S02 DRAWINGS - ELECTRICAL.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

LocationLocation

Office of

Construction and Facilities

Management

PROJECT MANAGER:

ACG Project Number

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O

T

F

R

C

O

N

S

T

R

U

C

T

I

O

N

N

R

C

O

N

S

T

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C

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CONSULTANTS:

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120

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

U.S. Department of Veterans Affairs

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

JULY 20, 2021 CARHT

INSTALL GENERATOR FOR

BUILDINGS 85, 86 AND 87 (SA)

630A4-18-415

VA NEW YORK HARBOR HEALTHCARE

SYSTEM, ST. ALBANS CAMPUS

179-00 LINDEN BLVD,

JAMAICA, NY 1134-1468

19-227

BID DOCUMENTS

FULLY SPRINKLERED

20-1-SA

E-001

ELECTRICAL GENERAL NOTES, SYMBOL

LEGENDS, AND ABBREVIATIONS

85, 86, 87

L

L

ELECTRICAL ABBREVIATIONS LIST

SR SURFACE RACEWAY

SS STAINLESS STEEL

SSW SELECTOR SWITCH

STD STANDARD

SURF SURFACE MOUNTED

SW SWITCH

SWBD SWITCHBOARD

SYM SYMMETRICAL

SYS SYSTEM

TC TIMECLOCK

TEL TELEPHONE

TEL/DATA TELEPHONE/DATA

TERM TERMINAL

TP TWISTED PAIR

TPS TWISTED PAIR SHIELDED

TR TAMPER RESISTANT

T-STAT THERMOSTAT

TTB TELEPHONE TERMINAL BOARD

TTC TELEPHONE TERMINAL

CABINET

TV TELEVISION

TYP TYPICAL

UC UNDER COUNTER

UE UNDERGROUND ELECTRICAL

UG UNDERGROUND

UH UNIT HEATER

UL UNDERWRITER'S LABORATORY

UT UNDERGROUND TELEPHONE

UTP UNSHIELDED TWISTED PAIR

UTIL UTILITY

UV UNIT VENTILATOR OR

ULTRAVIOLET

V VOLT

VA VOLT-AMPERES

VERT VERTICAL

VFD VARIABLE FREQUENCY DRIVE

VOL VOLUME

W WATT

W/ WITH

WH WATER HEATER

W/O WITHOUT

WP WEATHERPROOF

XFMR TRANSFORMER

XFR TRANSFER

ANGLE

@ AT

DELTA

' FEET

" INCHES

# NUMBER

Φ PHASE

C CENTER LINE

P PLATE

MTR MOTOR, MOTORIZED

MTS MANUAL TRANSFER SWITCH

NA NOT APPLICABLE

NC NORMALLY CLOSED

NEC NATIONAL ELECTRICAL CODE

NEMA NATIONAL ELECTRICAL

MANUFACTURER'S ASSOCIATION

NFDS NON-FUSED SAFETY DISCONNECT

SWITCH

NIC NOT IN CONTRACT

NL NIGHT LIGHT

NO NORMALLY OPEN

NTS NOT TO SCALE

OC ON CENTER

OD OUTSIDE DIAMETER

OH OVERHEAD

OL OVERLOAD

PA PUBLIC ADDRESS

PB PULL BOX OR PUSHBUTTON

PBPU PREFABRICATED BEDSIDE PATIENT

UNIT

PCB POLYCHLORINATED BYPHENYL

PC PHOTOELECTRIC CELL

PED PEDESTAL

PEND PENDANT

PF POWER FACTOR

PH PHASE

PIV POST INDICATING VALVE

PNL PANEL

POE POWER-OVER-ETHERNET

PR PAIR

PRI PRIMARY

PROJ PROJECTION

PRV POWER ROOF VENTILATOR

PT POTENTIAL TRANSFORMER

PVC POLYVINYL CHLORIDE (CONDUIT)

PWR POWER

QTY QUANTITY

RCP REFLECTED CEILING PLAN

RCPT RECEPTACLE

REQD REQUIRED

RGS RIGID GALVANIZED STEEL

RM ROOM

RMS ROOT MEAN SQUARE

RTU ROOF TOP UNIT

SC SURFACE CONDUIT

SEC SECONDARY

SF SQUARE FEET/FOOT

SHT SHEET

SI INTERNATIONAL SYSTEM OF UNITS

SIM SIMILAR

S/N SOLID NEUTRAL

SPEC SPECIFICATION

SPKR SPEAKER

SP SPARE

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

1PH 1 PHASE

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

W2 TWO-WIRE (3W, 4W, ETC.)

3PH 3 PHASE

A AMPERE

AAP ALARM ANNUNCIATOR PANEL

AC ABOVE COUNTER

AIR CONDITIONER

ALTERNATING CURRENT

ACC ACCESSIBLE

ACLG ABOVE CEILING

ADO AUTOMATIC DOOR OPENER

A/E ARCHITECT/ENGINEER

AF AMP FRAME

AFC AVAILABLE FAULT CURRENT (KILOAMPS)

AFF ABOVE FINISHED FLOOR

AFG ABOVE FINISHED GRADE

AFI ARC FAULT CIRCUIT INTERRUPTER

AHJ AUTHORITY HAVING JURISDICTION

AHU AIR HANDLING UNIT

AIC AMPERE INTERRUPTING CAPACITY

AL ALUMINUM

ALT ALTERNATE

AMP AMPERE

APPROX APPROXIMATELY

ARCH ARCHITECT, ARCHITECTURAL

AT AMP TRIP

ATS AUTOMATIC TRANSFER SWITCH

AUTO AUTOMATIC

AUX AUXILIARY

AV AUDIO VISUAL

AWG AMERICAN WIRE GAUGE

BAS BUILDING AUTOMATION SYSTEM

BATT BATTERY

BC BARE COPPER

BD BOARD

BFF BELOW FINISHED FLOOR

BLDG BUILDING

BMS BUILDING MANAGEMENT SYSTEM

BYP BYPASS

C CONDUIT

CAB CABINET

CALC CALCULATED

CAP CAPACITY

CAT CATALOG, CATEGORY

CATV COMMUNITY ANTENNA TELEVISION

CB CIRCUIT BREAKER

CCR CONTROL CONTACTOR

CCTV CLOSED CIRCUIT TELEVISION

cd CANDELA

CD CONSTRUCTION DOCUMENTS

CF CONTRACTOR-FURNISHED

CKT CIRCUIT

CLG CEILING

CO CONTRACTING OFFICER

COAX COAXIAL CABLE

COMM COMMUNICATION

CONN CONNECTION

CONST CONSTRUCTION

CONT CONTINUATION OR CONTINUOUS

CONTR CONTRACTOR

COORD COORDINATE

COR CONTRACTING OFFICER'S

REPRESENTATIVE

CPT CONTROL POWER TRANSFORMER

CRI COLOR RENDERING INDEX

CT CURRENT TRANSFORMER

CTV CABLE TELEVISION

CTR CENTER

CU COPPER

CU FT CUBIC FEET

dB DECIBEL

DB DIRECT BURIAL

DC DIRECT CURRENT

DEG C DEGREES CELSIUS

DEG F DEGREES FAHRENHEIT

DEMO DEMOLISH/DEMOLITION

DEPT DEPARTMENT

DIA DIAMETER

DISC DISCONNECT

DIST DISTRIBUTION

DN DOWN

DS SAFETY DISCONNECT SWITCH

DT DOUBLE THROW

DWG DRAWING

EC ELECTRICAL CONTRACTOR

EG EQUIPMENT GROUND

ELEC ELECTRIC, ELECTRICAL

ELEV ELEVATOR

EM EMERGENCY

EMI ELECTROMAGNETIC INTERFERENCE

EMS ENERGY MANAGEMENT SYSTEM

EMT ELECTRICAL METALLIC TUBING

EPO EMERGENCY POWER OFF

EQUIP EQUIPMENT

ESMT EASEMENT

ETR EXISTING TO REMAIN

EWC ELECTRIC WATER COOLER

EWH ELECTRIC WALL HEATER

ELECTRIC WATER HEATER

EX EXISTING

EXP EXPLOSION PROOF

FA FIRE ALARM

FAAP FIRE ALARM ANNUNCIATOR PANEL

FACP FIRE ALARM CONTROL PANEL

FC FOOTCANDLE

FCU FAN COIL UNIT

FIXT FIXTURE

FLR FLOOR

FLUOR FLUORESCENT

FU FUSE

FUDS FUSED SAFETY DISCONNECT SWITCH

FVR FULL VOLTAGE REVERSING

FVNR FULL VOLTAGE NON-REVERSING

GAL GALLON

GALV GALVANIZED

GC GENERAL CONTRACTOR

GEN GENERATOR

GFI GROUND FAULT CIRCUIT INTERRUPTER

GND GROUND

GRS GALVANIZED RIGID STEEL (CONDUIT)

GYP BDGYPSUM BOARD

HID HIGH-INTENSITY DISCHARGE

HOA HAND-OFF-AUTOMATIC

HP HORSEPOWER

HT HEIGHT

HTR HEATER

HV HIGH VOLTAGE

HVAC HEATING, VENTILATING AND AIR

CONDITIONING

IES ILLUMINATION ENGINEERING SOCIETY

IG ISOLATED GROUND

IMC INTERMEDIATE METAL CONDUIT

IR INFRARED

I/W INTERLOCK WITH

IWH INSTANTANEOUS WATER HEATER

J-BOX JUNCTION BOX

KV KILOVOLT

KVA KILOVOLT-AMPERE

KVAR KILOVOLT-AMPERE REACTIVE

KW KILOWATT

KWH KILOWATT HOUR

LED LIGHT-EMITTING DIODE

LF LINEAR FEET/FOOT

LM LUMEN

LRA LOCKED ROTOR AMPS

LT LIGHT

LTG LIGHTING

LTNG LIGHTNING

LV LOW VOLTAGE

MATV MASTER ANTENNA TELEVISION SYSTEM

MAX MAXIMUM

MC MECHANICAL CONTRACTOR

METAL-CLAD (CONDUIT)

MCA MINIMUM CIRCUIT AMPACITY

MCB MAIN CIRCUIT BREAKER

MCC MOTOR CONTROL CENTER

MDP MAIN DISTRIBUTION PANEL

MECH MECHANICAL

MFR MANUFACTURER

MFS MAIN FUSED DISCONNECT SWITCH

MH MANHOLE

MIC MICROPHONE

MIN MINIMUM

MISC MISCELLANEOUS

MLO MAIN LUGS ONLY

MOA MULTIOUTLET ASSEMBLY

MSBD MAIN SWITCHBOARD

MT MOUNT

A1 b

E1 c d

T1

'LPN'

ELECTRICAL SYMBOL NOTES

THE LIGHTING FIXTURE TYPE IS INDICATED BY AN UPPER CASE LETTER OR AN UPPER

CASE LETTER AND NUMBER.

THE SWITCH DESIGNATION (IF NEEDED) IS INDICATED BY A LOWER CASE LETTER.

EXAMPLE: LIGHTING FIXTURE TYPE 'A1' IS CONTROLLED BY SWITCH 'b'.

EXIT SIGNS: STEM INDICATES WALL MOUNTING. NO STEM INDICATES CEILING

MOUNTING. SHADED AREA INDICATES ILLUMINATED FACE(S). ARROW INDICATES

DIRECTIONAL ARROW ON ILLUMINATED FACE(S).

DEVICES: THE SWITCH DESIGNATION IS INDICATED BY A LOWER CASE LETTER.

THE CONTROL DEVICE DESIGNATION IS INDICATED BY A LOWER CASE LETTER.

TRANSFORMERS: THE TRANSFORMER TYPE IS INDICATED BY A NUMBER

FOLLOWING THE UPPER CASE LETTER 'T'. SEE THE TRANSFORMER SCHEDULE OR

THE SINGLE LINE DIAGRAM FOR THE TRANSFORMER DESCRIPTION AND

REQUIREMENTS.

PANELBOARDS: PANELBOARD DOORS MAY BE SHOWN TO INDICATE OPENING

SIDE OF RECESSED PANELBOARDS. SEE PANELBOARD IDENTIFICATION FOR

DESIGNATION CODES.

SHEET KEY NOTE: SEE THE SHEET KEY NOTES ON THAT SHEET FOR THE NOTE

NUMBER INDICATED IN THE HEXAGON.

HOME RUN TO BRANCH CIRCUIT PANEL: THE PANEL DESIGNATION AND CIRCUIT

DESIGNATION ARE SHOWN ADJACENT TO THE HOME RUN ARROW.

CIRCUIT BREAKER SIZES (AMPS/NUMBER OF POLES) ARE SHOWN IN THE PANEL

SCHEDULE WITH THE CORRESPONDING PANEL AND CIRCUIT DESIGNATION.

SYMBOL NOTATIONS: UPPER CASE LETTERS ADJACENT TO SYMBOLS INDICATE

A UNIT TYPE. SEE APPROPRIATE SCHEDULE OR SPECIFICATIONS.

'LPN'-1,3,5

EXAMPLE 1: WALL MOUNTED EXIT SIGN TYPE 'E1' WITH SINGLE FACE

AND DIRECTIONAL ARROW.

EMERGENCY LIGHT, BATTERY BACKUP, 120V POWER.

EXAMPLE: SPLIT DUPLEX RECEPTACLE; ONE RECEPTACLE OUTLET IS

CONTROLLED BY SWITCH 'c'.

EXAMPLE: SINGLE POLE SWITCH 'd' TO CONTROL LIGHTING

FIXTURES INDICATED BY 'd'.

EXAMPLE: TRANSFORMER TYPE 'T1'.

EXAMPLE: HOME RUN TO PANELBOARD 'LPN'; CIRCUITS 1, 3, 5.

DEMOLITION KEY NOTE: SEE THE SHEET KEY NOTES ON THAT SHEET FOR THE

NOTE NUMBER INDICATED IN THE SQUARE.

GENERAL ELECTRICAL NOTES

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

13.

14.

15.

16.

17.

18.

19.

20.

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.

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

CONSTRUCTION IS NOT SUITABLE FOR DIRECT MOUNTING.

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.

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

HARDWARE TO SUIT THE PARTICULAR INSTALLATION.

PROTECT EXISTING UNDERGROUND AND BUILDING INTERIOR UTILITIES DURING CONSTRUCTION.

BRANCH CIRCUIT CONDUCTORS SHALL BE 12 AWG COPPER MINIMUM.

COORDINATE ANY AND ALL WORK WITH ALL OTHER TRADES PRIOR TO INSTALLATION SO AS TO AVOID CONFLICT

DURING CONSTRUCTION.

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.

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".

ALL FEEDERS AND CIRCUITRY SHALL BE TORQUED PER THE PANEL, BREAKER, AND/OR PARTICULAR EQUIPMENT

MANUFACTURER'S SPECIFICATIONS.

CIRCUITRY TO SWITCHES, RECEPTACLES, AND ALL OTHER DEVICES SHALL BE TERMINATED ON THE DEVICE'S

SCREW TERMINALS.

MOUNTING HEIGHTS INDICATED ARE TO CENTER OF DEVICE, OUTLET, FIXTURE, OR EQUIPMENT UNLESS NOTED

OTHERWISE.

ALL WIRE TERMINATIONS SHALL BE RATED FOR 75 DEGREES C.

ALL CONDUCTORS SHALL HAVE THHN/THWN INSULATION, UNLESS OTHERWISE NOTED.

ALL CONDUIT SHALL BE RGS OR EMT UNLESS OTHERWISE NOTED. FMC CONDUIT SHALL BE USED ON VIBRATING

EQUIPMENT (MAXIMUM LENGTH OF 6 FEET). PVC SHALL BE USED FOR UNDERGROUND CONDUIT OR WHERE

CONCRETE-ENCASED. WHERE VIBRATING EQUIPMENT IS LOCATED OUTSIDE, LFMC CONDUIT SHALL BE USED

(MAXIMUM SIX FEET) FOR FINAL CONNECTIONS.

ALL ELECTRICAL MATERIALS, DEVICES, APPLIANCES AND EQUIPMENT SHALL BE LABEL LISTED BY AN APPROVED

THIRD PARTY TESTING AGENCY.

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.

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.

COMPRESSION COUPLINGS SHALL BE USED. NO SET SCREW FITTINGS ARE ALLOWED.

MINIMUM CONDUIT SIZE TO BE USED IS 3/4".

CONTRACTOR SHALL PERFORM THE SHORT CIRCUIT CURRENT CALCULATIONS &

BREAKER COORDINATION ON THE ELECTRICAL SYSTEM USING THE NEW FEEDERS

AND BREAKERS. MODEL WILL BE PROVIDED. SUBMIT THE STUDY TO VA/APOGEE

FOR REVIEW AND APPROVAL. PROVIDE RECOMMENDED SETTINGS FOR NEW AND

EXISTING BREAKERS. PERFORM ARC FLASH STUDY AND PROVIDE THE LABELS FOR

ALL PANELS IN BUILDINGS 85, 86, 87, VAULT-164, AND GENERATOR ENCLOSURE.

BREAKER SETTINGS AND

ARC FLASH LABELS

METHOD OF VOLTAGE DROP

CALCULATIONS

ELECTRICAL SYMBOL LEGEND

120V DUPLEX RECEPTACLE

RECEPTACLE MODIFIERS:

AC: 3" ABOVE COUNTERTOP/BACKSPLASH

GFI: GROUND FAULT CURRENT INTERRUPTER

WP: WEATHERPROOF ENCLOSURE

DED: DEDICATED CIRCUIT

120V DUPLEX RECEPTACLE EMERGENCY OUTLET

AND COVER PLATE SHALL BE RED IN COLOR

120V QUADRUPLEX RECEPTACLE

120V QUADRUPLEX RECEPTACLE EMERGENCY

OUTLET AND COVER PLATE SHALL BE RED IN COLOR

JUNCTION BOX, WALL MOUNTED, PURPOSE AS NOTED

DISCONNECT SWITCH NON-FUSED

DISCONNECT SWITCH FUSED

SINGLE POLE WALL SWITCH: 48" AFF STANDARD UNO

SYMBOL HEIGHT DESCRIPTION

18"

18"

18"

18"

AS

NOTED

72" TOP

72" TOP

SWITCH MODIFIERS:

M: MOTOR-RATED

48"

ALL HEIGHTS ARE TO CENTER OF DEVICE UNLESS NOTED OTHERWISE.

TOP: HEIGHT TO TOP OF DEVICE

ANY HEIGHTS INDICATED IN PLANS SHALL SUPERCEDE THOSE LISTED HERE.

SPECIAL RECEPTACLE

EQUIPMENT CONNECTION

AS

NOTED

E

208V DUPLEX RECEPTACLE18"

18"

120V DUPLEX RECEPTACLE FLOOR BOX

120V DUPLEX RECEPTACLE EMERGENCY FLOOR BOX

OUTLET AND COVER PLATE SHALL BE RED IN COLOR

120V QUADUPLEX RECEPTACLE FLOOR BOX

120V QUADUPLEX RECEPTACLE EMERGENCY

FLOOR BOX OUTLET AND COVER PLATE SHALL BE

RED IN COLOR

CLNG

J

J

J

JUNCTION BOX, CEILING MOUNTED, PURPOSE AS

NOTED

JUNCTION BOX, FLOOR MOUNTED, PURPOSE AS

NOTED

PHASE 1- PROVIDE TEMPORARY POWER

A. INSTALL TEMPORARY POWER SOURCE FOR B85, B86 AND B87 (DWGS ES101, E-602)

a. DETAILED WORK:

1. PROVIDE A TEMPORARY POWER SOURCE: CON EDISON POWER INCLUDING POWER LINES AND 500KVA TRANSFORMER.

2. PROVIDE A RENTAL SWITCHGEAR WITH CIRCUIT BREAKERS TO FEED B85, B86 AND B87

3. PROVIDE TEMPORARY CIRCUIT FEEDERS FROM THE SWITCHGEAR TO THE BUILDINGS

4. ENERGIZE THE SWITCHGEAR WITH ALL CIRCUIT BREAKERS ARE ON “OPEN” POSITION.

b. AFFECTED BUILDINGS: NONE

c. BUILDING SHUTDOWN: N/A

d. LENGTH OF SHUTDOWN: N/A

B. SWITCH THE BUILDING POWER ONTO THE TEMPORARY SOURCE (DWG E-602)

a. DETAILED WORK:

1. OPEN THE CIRCUIT BREAKER AT THE EXISTING SWITCHGEAR TO EACH BUILDING.

2. AT THE BUILDING MAIN PANELBOARD, REMOVE THE NORMAL POWER FEEDER AND CONNECT THE TEMPORARY FEEDER.

3. ENERGIZE THE TEMPORARY SWITCHGEAR.

4. ENERGIZE EACH BUILDING MAIN PANELBOARD BY CLOSING THE CIRCUIT BREAKER.

b. AFFECTED BUILDINGS: B85, B86 AND B87

c. ESTIMATED SHUTDOWN:

4-6 HOURS AT EACH BUILDING. TIME TO SWITCH THE POWER SOURCE TO THE TEMPORARY POWER.

PHASE 2- DE-ENERGIZE SWITCHGEAR MDP-167

C. DE-ENERGIZE POWER LOOP 1 TO DISCONNECT EXISTING 500KVA TRANSFORMER (DWG E-601)

a. DETAILED WORK:

1. PLACE THE POWER SWITCHES FOR THE BUILDING ONTO POWER LOOP 3.

2. DE-ENERGIZE POWER LOOPS 1, 2, 3, 4

3. CUT POWER LOOP 1 INSIDE MH #34 TO DISCONNECT THE EXISTING 500KVA TRANSFORMER IN VAULT 164 (ELECTRICAL ROOM).

4. PROVIDE A DEAD-BOLD CONNECTOR AND SECURE POWER LOOP 1.

b. AFFECTED BUILDINGS: B64, B85, B86, B87, B88, B89 AND 91.

c. ESTIMATED SHUTDOWN:

1. 15 - 30 MINUTES AT EACH BUILDING X-RAY EQUIPMENT. TIME TO PLACE THE POWER SWITCH ONTO LOOP 3, AS NECESSARY.

2. 12 HOURS AT B88 FOR THE X-RAY EQUIPMENT.

D. SWITCH THE BUILDING POWER ONTO THE TEMPORARY SOURCE (DWG E-602)

a. DETAILED WORK:

1. PLACE THE POWER SWITCHES FOR THE BUILDING ONTO POWER LOOP 1.

2. DE-ENERGIZE POWER LOOP 1, 2, 3, AND 4.

3. CUT POWER LOOP INSIDE MH #33 TO DISCONNECT THE EXISTING 500KVA TRANSFORMER IN VAULT 164 (ELECTRICAL ROOM).

4. PROVIDE A DEAD-BOLD CONNECTOR AND SECURE POWER LOOP 3.

b. AFFECTED BUILDINGS: B64, B85, B86, B87, B88, B89 AND B91.

c. ESTIMATED SHUTDOWN:

1. FOR B64, 15 - 30 MINUTES. (TIME TO PLACE THE POWER SWITCH ONTO LOOP 3 AS NECESSARY).

2. FOR B66 LAUNDRY, 12 HOURS. (TIME TO CUT AND PROVIDE DEAD-BOLD CONNECTOR INSIDE MH#33).

PHASE 3- DEMOLITION AND INSTALLATION

E. DEMOLISH EXISTING 500KVA TRANSFORMER AND SWITCHGEAR MDP-167 (DWG ED101, E-602)

a. DETAILED WORK:

1. DEMOLISH 500KVA TRANSFORMER.

2. DEMOLISH SWITCHGEAR MDP-167.

3. LABEL AND SECURE EXISTING FEEDER.

b. BUILDING SHUTDOWN: NONE

c. LENGTH OF SHUTDOWN: N/A

F. INSTALL NEW 1MW TIER 4 CERTIFIED GENERATOR, 1MVA TRANSFORMER AND 480V SWITCHGEAR (DWG E-603)

a. DETAILED WORK:

1. INSTALL THE NEW OUTDOOR 1MVA GENERATOR SET.

2. INSTALL THE INDOOR 1MVA TRANSFORMER AND 3000A SWITCHGEAR

3. RECONNECT THE FEEDERS TO B85, B86 AND B87

b. BUILDING SHUTDOWN: NONE

c. LENGTH OF SHUTDOWN: N/A

PHASE 4- ENERGIZE NEW EQUIPMENT

G. ENERGIZE NEW 1MW TIER 4 CERTIFIED GENERATOR, 1MVA TRANSFORMER & 3000A SWITCHGEAR (DWGS ES101, E-601, E-602, E603)

a. DETAILED WORK:

1. REVERSE PLAN D

2. REVERSE PLAN B

3. REVERSE PLAN C

4. REVERSE PLAN A

CONSTRUCTION PHASING PLAN AND SHUTDOWN

IMAGE VIEW

ELECTRICAL POWER POLE

ELECTRICAL CABLE/CONDUIT

ELECTRICAL N/G CABLE/CONDUIT

WORK HOURS

CONTRACTOR SHALL NOT PERFORM WORK DURING NORMAL VA BUSINESS

HOURS, UNLESS APPROVED BY COR OTHERWISE.

SCHEDULED POWER OUTAGE

CONTRACTOR TO SUBMIT SCHEDULED POWER OUTAGE PLAN TO VA FOR REVIEW

AND APPROVAL. CONTRACTOR TO DO ALL WORK BETWEEN 6PM AND 5AM ON

WEEKDAYS AND/OR ON WEEKENDS. CONTRACTOR TO COORDINATE THE POWER

OUTAGE WITH COR 2-3 WEEKS PRIOR TO THE WORK.

USING OHM'S LAW AND THE KNOWN RESISTIVITY CONSTANT OF CONDUCTOR

METAL (CIRCULAR MIL-OHM PER FOOT) FOR COPPER CONDUCTORS, CALCULATE

THE REQUIRED WIRE SIZE NECESSARY SO AS NOT TO EXCEED THE

RECOMMENDED VOLTAGE DROP OF 3% FOR BRANCH CIRCUIT CONDUCTORS.

EMERGENCY GENERATOR OFF PUSH BUTTON IN WEATHER-PROOF PLASTIC COVER

FEC

FIRE EXTINGUISHER CABINET

BOLLARDS

EM

DocuSign Envelope ID: E26C3B4A-3E59-4539-B825-8DACFEE00F57

7/21/2021

BUILDING SCHEDULE

NO: DESCRIPTION:

60 GUARD HOUSE

64 BOILER PLANT

65 GARAGE

85 INTERMEDIATE CARE WARD "C"

86 INTERMEDIATE CARE WARD "D"

87 NURSING CARE WARD "B"

88 DIETETICS BUILDING / DOMICILIARY "S"

89 ADMINISTRATION BUILDING/NURSING CARE "A"

91 NURSING CARE - WARD "E"

92 NURSING CARE WARD "F"

93 NURSING CARE WARD "F"

95 FUEL OIL STORAGE TANK NO. 1

138 FLAGPOLE

154 FUEL OIL STORAGE TANK NO. 2

157 FLAGPOLE

165 QUARTERS BUILDING - Leased to J-Cap

166 QUARTERS BUILDING - Leased to J-Cap

167 GENERATOR BUILDING

168 GENERATOR BUILDING

169 PRIMARY SUB-STATION

170 PADMOUNTED TRANSFORMER

171 PADMOUNTED TRANSFORMER

172 PADMOUNTED TRANSFORMER

173 CONSOLIDATED LAUNDRY

174 LAUNDRY GENERATOR BUILDING

175 WATER DISTRIBUTION RESERVOIR

176 WATER DISTRIBUTION PUMP HOUSE NO. 1

177 WATER DISTRIBUTION PUMP HOUSE NO. 2

XX

TEMPORARY 500KVA

TRANSFORMER AND

SWITCHBOARD

ELECTRICAL BUILDING

VAULT 164

MDP-870

MDP-850

MDP-164E

NEW 1MW TIER 4 CERTIFIED

GENERATOR

M.H. #34

M.H. #33

CONTRACTOR TO PROVIDE POWER POLE,

30FT CLASS 6 (TYPICAL, QTY-12)

4160V SECONDARY OVERHEAD POWER LINE

(MIN. 20'-0" ABOVE GROUND)

FACILITY

BMS

BOILER

ROOM

SECURITY

ROOM

EXISTING

CON EDISON

POWER POLE

3 #2/0 AWG, #4 EG

INSULATED CABLE

MDP-164

MDP-167

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:

SHEET KEY NOTES:

321 4 5 6 7

A B

C D

E

Dwg. of

LocationLocation

Office of

Construction and Facilities

Management

PROJECT MANAGER:

ACG Project Number

N

R

C

O

N

S

T

R

U

C

T

I

O

N

N

R

C

O

N

S

T

R

U

C

T

I

O

N

CONSULTANTS:

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120

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

U.S. Department of Veterans Affairs

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

KEY PLAN:

JULY 20, 2021 CARHT

INSTALL GENERATOR FOR

BUILDINGS 85, 86 AND 87 (SA)

630A4-18-415

VA NEW YORK HARBOR HEALTHCARE

SYSTEM, ST. ALBANS CAMPUS

179-00 LINDEN BLVD,

JAMAICA, NY 1134-1468

19-227

BID DOCUMENTS

N

O

R

T

H

FULLY SPRINKLERED

20-1-SA

ES101

85, 86, 87

SITE PLAN/FEEDER ROUTES

1 SITE PLAN

SCALE: 1" = 50'

N

O

R

T

H

2.5 5 100

AREA OF WORK

1 2

A. REFER TO SITE DRAWING SET FOR EXACT

LOCATIONS OF OUTDOOR ELECTRICAL

EQUIPMENT.

B. REFER TO ONE LINE DIAGRAMS FOR

TEMPORARY, DEMOLITION AND NEW POWER

WIRING.

C. COORDINATE THE TEMPORARY POWER TIE-IN

SERVICE WITH POWER COMPANY. CONTRACTOR

RESPONSIBLE FOR PAYING ALL FEES

ASSOCIATED WITH TEMPORARY POWER

CONNECTION INCLUDING FEES CHARGED BY

CONEDISON.

1. POINT OF ENTRY OF TEMPORARY POWER

SERVICE WITH FUSE CUT-OUT. CONTRACTOR TO

COORDINATE TIE-IN WITH CON EDISON

COMPANY.

2. CONTRACTOR TO PROVIDE OVERHEAD

TEMPORARY 4160V POWER LINE FROM SERVICE

POINT ENTRY TO 500KVA OUTDOOR

TRANSFORMER.

3. CONTRACTOR TO PROVIDE TEMPORARY 500KVA

TRANSFORMER AND 2000A SWITCHBOARD.

REFER TO ES102 AND EP101 FOR DETAILS.

4. LOCATION WHERE POWER METER ON NEW

MDP-164 TO BE CONNECTED TO FACILITY BMS,

ROOM A-123A.

5. LOCATION WHERE GENERATOR, DEF FLUID AND

FUEL TANK MONITORING/ALARM REMOTE

PANELS ARE PROVIDED, SECURITY ROOM A-101.

6. CONTRACTOR TO REPROGRAM THE FACILITY

OPERATOR GRAPHICS IN BOILER BUILDING

CONTROL ROOM TO INCLUDE THE NEW REMOTE

GENERATOR AND FUEL TANK

MONITORING/ALARMS ON THE OPERATOR

SCREEN.

7. REFER TO DWG EP101 FOR THE NEW

INSTALLATION.

8. CONTRACTOR TO REMOVE THE OVERHEAD

TEMPORARY 4160V POWER LINE. REPAIR THE

GROUND TO MATCH WITH THE SURROUNDING

SURFACE IN THE AREA.

9. LOCATION WHERE CONTRACTOR TO

DISCONNECT THE POWER TO VAULT 164 AND

REPLACE THE FEEDER.

10. CONTRACTOR TO REMOVE THE TEMPORARY

500KVA TRANSFORMER AND 2000A

SWITCHBOARD. REPAIR THE GROUND AND

PROVIDE GRASS SOD TO MATCH EXISTING.

25 50 100

UG

/E

UG/E

UG/E

UG/E

C

O

N

C

W

A

L

K

C

O

N

L

K

C

O

N

L

K

UG/E

T

BLDG 87

CORRIDOR

BETWEEN BLDG

85 & 86

BLDG 85 & 86

CONTINUE ON DWG

EP102, DETAIL 1

(TO MDP-850)

CONTINUE ON DWG

EP102, DETAIL 1

(TO MDP-164)

EQUIPMENT LOCATION

AREA

CONTINUE ON DWG

EP102, DETAIL 2

(TO MDP-87)

10 2

NEW 1000 KW TIER 4

CERTIFIED GENERATOR

CONCRETE PAD FOR

GENERATOR. TOP OF PAD

TO BE MINIMUM OF 6"

ABOVE EXISTING GRADE

8'-0"WOOD COVERING

WITH CAUTION LABEL

GROUND COVER

GROUND

4 #500KCMIL + EG POWER CABLE

(TYPICAL)

GALVANIZED

METAL

SPIKE

NOTES:

1. COVER IS A TREATED WOOD 8'-0" LONG,

18" WIDE, 6" HIGH PAINTED BRIGHT

ORANGE COLOR WITH A WARNING LABEL

"CAUTION - 208V POWER CABLE".

2. PROVIDE GROUND COVER TO PREVENT

VEGETATION GROWTH.

3. PROVIDE 6" BETWEEN COVERS.

4. SECURE THE COVER TO THE GROUND AT

BOTH ENDS AND EVERY 4'-0" USING

GALVANIZED SPIKES.

MIN. 18"

IN GROUND

(TYPICAL)

MIN. 18"

IN GROUND

(TYPICAL)

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:

SHEET KEY NOTES:

321 4 5 6 7

A B

C D

E

Dwg. of

LocationLocation

Office of

Construction and Facilities

Management

PROJECT MANAGER:

ACG Project Number

N

R

C

O

N

S

T

R

U

C

T

I

O

N

N

R

C

O

N

S

T

R

U

C

T

I

O

N

CONSULTANTS:

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120

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

U.S. Department of Veterans Affairs

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

KEY PLAN:

JULY 20, 2021 CARHT

INSTALL GENERATOR FOR

BUILDINGS 85, 86 AND 87 (SA)

630A4-18-415

VA NEW YORK HARBOR HEALTHCARE

SYSTEM, ST. ALBANS CAMPUS

179-00 LINDEN BLVD,

JAMAICA, NY 1134-1468

19-227

BID DOCUMENTS

N

O

R

T

H

FULLY SPRINKLERED

20-1-SA

ES102

85, 86, 87

SITE PLAN/FEEDER ROUTES

1 SITE PLAN TEMPORARY FEEDER ROUTING

SCALE: 1" = 10'

NORTH

2.5 5 100

1. PROVIDE TEMPORARY 500KVA TRANSFORMER

AND OUTDOOR 2000A SWITCHBOARD. PREPARE

THE GROUND AREA WHERE THE EQUIPMENT

INSTALLED TO BE LEVELED AND SECURED. SEE

CONSTRUCTION PHASING PLAN AND SHUTDOWN

(ON DWG E-001) FOR ADDITIONAL INFORMATION.

SUPPORT PANEL ON TEMPORARY FRAME FOR

DURATION OF TIME IT IS CONNECTED.

2. ROUTE TEMPORARY ROUGH DUTY WATERPROOF,

SUNLIGHT RESISTANT CABLES ABOVE GROUND

FROM TEMPORARY SWITCHBOARD, AND DOWN

INTO WINDOW WELLS, TO SERVE PANELS

TEMPORARILY WHILE EXISTING SWITCHBOARD IN

BEING REPLACED. PROTECT CABLES AS

REQUIRED, AND PROVIDE SAFETY MARKINGS AT

PROTECTION, SO AS NOT TO BE A TRIP HAZARD.

SEE DETAIL "2" FOR SIZES OF CABLES.

3. SEE PHOTO 3/ES102. FOR REFERENCE.

4. REMOVE THE EXISTING (BROKEN/UNUSED)

EXHAUST FAN. USE THE WALL OPENING AS THE

FEEDER POINT OF ENTRY TO THE BUILDING.

5. SEE PHOTO 4/ES102. FOR REFERENCE.

6. USE THE WINDOW (TOP LEFT SIDE) AS THE

FEEDER POINT OF ENTRY TO THE BUILDING.

7. SEE PHOTO 5/ES102. FOR REFERENCE.

8. REFER TO CIVIL DRAWING CS101 FOR GATE AND

FENCE INSTALLATION DETAILS.

9. SEE PHOTO 6/ES102. FOR REFERENCE.

10. SEE SECTION DETAIL 2/ES102.

AREA OF WORK

3 SITE PLAN TEMPORARY FEEDER ROUTING FOR MDP-850

SCALE: 1" = 10'

4 SITE PLAN TEMPORARY FEEDER ROUTING FOR MDP-164

SCALE: 1" = 10'

5 SITE PLAN TEMPORARY FEEDER ROUTING FOR MDP-87

SCALE: 1" = 10'

6 SCALE: 1" = 10'

SITE PLAN TEMPORARY FOR TEMPORARY

SWITCHBOARD AND 500KVA TRANSFORMER

6 4

2 TEMPORARY POWER CONDUCTOR COVER

SCALE: N.T.S.

A. REFER TO CIVIL DRAWING SET FOR EXACT

LOCATIONS OF OUTDOOR ELECTRICAL

EQUIPMENT.

B. REFER TO ES101 FOR THE TEMPORARY POWER

LINE FROM UTILITY COMPANY.

C. CONTRACTOR TO CLOSE ALL OPENINGS AT AND

AROUND THE ENTRY POINT OF TEMPORARY

FEEDERS. SEAL WITH WATER TIGHT GRADE

MATERIALS.

5 10 20

HV

SWITCH

XFMR

MDP-167

SOLAR POWER

DISCONNECT

EXISTING PULL BOX

EXISTING PANEL '164E'

EXISTING SPLICE BOX

EXISTING FUEL

DAYTANK

EXHAUST

FAN

EXISTING

EXHAUST

FAN

BATTERY AND

CHARGER

INTAKE LOUVER

POWER METERING

ENCLOSURE

EXISTING

HEATER

EXISTING

HEATER

FUEL TANK

CONTROL PANEL

EXISTING

EMERGENCY

GENERATOR

14 15

2 3

EPO

ELECTRICAL ROOM

MECHANICAL

ROOM 102

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

LocationLocation

Office of

Construction and Facilities

Management

PROJECT MANAGER:

ACG Project Number

N

R

C

O

N

S

T

R

U

C

T

I

O

N

N

R

C

O

N

S

T

R

U

C

T

I

O

N

CONSULTANTS:

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120

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

U.S. Department of Veterans Affairs

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

KEY PLAN:

JULY 20, 2021 CARHT

INSTALL GENERATOR FOR

BUILDINGS 85, 86 AND 87 (SA)

630A4-18-415

VA NEW YORK HARBOR HEALTHCARE

SYSTEM, ST. ALBANS CAMPUS

179-00 LINDEN BLVD,

JAMAICA, NY 1134-1468

19-227

BID DOCUMENTS

N

O

R

T

H

FULLY SPRINKLERED

20-1-SA

ED101

POWER PLAN (DEMOLITION)

1 EXISTING ELECTRICAL BUILDING (VAULT 164) - DEMOLITION

SCALE: 1/4" = 1' 0"

1. CURB TO BE REMOVED.

2. DE-ENERGIZE THE TRANSFORMER AND MDP-167

BY OPENING THE HV SWITCH.

3. CUT AND SECURE THE 5KV POWER FEEDER LOOP

1 AND 3 FEEDING THE TRANSFORMER INSIDE

MH#34. SEE E-601 FOR DETAILS.

4. DISCONNECT SOLAR PANELS FROM MDP-167.

5. DISCONNECT, LABEL AND SECURE ALL EXISTING

POWER FEEDERS AND REMOTE METER WIRING

FROM MDP-164.

6. DEMOLISH THE TRANSFORMER AND MDP-164.

7. KEEP AND SECURE THE EXISTING HOUSEKEEPING

PAD.

8. DEMOLISH EXISTING EXHAUST FAN.

9. EXISTING INTAKE LOUVER AND MOTORIZED

DAMPER TO REMAIN.

10. SECURE THE EXISTING SOLAR PANEL WIRING TO

MDP-167 DURING CONSTRUCTION.

11. DEMOLISH ALL CIRCUITS AS SHOWN ON PANEL

SCHEDULE.

12. DEMOLISH GEN-SET, FUEL DAYTANK, EXHAUST

SYSTEM, BATTERY AND CHARGER AND ALL

POWER/CONTROL WIRING. EXTEND THE

GENERATOR "START" WIRING FROM AUTOMATIC

TRANSFER SWITCHES (ATS-ELS, ATS-ECR, AND

ATS-EME) TO THE NEW GENERATOR.

13. DEMOLISH EXISTING ROOM SPACE HEATER AND

EXHAUST FAN.

14. SEE PHOTO 2/ED101. FOR REFERENCE.

15. SEE PHOTO 3/ED101. FOR REFERENCE.

16. SEE PHOTO 4/ED101. FOR REFERENCE.

17. SEE PHOTO 5/ED101. FOR REFERENCE.

18. SEE PHOTO 6/ED101. FOR REFERENCE.

A. CONTRACTOR IS TO REPLACE EXISTING HV

SWITCH, 500 KVA TRANSFORMER AND 2000A

SWITCHGEAR WITH NEW EQUIPMENT. ALL

POWER/CONTROL WIRING INCLUDING CONDUITS

SHALL REMAIN SECURED DURING

CONSTRUCTION AND BE READY FOR

TERMINATION TO NEW EQUIPMENT.

B. CONTRACTOR IS ALSO TO DECOMMISSION

EXISTING 150 KVA DIESEL GENERATOR AND

RELOCATE TO THE BUILDING 65 GARAGE FOR

STORAGE.

C. REFER TO THE PROJECT WORK PHASING PLAN

AND SHUTDOWN ON E-001 PRIOR TO

CONSTRUCTION.

D. REFER TO E-602 SINGLE LINE DIAGRAM FOR

ELECTRICAL POWER DETAILS.

E. VERIFY, LABEL, AND RECORD (PHOTOGRAPH)

ALL POWER/CONTROL CABLES AND CONDUITS

PRIOR TO DEMOLITION.

0 2 4 8

NORTH

PLAN

85, 86, 87

AREA OF WORK

2 FRONT VIEW - HV SWITCH

SCALE: NTS4 FRONT VIEW - MDP-167

SCALE: NTS

3 FRONT VIEW - TRANSFORMER

SCALE: NTS5 AREA VIEW - BEHIND TRANSFORMER

SCALE: NTS

6 VIEW - PANEL 168-E & EAST DOOR

SCALE: NTS

X

SHEET KEY NOTES:

SHEET NOTES:

101A

101B

101C

MECHANICAL

ROOM

FEC

FEC

DS DS

ELECTRICAL

ROOM

HV

SWITCH

11 12 14

SOLAR POWER

DISCONNECT

EXISTING PULL BOX

EXISTING PANEL '164-E'

EXISTING SPLICE BOX

EXHAUST

FAN

XFMR

POWER METERING

ENCLOSURE

EXISTING INTAKE

LOUVER AND

MOTORIZED DAMPER

EXISTING EXHAUST FAN

BUS

BAR

BUS

BAR

16 17

L1

L1

L1L1

L1 L1

EX

EM

EM

EM

EX

EX

NEW

MDP-167

GENERATOR "START"

SIGNAL SPLICE BOX

C O

N C

W

A L K

CONC. WALK

CONC. WALK

T

TEMPORARY 2000A

SWITCHBOARD

BLDG 85

CORRIDOR

TEMPORARY

500kVA

TRANSFORMER

CONDUIT SUPPORT

5 6

GROUND LOOP

G G

G G

G G

G G

G G

G G

G G

G G

G G

G G G G G G G

GGGGGGG

G G

G G

G G

G G

G G

G G

G G

G G

G G

3 4

1000KW GEN-SET AND

3000A ATS ENCLOSURE

8 9 10

SECTION 9 ON

DWG E-501

PNL BOARD

NEW ATS

L11

L11

L11

EPO

GFCI

L12

L12

L11

L11

L11

EPO

GFCI

L12

L12

FUEL TANK

LEAK DETECTION,

LEVEL MONITOR

CONTROL PANEL

FUEL TANK

ALARM ANNUNCIATOR

L11 L11

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

LocationLocation

Office of

Construction and Facilities

Management

PROJECT MANAGER:

ACG Project Number

N

R

C

O

N

S

T

R

U

C

T

I

O

N

N

R

C

O

N

S

T

R

U

C

T

I

O

N

CONSULTANTS:

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120

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

U.S. Department of Veterans Affairs

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

KEY PLAN:

JULY 20, 2021 CARHT

INSTALL GENERATOR FOR

BUILDINGS 85, 86 AND 87 (SA)

630A4-18-415

VA NEW YORK HARBOR HEALTHCARE

SYSTEM, ST. ALBANS CAMPUS

179-00 LINDEN BLVD,

JAMAICA, NY 1134-1468

19-227

BID DOCUMENTS

N

O

R

T

H

FULLY SPRINKLERED

20-1-SA

EP101

POWER PLAN (NEW WORK)

85, 86, 87

1 ELECTRICAL BUILDING (VAULT 164) - FLOOR PLAN

SCALE: 1/4" = 1' 0"

0 2 4 8

NORTH

4 ELECTRICAL BUILDING AND GENERATOR ENCLOSURE - ROOF PLAN

SCALE: 3/16" = 1' 0"

AREA OF WORK

A. REFER TO THE PROJECT WORK PHASING PLAN AND

SHUTDOWN ON E-001 PRIOR TO CONSTRUCTION.

B. REFER TO E-603 AND E-604 SINGLE LINE DIAGRAMS

FOR TEMPORARY AND NEW POWER DETAILS.

C. NEW 1000 KVA PAD MOUNTED TRANSFORMER SHALL

BE A COMPACT SIZED DEAD FRONT SUBSTATION WITH

4160V DUAL VACUUM INTERUPTER, ENVIROTEMP FR3

FLUID FILLED, AND 3000A 208V/120Y OUTPUT BREAKER.

THIS NEW TRANSFORMER SHALL FIT ON THE EXISTING

FOOTPRINT OF 500KVA TRANSFORMER UTILIZING THE

PRIMARY FEEDER CONDUIT FLOOR STUB-UPS. DESIGN

BASIS EQUIPMENT IS EATON AR-VFI SERIES.

D. THE DESIGN BASIS FOR NEW DIESEL GENERATOR IS

KOHLER KD1250-A, NAMEPLATED AT 1000KVA. WHERE

CONTRACTOR DEVIATES FROM THE BASIS OF DESIGN,

THE CONTRACTOR IS RESPONSIBLE FOR ANY

INCREASES IN PAD SIZE, CABLE LENGTHS AND SIAR

CONFIGURATIONS RESULTING FROM CHANGE.

E. NEW 3000A SWITCHGEAR SHALL FIT ON EXISTING

MDP-167, UTILIZING THE EXISTING CIRCUIT FEEDERS

AND CONDUIT FLOOR STUBUPS. DESIGN BASIS

EQUIPMENT IS EATON SWITCHGEAR WITH MAGNUM

BREAKERS.

SHEET NOTES:

3 GENERATOR ENCLOSURE - FLOOR PLAN

SCALE: 1/4" = 1' 0"

2 SAFETY SIGNAGE

SCALE: NTS

0 2 4 8

NORTH

SHEET KEY NOTES:

8"X12" COLOR ALUMINUM

METAL SIGN PRE-DRILLED

HOLE ON EACH CORNER

1. PROVIDE 1000KVA OUTDOOR GEN-SET TO INCLUDE:

-TIER 4 CERTIFIED DIESEL ENGINE-GENERATOR,

NAMEPLATED AT 1000KVA.

-3000A AUTOMATIC TRANSFER SWITCH (ATS)

-96-HR DOUBLE WALL BASE TANK AT FULL LOAD.

-WALK-IN ENCLOSURE WITH ACCESS PLATFORMS FOR

ENTRY AND MAINTENANCE OF EQUIPMENT.

-SUFFICIENT SPACE TO HOUSE NECESSARY EXHAUST

SYSTEMS WITHIN THE ENCLOSURE FOR 96-HR RUN

RUN TIME AT FULL LOAD.

-GROUND LUG AT EACH SIDE END OF STRUCTURE

FRAME.

2. PROVIDE 200A, 208/120V POWER FROM PANEL 164-E

TO THE GENERATOR PANEL BOARD.

3. PROVIDE LOCK AND KEY HARDWARE FOR ALL DOORS.

4. PROVIDE POWER AND CONTROL WIRING BETWEEN

THE 3000A ATS AND NEW SWITCHBOARD MDP-167.

5. PROVIDE OVERHEAD CONDUIT SUPPORT BETWEEN

THE GEN-SET ENCLOSURE AND ELECTRICAL BUILDING

AS REQUIRED.

6. PROVIDE POWER & CONTROL WIRING IN CONDUITS.

7. ALL LIGHTING, CONTROLLERS, PUSHBUTTONS,

HEATERS, BATTERY CHARGER, EXHAUST SYSTEMS,

AND DEVICES ARE PREWIRED AND FURNISHED WITH

ENCLOSURE.

8. PROVIDE E-STOP PUSH BUTTONS IN WEATHER PROOF

PLASTIC ENCLOSURE WITH TAMPER SEAL.

9. PROVIDE NEW SAFETY SIGNAGE ON THE EXTERIOR

OF ALL GENERATOR DOORS.

10.PROVIDE AND WIRE THE REMOTE GENERATOR

CONTROL/ANNUNCIATOR, DEF FLUID AND FUEL

MONITORING PANELS TO THE SECURITY ROOM A-101 IN

BUILDING 89.

11.PROVIDE NEW TRANSFORMER AND SWITCHGEAR

MDP-164. CONNECT THE POWER METER ON

SWITCHGEAR TO CONNECT TO FACILITY BMS IN BLDG

89.

12.RECONNECT ALL EXISTING LOADS AND WIRING TO

THE SOLAR POWER. REFER TO E-605 FOR DETAILS.

13.PROVIDE NEW EXHAUST FAN. WALL MOUNTED, 3/4 HP,

DIRECT DRIVE PROPELLER STYLE, SIZE TO FIT IN

EXISTING OPEN. 1000 CFM AT .2 IN EXTERNAL STATIC

PRESSURE (ELEV = 33 FT). PROVIDE WITH GRAVITY

BACKDRAFT DAMPER, BIRDSCREEN, FACTORY

MOUNTED DISCONNECT, AND FACTORY MOUNTED

SOLID STATE SPEED CONTROL. RE-INTEGRATE WITH

EXISTING THERMOSTAT AND INTAKE DAMPER

CONTROLS. SET THERMOSTAT TO 80 DEGREES F.

14.CONNECT THE NEW 1000KVA TRANSFORMER TO THE

PLANT POWER LOOP 1 AND 3.

15. PROVIDE WIRING FOR THE MDP POWER METER.

16.PROVIDE WIRING FROM THE POWER METER TO THE

FACILITY BMS IN ENGINEERING SERVICE, BLDG 89.

17.PROVIDE GROUNDING FROM NEW EQUIPMENT TO

BUILDING GROUND BUS BAR.

18.REPLACE EXISTING INTERIOR LIGHTING FIXTURES

INCLUDING WALL SWITCHES, EMERGENCY AND EXIT

SIGNS.

19.THOROUGHLY CLEAN AND PAINT EXISTING LOUVER

AND DAMPER. PROVIDE PRIMER AND HEAVY DUTY

URETHANE TOPCOAT.

20.PROVIDE GROUND LOOP AROUND THE ENCLOSURE.

TIE-IN THE GROUND LOOP TO THE GEN-SET

ENCLOSURE.

21.PROVIDE GROUNDING TO THE TEMPORARY

SWITCHBOARD AND FENCES.

22.REFER TO ES102 FOR INSTALLATION AND REMOVAL

OF TEMPORARY SWITCHBOARD AND TRANSFORMER.

23.PROVIDE A 30"x42" PLEXIGLASS FRAME FOR AS-BUILT

SINGLE-LINE DIAGRAM.

NORTH

0 42 8

SHEET KEY NOTES:

EXISTING

MDP-164

EXSTING

MDP-164E

85-ATS-ECR

DP-ECR-164

85-ATS-ELS

DP-ELS-164

85-ATS-EME

DP-EME-164

EXISTING

MDP-850E

5 6

CONTINUE ON DWG

ES101, DETAIL 2

5 6

CONTINUE ON DWG

ES101, DETAIL 2

85-MTS-ELS

EXISTING

EXHAUST FAN

BROKEN/UNUSED

EXHAUST FAN

ROOM

85-5A

MDP-87

5 6

CONTINUE ON

DWG ES101,

DETAIL 2

MECHANICAL ROOM

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:

SHEET KEY NOTES:

321 4 5 6 7

A B

C D

E

Dwg. of

LocationLocation

Office of

Construction and Facilities

Management

PROJECT MANAGER:

ACG Project Number

N

R

C

O

N

S

T

R

U

C

T

I

O

N

N

R

C

O

N

S

T

R

U

C

T

I

O

N

CONSULTANTS:

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120

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

U.S. Department of Veterans Affairs

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

KEY PLAN:

JULY 20, 2021 CARHT

INSTALL GENERATOR FOR

BUILDINGS 85, 86 AND 87 (SA)

630A4-18-415

VA NEW YORK HARBOR HEALTHCARE

SYSTEM, ST. ALBANS CAMPUS

179-00 LINDEN BLVD,

JAMAICA, NY 1134-1468

19-227

BID DOCUMENTS

N

O

R

T

H

FULLY SPRINKLERED

20-1-SA

EP102

POWER PLAN (NEW WORK)

1. PROVIDE POWER FEEDERS "TO" AND "FROM"

MAINTENANCE TRANSFER SWITCH. LINE DIAGRAM

E-605 FOR DETAILS.

2. ROUTE TEMPORARY ROUGH-DUTY

CONDUCTORS(2 - 4 #500 KCMIL WITH EG) IN 3"

RIGID CONDUIT DOWN WINDOWWELL AND

THROUGH WINDOW TO TEMPORARILY FEED PANEL

MDP-164(NORMAL), SEE ONE LINE DIAGRAM. E-603

FOR DETAILS.

3. ROUTE TEMPORARY ROUGH-DUTY CONDUCTORS

(2-4 #500KCMIL WITH EG) IN 3" RIGID CONDUIT

DOWN WINDOWWELL AND THROUGH BOARDED UP

WINDOW OPENING TO ROUTE DOWN CORRIDOR,

AS HIGH AS PRACTICEABLE. SUPPORT

CONDUCTORS FROM STRUCTURE.

4. SLEEVE THROUGH EXISTING WALL AND PATCH TO

ALLOW ROUGH-DUTY CONDUCTORS TO PASS

THROUGH WALL. PROVIDE SEAL AT AND AROUND

OPENING WITH 1-HR FIRE RATED MATERIALS AS

REQUIRED.

5. DURING CONSTRUCTION, REMOVE AND SECURE

THE NORMAL FEEDER FROM MDP-167. CONNECT

THE TEMPORARY FEEDER FROM TEMPORARY

2000A SWITCHBOARD.

6. AFTER CONSTRUCTION, REMOVE THE

TEMPORARY AND RECONNECT THE NORMAL

FEEDER.

7. PROVIDE MAINTENANCE TRANSFER SWITCH WITH

MOUNTING BRACKET.

8. ROUTE IN 3" RIGID CONDUIT, ESTIMATED 40 FT.

1 BUILDING 85/86 BASEMENT RM. 005-85-5A/CONNECTING CORRIDOR

SCALE: 1/4" = 1' 0"

2 BUILDING 87 MECHANICAL ROOM

SCALE: 1/4" = 1' 0"

85, 86, 87

AREA OF WORK

A. REFER TO THE PROJECT WORK PHASING PLAN ON

E-001 PRIOR TO CONSTRUCTION. .

B. CONTRACTOR TO CLOSE ALL OPENINGS AT AND

AROUND THE ENTRY POINT OF TEMPORARY FEEDER.

SEAL WITH WATER TIGHT GRADE MATERIALS.

0 2 4 8

N

O

R

T

H

0 2 4 8

N

O

R

T

H

TO

VAULT

E-167

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:

SHEET KEY NOTES:

321 4 5 6 7

A B

C D

E

Dwg. of

LocationLocation

Office of

Construction and Facilities

Management

PROJECT MANAGER:

ACG Project Number

N

R

C

O

N

S

T

R

U

C

T

I

O

N

N

R

C

O

N

S

T

R

U

C

T

I

O

N

CONSULTANTS:

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120

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

U.S. Department of Veterans Affairs

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

KEY PLAN:

JULY 20, 2021 CARHT

INSTALL GENERATOR FOR

BUILDINGS 85, 86 AND 87 (SA)

630A4-18-415

VA NEW YORK HARBOR HEALTHCARE

SYSTEM, ST. ALBANS CAMPUS

179-00 LINDEN BLVD,

JAMAICA, NY 1134-1468

19-227

BID DOCUMENTS

N

O

R

T

H

FULLY SPRINKLERED

20-1-SA

EP103

POWER PLAN (NEW WORK)

1. CONTRACTOR TO PROVIDE CONTROL WIRING IN

1-1/2" CONDUIT ABOVE CEILING FROM VAULT E-167

ROOM.

2. CONTRACT TO PROVIDE 18"x18"x6" PULL BOX AT

EACH 90 DEGREE TURN AND EVERY 100'.

3. CONTRACTOR TO TURN THE CONDUIT UP TO 1ST

FLOOR ROOM A-101, SECURITY OFFICE.

4. CONTRACTOR TO TURN THE CONDUIT UP TO 1ST

FLOOR ROOM A-123A.

5. CONTRACTOR TO PROVIDE CONTROL WIRING IN

1-1/2" CONDUIT TO GENERATOR, DEF FLUID, AND

DIESEL FUEL MONITORING REMOTE PANELS.

COORDINATE EXACT LOCATION OF PANEL WITH

SECURITY PERSONNEL.

6. CONTRACTOR TO PROVIDE CONTROL WIRING TO

FACILITY BMS AND SCHNEIDER METERING

SYSTEM.

87, 89

AREA OF WORK

N

O

R

T

H

0 4 8 16

A. COORDINATE WITH VA SECURITY FOR ROUTING

AND INSTALLING ANNUNCIATOR AND MONITORING

PANELS IN ROOM A-101.

B. COORDINATE WITH VA FACILITY FOR ROUTING

AND TERMINATING CONTROL WIRING ON BMS

EQUIPMENT IN ROOM A-123A.

2 ENLARGED PARTIAL PLAN - BUILDING 89 FIRST FLOOR

SCALE: 1/8" = 1' 0"

N

O

R

T

H

0 4 8 161 BUILDING 89 AND CONNECTING CORRIDOR - BASEMENT

SCALE: 1/8" = 1' 0"

STANDBY POWER SYSTEMNORMAL POWER SYSTEM

FROM UTILITY TRANSFORMER

SERVICE #2 IS BREAKER

FROM UTILITY TRANSFORMER

NORMAL POWER SYSTEM

SERVICE #1 IS

LOCATED IN VAULT 167

FROM DIESEL GENERATOR

SERVICE #2 OF 2

STANDBY POWER SYSTEM

LOCATED ON OUTDOOR

DIESEL GENERATOR SET

SERVICE #1 OF 2

NOTE:

LABELS SHALL BE ENGRAVED PHENOLIC LABELS

WITH WHITE TEXT ON BLACK BACKGROUND

(NORMAL); WHITE TEXT ON RED BACKGROUND

(STANDBY)

CONCRETE BASE-MIN. 28 DAY STRENGTH

OF 3000 PSI-EXTEND 12" BEYOND

TRANSFORMER ON

ALL SIDES-MAINTAIN REBARS MINIMUM 3"

CLEAR FROM SURFACE OF CONRETE-

SURFACE SHALL BE LEVEL AND

TROWELED SMOOTH-CHAMFER EDGE 3/4"

6" BASE OF COMPACTED

CRUSHED STONE

SOIL BENEATH PAD SHALL

BE UNDISTURBED SOIL OR

COMPACTED FILL FREE

FROM ROOTS AND OTHER

ORGANIC MATERIAL

DETAIL NOTES:

1.

3"

FUEL TANK OR OTHER ELECTRICAL EQUIPMENT

PAD SHALL BE 6" THICK. PROVIDE #4 BARS 12"

ON CENTER EACH WAY VERTICALLY.

INSYLATING BUSHING-PROVIDE GROUNDING BUSHING AT

PAD MOUNT TRANSFORMER, AND WHEN TERMINATING IN

SERVICE ENTRANCE EQUIPMENT

BEND AND CONDUIT RISE TO

ABOVE GRADE/FLOOR SHALL BE

RIGID METAL CONDUIT-COAT WITH

ASPHALTUM AS SPECIFIED TO 6"

ABOVE GRADE OR FLUSH AT

FLOOR

RISE MIN. 6" ABOVE

GRADE/FLOOR UNO

FINISH GRADE/FLOOR

RIGID METAL CONDUIT AS

SPECIFIED-SEE SPECIFICATIONS

AND/OR DRAWINGS

FEEDER WITH EG

BOND

BUSHING-

TYPICAL

'ATS'

GROUND BAR

NEUTRAL BAR

GROUND BAR

GENERATOR

1000A

4 POLE

TRANSFER

SWITCH

FROM NORMAL

POWER SOURCE

TO DOWNSTREAM

DISTRIBUTION

EQUIPMENT

BOND TO

GROUND RING

MAIN BONDING

JUMPER-3/0 AWG

BONDING

JUMPER

B

A

C

EG

A

C

B

C

N

N

B

C

B

N

C

B

N

N

EG

C

C

B

A

A

A

EG

EG

EXISTING EQUIPMENT

OR COLUMN

SUPPORT PAD

G G

G G G

" MAXIMUM

#4/0 BARE COPPER

CONDUCTOR PIGTAIL

WITH EXCESS FOR

LATER CONNECTIONS.

1" PVC CONDUIT

EXOTHERMIC WELD#4/0 GROUND LOOP

3/4" X 10'-0" LONG COPPER

CLAD STEEL GROUND ROD.

DRIVEN AT LEAST 30" BELOW

FINISHED GRADE.

CADWELD TYPE

"TA"

CONNECTIONS

CADWELD TYPE

'GY'

CONNECTION

#4/0 BARE COPPER WIRE

CROSSING CONDUCTOR (PART

OF GROUND LOOP WHERE

SHOWN ON DRAWINGS)

TYPICAL BARE COPPER WIRE

CONNECTION (FROM SERVICE

ENTRANCE EQUIPMENT, STEEL COLUMN,

AND LIGHTNING PROTECTION SYSTEM

AS SHOWN ON DRAWINGS)

#4/0 BARE COPPER WIRE

(GROUND LOOP)

M

I N

I M

U M

T

P

R

O D

NOTES:

1. ALL MATERIALS SHALL BE BY A SINGLE MANUFACTURER.

2. ALL WORK SHALL BE PERFORMED STRICTLY ACCORDING TO THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. PROPER

GROUNDING CONNECTIONS ARE CRITICAL TO SAFETY AND FACILITY OPERATION.

3. CLEAN AND DRY CONDUCTORS AND OTHER CONNECTION PARTS AND MOLDS PRIOR TO USE.

4. CONDUCTORS SHALL NOT BE UNDER TENSION DURING WELDING. PROVIDE A CABLE CLAMP WHERE TENSION IS ON CABLES

PRIOR TO WELDING TO PREVENT DEFORMATION OF CONDUCTOR.

5. PROVIDE PACKING MATERIAL ON REBAR PRIOR TO WELDING TO PREVENT LEAKAGE OF WELDING MATERIAL.

CONDUCTOR TEE

CONNECTION TYPE

'TA'

CONDUCTOR TO REBAR

TEE CONNECTION TYPE

'RJ'

CONDUCTOR TO REBAR

THRU CONNECTION TYPE

'RC'

CONDUCTOR TO GROUND

ROD CONNECTION TYPE

'GT'

VERTICAL CONDUCTOR TO

VERTICAL STEEL CONNECTION TYPE

'VV'

HORIZONTAL CONDUCTOR TO

VERTICAL STEEL CONNECTION TYPE

'VG'

CONDUIT SCHEDULE

NUMBER

13-20

1-8

11-12

SIZE

FROM

4"

2 1/2"

2"

4"

4"

3000A BREAKER

TRANSF. OUTPUT

PANEL 164-E

REMOTE

ANNUNCIATOR

3000A MAIN BRKR

MDP-167

600A BREAKER

GEN. OUTPUT

TO

85-ATS-GEN

NORMAL SOURCE

GEN. PANEL

GEN. CONTROL

PANEL

85-ATS-GEN

OUTPUT

SPLICE BOX

NOTE:

X - CONDUIT NUMBERING

X - NUMBER

1 2 3 4 5

14 1513 1716

201918

36.0

7 8

POWER CONDUCTORS

POLE

GRADE

POLE

LINE OF SIGHT

20'-0"

MIN. HEIGHT

GROUND

TAMP SOIL/EARTH

POWER POLE

MIN 5'-0'

MIN 25'-0'

NOTE: GUY LINES SHALL

BE INSTALLED IF

NECESSARY-TO

ADD STABILITY.

POLE HOLE DEPTHS

POLE

LENGTH

CLAY SAND SOLID

ROCK

25'

30'

35'

40'

4'-0"

4'-6"

5'-0"

5'-0"

5'-0"

5'-6"

6'-0"

6'-0"

3'-6"

3'-6"

3'-6"

3'-6"

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

LocationLocation

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

U.S. Department of Veterans Affairs

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

JULY 20, 2021 CARHT

INSTALL GENERATOR FOR

BUILDINGS 85, 86 AND 87 (SA)

630A4-18-415

VA NEW YORK HARBOR HEALTHCARE

SYSTEM, ST. ALBANS CAMPUS

179-00 LINDEN BLVD,

JAMAICA, NY 1134-1468

19-227

BID DOCUMENTS

FULLY SPRINKLERED

20-1-SA

E-501

ELECTRICAL DETAILS

1 GENERATOR GROUNDING - 4 POLE ATS

SCALE: N.T.S.

2 MULTIPLE SERVICE LABELING

SCALE: N.T.S.

3 OUTDOOR EQUIPMENT PAD FOR TEMPORARY UTILITY TRANSFORMER

SCALE: N.T.S.

4 UNDERGROUND CONDUIT RISE TO ABOVE GRADE/FLOOR

SCALE: N.T.S.

7 GROUND EQUIPMENT "STUB-UP"

SCALE: N.T.S.

8 GROUND LOOP CONNECTIONS

SCALE: N.T.S.

6 EXOTHERMIC WELD CONNECTIONS

SCALE: N.T.S.

5 GROUNDING ROD

SCALE: N.T.S.

9 SECTIONS - CONDUIT RACK

SCALE: NTS

10 SECTION - POWER CONDUCTORS AND POLES

SCALE: N.T.S.

11 DETAIL - INSTALLATION OF POLES

SCALE: N.T.S.

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. FLOOR OR WALL ASSEMBLY - LIGHTWEIGHT OR NORMAL WEIGHT (100-150 PCF OR 1600-2400 KG/M3) CONCRETE.

EXCEPT AS NOTED IN TABLE UNDER ITEM 4, MIN THICKNESS OF SOLID CONCRETE FLOOR OR WALL ASSEMBLY IS 4-1/2

IN. (114 MM). FLOOR MAY ALSO BE CONSTRUCTED OF ANY MIN 6 IN. (152 MM) THICK UL CLASSIFIED HOLLOW CORE

PRECAST CONCRETE UNITS* . WHEN FLOOR IS CONSTRUCTED OF HOLLOW CORE PRECAST CONCRETE UNITS, PACKING

MATERIAL (ITEM 3) AND CAULK FILL MATERIAL (ITEM 4) TO BE INSTALLED SYMMETRICALLY ON BOTH SIDES OF FLOOR, FLUSH WITH FLOOR SURFACE. WALL ASSEMBLY MAY ALSO BE CONSTRUCTED OF ANY UL CLASSIFIED CONCRETE

BLOCKS*. MAX DIAM OF OPENING IS IN SOLID LIGHTWEIGHT OR NORMAL WEIGHT CONCRETE. FLOOR IS 32 IN. (813 MM).

MAX DIAM OF OPENING IN FLOOR CONSTRUCTED OF HOLLOW-CORE PRECAST CONCRETE UNITS IS 7 IN. (178 MM).

SEE CONCRETE BLOCKS (CAZT) AND PRECAST CONCRETE UNITS (CFTV) CATEGORIES IN THE FIRE RESISTANCE

DIRECTORY FOR NAMES OF MANUFACTURERS.

1A. STEEL SLEEVE (OPTIONAL, NOT SHOWN) - MAX 15 IN. (381 MM) ID (OR SMALLER) SCHEDULE 10 (OR HEAVIER) STEEL

SLEEVE CAST OR GROUTED INTO FLOOR OR WALL ASSEMBLY. SLEEVE MAY EXTEND A MAX OF 2 IN. (51 MM) ABOVE TOP

OF FLOOR OR BEYOND EITHER SURFACE OF WALL. MAX 16 IN. (406 MM) ID (OR SMALLER) MIN 0.028 (0.71 MM) WALL

THICKNESS (OR HEAVIER) GALVANIZED STEEL SLEEVE CAST OR GROUTED INTO FLOOR OR WALL ASSEMBLY. SLEEVE

MAY EXTEND A MAX OF 1/2 IN. (13 MM) BEYOND EITHER SURFACE OF FLOOR OR WALL.

2. THROUGH PENETRANTS - ONE METALLIC PIPE, CONDUIT OR TUBING TO BE INSTALLED EITHER CONCENTRICALLY OR

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

EDGE OF THROUGH OPENING OR SLEEVE IS DEPENDENT ON THE PARAMETERS SHOWN IN ITEM 4. MIN ANNULAR SPACE

BETWEEN PIPE OR CONDUIT AND EDGE OF THROUGH OPENING IS 0 IN. (0 MM) (POINT CONTACT). PIPE CONDUIT OR

TUBING TO BE RIGIDLY SUPPORTED ON BOTH SIDES OF FLOOR OR 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.

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

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

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

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

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

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

WOOL BATT OR GLASS FIBER INSULATION FIRMLY PACKED INTO OPENING AS A PERMANENT FORM. PACKING MATERIAL

TO BE RECESSED FROM TOP SURFACE OF FLOOR OR FROM BOTH SURFACES OF WALL AS REQUIRED TO

ACCOMMODATE THE REQUIRED THICKNESS OF CAULK FILL MATERIAL (ITEM 4).

4. FILL,VOID OR CAVITY MATERIAL* - CAULK OR SEALANT - APPLIED TO FILL THE ANNULAR SPACE FLUSH WITH TOP

SURFACE OF FLOOR. IN WALL ASSEMBLIES, REQUIRED CAULK THICKNESS TO BE INSTALLED SYMMETRICALLY ON BOTH

SIDES OF WALL, FLUSH WITH WALL SURFACE. AT POINT CONTACT LOCATION BETWEEN PENETRANT AND SLEEVE OR

BETWEEN PENETRANT AND CONCRETE, A MIN 1/4 IN. (6 MM) DIAM BEAD OF CAULK SHALL BE APPLIED AT TOP SURFACE

OF FLOOR AND AT BOTH SURFACES OF WALL. THE HOURLY F RATINGS AND THE MIN REQUIRED CAULK THICKNESSES

ARE DEPENDENT UPON A NUMBER OF PARAMETERS, AS SHOWN IN THE FOLLOWING TABLE:

(A)MIN 2 IN. (51 MM) THICKNESS OF MINERAL WOOL BATT INSULATION REQUIRED IN ANNULAR SPACE.

(B)MIN 1 IN. (25 MM) THICKNESS OF MINERAL WOOL BATT INSULATION REQUIRED IN ANNULAR SPACE ON BOTH SIDES

OF FLOOR OR WALL ASSEMBLY. MIN 1 IN. (25 MM) THICKNESS OF CAULK TO BE INSTALLED FLUSH WITH EACH SURFACE

OF FLOOR OR WALL ASSEMBLY.

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

MIN FLOOR OR

WALL THKNS IN.

(MM)

2-1/2 (64)

2-1/2 (64)

4-1/2 (114)

NOM PIPE TUBE OR

CONDUIT DIAM IN.

(MM)

1/2-12 (13-305)

1/2-12 (13-305)

1/2-6 (13-152)

MAX

ANNULAR

SPACE IN.

(MM)

1-3/8 (35)

3-1/4 (83)

MIN. CAULK

THKNS IN.

(MM)

1/2 (13)

1 (25)

1/4 (6) (a)

System No. C-AJ-1044

June 15, 2005

F Ratings - 2, 3, and 4 Hr (See Items 2A and 4)

T Rating - 0 Hr

L Rating At Ambient - 2 CFM/sq ft

L Rating At 400 F - less than 1 CFM/sq ft

W Rating - Class I (See Item 4)

SECTION A-A

A

A

F

RATING

HR

1-3/8 (35)

1/2 (13)

1 (25)

1 (25)

1 (25)

2 (51)

1 (25) (b)1-3/8 (35)

3-1/4 (83)

2 (51)

2 (51)

2 (51)

1-1/4 (32)1/2-12 (13-305)

1/2-12 (13-305)

22-30 (558-762)

1/2-20 (13-508)

1/2-6 (13-152)

1/2-20 (13-508)

4-1/2 (114)

4-1/2 (114)

4-1/2 (114)

4-1/2 (114)

4-1/2 (114)

5-1/2 (140)

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

CONSTRUCTED

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…