL

VOLTAGE (SET TO

4160V AT FACTORY)

12,470/4160 DUEL

VOLTAGE (SET TO

4160V AT FACTORY)

12,470/4160 DUEL

VOLTAGE (SET TO

4160V AT FACTORY)

12,470/4160 DUEL

VOLTAGE (SET TO

4160V AT FACTORY)

12,470/4160 DUEL

VOLTAGE (SET TO

4160V AT FACTORY)

TRANSFORMER SCHEDULE

480Y/277V

208Y/120V

208Y/120V

208Y/120V

208Y/120V

480Y/277V

208Y/120V

480Y/277V

480Y/277V

480Y/277V

480Y/277V

480Y/277V

480Y/277V

480Y/277V

208Y/120V

208Y/120V

208Y/120V

208Y/120V

208Y/120V

NOTE 1: ALL ESS AND SS UNITIZED SUBSTATIONS HAVE AN INPUT SELECTOR SWITCH, GE AIR-INTERRUPTER GEK-73003. ALL NEW GEAR WHICH

REPLACES THE EXISTING SHALL HAVE THE SAME CAPABILITIES.

NOTE 2: RELABEL ALL INSTANCES OF TR8-2 TO TR170 UPON COMPLETION OF PROJECT.

SEE NOTE 2

SEE NOTE 1

SEE NOTE 1

SEE NOTE 1

SEE NOTE 1

SEE NOTE 1

SEE NOTE 1

PJB7-200A

LOADBREAK

ELBOW

SWITCH

LOCATION

SWITCHING

CABINET

PJB7-200A

LOADBREAK

ELBOW

PJB7-200A

LOADBREAK

ELBOW

PJB7-200A

LOADBREAK

ELBOW

PJB6-200A

LOADBREAK

ELBOW

PJB5-200A

LOADBREAK

ELBOW

PJB5-200A

LOADBREAK

ELBOW

PJB5-200A

LOADBREAK

ELBOW

PJB5-200A

LOADBREAK

ELBOW

PJB5-200A

LOADBREAK

ELBOW

PJB3-200A

LOADBREAK

ELBOW

PJB3-200A

LOADBREAK

ELBOW

PJB3-200A

LOADBREAK

ELBOW

PJB2-200A

LOADBREAK

ELBOW

PJB4-200A

LOADBREAK

ELBOW

PJB1-200A

LOADBREAK

ELBOW

PJB4-200A

LOADBREAK

ELBOW

PJB2-200A

LOADBREAK

ELBOW

TAP TO TR4-4

TAP TO

TR2A-2

TAP TO

TR2A-1

TAP TO PJB3

T-SS2 VIA

ATS

TAP TO PJB3

T-SS1 VIA

ATS

TAP TO TR11

TAP TO TR16

TAP TO TR14

TAP TO TR8-1

TAP TO PJB3

T-SS3 VIA

ATS

SOURCE

NOTES

1. FLOOR OR WALL ASSEMBLY - MIN 4-1/2 IN. (114 MM) THICK LIGHTWEIGHT OR NORMAL WEIGHT (100-150 PCF

OR 1600-2400 KG/M3) CONCRETE. WALL MAY ALSO BE CONSTRUCTED OF ANY UL CLASSIFIED CONCRETE

BLOCKS*. MAX DIAM OF CIRCULAR THROUGH OPENING IS 32-1/2 IN. (826 MM).

SEE CONCRETE BLOCKS (CAZT) CATEGORY IN THE FIRE RESISTANCE DIRECTORY FOR NAMES OF

MANUFACTURERS.

1A. STEEL SLEEVE (OPTIONAL, NOT SHOWN) - NOM 12 IN. (305 MM) DIAM (OR SMALLER) SCHEDULE 40 (OR

HEAVIER) STEEL PIPE SLEEVE CAST INTO CONCRETE FLOOR OR WALL. SLEEVE TO BE FLUSH WITH OR

PROJECT MAX 2 IN. (51MM) FROM TOP SURFACE OF FLOOR OR FROM BOTH SURFACES OF WALL.

2. THROUGH PENETRANT - ONE METALLIC PIPE, CONDUIT OR TUBING INSTALLED EITHER CONCENTRICALLY

OR ECCENTRICALLY WITHIN THE FIRESTOP SYSTEM. THE ANNULAR SPACE BETWEEN PIPE, CONDUIT OR

TUBING AND PERIPHERY OF OPENING SHALL BE MIN OF 0 IN. (0 MM)(POINT CONTACT) TO MAX 1-3/8 IN. (35 MM).

PIPE, CONDUIT OR TUBING TO BE RIGIDLY SUPPORTED ON BOTH SIDES OF WALL ASSEMBLY. THE FOLLOWING

TYPES AND SIZES OF METALLIC PIPES, CONDUITS OR TUBING MAY BE USED:

A. STEEL PIPE - NOM 30 IN. (762 MM) DIAM (OR SMALLER) SCHEDULE 10 (OR HEAVIER) STEEL PIPE.

A1. IRON PIPE - NOM 30 IN. (762 MM) DIAM (OR SMALLER) CAST OR DUCTILE IRON PIPE.

B. CONDUIT - NOM 6 IN. (152 MM) DIAM (OR SMALLER) RIGID STEEL CONDUIT.

C. CONDUIT - NOM 4 IN. (102 MM) DIAM (OR SMALLER) STEEL ELECTRICAL METALLIC TUBING.

3. PACKING MATERIAL - POLYETHYLENE BACKER ROD OR NOM 1 IN. (25 MM) THICKNESS OF TIGHTLY-PACKED

CERAMIC (ALUMINA SILICA) FIBER BLANKET, MINERAL WOOL BATT OR GLASS FIBER INSULATION MATERIAL

USED AS A PERMANENT FORM. PACKING MATERIAL TO BE RECESSED FROM TOP SURFACE OF FLOOR OR

FROM BOTH SURFACES OF SOLID CONCRETE OR CONCRETE BLOCK WALL AS REQUIRED TO ACCOMMODATE

THE REQUIRED THICKNESS OF CAULK FILL MATERIAL (ITEM 4). AS AN ALTERNATE WHEN MAX PIPE SIZE IS 10

IN. (254 MM) DIAM AND WHEN MAX ANNULAR SPACE IS 1 IN. (25 MM), A MIN 1 IN. (25 MM) THICKNESS OF

TIGHTLY-PACKED CERAMIC FIBER BLANKET OR MINERAL WOOL BATT PACKING MATERIAL MAY BE RECESSED

MIN 1/2 IN. (13 MM) FROM BOTTOM SURFACE OF FLOOR OR FROM EITHER SIDE OF SOLID CONCRETE WALL.

4. FILL,VOID OR CAVITY MATERIALS* - CAULK OR SEALANT - APPLIED TO FILL THE ANNULAR SPACE TO THE

MIN THICKNESS SHOWN IN THE FOLLOWING TABLE:

(A) BR = POLYETHYLENE BACKER ROD.

CF = CERAMIC FIBER BLANKET.

GF = GLASS FIBER INSULATION.

MW = MINERAL-WOOL BATT.

(B) CAULK INSTALLED FLUSH WITH TOP SURFACE OF FLOOR OR BOTH SURFACES OF WALL.

(C) CAULK INSTALLED FLUSH WITH BOTTOM SURFACE OF FLOOR OR ONE SURFACE OF SOLID (NON-

CONCRETE BLOCK) WALL.

3M COMPANY - CP 25WB+ CAULK OR FB-3000 WT SEALANT.

(NOTE: W RATING APPLIES ONLY WHEN FB-3000 WT SEALANT IS USED.)

*BEARING THE UL CLASSIFICATION MARKING

MAX PIPE DIAM

IN. (MM)

10 (254)

10 (254)

30 (762)

MAX ANNULAR

SPACE IN. (MM)

1 (25)

1 (25)

2-1/2 (64)

PACKING MATL

TYPE (a)

BR, CF, GF OR MW

CF OR MW

BR, CF, GF OR MW

MIN. CAULK THKNS

IN. (MM)

1/2 (13) (b)

1/2 (13) (c)

1 (25) (b)

System No. C-AJ-1001

June 15, 2005

F Rating - 3 Hr

T Rating - 0 Hr

W Rating - Class I (See Item 4)

SECTION A-A

4 1

A

A

1. WALL ASSEMBLY - THE 1, 2, 3 OR 4 HR FIRE-RATED GYPSUM WALLBOARD/STUD WALL ASSEMBLY SHALL BECONSTRUCTED

OF THE MATERIALS AND IN THE MANNER DESCRIBED IN THE INDIVIDUAL U300 OR U400 SERIES WALL OR PARTITION

DESIGNS IN THE UL FIRE RESISTANCE DIRECTORY AND SHALL INCLUDE THE FOLLOWING CONSTRUCTION FEATURES:

A. STUDS - WALL FRAMING MAY CONSIST OF EITHER WOOD STUDS (MAX 2 HR FIRE RATED ASSEMBLIES) OR STEEL

CHANNEL STUDS. WOOD STUDS TO CONSIST OF NOM 2 BY 4 IN. (51 BY 102 MM) LUMBER SPACED 16 IN. (406 MM) OC

WITH NOM 2 BY 4 IN. (51 BY 102 MM) LUMBER END PLATES AND CROSS BRACES. STEEL STUDS TO BE MIN 3-5/8 IN. (92 MM)

WIDE BY 1-3/8 IN. (35 MM) DEEP CHANNELS SPACED MAX 24 IN. (610 MM) OC.

B. GYPSUM BOARD* - NOM 1/2 OR 5/8 IN. (13 OR 16 MM) THICK, 4 FT. (122 CM) WIDE WITH SQUARE OR TAPERED EDGES.

THE GYPSUM WALLBOARD TYPE, THICKNESS, NUMBER OF LAYERS, FASTENER TYPE AND SHEET ORIENTATION SHALL BE

AS SPECIFIED IN THE INDIVIDUAL U300 OR U400 SERIES DESIGN IN THE UL FIRE RESISTANCE DIRECTORY. MAX DIAM OF

OPENING IS 26 IN. (660 MM).

2. THROUGH PENETRANT - ONE METALLIC PIPE, CONDUIT OR TUBING INSTALLED EITHER CONCENTRICALLY OR

ECCENTRICALLY WITHIN THE FIRESTOP SYSTEM. THE ANNULAR SPACE BETWEEN PIPE, CONDUIT OR TUBING AND PERIPHERY

OF OPENING SHALL BE MIN OF 0 IN. (0 MM) (POINT CONTACT) TO MAX 2 IN. (51 MM). PIPE, CONDUIT OR TUBING TO BE

RIGIDLY SUPPORTED ON BOTH SIDES OF WALL ASSEMBLY. THE FOLLOWING TYPES AND SIZES OF METALLIC PIPES, CONDUITS OR TUBING MAY BE USED:

A. STEEL PIPE - NOM 24 IN. (610 MM) DIAM (OR SMALLER) SCHEDULE 10 (OR HEAVIER) STEEL PIPE.

B. IRON PIPE - NOM 24 IN. (610 MM) DIAM (OR SMALLER) SERVICE WEIGHT (OR HEAVIER) CAST IRON SOIL PIPE, NOM 12

IN.

(305 MM) DIAM (OR SMALLER) OR CLASS 50 (OR HEAVIER) DUCTILE IRON PRESSURE PIPE.

C. CONDUIT - NOM 6 IN. (152 MM) DIAM (OR SMALLER) STEEL CONDUIT OR NOM 4 IN. (102 MM) DIAM (OR SMALLER) STEEL

ELECTRICAL METALLIC TUBING

D. COPPER TUBING - NOM 6 IN. (152 MM) DIAM (OR SMALLER) TYPE L (OR HEAVIER) COPPER TUBING

E. COPPER PIPE - NOM 6 IN. (152 MM) DIAM (OR SMALLER) REGULAR (OR HEAVIER) COPPER PIPE.

F. THROUGH PENETRATING PRODUCT* - FLEXIBLE METAL PIPING - THE FOLLOWING TYPES OF STEEL FLEXIBLE METAL

GAS PIPING MAY BE USED:

1. NOM 2 IN. (51 MM) DIAM (OR SMALLER) STEEL FLEXIBLE METAL GAS PIPING. PLASTIC COVERING ON PIPING MAY OR MAY

NOT BE REMOVED ON BOTH SIDES OF FLOOR OR WALL ASSEMBLY.

OMEGA FLEX INC

2. NOM 1 IN. (25 MM) DIAM (OR SMALLER) STEEL FLEXIBLE METAL GAS PIPING. PLASTIC COVERING ON PIPING MAY OR MAY

NOT BE REMOVED ON BOTH SIDES OF FLOOR OR WALL ASSEMBLY.

TITEFLEX CORP

A BUNDY CO

3. NOM 1 IN. (25 MM) DIAM (OR SMALLER) STEEL FLEXIBLE METAL GAS PIPING. PLASTIC COVERING ON PIPING MAY OR MAY

NOT BE REMOVED ON BOTH SIDES OF FLOOR OR WALL ASSEMBLY.

WARD MFG INC

3. FILL,VOID OR CAVITY MATERIAL* - CAULK OR SEALANT - MIN 5/8. 1-1/4,1-7/8 AND 2-1/2 IN. (16, 32, 48 AND 64 MM)

THICKNESS

OF CAULK FOR 1, 2, 3 AND 4 HR RATED ASSEMBLIES, RESPECTIVELY, APPLIED WITHIN ANNULUS, FLUSH WITH BOTH

SURFACESOF WALL. MIN 1/4 IN. (6 MM) DIAM BEAD OF CAULK APPLIED TO GYPSUM BOARD/PENETRANT INTERFACE AT POINT

CONTACT LOCATION ON BOTH SIDES OF WALL.

THE HOURLY F RATING OF THE FIRESTOP SYSTEM IS DEPENDENT UPON THE HOURLY FIRE RATING OF THE WALL

ASSEMBLY IN WHICH IT IS INSTALLED, AS SHOWN IN THE FOLLOWING TABLE.

THE HOURLY T RATING OF THE FIRESTOP SYSTEM IS DEPENDENT UPON THE TYPE OR SIZE OF THE PIPE OR CONDUIT AND

THE HOURLY FIRE RATING OF THE WALL ASSEMBLY IN WHICH IT IS INSTALLED, AS TABULATED BELOW:

+WHEN COPPER PIPE IS USED, T RATING IS 0 HR.

3M COMPANY - CP 25WB+ CAULK OR FB-3000 WT SEALANT,

*BEARING THE UL CLASSIFICATION MARKING

SYSTEM NO.W-L-1001

JUNE 15, 2005

F RATINGS - 1, 2, 3 AND 4 HR (SEE ITEMS 2 AND 3)

T RATINGS - 0, 1, 2, 3, AND 4 HR (SEE ITEM 3)

L RATING AT AMBIENT - LESS THAN 1 CFM/SQ FT

L RATING AT 400 F - LESS THAN 1 CFM/SQ FT

MAX PIPE OR

CONDUIT DIAM

IN. (mm)

1 (25)

1 (25)

4 (102)

6 (152)

12 (305)

F RATING

HR

1 OR 2

3 OR 4

1 OR 2

3 OR 4

1 OR 2

T RATING

HR

0+, 1 OR 2

3 OR 4

SECTION A-A

1B

1A

A

A

91.5"

42"

21" 21" 21" 21" 21"

EXISTING

PAD

82"

112.5"

DEPTH: 74"

METERS

X-RAY

ROOM 8

100A 400A 400A

150A 300A 1600A 400A 300A

100A 300A 150A

150A 600A 400A 100A

SPACE

SPACE

SPACE

PANEL

BOARD

AG, A1

ATS LS1

CT

SCANNER

X-RAY

ROOMS

#1-4

MAIN

BREAKER

480/277

PANEL

BOARD

BG, B1

ELEVATORS

PANEL D X-RAY

ROOMS

5 & 7

METER

CONTROL

CENTER

MCCG & PNL

BRD MCA1

600A

PANEL

BOARD

E

FEED FOR

CB1 & CB2

ROOM G033A

CT UNIT

MDP

ATS CRI ATS 2EQ1

NOTE: REPLACE EXITING SWITCHBOARD WITH NEW SWITCHBOARD MATCHING EXISTING.

SQUARE D

POWER ZONE 2

480Y/277V 1600A

MLO

63"

SQUARE D

POWER ZONE 2

208Y/120V 1600A

MCB

VA PROJECT NUMBER

Building Number

Drawing Number

Project Title

Date Checked Drawn

Drawing Title

Approved:

VA FORM 08-6231

A

B C

D E

21 4 5 6 7

321 4 5 6 7

A B

C D

E

Dwg. of

Location

Office of

Construction and Facilities

Management

PROJECT MANAGER:

ACG Project Number

CONSULTANTS:

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120

Cary, North Carolina 27511 www.acg-pa.com 919-858-7420

NC License #: C-1848

U.S. Department of Veterans Affairs

© COPYRIGHT Apogee Consulting Group, P.A.Revisions: Date#

REPLACE BUILDING

TRANSFORMERS

658-19-102

SALEM VA MEDICAL CENTER

1970 ROANOKE BLVD., SALEM, VA

19-194

BID DOCUMENTS

Terracon:

AMMJKMJANUARY 25, 2021

E-501

DETAILS AND SCHEDULES

UL DETAIL C-AJ-1001

SCALE: NTS

UL DETAIL W-L-1001

SCALE: NTS

BUILDING 2A ROOM G066 - SQUARE D SWITCHBOARD

SCALE: 1/2" = 1'-0"

91"

47"

35"

70" 50"

ESS3

MAIN

BREAKER

480V

ATS C3

150A

ATS L3

100A

ATS E3

150A

SPARE

150A

XFMR

300 KVA

MED

VOLTAGE

SECTION

FRONT VIEW

TOP VIEW

GE AV-LINE 800A 480Y/277V 22K AIC

ALL BREAKERS 400A AND LARGER ARE LSIG. ALL NEW BREAKERS ARE TO

MATCH CHARACTERISTICS OF EXISTING BREAKERS.

XFMR

750 KVA

MED

VOLTAGE

SECTION

SS2

MAIN

BREAKER

480V

DPS2 3

300A

UNLABELED

400A

DPS2 1

400A

DPS2 2

360A

76"

50"

47"

35"

70"

FRONT VIEW

TOP VIEW

GE AV-LINE 1200A

480Y/277V 50K AIC

ALL BREAKERS 400A AND LARGER ARE LSIG. ALL NEW BREAKERS ARE TO

MATCH CHARACTERISTICS OF EXISTING BREAKERS.

35"

47"

91"

50"70"

ESS2

MAIN

BREAKER

480V

ATS

C2

100A

ATS

L2

100A

ATS E2A

400A

ATS

E2B

600A

C2A

400A

ATS-E2C

100A

FIRE

PUMP

600A

TOP VIEW FRONT VIEW

XRMR

750 KVA

MED

VOLTAGE

SECTION

GE AV-LINE 30K AIC

1200A 480Y/277V

ALL BREAKERS 400A AND LARGER ARE LSIG. ALL NEW BREAKERS ARE TO

MATCH CHARACTERISTICS OF EXISTING BREAKERS.

76"

50"

47"

35"

70"

SS3

MAIN

BREAKER

480V

TOP VIEW

FRONT VIEW

DPS3 3

400A

UNLABELED

600A

DPS3 1

300A

DPS3 2

250A

XFMR

750 KVA

MED

VOLTAGE

SECTION

GE AV-LINE 1200A

480Y/277V 50K AIC

ALL BREAKERS 400A AND LARGER ARE LSIG. ALL NEW BREAKERS ARE TO

MATCH CHARACTERISTICS OF EXISTING BREAKERS.

91"

50"

47"

35"

70"XFMR

750 KVA

MED

VOLTAGE

SECTION

ESS1

MAIN

BREAKER

480V

ATS

E1A

360A

ATS-L1

100A

ATS-C1

400A

ATS

E1B

500A

UNLABELED

400A

UNLABELED

400A

UNLABELED

600A

FRONT VIEW

TOP VIEW

GE AV-LINE 1200A

480Y/277V 50K AIC

ALL BREAKERS 400A AND LARGER ARE LSIG. ALL NEW BREAKERS ARE TO

MATCH CHARACTERISTICS OF EXISTING BREAKERS.

76"

47"

50"

35"

70"

XFMR

750 KVA

MED

VOLTAGE

SECTION

SS1

MAIN

BREAKER

480V

UNLABELED

400A

UNLABELED

400A

UNLABELED

DPS1 1

400A

DPS1 2

300A

DPS1 3

200A

TOP VIEW

FRONT VIEW

GE AV-LINE 1200A

480Y/277V 50K AIC

ALL BREAKERS 400A AND LARGER ARE LSIG. ALL NEW BREAKERS ARE TO

MATCH CHARACTERISTICS OF EXISTING BREAKERS.

VA PROJECT NUMBER

Building Number

Drawing Number

Project Title

Date Checked Drawn

Drawing Title

Approved:

VA FORM 08-6231

A

B C

D E

21 4 5 6 7

321 4 5 6 7

A B

C D

E

Dwg. of

Location

Office of

Construction and Facilities

Management

PROJECT MANAGER:

ACG Project Number

CONSULTANTS:

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120

Cary, North Carolina 27511 www.acg-pa.com 919-858-7420

NC License #: C-1848

U.S. Department of Veterans Affairs

© COPYRIGHT Apogee Consulting Group, P.A.Revisions: Date#

REPLACE BUILDING

TRANSFORMERS

658-19-102

SALEM VA MEDICAL CENTER

1970 ROANOKE BLVD., SALEM, VA

19-194

BID DOCUMENTS

Terracon:

AMMJKMJANUARY 25, 2021

E-502

DETAILS AND SCHEDULES

EXISTING SWITCHGEAR ESS3 BUILDING 143

SCALE: 1/2" = 1'-0"

EXISTING SWITCHGEAR SS2 BUILDING 143

SCALE: 1/2" = 1'-0"

EXISTING SWITCHGEAR ESS2 BUILDING 143

SCALE: 1/2" = 1'-0"

EXISTING SWITCHGEAR SS3 BUILDING 143

SCALE: 1/2" = 1'-0"

EXISTING SWITCHGEAR ESS1 BUILDING 143

SCALE: 1/2" = 1'-0"

EXISTING SWITCHGEAR SS1 BUILDING 143

SCALE: 1/2" = 1'-0"