S02 - 6 695-22-106 23-093-Q30 Drawings 100 20240820 1 of 2.pdf

Engineers Architects Revisions: Date

Drawing Title

Approved

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER

NOT FOR

CONSTRUCTION

NOT FOR

CONSTRUCTION

Date Checked Drawn

ACG Project Number

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.

PROJECT LOCATION MAP

VOLUME 1 OF 1

70, 91, 102, 111, 112, 113, & 123

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GI001

ENG. PROJECT COVER

1 24WSR

INSTALL LIGHTNING

PROTECTION

CLEMENT J. ZABLOCKI VAMC

5000 WEST NATIONAL AVENUE

MILWAUKEE, WI 53295 AUGUST 20, 2024

100% CONSTRUCTION DOCUMENTS

695-22-10623-093

INSTALL LIGHTNING PROTECTION

CLEMENT J. ZABLOCKI VAMC

5000 WEST NATIONAL AVENUE

MILWAUKEE, WI 53295

VA PROJECT #: 695-22-106

KTK

GENERAL

GENERAL GI001 ENG. PROJECT COVER 1 24

ELECTRICAL

ELECTRICAL E-001 ELECTRICAL GENERAL NOTES, SYMBOL LEGENDS, AND ABBREVIATIONS 2 24

ELECTRICAL ES101 BUILDING 70 & 123, OVERALL PLANS 3 24

ELECTRICAL ES102 BUILDING 111, OVERALL UPPER AND LOWER ROOF PLANS 4 24

ELECTRICAL ES103 BUILDING 111, EASTERN & NORTHERN LIGHTNING PROTECTION ELEVATIONS 5 24 ELECTRICAL ES104 BUILDING 111, WESTERN & SOUTHERN LIGHTNING PROTECTION ELEVATIONS 6 24 ELECTRICAL 70.E101 BUILDING 70/E & K ROOF, LIGHTNING PROTECTION PLAN, NEW WORK 7 24

ELECTRICAL 70.E102 BUILDING 70/B & A ROOF, LIGHTNING PROTECTION PLANS 8 24

ELECTRICAL 70.E103 BUILDING 70/C ROOF, LIGHTNING PROTECTION PLAN, NEW WORK 9 24

ELECTRICAL 70.E104 BUILDING 70/D ROOF, LIGHTNING PROTECTION PLAN, NEW WORK 10 24

ELECTRICAL 102.E101 BUILDING 91 & 102 ROOF, LIGHTNING PROTECTION PLAN, NEW WORK 11 24 ELECTRICAL 111.E101 BUILDING 111 UPPER A WING ROOF, LIGHTNING PROTECTION PLANS 12 24 ELECTRICAL 111.E102 BUILDING 111 UPPER B WING ROOF, LIGHTNING PROTECTION PLANS 13 24 ELECTRICAL 111.E103 BUILDING 111 UPPER C WING ROOF, LIGHTNING PROTECTION PLANS 14 24 ELECTRICAL 111.E104 BUILDING 111, FLOOR 2 AND 5 ROOF, LIGHTNING PROTECTION PLAN, NEW WORK 15 24

ELECTRICAL 112.E101 BUILDING 112 ROOF, LIGHTNING PROTECTION PLANS 16 24

ELECTRICAL 113.E101 BUILDING 113 ROOF, LIGHTNING PROTECTION PLAN, NEW WORK 17 24

ELECTRICAL 123.E101 BUILDING 123/A ROOF, LIGHTNING PROTECTION PLANS 18 24

ELECTRICAL 123.E102 BUILDING 123/B ROOF, LIGHTNING PROTECTION PLANS 19 24

ELECTRICAL 123.E103 BUILDING 123/C ROOF, LIGHTNING PROTECTION PLANS 20 24

ELECTRICAL 123.E104 BUILDING 123/D ROOF, LIGHTNING PROTECTION PLANS 21 24

ELECTRICAL 123.E105 BUILDING 123/E ROOF, LIGHTNING PROTECTION PLANS 22 24

ELECTRICAL E-501 ELECTRICAL DETAILS 23 24

ELECTRICAL E-502 ELECTRICAL DETAILS 24 24

Docusign Envelope ID: FB232B3D-DB2C-480F-9397-58A7828991F7

8/19/2024

SYMBOL HEIGHT DESCRIPTION

ALL HEIGHTS ARE TO CENTER OF DEVICE UNLESS NOTED OTHERWISE.

TOP: HEIGHT TO TOP OF DEVICE

ANY HEIGHTS INDICATED IN PLANS SHALL SUPERSEDE THOSE LISTED HERE.

LIGHTNING PROTECTION AIR TERMINAL

LIGHTNING PROTECTION CONDUCTOR

LIGHTNING PROTECTION CONDUCTOR TO BE

DEMOLISHED

LIGHTNING PROTECTION AIR TERMINAL TO BE

DEMOLISHED

LIGHTNING PROTECTION GROUND ROD

CONDUCTOR ROOF PENETRATION

ROOF PENETRATION TO BE DEMOLISHED

DOWN CONDUCTOR

BOND CONDUCTOR TO METAL BODY

'T' CONNECTION OF CONDUCTORS

CONDUCTOR BOND TO BE DEMOLISHED

HORIZONTAL THRU-WALL PENETRATION

DOWN CONDUCTOR TO BE DEMOLISHED

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

13.

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.

PROTECT EXISTING UNDERGROUND AND BUILDING INTERIOR UTILITIES DURING CONSTRUCTION.

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 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.

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".

ALL ITEMS AND MATERIALS SHOWN, INDICATED, OR REQUIRED FOR A COMPLETE PROJECT SHALL BE PROVIDED AND

INSTALLED BY THE CONTRACTOR, UNLESS NOTIFIED OTHERWISE.

CONTRACTOR SHALL COORDINATE ANY ELECTRICAL SYSTEM REQUIRED SHUTDOWN WITH THE COR 2 WEEKS IN ADVANCE

AND CONFIRM 48 HOURS PRIOR.

CONTRACTOR SHALL OBTAIN A VA HOSPITAL DIRECTOR ISSUED, HOT WORK PERMIT FROM THE COR OR APPROVED REPRESENTATIVE. CONTRACTOR SHALL OBTAIN THE PERMIT A MINIMUM OF TWO WEEKS PRIOR TO ANY WORK THAT WILL

CAUSE A POWER OUTAGE OR WORK THAT IS CONSIDERED “HOT WORK".

ELECTRICAL GENERAL NOTES

1.

2.

3.

4.

5.

6.

PRIOR TO SUBMITTING PROPOSAL, BIDDER SHALL EXAMINE ALL GENERAL CONSTRUCTION DRAWINGS.

CERTAIN REMODELING OF ELECTRICAL FACILITIES WILL BE REQUIRED IN THE EXISTING BUILDING. EXISTING CONDUIT RUNS ARE GENERALLY NOT SHOWN. ALTHOUGH A FULL ATTEMPT HAS BEEN MADE TO SHOW SOME EXISTING CONDITIONS, OF WHICH INFORMATION HAS BEEN TAKEN FROM EXISTING RECORD DRAWINGS OF THIS PROJECT. THE DRAWINGS SHOWING LOCATION OF EXISTING EQUIPMENT, OUTLETS, FIXTURES, ETC., IN EXISTING AREAS ARE

APPROXIMATE ONLY (FIELD VERIFY).

THE CONTRACTOR SHALL CONCEAL ALL WORK WHERE POSSIBLE.

THE CONTRACTOR SHALL BE HELD FULLY RESPONSIBLE FOR THE PROPER RESTORATION OF ALL EXISTING SURFACES REQUIRED PATCHING, PLASTERING, PAINTING AND/OR OTHER REPAIR DUE TO THE INSTALLATION OF ELECTRICAL WORK UNDER THE TERMS OF THIS SPECIFICATION. CLOSE ALL OPENINGS, REPAIR ALL SURFACES, ETC., AS REQUIRED. THE CONTRACTOR SHALL EMPLOY QUALIFIED AND EXPERIENCED WORKMEN FOR THIS WORK.

ALL RESTORATION WORK SHALL BE SUBJECT TO THE APPROVAL OF THE ARCHITECT AND/OR THE COR/VA.

ALL TEMPORARY AND REMODELING WORK SHALL BE CONSIDERED A PART OF THIS CONTRACT AND NO EXTRA CHARGES WILL BE ALLOWED. THIS SHALL INCLUDE MINOR ITEMS OF MATERIAL OR EQUIPMENT NECESSARY TO

MEET THE REQUIREMENTS AND INTENT OF THE PROJECT.

ALL ELECTRICAL CONNECTIONS REQUIRING AN OUTAGE SHALL BE MADE DURING AN APPROVED TIME LIMIT.

CHANGEOVERS SHALL BE AS SHORT A DURATION AS POSSIBLE AND SHALL NOT INTERFERE WITH NORMAL OPERATION OF THE COR/VA FACILITIES. NOTIFY COR/VA NO LESS THAN 14 DAYS (TWO WEEKS) IN ADVANCE OF A SHUTDOWN OF ANY ELECTRICAL CIRCUIT FOR CHANGEOVER, AND SUCH A CHANGEOVER SHALL BE DONE DURING HOURS AS DIRECTED BY COR/VA. WORK SHALL BE SCHEDULED SO THAT AT NO TIME WILL ANY EMERGENCY FEEDER, CIRCUIT, OR FIRE ALARM ZONE BE OUT OF SERVICE. PROVIDE NECESSARY TEMPORARY FEEDERS TO

ACCOMPLISH THIS REQUIREMENT.

GENERAL ELECTRICAL REMODELING NOTES

L

SSTV SECURITY SURVEILLANCE

TELEVISION

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

UPS UNINTERRUPTIBLE POWER

SUPPLY

V VOLT

VA VOLT-AMPERES

VAMC VETERANS ADMINISTRATION

MEDICAL CENTER

VD VOLTAGE DROP

VERT VERTICAL

VFD VARIABLE FREQUENCY DRIVE

VOL VOLUME

W WATT

W/ WITH

WH WATER HEATER

W/O WITHOUT

WP WEATHER-PROTECTED

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

NFSD 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 BIPHENYL

PC PHOTOELECTRIC CELL

PDU POWER DISTRIBUTION UNIT

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

PV PHOTOVOLTAIC

PVC POLYVINYL CHLORIDE (CONDUIT)

PWR POWER

QTY QUANTITY

R RELOCATE/RELOCATED

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

SR SURFACE RACEWAY

SS STAINLESS STEEL

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

1PH 1 PHASE

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

2W 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

AFCI 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

CCT CORRELATED COLOR TEMPERATURE

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

D DEMOLITION

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

E 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

FPN FUSED PER NAMEPLATE

FU FUSE

FUSD 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 BD GYPSUM BOARD

HID HIGH-INTENSITY DISCHARGE

HOA HAND-OFF-AUTOMATIC

HP HORSEPOWER

HT HEIGHT

HTR HEATER

HV HIGH VOLTAGE

HVAC HEATING, VENTILATING AND AIR

CONDITIONING

HW HARD WIRED

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

MOCP MAXIMUM OVERCURRENT PROTECTION

MSBD MAIN SWITCHBOARD

MT MOUNT

MV MEDIUM VOLTAGE

L

ELECTRICAL ABBREVIATIONS LIST

1.

2.

3.

4.

5.

6.

7.

RETURN REMOVED MATERIAL DEEMED SALVAGEABLE BY THE COR. MATERIALS DEEMED NOT SALVAGEABLE SHALL BE

REMOVED FROM THE PREMISES.

ALL EXISTING CONDITIONS, INCLUDING BUT NOT LIMITED TO EQUIPMENT, DEVICES, FIXTURES, CONDUIT AND CIRCUITS, ARE BASED ON THE BEST AVAILABLE INFORMATION AT THE TIME OF SURVEY AND VISUAL INSPECTION.

REMOVE ALL EXISTING WIRING DEVICES, LIGHT FIXTURES, WIRE, CONDUIT, ETC., AS NOTED OR INDICATED WITHIN DEMOLITION AREA (ALL ITEMS MAY NOT BE SHOWN). REWORK, AS NECESSARY, CIRCUITING WHICH REQUIRES

CONTINUATION THROUGH THE AREA.

ELECTRICAL CONTRACTOR TO PROVIDE ALL NECESSARY LABOR, CONDUIT, WIRE, CONNECTIONS, ETC., FOR DEVICES, FIXTURES, ETC., NOTED AS "EXISTING TO REMAIN" SUCH THAT EXISTING CIRCUIT CONTINUITY IS MAINTAINED.

ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WORK REQUIRED TO REMOVE/RELOCATE ANY EXISTING ELECTRICAL EQUIPMENT SUCH THAT ELECTRIC SHOCK HAZARDS TO WORKMEN ARE ELIMINATED DURING DEMOLITION AND

NEW CONSTRUCTION.

ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WORK IN REMOVING AND REPLACING "EXISTING TO REMAIN" FIXTURES, DEVICES, ETC., AS REQUIRED SO THAT THESE DEVICES ARE NOT DAMAGED DURING DEMOLITION. RELOCATED TO NEAREST APPROPRIATE LOCATION TO AVOID CONFLICTS WITH OTHER TRADES' WORK. REPLACE WITH NEW ANY "EXISTING

TO REMAIN" FIXTURE, DEVICE, ETC., NOT DEEMED SALVAGEABLE BY THE COR.

EXISTING EQUIPMENT NOT IMPLICITLY SHOWN ON THE DRAWINGS IS INTENDED TO BE "EXISTING TO REMAIN UNCHANGED", UNLESS NOTED OTHERWISE.

GENERAL ELECTRICAL DEMOLITION NOTES

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

NUMBER INDICATED IN THE HEXAGON.#

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

NOTE NUMBER INDICATED IN THE SQUARE.

ELECTRICAL SYMBOL NOTES

Engineers Architects Revisions: Date

Drawing Title

Approved

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER

NOT FOR

CONSTRUCTION

NOT FOR

CONSTRUCTION

Date Checked Drawn

ACG Project Number

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.

70, 91, 102, 111, 112, 113, & 123

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ELECTRICAL GENERAL NOTES,

SYMBOL LEGENDS, AND

ABBREVIATIONS

2 24WSR

INSTALL LIGHTNING

PROTECTION

CLEMENT J. ZABLOCKI VAMC

5000 WEST NATIONAL AVENUE

MILWAUKEE, WI 53295 AUGUST 20, 2024

100% CONSTRUCTION DOCUMENTS

695-22-10623-093

KTK

ELECTRICAL SYMBOL LEGEND

A

B

C D

E

123.E101

123.E102

123.E103

123.E104

123.E105

AB

E

K

C

D

70.E101

70.E102

70.E103

70.E104

Engineers Architects Revisions: Date

Drawing Title

Approved

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER

NOT FOR

CONSTRUCTION

NOT FOR

CONSTRUCTION

Date Checked Drawn

ACG Project Number

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.

70 & 123

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ES101

BUILDING 70 & 123, OVERALL PLANS

3 24WSR

INSTALL LIGHTNING

PROTECTION

CLEMENT J. ZABLOCKI VAMC

5000 WEST NATIONAL AVENUE

MILWAUKEE, WI 53295 AUGUST 20, 2024

100% CONSTRUCTION DOCUMENTS

695-22-10623-093

KTK

Scale: 1" = 30'-0"1 BUILDING 123, OVERALL PLAN

NORTH

0 3015 60

Scale: 1" = 30'-0"2 BUILDING 70, OVERALL PLAN

NO

RT

H0 3015 60

A WING

C WING

B WING

111.E101

111.E102

111.E103

UPPER A WING

SEE SHEET 111.E101

UPPER B WING

SEE SHEET 111.E102

UPPER C WING

SEE SHEET 111.E103

111.E104

Engineers Architects Revisions: Date

Drawing Title

Approved

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER

NOT FOR

CONSTRUCTION

NOT FOR

CONSTRUCTION

Date Checked Drawn

ACG Project Number

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.

FULLY SPRINKLERED

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ES102

BUILDING 111, OVERALL UPPER AND

LOWER ROOF PLANS

4 24WSR

INSTALL LIGHTNING

PROTECTION

CLEMENT J. ZABLOCKI VAMC

5000 WEST NATIONAL AVENUE

MILWAUKEE, WI 53295 AUGUST 20, 2024

100% CONSTRUCTION DOCUMENTS

695-22-10623-093

KTK

NORTH

0 3015 60

NORTH

0 3015 60

Scale: 1" = 30'-0"2 BUILDING 111, OVERALL UPPER ROOF PLAN Scale: 1" = 30'-0"1 BUILDING 111, OVERALL LOWER ROOF PLAN

R

SIXTH FLOOR

EL.= 145'-10 5/8"

FIFTH FLOOR

EL.= 134'-4"

FOURTH FLOOR

EL.= 122'-9 3/8"

THIRD FLOOR

EL.= 111'-2 3/4"

SECOND FLOOR

EL.= 97'-5 3/8"

FIRST FLOOR

EL.= 83'-8"

BASEMENT FLOOR

EL.= 69'-10 5/8"

T. O. ROOF SLAB

EL.= 243'-5"

ROOF SLAB & TANK ROOM FLOOR

EL.= 227'-2 3/8"

ELEV MACHINE ROOM FLOOR

EL.= 217'-2 3/8"

ROOF SLAB

EL.= 203'-7 3/4"

EIGHTH FLOOR

EL.= 168'-11 7/8"

ROOF SLAB

EL.= 203'-7 3/4"

TENTH FLOOR

EL.= 192'-1 1/8"

NINTH FLOOR

EL.= 180'-6 1/2"

SEVENTH FLOOR

EL.= 157'-5 1/4"

Clement J.

Zablocki

T. O. ROOF SLAB

EL.= 243'-5"

ROOF SLAB & TANK ROOM FLOOR

EL.= 227'-2 3/8"

ELEV MACHINE ROOM FLOOR

EL.= 217'-2 3/8"

EIGHTH FLOOR

EL.= 168'-11 7/8"

ROOF SLAB

EL.= 203'-7 3/4"

TENTH FLOOR

EL.= 192'-1 1/8"

NINTH FLOOR

EL.= 180'-6 1/2"

SEVENTH FLOOR

EL.= 157'-5 1/4"

SIXTH FLOOR

EL.= 145'-10 5/8"

FIFTH FLOOR

EL.= 134'-4"

FOURTH FLOOR

EL.= 122'-9 3/8"

THIRD FLOOR

EL.= 111'-2 3/4"

SECOND FLOOR

EL.= 97'-5 3/8"

FIRST FLOOR

EL.= 83'-8"

EIGHTH FLOOR

EL.= 168'-11 7/8"

ROOF SLAB

EL.= 203'-7 3/4"

TENTH FLOOR

EL.= 192'-1 1/8"

NINTH FLOOR

EL.= 180'-6 1/2"

SEVENTH FLOOR

EL.= 157'-5 1/4"

SIXTH FLOOR

EL.= 145'-10 5/8"

FIFTH FLOOR

EL.= 134'-4"

FOURTH FLOOR

EL.= 122'-9 3/8"

THIRD FLOOR

EL.= 111'-2 3/4"

SECOND FLOOR

EL.= 97'-5 3/8"

FIRST FLOOR

EL.= 83'-8"

TANK RM FLR

EL.= 227'-2 3/8"

ROOM FLOOR

EL.= 217'-2 3/8"

ROOF SLAB

EL.= 203'-7 3/4"

ROOF SLAB &

ELEV MACHINE

T/ ROOF SLAB

EL.= 243'-5"

ROOF SLAB & TANK ROOM FLOOR

EL.= 227'-2 3/8"

ELEV MACHINE ROOM FLOOR

EL.= 217'-2 3/8"

ROOF SLAB

EL.= 203'-7 3/4"

EIGHTH FLOOR

EL.= 168'-11 7/8"

ROOF SLAB

EL.= 203'-7 3/4"

TENTH FLOOR

EL.= 192'-1 1/8"

NINTH FLOOR

EL.= 180'-6 1/2"

SEVENTH FLOOR

EL.= 157'-5 1/4"

EL.= 145'-10 5/8"

FIFTH FLOOR

EL.= 134'-4"

FOURTH FLOOR

EL.= 122'-9 3/8"

THIRD FLOOR

EL.= 111'-2 3/4"

SECOND FLOOR

EL.= 97'-5 3/8"

FIRST FLOOR

EL.= 83'-8"

BASEMENT FLOOR

EL.= 69'-10 5/8"

SEVENTH FLOOR

EL.= 157'-5 1/4"

SIXTH FLOOR

EL.= 145'-10 5/8"

111.E102

111.E101

111.E104

111.E102

111.E101

111.E103

Engineers Architects Revisions: Date

Drawing Title

Approved

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER

NOT FOR

CONSTRUCTION

NOT FOR

CONSTRUCTION

Date Checked Drawn

ACG Project Number

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.

FULLY SPRINKLERED

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ES103

BUILDING 111, EASTERN & NORTHERN

LIGHTNING PROTECTION ELEVATIONS

5 24WSR

INSTALL LIGHTNING

PROTECTION

CLEMENT J. ZABLOCKI VAMC

5000 WEST NATIONAL AVENUE

MILWAUKEE, WI 53295 AUGUST 20, 2024

100% CONSTRUCTION DOCUMENTS

695-22-10623-093

KTK

Scale: No Scale1 BUILDING 111, EASTERN LIGHTNING PROTECTION ELEVATION

Scale: No Scale2 BUILDING 111, NORTHERN LIGHTNING PROTECTION ELEVATION

'-9

3 8"

'-9

3 8"

'-6 5 8"

'-6

5 8"

'-6 5 8"

'-6

5 8"

'-6 5 8"

'-6

5 8"

'-6 5 8"

'-6

5 8"

'-6

5 8"

'-0

'-2

5 8"

EIGHTH FLOOR

EL.= 168'-11 7/8"

T/ ROOF SLAB

EL.= 243'-5"

ROOF SLAB & TANK ROOM FLOOR

EL.= 227'-2 3/8"

ELEV MACHINE ROOM FLOOR

EL.= 217'-2 3/8"

ROOF SLAB

EL.= 203'-7 3/4"

ROOF SLAB

EL.= 203'-7 3/4"

TENTH FLOOR

EL.= 192'-1 1/8"

NINTH FLOOR

EL.= 180'-6 1/2"

SEVENTH FLOOR

EL.= 157'-5 1/4"

SIXTH FLOOR

EL.= 145'-10 5/8"

FIFTH FLOOR

EL.= 134'-4"

FOURTH FLOOR

EL.= 122'-9 3/8"

THIRD FLOOR

EL.= 111'-2 3/4"

SECOND FLOOR

EL.= 97'-5 3/8"

FIRST FLOOR

EL.= 83'-8"

'-9

3 8"

'-9 3 8"

'-6

5 8"

'-6 5 8"

'-6

5 8"

'-6 5 8"

'-6

5 8"

'-6 5 8"

'-6

5 8"

'-6 5 8"

EIGHTH FLOOR

EL.= 168'-11 7/8"

ROOF SLAB

EL.= 203'-7 3/4"

TENTH FLOOR

EL.= 192'-1 1/8"

NINTH FLOOR

EL.= 180'-6 1/2"

SEVENTH FLOOR

EL.= 157'-5 1/4"

SIXTH FLOOR

EL.= 145'-10 5/8"

FIFTH FLOOR

EL.= 134'-4"

FOURTH FLOOR

EL.= 122'-9 3/8"

ROOF SLAB

EL.= 149'-10 5/8"

THIRD FLOOR

EL.= 111'-2 3/4"

SECOND FLOOR

EL.= 97'-5 3/8"

FIRST FLOOR

EL.= 83'-8"

T. O. ROOF SLAB

EL.= 243'-5"

ROOF SLAB & TANK ROOM FLOOR

EL.= 227'-2 3/8"

ELEV MACHINE ROOM FLOOR

EL.= 217'-2 3/8"

'-9

3 8"

'-6 5 8"

'-6

5 8"

'-6 5 8"

'-6

5 8"

'-6 5 8"

'-6

5 8"

'-6 5 8"

'-6

5 8"

'-0

'-2

5 8"

TYP

'-6

'-9 8"

3 8"

EL.= 227'-2 3/8"

EL.= 217'-2 3/8"

T. O. ROOF SLAB

EL.= 243'-5"

EIGHTH FLOOR

EL.= 168'-11 7/8"

ROOF SLAB

EL.= 203'-7 3/4"

TENTH FLOOR

EL.= 192'-1 1/8"

NINTH FLOOR

EL.= 180'-6 1/2"

SEVENTH FLOOR

EL.= 157'-5 1/4"

SIXTH FLOOR

EL.= 145'-10 5/8"

FIFTH FLOOR

EL.= 134'-4"

FOURTH FLOOR

EL.= 122'-9 3/8"

THIRD FLOOR

EL.= 111'-2 3/4"

SECOND FLOOR

EL.= 97'-5 3/8"

FIRST FLOOR

EL.= 83'-8"

'-6

8"

'-0

'-2

5 8"

OR

T. O. ROOF SLAB

EL.= 243'-5"

'-9

3 8"

'-6 5 8"

'-6

5 8"

'-6 5 8"

'-6

5 8"

'-6 5 8"

'-6

5 8

'-6

5 8

'-9

3 8"

EIGHTH FLOOR

EL.= 168'-11 7/8"

ROOF SLAB

EL.= 203'-7 3/4"

TENTH FLOOR

EL.= 192'-1 1/8"

NINTH FLOOR

EL.= 180'-6 1/2"

SEVENTH FLOOR

EL.= 157'-5 1/4"

SIXTH FLOOR

EL.= 145'-10 5/8"

FIFTH FLOOR

EL.= 134'-4"

FOURTH FLOOR

EL.= 122'-9 3/8"

THIRD FLOOR

EL.= 111'-2 3/4"

'-6

5 8"

'-6 5 8"

'-0

'-2 5 8"

ROOF SLAB & TANK ROO

ELEV MACHINE ROOM FL

'-9

3 8"

'-6

5 8"

'-6 5 8"

'-6

5 8"

'-6 5 8"

'-6

5 8"

'-6 5 8"

'-6

5 8"

'-6 5 8"

'-6

5 8"

'-0

'-9

3 8"

SECOND FLOOR

EL.= 97'-5 3/8"

FIRST FLOOR

EL.= 83'-8"

EIGHTH FLOOR

EL.= 168'-11 7/8"

ROOF SLAB

EL.= 203'-7 3/4"

TENTH FLOOR

EL.= 192'-1 1/8"

NINTH FLOOR

EL.= 180'-6 1/2"

SEVENTH FLOOR

EL.= 157'-5 1/4"

SIXTH FLOOR

EL.= 145'-10 5/8"

FIFTH FLOOR

EL.= 134'-4"

FOURTH FLOOR

EL.= 122'-9 3/8"

THIRD FLOOR

EL.= 111'-2 3/4"

ROOF SLAB & TANK ROOM FLOOR

EL.= 227'-2 3/8"

ELEV MACHINE ROOM FLOOR

EL.= 217'-2 3/8"

ROOF SLAB

EL.= 203'-7 3/4"

111.E102

111.E103

111.E102

111.E103

111.E101

Engineers Architects Revisions: Date

Drawing Title

Approved

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER

NOT FOR

CONSTRUCTION

NOT FOR

CONSTRUCTION

Date Checked Drawn

ACG Project Number

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.

FULLY SPRINKLERED

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ES104

BUILDING 111, WESTERN & SOUTHERN

LIGHTNING PROTECTION ELEVATIONS

6 24WSR

INSTALL LIGHTNING

PROTECTION

CLEMENT J. ZABLOCKI VAMC

5000 WEST NATIONAL AVENUE

MILWAUKEE, WI 53295 AUGUST 20, 2024

100% CONSTRUCTION DOCUMENTS

695-22-10623-093

KTK

Scale: No Scale1 BUILDING 111, WESTERN LIGHTNING PROTECTION ELEVATION

Scale: No Scale2 BUILDING 111, SOUTHERN LIGHTNING PROTECTION ELEVATION

1 1

SEE 2/70.E102 FOR CONTINUATION

OF LIGHTNING PROTECTION

7 7

7 78

NOTE:

ACCESS STAIRWELL ROOF IS

APROXIMATELY 9FT ABOVE

BUILDING ROOF LEVEL.

NOTE:

BOND FALL PROTECTION EVERY 50'

AND AT BEGINNING AND END

Engineers Architects

# KEY NOTES:

Revisions: Date

Drawing Title

Approved

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER

SHEET NOTES:

NOT FOR

CONSTRUCTION

NOT FOR

CONSTRUCTION

Date Checked Drawn

PARTIALLY SPRINKLERED

ACG Project Number

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.

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70.E101

BUILDING 70/E & K ROOF, LIGHTNING

PROTECTION PLAN, NEW WORK

7 24WSR

INSTALL LIGHTNING

PROTECTION

CLEMENT J. ZABLOCKI VAMC

5000 WEST NATIONAL AVENUE

MILWAUKEE, WI 53295 AUGUST 20, 2024

100% CONSTRUCTION DOCUMENTS

695-22-10623-093

KTK

Scale: 3/32" = 1'-0"1 BUILDING 70/E & K ROOF LIGHTNING PROTECTION PLAN, NEW WORK

1 CLASS 1 LIGHTNING CONDUCTORS FASTENED

USING ADHESIVE TYPE FASTENERS EVERY 3' OC.

2 BOND EXISTING HANDRAIL TO NEW LIGHTNING

PROTECTION SYSTEM.

3 EXISTING ROOF MOUNTED EXHAUST FANS.

MOUNT AIR TERMINAL TO TOP OF EXHAUST FAN

HOUSING.

4 PROVIDE DOWN CONDUCTOR ALONG EXTERIOR

FACADE OF BUILDING AND CONNECT TO NEW

PROVIDED GROUND ROD. DOWN CONDUCTORS

SHALL BE FASTENED TO BUILDING FAÇADE WITH

FASTENERS DESIGNED FOR BUILDING’S

EXTERIOR MATERIAL. BUILDING ELEVATION =

16FT.

5 PROVIDE DOWN CONDUCTOR ALONG EXTERIOR

FACADE OF BUILDING AND CONNECT TO NEW

PROVIDED GROUND ROD. DOWN CONDUCTORS

SHALL BE FASTENED TO BUILDING FAÇADE WITH

FASTENERS DESIGNED FOR BUILDING’S

EXTERIOR MATERIAL. BUILDING ELEVATION =

40FT.

6 PROVIDE DOWN CONDUCTOR ALONG EXTERIOR

FACADE OF BUILDING AND CONNECT TO NEW

PROVIDED GROUND ROD. DOWN CONDUCTORS

SHALL BE FASTENED TO BUILDING FAÇADE WITH

FASTENERS DESIGNED FOR BUILDING’S

EXTERIOR MATERIAL. BUILDING ELEVATION =

26FT.

7 DOWN CONDUCTOR TO BE PROTECTED TO A

HEIGHT OF 6’ FROM GRADE WITH RIGID

SCHEDULE 80 PVC ATTACHED TO BUILDING.

PAINT PVC IN A COMPLIMENTARY COLOR TO THE

EXISTING FACADE. PROVIDE PAINT SAMPLES TO

COR TO VERIFY FINAL COLOR DECISION.

8 INSTALL LIGHTNING CONDUCTOR ALONG

EXTERIOR TO BOND LOWER ROOF SECTION TO

UPPER ROOF SECTION.

NORTH

0 84 16

N

AREA OF WORK

KEY PLAN

SCALE: NO SCALE

A.

B.

C.

D.

E.

F.

G.

H.

I.

J.

K.

LIGHTNING PROTECTION SYSTEM SHALL BE

INSTALLED BY A CERTIFIED LIGHTNING

PROTECTION INSTALLATION CONTRACTOR.

THE FINAL INSTALLATION SHALL MEET NFPA 780

AND UL96A REQUIREMENTS FOR LIGHTNING

PROTECTION SYSTEMS.

ACTUAL JOB SITE CONDITIONS MAY

NECESSITATE SLIGHT ALTERNATIONS OF AIR

TERMINAL AND GROUND LOCATIONS. ANY

ALTERATIONS SHALL BE APPROVED BY THE

COR PRIOR TO THEIR EXECUTION.

AIR TERMINALS SHALL BE PLACED AROUND THE

ROOF PERIMETER OR RIDGE AT 20'-0" MAXIMUM

INTERVALS FOR 10" TO 24" AIR TERMINALS AND

EXTEND A MINIMUM OF 10” ABOVE THE OBJECT

OR AREA IT IS TO PROTECT.

AIR TERMINALS SHALL BE PLACED WITHIN 24"

FROM THE OUTSIDE EDGES OF THE OBJECT TO

BE PROTECTED.

MID-ROOF AIR TERMINALS ON FLAT OR GENTLY

SLOPING ROOFS SHALL BE INSTALLED AT

MAXIMUM 50'-0" INTERVALS.

ALL ROOF PROJECTIONS AND/OR OBJECTS

THAT ARE SUBJECT TO A DIRECT LIGHTNING

STRIKE SHALL BE PROVIDED WITH AIR

TERMINALS UNLESS THEY ARE LOCATED

WITHIN A ZONE OF PROTECTION.

METAL BODIES SITUATED WITHIN 6'-0" OF A

LIGHTNING PROTECTION CONDUCTOR SHALL

BE BONDED TO THE LIGHTNING PROTECTION

SYSTEM. HAND/GUARDRAILS SHALL BE

BONDED EVERY 50 LINEAR FEET AND AT

MINIMUM THE BEGINNING AND END OF THE

RAILING.

ELECTRICAL CONTRACTOR SHALL FOLLOW

SITE LOCK-OUT/TAG-OUT GUIDELINES TO

DEENERGIZE EQUIPMENT AS REQUIRED.

ELECTRICAL CONTRACTOR TO DISPOSE OF

REMOVED ELECTRICAL EQUIPMENT.

AIR TERMINALS ARE TO BE MOUNTED TO THE

PARAPET WALL USING ADHESIVE MOUNTS.

CONTRACTOR WILL NOT USE SCREWS OR

ANCHORS INTO WALL TO PREVENT FROST

HEAVE OF HARDWARE AND CRACKING OF

PARAPET.

CONTINUATION OF LIGHTNING

PROTECTION FROM BUILDING 70/E. SEE

1/70.E101 FOR MORE INFORMATION.

SEE 1/70.E103 FOR CONTINUATION

OF LIGHTNING PROTECTION

5 5

22 55

NOTE:

BOND FALL PROTECTION EVERY 50'

AND AT BEGINNING AND END

NOTE:

BOND FALL PROTECTION EVERY 50'

AND AT BEGINNING AND END

Engineers Architects

# DEMO KEY NOTES:

# KEY NOTES:

Revisions: Date

Drawing Title

Approved

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER

SHEET NOTES:

NOT FOR

CONSTRUCTION

NOT FOR

CONSTRUCTION

Date Checked Drawn

PARTIALLY SPRINKLERED

ACG Project Number

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.

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70.E102

BUILDING 70/B & A ROOF, LIGHTNING

PROTECTION PLANS

8 24WSR

INSTALL LIGHTNING

PROTECTION

CLEMENT J. ZABLOCKI VAMC

5000 WEST NATIONAL AVENUE

MILWAUKEE, WI 53295 AUGUST 20, 2024

100% CONSTRUCTION DOCUMENTS

695-22-10623-093

KTK

NORTH

0 84 16

NORTH

0 84 16

Scale: 3/32" = 1'-0"1 BUILDING 70/B & A ROOF, DEMOLITION PLAN

Scale: 3/32" = 1'-0"2 BUILDING 70/B & A ROOF LIGHTNING PROTECTION PLAN, NEW WORK

1 CLASS 1 LIGHTNING CONDUCTORS FASTENED

USING ADHESIVE TYPE FASTENERS EVERY 3' OC.

2 PROVIDE DOWN CONDUCTOR ALONG EXTERIOR

FACADE OF BUILDING AND CONNECT TO NEW

PROVIDED GROUND ROD. DOWN CONDUCTORS

SHALL BE FASTENED TO BUILDING FAÇADE WITH

FASTENERS DESIGNED FOR BUILDING’S

EXTERIOR MATERIAL. BUILDING ELEVATION =

20FT.

3 PROVIDE DOWN CONDUCTOR ALONG EXTERIOR

FACADE OF BUILDING AND CONNECT TO NEW

PROVIDED GROUND ROD. DOWN CONDUCTORS

SHALL BE FASTENED TO BUILDING FAÇADE WITH

FASTENERS DESIGNED FOR BUILDING’S

EXTERIOR MATERIAL. BUILDING ELEVATION =

36FT.

4 PROVIDE DOWN CONDUCTOR ALONG EXTERIOR

FACADE OF BUILDING AND CONNECT TO NEW

PROVIDED GROUND ROD. DOWN CONDUCTORS

SHALL BE FASTENED TO BUILDING FAÇADE WITH

FASTENERS DESIGNED FOR BUILDING’S

EXTERIOR MATERIAL. BUILDING ELEVATION =

30FT.

5 DOWN CONDUCTOR TO BE PROTECTED TO A

HEIGHT OF 6’ FROM GRADE WITH RIGID

SCHEDULE 80 PVC ATTACHED TO BUILDING.

PAINT PVC IN A COMPLIMENTARY COLOR TO THE

EXISTING FACADE. PROVIDE PAINT SAMPLES TO

COR TO VERIFY FINAL COLOR DECISION.

1 EXISTING LIGHTNING PROTECTION CONDUCTOR

TO BE DEMOLISHED. TYPICAL ALL DASHED LINES

THIS DEMOLITION ROOF PLAN.

2 EXISTING LIGHTNING PROTECTION GROUND ROD

AND DOWN CONDUCTOR TO BE DEMOLISHED.

TYPICAL ALL GROUND ROD SYMBOLS THIS

DEMOLITION ROOF PLAN.

3 EXISTING LIGHTNING PROTECTION AIR TERMINAL

TO BE DEMOLISHED. TYPICAL ALL AIR TERMINALS

THIS DEMOLITION ROOF PLAN.

N

AREA OF WORK

KEY PLAN

SCALE: NO SCALE

A.

B.

C.

D.

E.

F.

G.

H.

I.

J.

K.

L.

LIGHTNING PROTECTION SYSTEM SHALL BE

INSTALLED BY A CERTIFIED LIGHTNING

PROTECTION INSTALLATION CONTRACTOR.

THE FINAL INSTALLATION SHALL MEET NFPA 780

AND UL96A REQUIREMENTS FOR LIGHTNING

PROTECTION SYSTEMS.

ACTUAL JOB SITE CONDITIONS MAY

NECESSITATE SLIGHT ALTERNATIONS OF AIR

TERMINAL AND GROUND LOCATIONS. ANY

ALTERATIONS SHALL BE APPROVED BY THE

COR PRIOR TO THEIR EXECUTION.

AIR TERMINALS SHALL BE PLACED AROUND THE

ROOF PERIMETER OR RIDGE AT 20'-0" MAXIMUM

INTERVALS FOR 10" TO 24" AIR TERMINALS AND

EXTEND A MINIMUM OF 10” ABOVE THE OBJECT

OR AREA IT IS TO PROTECT.

AIR TERMINALS SHALL BE PLACED WITHIN 24"

FROM THE OUTSIDE EDGES OF THE OBJECT TO

BE PROTECTED.

MID-ROOF AIR TERMINALS ON FLAT OR GENTLY

SLOPING ROOFS SHALL BE INSTALLED AT

MAXIMUM 50'-0" INTERVALS.

ALL ROOF PROJECTIONS AND/OR OBJECTS

THAT ARE SUBJECT TO A DIRECT LIGHTNING

STRIKE SHALL BE PROVIDED WITH AIR

TERMINALS UNLESS THEY ARE LOCATED

WITHIN A ZONE OF PROTECTION.

METAL BODIES SITUATED WITHIN 6'-0" OF A

LIGHTNING PROTECTION CONDUCTOR SHALL

BE BONDED TO THE LIGHTNING PROTECTION

SYSTEM. HAND/GUARDRAILS SHALL BE

BONDED EVERY 50 LINEAR FEET AND AT

MINIMUM THE BEGINNING AND END OF THE

RAILING.

ELECTRICAL CONTRACTOR SHALL FOLLOW

SITE LOCK-OUT/TAG-OUT GUIDELINES TO

DEENERGIZE EQUIPMENT AS REQUIRED.

ELECTRICAL CONTRACTOR TO DISPOSE OF

REMOVED ELECTRICAL EQUIPMENT.

DEVICES AND CONDUCTORS INDICATED WITH

HIDDEN/DASHED LINES ARE TO BE REMOVED,

UNLESS NOTED OTHERWISE. SEE ELECTRICAL

SYMBOLS LEGEND ON E-001 FOR REFERENCE.

AIR TERMINALS ARE TO BE MOUNTED TO THE

PARAPET WALL USING ADHESIVE MOUNTS.

CONTRACTOR WILL NOT USE SCREWS OR

ANCHORS INTO WALL TO PREVENT FROST

HEAVE OF HARDWARE AND CRACKING OF

PARAPET.

1 1

CONTINUATION OF LIGHTNING

PROTECTION FROM BUILDING 70/B. SEE

2/70.E102 FOR MORE INFORMATION.

SEE 1/70.E104 FOR

CONTINUATION OF LIGHTNING

PROTECTION

6 6 6

NOTE:

BOND FALL PROTECTION EVERY 50'

AND AT BEGINNING AND END

NOTE:

ACCESS STAIRWELL ROOF IS

APROXIMATELY 9FT ABOVE

BUILDING ROOF LEVEL.

NOTE:

BOND FALL PROTECTION EVERY 50'

AND AT BEGINNING AND END

Engineers Architects

# KEY NOTES:

Revisions: Date

Drawing Title

Approved

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER

SHEET NOTES:

NOT FOR

CONSTRUCTION

NOT FOR

CONSTRUCTION

Date Checked Drawn

PARTIALLY SPRINKLERED

ACG Project Number

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.

8/

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70.E103

BUILDING 70/C ROOF, LIGHTNING

PROTECTION PLAN, NEW WORK

9 24WSR

INSTALL LIGHTNING

PROTECTION

CLEMENT J. ZABLOCKI VAMC

5000 WEST NATIONAL AVENUE

MILWAUKEE, WI 53295 AUGUST 20, 2024

100% CONSTRUCTION DOCUMENTS

695-22-10623-093

KTK

NORTH

0 84 16

Scale: 3/32" = 1'-0"1 BUILDING 70/C ROOF LIGHTNING PROTECTION PLAN, NEW WORK

1 CLASS 1 LIGHTNING CONDUCTORS FASTENED

USING ADHESIVE TYPE FASTENERS EVERY 3' OC.

2 MOUNT LIGHTNING PROTECTION AIR TERMIAL TO

OUTSIDE CAP ON TOP OF CHIMNEY STACK. TOP

OF CHIMNEY STACK IS 10’ ABOVE ROOF LINE.

3 MOUNT LIGHTNING PROTECTION AIR TERMIALS

TO TOP OF THE OUTSIDE FACE OF THE

CONDENSER TO PREVENT BUILD UP OF COPPER

PATINA ON TOP OF UNIT. TYPICAL ALL TERMINALS

FOR THESE UNITS.

4 PROVIDE DOWN CONDUCTOR ALONG EXTERIOR

FACADE OF BUILDING AND CONNECT TO NEW

PROVIDED GROUND ROD. DOWN CONDUCTORS

SHALL BE FASTENED TO BUILDING FAÇADE WITH

FASTENERS DESIGNED FOR BUILDING’S

EXTERIOR MATERIAL. BUILDING ELEVATION =

26FT.

5 PROVIDE DOWN CONDUCTOR ALONG EXTERIOR

FACADE OF BUILDING AND CONNECT TO NEW

PROVIDED GROUND ROD. DOWN CONDUCTORS

SHALL BE FASTENED TO BUILDING FAÇADE WITH

FASTENERS DESIGNED FOR BUILDING’S

EXTERIOR MATERIAL. BUILDING ELEVATION =

40FT.

6 DOWN CONDUCTOR TO BE PROTECTED TO A

HEIGHT OF 6’ FROM GRADE WITH RIGID

SCHEDULE 80 PVC ATTACHED TO BUILDING.

PAINT PVC IN A COMPLIMENTARY COLOR TO THE

EXISTING FACADE. PROVIDE PAINT SAMPLES TO

COR TO VERIFY FINAL COLOR DECISION.

N

AREA OF WORK

KEY PLAN

SCALE: NO SCALE

A.

B.

C.

D.

E.

F.

G.

H.

I.

J.

K.

LIGHTNING PROTECTION SYSTEM SHALL BE

INSTALLED BY A CERTIFIED LIGHTNING

PROTECTION INSTALLATION CONTRACTOR.

THE FINAL INSTALLATION SHALL MEET NFPA 780

AND UL96A REQUIREMENTS FOR LIGHTNING

PROTECTION SYSTEMS.

ACTUAL JOB SITE CONDITIONS MAY

NECESSITATE SLIGHT ALTERNATIONS OF AIR

TERMINAL AND GROUND LOCATIONS. ANY

ALTERATIONS SHALL BE APPROVED BY THE

COR PRIOR TO THEIR EXECUTION.

AIR TERMINALS SHALL BE PLACED AROUND THE

ROOF PERIMETER OR RIDGE AT 20'-0" MAXIMUM

INTERVALS FOR 10" TO 24" AIR TERMINALS AND

EXTEND A MINIMUM OF 10” ABOVE THE OBJECT

OR AREA IT IS TO PROTECT.

AIR TERMINALS SHALL BE PLACED WITHIN 24"

FROM THE OUTSIDE EDGES OF THE OBJECT TO

BE PROTECTED.

MID-ROOF AIR TERMINALS ON FLAT OR GENTLY

SLOPING ROOFS SHALL BE INSTALLED AT

MAXIMUM 50'-0" INTERVALS.

ALL ROOF PROJECTIONS AND/OR OBJECTS

THAT ARE SUBJECT TO A DIRECT LIGHTNING

STRIKE SHALL BE PROVIDED WITH AIR

TERMINALS UNLESS THEY ARE LOCATED

WITHIN A ZONE OF PROTECTION.

METAL BODIES SITUATED WITHIN 6'-0" OF A

LIGHTNING PROTECTION CONDUCTOR SHALL

BE BONDED TO THE LIGHTNING PROTECTION

SYSTEM. HAND/GUARDRAILS SHALL BE

BONDED EVERY 50 LINEAR FEET AND AT

MINIMUM THE BEGINNING AND END OF THE

RAILING.

ELECTRICAL CONTRACTOR SHALL FOLLOW

SITE LOCK-OUT/TAG-OUT GUIDELINES TO

DEENERGIZE EQUIPMENT AS REQUIRED.

ELECTRICAL CONTRACTOR TO DISPOSE OF

REMOVED ELECTRICAL EQUIPMENT.

AIR TERMINALS ARE TO BE MOUNTED TO THE

PARAPET WALL USING ADHESIVE MOUNTS.

CONTRACTOR WILL NOT USE SCREWS OR

ANCHORS INTO WALL TO PREVENT FROST

HEAVE OF HARDWARE AND CRACKING OF

PARAPET.

1 1

CONTINUATION OF LIGHTNING

PROTECTION FROM BUILDING 70/C. SEE

1/70.E103 FOR MORE INFORMATION.

5 6

6 6 6

NOTE:

ACCESS STAIRWELL ROOF IS

APROXIMATELY 9FT ABOVE

BUILDING ROOF LEVEL.

NOTE:

TOP OF CHIMNEY STACK IS

APROXIMATELY 11FT ABOVE

BUILDING ROOF LEVEL.

NOTE:

BOND FALL PROTECTION EVERY 50'

AND AT BEGINNING AND END

Engineers Architects

# KEY NOTES:

Revisions: Date

Drawing Title

Approved

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER

SHEET NOTES:

NOT FOR

CONSTRUCTION

NOT FOR

CONSTRUCTION

Date Checked Drawn

PARTIALLY SPRINKLERED

ACG Project Number

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.

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70.E104

BUILDING 70/D ROOF, LIGHTNING

PROTECTION PLAN, NEW WORK

10 24WSR

INSTALL LIGHTNING

PROTECTION

CLEMENT J. ZABLOCKI VAMC

5000 WEST NATIONAL AVENUE

MILWAUKEE, WI 53295 AUGUST 20, 2024

100% CONSTRUCTION DOCUMENTS

695-22-10623-093

KTK

NORTH

0 84 16

1 CLASS 1 LIGHTNING CONDUCTORS FASTENED

USING ADHESIVE TYPE FASTENERS EVERY 3' OC.

2 MOUNT LIGHTNING PROTECTION AIR TERMIAL TO

OUTSIDE CAP ON TOP OF CHIMNEY STACK. TOP

OF CHIMNEY STACK IS 11’ ABOVE ROOF LINE.

3 MOUNT LIGHTNING PROTECTION AIR TERMIAL TO

TOP OF THE OUTSIDE FACE OF THE CONDENSER

TO PREVENT BUILD UP OF COPPER PATINA ON

TOP OF UNIT.

4 EXISTING ROOF MOUNTED RF ANTENNA. BOND TO

EXISTING ANTENNA BASE. COORDINATE WORK

WITH COR TO PREVENT EXCESSIVE RF/EMF

EMISSIONS.

5 PROVIDE DOWN CONDUCTOR ALONG EXTERIOR

FACADE OF BUILDING AND CONNECT TO NEW

PROVIDED GROUND ROD. DOWN CONDUCTORS

SHALL BE FASTENED TO BUILDING FAÇADE WITH

FASTENERS DESIGNED FOR BUILDING’S

EXTERIOR MATERIAL. BUILDING ELEVATION =

40FT.

6 DOWN CONDUCTOR TO BE PROTECTED TO A

HEIGHT OF 6’ FROM GRADE WITH RIGID

SCHEDULE 80 PVC ATTACHED TO BUILDING.

PAINT PVC IN A COMPLIMENTARY COLOR TO THE

EXISTING FACADE. PROVIDE PAINT SAMPLES TO

COR TO VERIFY FINAL COLOR DECISION.

Scale: 3/32" = 1'-0"1 BUILDING 70/D ROOF LIGHTNING PROTECTION PLAN, NEW WORK

N

AREA OF WORK

KEY PLAN

SCALE: NO SCALE

A.

B.

C.

D.

E.

F.

G.

H.

I.

J.

K.

LIGHTNING PROTECTION SYSTEM SHALL BE

INSTALLED BY A CERTIFIED LIGHTNING

PROTECTION INSTALLATION CONTRACTOR.

THE FINAL INSTALLATION SHALL MEET NFPA 780

AND UL96A REQUIREMENTS FOR LIGHTNING

PROTECTION SYSTEMS.

ACTUAL JOB SITE CONDITIONS MAY

NECESSITATE SLIGHT ALTERNATIONS OF AIR

TERMINAL AND GROUND LOCATIONS. ANY

ALTERATIONS SHALL BE APPROVED BY THE

COR PRIOR TO THEIR EXECUTION.

AIR TERMINALS SHALL BE PLACED AROUND THE

ROOF PERIMETER OR RIDGE AT 20'-0" MAXIMUM

INTERVALS FOR 10" TO 24" AIR TERMINALS AND

EXTEND A MINIMUM OF 10” ABOVE THE OBJECT

OR AREA IT IS TO PROTECT.

AIR TERMINALS SHALL BE PLACED WITHIN 24"

FROM THE OUTSIDE EDGES OF THE OBJECT TO

BE PROTECTED.

MID-ROOF AIR TERMINALS ON FLAT OR GENTLY

SLOPING ROOFS SHALL BE INSTALLED AT

MAXIMUM 50'-0" INTERVALS.

ALL ROOF PROJECTIONS AND/OR OBJECTS

THAT ARE SUBJECT TO A DIRECT LIGHTNING

STRIKE SHALL BE PROVIDED WITH AIR

TERMINALS UNLESS THEY ARE LOCATED

WITHIN A ZONE OF PROTECTION.

METAL BODIES SITUATED WITHIN 6'-0" OF A

LIGHTNING PROTECTION CONDUCTOR SHALL

BE BONDED TO THE LIGHTNING PROTECTION

SYSTEM. HAND/GUARDRAILS SHALL BE

BONDED EVERY 50 LINEAR FEET AND AT

MINIMUM THE BEGINNING AND END OF THE

RAILING.

ELECTRICAL CONTRACTOR SHALL FOLLOW

SITE LOCK-OUT/TAG-OUT GUIDELINES TO

DEENERGIZE EQUIPMENT AS REQUIRED.

ELECTRICAL CONTRACTOR TO DISPOSE OF

REMOVED ELECTRICAL EQUIPMENT.

AIR TERMINALS ARE TO BE MOUNTED TO THE

PARAPET WALL USING ADHESIVE MOUNTS.

CONTRACTOR WILL NOT USE SCREWS OR

ANCHORS INTO WALL TO PREVENT FROST

HEAVE OF HARDWARE AND CRACKING OF

PARAPET.

2 3

2 3

1 1

3 3

5 NOTE:

COORDINATE INSTALLATION WITH

GROUND FLOOR MAN DOOR

7 7

Engineers Architects

# KEY NOTES:

Revisions: Date

Drawing Title

Approved

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER

SHEET NOTES:

NOT FOR

CONSTRUCTION

NOT FOR

CONSTRUCTION

Date Checked Drawn

ACG Project Number

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.

91 & 102

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102.E101

BUILDING 91 & 102 ROOF, LIGHTNING

PROTECTION PLAN, NEW WORK

11 24WSR

INSTALL LIGHTNING

PROTECTION

CLEMENT J. ZABLOCKI VAMC

5000 WEST NATIONAL AVENUE

MILWAUKEE, WI 53295 AUGUST 20, 2024

100% CONSTRUCTION DOCUMENTS

695-22-10623-093

KTK

N O

R

TH0 2 4 8

Scale: 1/4" = 1'-0"

BUILDING 91 ROOF

LIGHTNING PROTECTION

PLAN, NEW WORK2 Scale: 3/32" = 1'-0"1 BUILDING 102 ROOF LIGHTNING PROTECTION PLAN, NEW WORK (FULLY SPRINKLERED)

NORTH

0 84 16

A.

B.

C.

D.

E.

F.

G.

H.

I.

J.

K.

LIGHTNING PROTECTION SYSTEM SHALL BE

INSTALLED BY A CERTIFIED LIGHTNING

PROTECTION INSTALLATION CONTRACTOR.

THE FINAL INSTALLATION SHALL MEET NFPA 780

AND UL96A REQUIREMENTS FOR LIGHTNING

PROTECTION SYSTEMS.

ACTUAL JOB SITE CONDITIONS MAY

NECESSITATE SLIGHT ALTERNATIONS OF AIR

TERMINAL AND GROUND LOCATIONS. ANY

ALTERATIONS SHALL BE APPROVED BY THE

COR PRIOR TO THEIR EXECUTION.

AIR TERMINALS SHALL BE PLACED AROUND THE

ROOF PERIMETER OR RIDGE AT 20'-0" MAXIMUM

INTERVALS FOR 10" TO 24" AIR TERMINALS AND

EXTEND A MINIMUM OF 10” ABOVE THE OBJECT

OR AREA IT IS TO PROTECT.

AIR TERMINALS SHALL BE PLACED WITHIN 24"

FROM THE OUTSIDE EDGES OF THE OBJECT TO

BE PROTECTED.

MID-ROOF AIR TERMINALS ON FLAT OR GENTLY

SLOPING ROOFS SHALL BE INSTALLED AT

MAXIMUM 50'-0" INTERVALS.

ALL ROOF PROJECTIONS AND/OR OBJECTS

THAT ARE SUBJECT TO A DIRECT LIGHTNING

STRIKE SHALL BE PROVIDED WITH AIR

TERMINALS UNLESS THEY ARE LOCATED

WITHIN A ZONE OF PROTECTION.

METAL BODIES SITUATED WITHIN 6'-0" OF A

LIGHTNING PROTECTION CONDUCTOR SHALL

BE BONDED TO THE LIGHTNING PROTECTION

SYSTEM. HAND/GUARDRAILS SHALL BE

BONDED EVERY 50 LINEAR FEET AND AT

MINIMUM THE BEGINNING AND END OF THE

RAILING.

ELECTRICAL CONTRACTOR SHALL FOLLOW

SITE LOCK-OUT/TAG-OUT GUIDELINES TO

DEENERGIZE EQUIPMENT AS REQUIRED.

ELECTRICAL CONTRACTOR TO DISPOSE OF

REMOVED ELECTRICAL EQUIPMENT.

AIR TERMINALS ARE TO BE MOUNTED TO THE

PARAPET WALL USING ADHESIVE MOUNTS.

CONTRACTOR WILL NOT USE SCREWS OR

ANCHORS INTO WALL TO PREVENT FROST

HEAVE OF HARDWARE AND CRACKING OF

PARAPET.

1 CLASS 1 LIGHTNING CONDUCTORS FASTENED

USING ADHESIVE TYPE FASTENERS EVERY 3' OC.

2 PROVIDE DOWN CONDUCTOR ALONG EXTERIOR

FACADE OF BUILDING AND CONNECT TO NEW

PROVIDED GROUND ROD. DOWN CONDUCTORS

SHALL BE FASTENED TO BUILDING FAÇADE WITH

FASTENERS DESIGNED FOR BUILDING’S

EXTERIOR MATERIAL.

3 DOWN CONDUCTOR TO BE PROTECTED TO A

HEIGHT OF 6’ FROM GRADE WITH RIGID

SCHEDULE 80 PVC ATTACHED TO BUILDING.

PAINT PVC IN A COMPLIMENTARY COLOR TO THE

EXISTING FACADE. PROVIDE PAINT SAMPLES TO

COR TO VERIFY FINAL COLOR DECISION.

4 CONNECT LPS CONDUCTOR TO GROUNDING BUS

IN SWITCHGEAR ROOM. SEE DETAIL 6/E-502 FOR

MORE INFORMATION.

5 PROVIDE DOWN CONDUCTOR ALONG EXTERIOR

FACADE OF BUILDING AND CONNECT TO NEW

PROVIDED GROUND ROD. CUT HARDSCAPE TO

CREATE TRENCH FOR DOWN CONDUCTOR AND

GROUND ROD. PROVIDE GROUND TESTING WELL

FOR FUTURE INSPECTION. CUT AREA SHALL BE

REPAIRED WITH LIKE MATERIALS TO MATCH

EXISTING. GROUND WELL SHALL BE TIER 15

RATED.

6 ROOF EAVE OF BUILDING 91 IS APPROXIMATELY 8

FEET 6 INCHES ABOVE GROUND.

7 ROOF LEVEL OF BUILDING 102 LOADING BAYS IS

APPROXIMATELY 20 FEET ABOVE GROUND.

8 THE MAIN ROOF OF BUILDING 102 IS

APPROXIMATELY 25 FEET ABOVE GROUND.

9 THE UPPER SECTION OF BUILDING 102 IS

APPROXIMATELY 35 FEET ABOVE GROUND.

2 1

SEE SHEET 111.E102 FOR CONTINUATION OF WORK

3 3

5 5

5 5

5 5 5

5 5

5 5

Engineers Architects

# DEMO KEY NOTES:

# KEY NOTES:

Revisions: Date

Drawing Title

Approved

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER

SHEET NOTES:

NOT FOR

CONSTRUCTION

NOT FOR

CONSTRUCTION

Date Checked Drawn

ACG Project Number

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.

FULLY SPRINKLERED

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111.E101

BUILDING 111 UPPER A WING ROOF,

LIGHTNING PROTECTION PLANS

12 24WSR

INSTALL LIGHTNING

PROTECTION

CLEMENT J. ZABLOCKI VAMC

5000 WEST NATIONAL AVENUE

MILWAUKEE, WI 53295 AUGUST 20, 2024

100% CONSTRUCTION DOCUMENTS

695-22-10623-093

KTK

NORTH

0 84 16

Scale: 3/32" = 1'-0"1 BUILDING 111 UPPER A WING ROOF, DEMOLITION PLAN

Scale: 3/32" = 1'-0"2 BUILDING 111 UPPER A WING ROOF LIGHTNING PROTECTION PLAN, NEW WORK

NORTH

0 84 16

1 CLASS 2 LIGHTNING CONDUCTORS FASTENED

USING ADHESIVE TYPE FASTENERS EVERY 3' OC.

2 TIE IN DOWN CONDUCTORS FROM 111 UPPER B

WING INTO A WING LIGHTNING PROTECTION

SYSTEM. CONTRACTOR SHALL PERFORM A

CONTINUITY TEST ON THE EXISTING DOWN

CONDUCTOR PRIOR TO INSTALLATION, AND ON

THE CONNECTION OF THE NEW CONDUCTOR TO

THE EXISTING CONDUCTOR AFTER INSTALLATION

TO ENSURE PERFORMANCE.

3 EXISTING DOWN CONDUCTOR THROUGH ROOF

PENETRATION TO BE REUSED. TIE IN EXISTING

DOWN CONDUCTOR TO NEW CONDUCTOR.

CONTRACTOR SHALL PERFORM A CONTINUITY

TEST ON THE EXISTING THRU-ROOF CONDUCTOR

PRIOR TO INSTALLATION, AND ON THE

CONNECTION OF THE NEW CONDUCTOR TO THE

EXISTING CONDUCTOR AFTER INSTALLATION TO

ENSURE PERFORMANCE.

4 BOND EXISTING ANTENNA BASE TO LPS

5 BOND TO EXISTING FALL PROTECTION EVERY 50',

THE BEGINNING AND END OF THE FALL

PROTECTION, AND AT EACH CHANGE IN

DIRECTION.

6 BOND TO EXISTING CABLE TRAY.

1 EXISTING LIGHTNING PROTECTION CONDUCTOR

TO BE DEMOLISHED. TYPICAL ALL DASHED LINES

THIS DEMOLITION ROOF PLAN.

2 EXISTING LIGHTNING PROTECTION AIR TERMINAL

TO BE DEMOLISHED. TYPICAL ALL AIR TERMINALS

THIS DEMOLITION ROOF PLAN.

3 EXISTING CONDUCTOR BOND TO BE

DEMOLISHED. TYPICAL ALL CONDUCTOR BONDS

THIS DEMOLITION ROOF PLAN.

N

AREA OF WORK

KEY PLAN

SCALE: NO SCALE

A.

B.

C.

D.

E.

F.

G.

H.

I.

J.

K.

L.

LIGHTNING PROTECTION SYSTEM SHALL BE

INSTALLED BY A CERTIFIED LIGHTNING

PROTECTION INSTALLATION CONTRACTOR.

THE FINAL INSTALLATION SHALL MEET NFPA 780

AND UL96A REQUIREMENTS FOR LIGHTNING

PROTECTION SYSTEMS.

ACTUAL JOB SITE CONDITIONS MAY

NECESSITATE SLIGHT ALTERNATIONS OF AIR

TERMINAL AND GROUND LOCATIONS. ANY

ALTERATIONS SHALL BE APPROVED BY THE

COR PRIOR TO THEIR EXECUTION.

AIR TERMINALS SHALL BE PLACED AROUND THE

ROOF PERIMETER OR RIDGE AT 20'-0" MAXIMUM

INTERVALS FOR 10" TO 24" AIR TERMINALS AND

EXTEND A MINIMUM OF 10” ABOVE THE OBJECT

OR AREA IT IS TO PROTECT.

AIR TERMINALS SHALL BE PLACED WITHIN 24"

FROM THE OUTSIDE EDGES OF THE OBJECT TO

BE PROTECTED.

MID-ROOF AIR TERMINALS ON FLAT OR GENTLY

SLOPING ROOFS SHALL BE INSTALLED AT

MAXIMUM 50'-0" INTERVALS.

ALL ROOF PROJECTIONS AND/OR OBJECTS

THAT ARE SUBJECT TO A DIRECT LIGHTNING

STRIKE SHALL BE PROVIDED WITH AIR

TERMINALS UNLESS THEY ARE LOCATED

WITHIN A ZONE OF PROTECTION.

METAL BODIES SITUATED WITHIN 6'-0" OF A

LIGHTNING PROTECTION CONDUCTOR SHALL

BE BONDED TO THE LIGHTNING PROTECTION

SYSTEM. HAND/GUARDRAILS SHALL BE

BONDED EVERY 50 LINEAR FEET AND AT

MINIMUM THE BEGINNING AND END OF THE

RAILING.

ELECTRICAL CONTRACTOR SHALL FOLLOW

SITE LOCK-OUT/TAG-OUT GUIDELINES TO

DEENERGIZE EQUIPMENT AS REQUIRED.

ELECTRICAL CONTRACTOR TO DISPOSE OF

REMOVED ELECTRICAL EQUIPMENT.

DEVICES AND CONDUCTORS INDICATED WITH

HIDDEN/DASHED LINES ARE TO BE REMOVED,

UNLESS NOTED OTHERWISE. SEE ELECTRICAL

SYMBOLS LEGEND ON E-001 FOR REFERENCE.

AIR TERMINALS ARE TO BE MOUNTED TO THE

PARAPET WALL USING ADHESIVE MOUNTS.

CONTRACTOR WILL NOT USE SCREWS OR

ANCHORS INTO WALL TO PREVENT FROST

HEAVE OF HARDWARE AND CRACKING OF

PARAPET.