ATTACHMENT 2 - 100 Drawings.pdf

B513

B505 B506 B507 B508

B504

B500

B503

B509

B501 B518

B3130

B3136

B517

B3133

B3134

B3135

B3132

B510

B521B520

B522

B519

B519A

B520A

B3126 B3125

B3128

B3129

B502

NASH STREET

NASH STREET

Retention

Pond

POND #1

VAULT

SW10-4

POND #2

RAYMOND STREET

S P

A C

E S

M E

R C

Y A

V E

N U

E

C O

M F

O R

T A

V E

N U

E

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORDCONSULTANT

321 4 5 6 7 8 9 10

Architecture, Engineering, and, Sustainable DesignAESUS 1050 E. Southern Ave, Suite #D, Tempe, Arizona 85282, (480) 454-2861 design group

/2

/2

:2

:3

A

M

GI.001

COVER SHEET

5201 Raymond St, Orlando, FL 32803

675-23-801

Mar. 1, 2024 AESUS AESUS

IMPROVE LAKE BALDWIN

ELECTRICAL DISTRIBUTION

BID DOCUMENTS

DX

A3-301

X

XX

X

DETAIL FLAG NUMBER

DOOR NUMBER

AE-501

BUILDING SECTION CUT

OTHER SECTION CUT

SHEET WHERE APPEARS (TYPICAL)

AE-301

AA

SHEET WHERE APPEARS

ELEVATION NUMBER

SHEET WHERE APPEARS

x x x x

EXISTING COLUMN CENTER LINEA

X

WINDOW TAG

AE-301

AA

AE-301

AA

ELEVATION NUMBER

AE-710

4 2

DASHED LINE

AROUND

AREA DETAILED

PLAN OR DETAIL NUMBERX

Approved: Associate Director

Approved: Chief Facilities Management

Approved: Manager / Engineer

Approved: Director

Approved: Union representative

Approved: Safety Officer

EQ-X

CPT1

W-X

E

EA EACH

E EAST

EWC ELECTRIC WATER COOLER

ELEC ELECTRIC (AL)

EL ELEVATION

ELEV ELEVATOR

EMER EMERGENCY

ENGR ENGINEER

EQ EQUAL

EQUIP EQUIPMENT

EXIST EXISTING

ETR EXISTING TO REMAIN

EXP EXPANSION

EXP BT EXPANSION BOLT

EJ EXPANSION JOINT

EXP EXPOSED

EXT EXTERIOR

EIFS EXTERIOR INSULATION AND

FINISH SYSTEM

F

FWC FABRIC WALL COVERING

FT FEET, FOOT

FGL FIBERGLASS

FIN FINISH

FIN GR FINISH GRADE

FDV FIRE DEPARTMENT VALVE

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER

CABINET

FHC FIRE HOSE CABINET

FP FIREPROOF

FIXT FIXTURE

FLASH FLASHING

FLEX FLEXIBLE

FLR FLOOR

FD FLOOR DRAIN

FLUOR FLUORESCENT

FTG FOOTING

FDTN FOUNDATION

FRMG FRAMING

FURN FURNACE, FURNITURE

G

GA GAGE

GALV GALVANIZED

GC GENERAL CONTRACTOR

GEN GENERATOR

GL GLASS

GL BLK GLASS BLOCK

GB GRAB BAR

GR GRADE

GRAN GRANITE

GFCI GROUND FAULT CIRCUIT INTERRUPTER

GUT GUTTER

GYP BD GYPSUM BOARD

H

HNDRL HANDRAIL

HDW HARDWARE

HDWD HARDWOOD

HD HEAD

HVAC HEATING, VENTILATING, AIR CONDITIONING

HT HEIGHT

HPT HIGH POINT

HC HOLLOW CORE

HM HOLLOW METAL

HORIZ HORIZONTAL

HB HOSE BIBB

HOSP HOSPITAL

HR HOUR

I

IN INCH

INFO INFORMATION

ID INSIDE DIAMETER

INSUL INSULATED,INSULATION

INT INTERIOR

J

JAN JANITOR

JT JOINT

K

KPL KICKPLATE

KIT KITCHEN

KB KNEE BRACE

L

LAB LABORATORY

LAM LAMINATE

LC LAUNDRY CHUTE

LV LAVATORY

LT LIGHT

LD LINEAR DIFFUSER

L CL LINEN CLOSET

LL LIVE LOAD

LLV LONG LEG VERTICAL

LPT LOW POINT

M

MACH MACHINE

MH MANHOLE

MFD MANUFACTURED

MFR MANUFACTURER

MRB MARBLE BASE

MRF MARBLE FLOOR

MKR BD MARKER BOARD

MO MASONRY OPENING

MATL MATERIAL

MAX MAXIMUM

MECH MECHANICAL

MED MEDICAL

MC MEDICINE CABINET

MEMB MEMBRANE

MTL METAL

MIN MINIMUM, MINUTE

MISC MISCELLANEOUS

MOD MODIFIED

MLDG MOLDING

N

NAT FIN NATURAL FINISH

NOM NOMINAL

N NORTH

NA NOT APPLICABLE

NIC NOT IN CONTRACT

NTS NOT TO SCALE

NO NUMBER

O

OFF OFFICE

OC ON CENTER

OPNG OPENING

OPP OPPOSITE

OPH OPPOSITE HAND

ORCH ORCHESTRA

ORN ORNAMENTAL

OD OUTSIDE DIAMETER

OH OVERHANG, OVERHEAD

OF/CI OWNER FURNISHED/

CONTRACTOR INSTALLED

O OXYGEN

P

P PAINT

PR PAIR

PNL PANEL

PTD PAPER TOWEL DISPENSER

PTN PARTITION

PERF PERFORATED

PC PIECE

PLAM PLASTIC LAMINATE

PLAS PLASTIC, PLASTER

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PCC PRECAST CONCRETE

PREFAB PREFABRICATE

PREFIN PREFINISH

PROD PRODUCTION

Q

QTY QUANTITY

QT QUARRY TILE

A

AFF ABOVE FINISHED FLOOR

ACST ACOUSTIC (AL)

ACT ACOUSTICAL CEILING TILE

APC ACOUSTICAL PANEL CEILING

AWP ACOUSTICAL WALL PANEL

AWT ACOUSTICAL WALL

ADJ ADJUSTABLE

A/C AIR CONDITIONING

AHU AIR HANDLING UNIT

ALT ALTERNATE

ALUM ALUMINUM

AB ANCHOR BOLT

AL ANGLE

APPROX APPROXIMATE

ARCH ARCHITECT (URAL)

ASPH ASPHALT

ASSY ASSEMBLY

AUTO AUTOMATIC

AWN AWNING

B

BALC BALCONY

BSMT BASEMENT

BM BEAM, BENCHMARK

BR BEDROOM

BLKG BLOCKING

BD BOARD

BOT BOTTOM

BRKT BRACKET

BRK BRICK

B CL BROOM CLOSET

BLDG BUILDING

BLT IN BUILT-IN

BUR BUILT-UP ROOFING

C

CAB CABINET

CPT CARPET

CSMT CASEMENT

CI CAST IRON

CB CATCH BASIN

CLG CEILING

CEM CEMENT

CL CENTER LINE

CER CERAMIC

CT CERAMIC TILE

CO CLEANOUT, CASED OPENING

CLR CLEAR, COLOR

CLO CLOSET

COL COLUMN

CMPST COMPOSITE

CONC CONCRETE

CMU CONCRETE MASONRY UNIT

CONSTR CONSTRUCTION

CONT CONTINUOUS

CONTR CONTRACTOR

COTR CONTRACTING OFFICER

CJ CONTROL JOINT

COP COPING

CU COPPER

CG CORNER GUARD

CORR CORRIDOR

CNTR COUNTER

CSK COUNTER SUNK

D

DMPF DAMPPROOFING

DL DEAD LOAD

DEMO DEMOLITION

DET DETAIL

DIA DIAMETER

DIFF DIFFUSER

DIM DIMENSION

DR DOOR, DRAIN

DH DOUBLE HUNG

DN DOWN

DS DOWNSPOUT

DWR DRAWER

DWG DRAWING

DF DRINKING FOUNTAIN

DUPL DUPLICATE

R

R RADIUS, RISER

RWD REDWOOD

REF REFERENCE, REFRIGERATOR

REINF REINFORCE

REQD REQUIRED

RB RESILIENT BASE

RF RESILIENT FLOORING

RA RETURN AIR

REV REVISION

RD ROOF DRAIN

RM ROOM

RO ROUGH OPENING

RS ROUGH SAWN

S

SCHED SCHEDULE

SECT SECTION

SHTHG SHEATHING

SHT SHEET

SHV SHELVING

SIM SIMILAR

S SOUTH

SP FIN SPECIAL FINISH

SPEC SPECIFICATION

SQ SQUARE

SF SQUARE FEET

SST STAINLESS STEEL

STD STANDARD

STL STEEL

STL JST STEEL JOIST

STOR STORAGE

STRUCT STRUCTURAL

S4S SURFACED FOUR SIDES

SUSP SUSPEND

SW SWITCH

SYMM SYMMETRICAL

T

TK BD TACKBOARD

TEL TELEPHONE

TV TELEVISION

TMPD TEMPERED

TEMP TEMPORARY

TER TERRAZZO

THK THICKNESS

TPD TOILET PAPER DISPENSER

T&G TONGUE AND GROOVE

TOS TOP OF SLAB, STEEL

T TREAD

TYP TYPICAL

U

UC UNDERCUT

UNFIN UNFINISH

UNO UNLESS NOTED OTHERWISE

V

VAC VACUUM

VR VAPOR RETARDER

VNR VENEER

VP VENEER PLASTER

VIF VERIFY IN FIELD

VERT VERTICAL

VEST VESTIBULE

VCT VINYL COMPOSITION TILE

VWC VINYL WALL COVERING

W

W CAB WALL CABINETS

WC WALL COVERING, WATER CLOSET

WP WATERPROOFING, WEATHER

PROOF, WORKING POINT

WT WEIGHT

WWF WELDED WIRE FABRIC

W WEST

WF WIDE FLANGE

WDW WINDOW

W/ WITH

W/O WITHOUT

WD WOOD

WDP WOOD PANELING

5201 Raymond St

Department of Veterans Affairs

KEYED NOTE

WALL TYPE

X

X WINDOW TREATMENT TYPE

EQUIPMENT

INTERIOR FINISH TYPE

FURNITURE, FIXTURE, EQUIPMENT

CONTRACT LIMIT LINE

COLUMN CENTER LINE

NEW WALL

DEMOLITION

EXISTING WALL

NORTH

APPROVED FOR CONSTRUCTION

Project No: 675-2 -801

Orlando, FL 32803

DESIGN TEAM

ABBREVIATIONS OWNER

CODE REFERENCES

PROJECT DESCRIPTION

FACILITY MAP

SYMBOL LEGEND

BUILDING INFORMATION

GENERAL NOTES

VICINITY MAP

THIS PROJECT IS LOCATED IN ORLANDO FLORIDA AT THE LAKE BALDWIN VA MEDICAL

CENTER AND THE LAKEMONT VA MEDICAL CENTER. THE PROJECT'S SCOPE OF WORK

ENTAILS ADDRESSING SPECIFIC ELECTRICAL DEFICIENCIES AT THE LAKE BALDWIN

AND LAKEMONT VA CAMPUSES LOCATED IN ORLANDO, FL. THE OBJECTIVE OF THE

PROJECT IS TO RECTIFY THESE DEFICIENCIES BY UNDERTAKING A SERIES OF ACTIVITIES

SUCH AS REPAIRING, RELOCATING, REPLACING, AND CORRECTING VARIOUS ELECTRICAL

EQUIPMENT.

THIS WORK SHALL INCLUDE BUT NOT BE LIMITED TO ARCHITECTURAL, CIVIL,

STRUCTURAL, & ELECTRICAL.

DESCRIPTIONSYMBOL

IMPROVE LAKE BALDWIN ELECTRICAL DISTRIBUTION,

Lake Baldwin - Orlando VA Medical Center Department of Veterans Affairs

Architect

MPE Engineers

1050 E. Southern Ave. Suite 5, Tempe, Arizona 85282

AESUS Design Group

David Combs (dcombs@aesusdesign.com)

480-454-2861

NORTH

PROJECT AREA

Lake Baldwin - Orlando VA Medical Center

A. ANY CHANGES MUST BE APPROVED BY COR BEFORE DOING ANY

ADDITIONAL WORK. WORK SCHEDULE TO BE PERFORMED DURING

REGULAR DAY SHIFT HOURS (8AM-4:30PM) ANY WORK OUTSIDE OF

REGULAR SCHEDULE REQUIRES APPROVAL FROM COR.

B. COORDINATE STAGING AREA WITH COR, AND FIND INTERIOR

COVERED STORAGE ON SITE FOR MATERIALS THAT MUST BE

PROTECTED FROM ELEMENTS - COORDINATE WITH COR.

C. PERFORM WORK IN ACCORDANCE WITH VHA DIRECTIVE 2004-012

SAFETY AND HEALTH DURING CONSTRUCTION ACTIVITIES AND VHA

DIRECTIVE 7701 OCCUPATIONAL SAFETY AND HEALTH (OSH) .

D. WORK PERFORMED FOR THIS PROJECT MAY INTERRUPT SERVICE TO

ADJACENT AREAS AT TIMES BUT WILL NOT INTERRUPT OVERALL

FACILITY OPERATION. SEE ELECTRICAL FOR POWER INTERRUPTION

AND OUTAGE REQUIREMENTS.

E. CONTRACTOR TO VERIFY ALL DETAILS AGAINST EXISTING

CONDITIONS PRIOR TO PURCHASE OF EQUIPMENT AND PRIOR TO

CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR BRINGING ANY

DISCREPANCIES IN PLANS AND EXISTING SITE CONDITIONS TO

IMMEDIATE ATTENTION OF CONTRACTING OFFICER

REPRESENTATIVE.

F. CONTRACTOR SHALL PERFORM ALL WORK AND PROVIDE ALL

MATERIALS IN ACCORDANCE WITH VA MASTER CONSTRUCTION

SPECIFICATIONS, WHICH CAN BE FOUND AT

HTTP://WWW.CFM.VA.GOV/TIL/. WHERE DISCREPANCIES ARE FOUND

THE MORE STRINGENT SHALL APPLY.

G. NOT ALL KEYNOTES ARE ON ALL SHEETS.

BUILDING CODE:

2020 FBC - INTERNATIONAL BUILDING CODE

2020 FBC - EXISTING BUILDING CODE

2020 FBC - INTERNATIONAL ENERGY CONSERVATION CODE

2020 FFPC - NFPA

ACCESSIBILITY CODE & GUIDELINES:

ABAAS & BFDG

MECHANICAL CODE:

2020 FBC - INTERNATIONAL MECHANICAL CODE

PLUMBING CODE:

2020 FBC - INTERNATIONAL PLUMBING CODE

ELECTRICAL CODE:

2020 FBC - INTERNATIONAL ELECTRICAL CODE

NO LIFE SAFETY WILL BE AFFECTED BY THIS PROJECT.

NFPA

NFPA 101 LIFE SAFETY CODE

NFPA NATIONAL FIRE CODES

NFPA 900 (OSHA)

ISSUED SHEETS

Sheet Number Sheet Name

GENERAL

GI.001 COVER SHEET

ARCHITECTURE

AS100 SITE PLAN

AE103 ENLARGED PLANS

STRUCTURAL

S101 FOUNDATION PLANS, GSN, AND DETAILS.

CIVIL

C002 GENERAL NOTES

C003 OVERALL SHEET MAP

C101 SITE, UTILITY AND GRADING PLAN AREA 1

C102 SITE, UTILITY AND GRADING PLAN AREA 2

C300 DETAILS

ELECTRICAL

E-001 SYMBOLS AND ABBREVIATIONS

ED-101 ELECTRICAL SITE PLAN DEMO - LAKE BALDWIN

ED-102 ELECTRICAL SITE PLAN DEMO - LAKEMONT

EP-101 ELECTRICAL SITE PLAN - LAKE BALDWIN

EP-103 ELECTRICAL SITE PLAN - LAKEMONT

EP-401 ELECTRICAL DETAILS

EP-402 GROUNDING DETAILS

EP-403 TYPICAL LABELING DETAILS

EP-601 ELECTRICAL ONE-LINE DIAGRAM DEMO - LAKE BALDWIN

EP-602 ELECTRICAL ONE-LINE DIAGRAM - LAKE BALDWIN

EP-603 ELECTRICAL ONE-LINE DIAGRAM - LAKEMONT

1050 E. Southern Ave. Suite 5, Tempe, Arizona 85282

AESUS Design Group

David Combs (dcombs@aesusdesign.com)

480-454-2861

Structural Engineers

730 N. 52nd St, #105

Phoenix, Arizona 85008

Simply Structural

Civil Engineers

4001 N. 3rd St, #165

Phoenix, Arizona 85012

SWS Engineering

Revisions: Date:

STAMPSTAMP

03.06.2024

675-2 -80103

ID

E N T

IF

Y

104.10

101.96102.10 102.64 103.09104.29104.33104.23104.31102.96

102.07

104.11104.27

104.04 C

LF

M E

TA

L

S T A

IR

S

M E

TA

L

S T A

IR

S

CC

N89°35'32"W 1326.77'

PLAT

N89°59'50"W 70.57'

PLAT S

°0 '5 "E

.4

P

LA

T

PICK

PT

PICK

PT

PICK

PT

PICK

PT

PICK

PT

PICK

PT

PICK

PT

PICK

PT

PICK

PT

PICK

PT

PICK

PT

PICK

PT

PICK

PT

PICK

PT

PICK

PT 1

NW CORNER, S. 1/2

N. 1/2, NW 1/4, NE 1/4

SECTION 16-22-30

SE CORNER, LOT 1, BLOCK "C"

PB "W", PG 71

BRICK

BRICK

D

IR

T

R O A D

DI

RT RO

AD

DIRT

ROAD

D

IR

T

D

IR

T

D

IR

T

D

IR

T

D

IR

T

CONC

CONC

S A T E L L

IT

E

A N

TE

N N A

M E T A L

L

ID

T

7 8

S

IG

N

STOP BAR

(TYP)

S

TO

P

B A R

(T Y P

S

TO

P

B A R

(T Y P

S

IG

N

STOP BAR

(TYP)

S

IG

N

MOTORCYCLE 1

11101011

MOTORCYCLE

1 1 1 1

SIGN

S

TO

P

B A R

(T Y P

SI

GN

8 8

S

IG

N

S

IG

N

B O

LL

A R D

(T Y P

B O

LL

A R D

(T Y P

F L A G

P O

LE

S

TO

P

B A R

(T Y P

B O

LL

A R D

(T Y P

B O L

LA

R D

(T Y P

B O L

LA

R D

(T Y P

B O L

LA

R D

(T Y P

M O T O R

C Y C

LE

C O N C

D W

ALIMINUM

STEPS

A L

IM

IN

U M

R A M P

C O N C

C O N C

C W

CP

C O N C

C O N C

A P R O N

C O N C

A P R O N

C O N C

A P R O N

C O N C

A P R O N

C O N C

A P R O N

C O N C

R

IP

R A P

C O N C

F

LU

M E

C O N C

F

LU

M E

C O N C

F

LU

M E

C O N C

F

LU

M E

C P

CONC

APRON

CONC

APRON

C O N C

A P R O N

F O U N

TA

IN

C O V D

C W6

C W

8'

CW

C W

C C

5' C W

M E T A L

L

ID

C O N C

C U R B

(T Y P

C C

CONC

CW

C O N C

S T E P S

R A M P

2.5'

1.4'

32.1'

.1

.6

. 8

49.3'

CC

CONC

C C

C C

CONC

CLF

C

LF

C

LF

C

LF

C

LF

D

IE

S E L

F U E L

S T O R A G E

C

LF

C

LF

C

LF

C

LF

C

LF

C

LF

C

LF

C

LF

C

LF

C

LF

C

LF

M F

M F

C

LF

C

LF

C

LF

C

LF

C

LF

C

LF

M F

1'W

0.5'W

M F

M F

0.7'W

0.4'W

1.5'W

C

LF

0.7'W

C

LF

.6

1.3'W

C

LF

C

LF

C

LF

C

LF

S89°59'23"W 333.86'

MEAS

S87°40'34"E 206.41'

MEAS

S ° 5 ' 3 " W

.2

M E A S

S ° 5 ' 4

.0

M E A S

A S P H A

LT

A S P H A

LT

A S P H A

LT

A S P H A

LTA

S P H A

LT

A S P H A

LT

A S P H A

LT

ASPHALT

A S P H A

LT

A S P H A

LT

A S P H A

LT

A S P H A

LTA

S P H A

LT

A S P H A

LT

ASP

HA

LT

ASPHALT

A S P H A

LT

A S P H A

LT

ASPHALT

A S P H A

LT

A S P H A

LT

A S P H A

LT

A S P H A

LT

A S P H A

LT

ASPHALT

ASPHALT

ASPHALT

ASPHALT

ASPHALT

ASPHALT

ASPHALT

ASPHALT

ASPHALT

ASPHALT

ASPHALT

ASPHALT

ASPHALT

A S P H A

LT

A S P H A

LT

A S P H A

LT

A S P H A

LT

A S P H A

LT

ASPHALT

ASPHALT

ASP

HALT

A S P H A

LT

A S P H A

LT

A S P H A

LT

A S P H A

LT

A S P H A

LT

A S P H A

LT

A S P H A

LT

A S P H A

LT

F

LU

M E

A S P H A

LT

F

LU

M E

A S P H A

LT

ASPH

ALT

ASPH

ALT

ASPHALT

.3

.7

.3

.1

.8

.3

.3

. 5

.7

R

ID

LE

Y

A V E N U E

RAYMOND

STREET

RAYMOND

STREET

R A Y M O N D

S T R E E T

PALMETTOAVENUE

C O M F O R T

A V E N U E

NASH

STREET

NASH

STREET

M E R C Y

A V E N U E

LAKE BALDWIN

LANE

N °3 '1

"W

.9

C M

L3

N87°46'09"E 1659.45'

C&M

S87°40'44"E 206.44'

CALC

S89°59'50"W 333.97'

PLAT

C1

L1

C3S89°59'50"W 692.12' C&M

C2

S89°59'50"W 692.12' C&M

L2

N87°46'09"E 1659.45'

C&M

S ° 5 ' 3

.2

C M

S ° 5 ' 3

.9

C A L C

F O

C

P S

P S

P S

P S

PS

PS

PS

P S

PS

PS

PS

P

S PS

PSPS

PS

PS PS

PS

P S

P S

PS

PS

PS

PS

PS

P S

P S

PS

P S

P S

P S

PS

P S

P S

PS

P S

P S

P S

P S

P S

P S

P S

P S

P S

PS

PSPS

P S

P S

P S

P S

PS

PS

P S

PS

PS

PS

PS

PS

PS

PS

PS

PS

PSPSPSPS

PS

PSPS

PS

PS

PS

PS

PS

PS PS PS PS

PS

PS

PS

P S

P S

P S

P S

P S

P S

P S

PS

PSPS

P S

P S

T V

PS

PS

PS

P S

P S

P S

P S

P S

P S

PS

PS

PS

PS

P S

P S

P S

P S

SD

SD

EL

SD SD

SD

P S

PS

BUILDING 500

BUILDING 504

BUILDING 502

B U

IL

D

IN

G

BUILDING 501

B U

IL

D

IN

G

BUILDING 505 BUILDING 506 BUILDING 507 BUILDING 508

BUILDING 519, 522, 521,524

BUILDING 510

B U

IL

D

IN

G

B U

IL

D

IN

G

BUILDING 3133

BUILDING 3130

B U

IL

D

IN

G

SCOPE

OF WORK

/AE103 1

/AE103 2

/AE103 6

SITE PLAN GENERAL NOTES

1. CONTRACTOR IS RESPONSIBLE FOR PROTECTING EXISTING UTILITIES

THAT ARE NOT MARKED FOR REMOVAL.

2. CONTRACTOR SHALL PHASE ROAD REMOVAL AND CONSTRUCTION SO AS

TO ALWAYS ALLOW AT LEAST ONE LANE OF TRAFFIC ON MAIN ACCESS

DRIVE. CONTRACTOR MAY CLOSE DRIVE TO ER/TRAUMA

ENTRANCE, BUT MUST COORDINATE WITH VA COR. TRAFFIC CLOSURE

SHALL MEET MUTCD REQUIREMENTS AND SHALL HAVE LIGHTED

BARRICADES FOR PROJECT.

3. CONTRACTOR SHALL INSTALL TEMPORARY 6' TALL CHAIN LINK SECURITY

FENCING TO SECURE CONSTRUCTION SITE. CONTRACTOR SHALL INSTALL

GATES TO ALLOW WORKING ACCESS FOR EQUIPMENT

AND PEOPLE.

4. CONTRACTOR SHALL BLOCK OFF SIDEWALK WITH ORANGE SNOW FENCE

AND INSTALL TEMPORARY SIGNAGE INDICATING THAT THE SIDEWALK IS

CLOSED.

5. CONTRACTOR SHALL PROVIDE TEMPORARY GRAVEL FILL, AS NEEDED, TO

ALLOW FOR VEHICULAR TRAFFIC TO USE ROADWAY WHILE NOT ACTIVELY

WORKING IN THE TRENCH. CONTRACTOR WILL BE RESPONSIBLE FOR

ENSURING THE TEMPORARY GRAVEL FILL IS AT GRADE AND WILL RESPOND

IMMEDIATELEY IF TEMPORARY GRAVEL FILL AREA SETTLES, CREATING A

HAZARD.

6. CONTRACTOR SHALL SUPPLY TRAFFIC CONTROL IN COMPLIANCE WITH

ALL MUTCD REGULATIONS. TRAFFIC CONTROL SHALL CONSIST OF AT LEAST

TYPE II BARRICADES WITH LIGHTS ON RESTRICTED

LANES OF TRAFFIC AND AT THE EDGE OF PAVEMENT WITH TEMPORARY

ACCESS OVER THE ROCKED IN LANE. TRAFFIC CONES MAY BE NEEDED ON

A TEMPORARY BASIS TO REDIRECT.

A. ANY CHANGES MUST BE APPROVED BY COR BEFORE DOING ANY

ADDITIONAL WORK. WORK SCHEDULE TO BE PERFORMED DURING

REGULAR DAY SHIFT HOURS (8AM-4:30PM) ANY WORK OUTSIDE OF

REGULAR SCHEDULE REQUIRES APPROVAL FROM COR.

B. COORDINATE STAGING AREA WITH COR, AND FIND INTERIOR

COVERED STORAGE ON SITE FOR MATERIALS THAT MUST BE

PROTECTED FROM ELEMENTS - COORDINATE WITH COR.

C. PERFORM WORK IN ACCORDANCE WITH VHA DIRECTIVE 2004-012

SAFETY AND HEALTH DURING CONSTRUCTION ACTIVITIES AND VHA

DIRECTIVE 7701 OCCUPATIONAL SAFETY AND HEALTH (OSH) .

D. WORK PERFORMED FOR THIS PROJECT MAY INTERRUPT SERVICE

TO ADJACENT AREAS AT TIMES BUT WILL NOT INTERRUPT OVERALL

FACILITY OPERATION. SEE ELECTRICAL FOR POWER INTERRUPTION

AND OUTAGE REQUIREMENTS.

E. CONTRACTOR TO VERIFY ALL DETAILS AGAINST EXISTING

CONDITIONS PRIOR TO PURCHASE OF EQUIPMENT AND PRIOR TO

CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR BRINGING

ANY DISCREPANCIES IN PLANS AND EXISTING SITE CONDITIONS TO

IMMEDIATE ATTENTION OF CONTRACTING OFFICER

REPRESENTATIVE.

F. CONTRACTOR SHALL PERFORM ALL WORK AND PROVIDE ALL

MATERIALS IN ACCORDANCE WITH VA MASTER CONSTRUCTION

SPECIFICATIONS, WHICH CAN BE FOUND AT

HTTP://WWW.CFM.VA.GOV/TIL/. WHERE DISCREPANCIES ARE FOUND

THE MORE STRINGENT SHALL APPLY.

GENERAL NOTES

A. THE CONTRACTORS SHALL COORDINATE EQUIPMENT AND

MATERIAL TRAFFIC AND STORAGE WITH COR.

B. ALL UTILITY WORK SHALL BE COORDINATED WITH CIVIL PLANS.

C. ALL ASPECTS OF CONTRACTOR STAGING AND CONSTRUCTION

PHASING SHALL BE APPROVED BY COR.

D. ALL HOSPITAL ACCESS POINTS, AND ALL BUILDING EXITS, MUST

REMAIN ACCESSIBLE, CLEAR AND UNOBSTRUCTED THROUGHOUT

ALL PHASES OF DEMOLITION AND CONSTRUCTION. SHORT-TERM

CLOSURE MAY BE ACCEPTABLE AS COORDINATED WITH COR.

E. THE CONTRACTOR SHALL COORDINATE ALL ROOF TOP WORK AND

ROOF REPAIRS WITH THE COR.

GENERAL PHASING NOTES

FLOOR PLAN LEGEND

SCOPE OF WORK

SCOPE OF WORK ITEMS

A. PROVIDE AN EXTENSION TO THE ELECTRICAL EQUIPMENT PAD AND NEW

CANOPY FOR ELECTRICAL EQUIPMENT ON THE LAKE BALDWIN CAMPUS.

B. PROVIDE AN EXTENSION FOR THE ELECTRICAL EQUIPMENT PAD AND

EXTENSION FOR THE EXISTING CANOPY ON THE LAKEMONT CAMPUS. SEE

2/AE103

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORDCONSULTANT

321 4 5 6 7 8 9 10

Architecture, Engineering, and, Sustainable DesignAESUS 1050 E. Southern Ave, Suite #D, Tempe, Arizona 85282, (480) 454-2861 design group

/2

/2

:2

:3

A

M

AS100

SITE PLAN

5201 Raymond St, Orlando, FL 32803

675-23-801

Mar. 1, 2024 AESUS AESUS

IMPROVE LAKE BALDWIN

ELECTRICAL DISTRIBUTION

BID DOCUMENTS

1/64" = 1'-0"

SITE PLAN - LAKE BALDWIN

Revisions: Date:

STAMPSTAMP

03.06.2024

Level 1 0' - 0"

CORRUGATED METAL

DECK, PAINTED TO

MATCH EXISTING

COLUMN

BEAM

RAINWATER

WATER

W A

T E

R

BUILDING

FACE

AE103

B .O

C

A N

O P

Y T

O A

L

IG

N W

IT

H

B

U

IL

D

IN

G M

A T

E R

IA

L T

R A

N S

IT

IO

N

GASKETED FASTENERS

AT 12" OC

SHEET METAL TWO

PIECE REGLET AND

COUNTERFLASHING

SYSTEM

FASTENERS WITH

ANCHOR DISCS AT 6" OC

MAX OR CONT

TERMINATION BAR

WIND CLIPS AT 30" OC

SEALANT - TOOL TO

FACILITATE WATER RUN-

OFF

CONT COMPRESSIBLE

ELASTOMERIC TAPE

GASKETED FASTENERS AT

12" OC

CORRUGATED METAL CANOPY

1' - 0" 2' - 0"

5' - 8"

2' - 0" 2' - 0" 5' - 8" 1' - 0"

11' - 11"

EXISTING CONCRETE

EQUIPMENT PAD TO REMAIN

EXISTING BUILDING 504

NEW ELECTRICAL EQUIPMENT,

SEE ELECTRICAL.

NEW CONCRETE EQUIPMENT PAD

CANOPY COLUMN

AE103

Sim

19' - 4"

NEW

CONCRETE

PAD, SEE

STRUCTURAL.

EXISTING CANOPY TO REMAIN

EXISTING CONCRETE

PAD TO REMAIN

EXISTING ELECTRICAL

EQUIPMENT TO REMAIN

NEW ELECTRICAL

EQUIPMENT, SEE

ELECTRICAL.

THE GC TO PROVIDE A

2'-6" HORIZONTAL

CANOPY EXTENTION AND

SUPPORTS. THE CANOPY

EXTENTION SHALL BE

PART OF EXISTING

FRAME WITH NO

ADDITIONAL COLUMNS.

2' - 6"

ATS

NOTE:

THIS EQUIPMENT IS LOCATED 13800 VETERAN'S WAY, ORLANDO,

FL, 32827.

THE GC TO PROVIDE A 2'-0"

VERTICAL RAIN GUARD

BELOW THE CANOPY ON

THREE SIDES AS INDICATED

BY THE DASHED LINE. SEE

SECTION 5.

AE103

NOTE:

THE GC SHALL COORDINATE WITH THE CANOPY

MANUFACTURE (PEACHTREE PROTECTIVE COVERS)

FOR CANOPY EXTENTION AND VERTICAL RAIN

GUARD. PROVIDE SHOP DRAWINGS AND

CALCULATIONS FOR ALL SUPPORTING STRUCTURE.

8' - 0"

NEW CONCRETE PAD,

COORDINATE WITH

ELECTRICAL FOR

EXACT LOCATION.

EXISTING CONCRETE

PAD

EXISTING ELECTRICAL

EQUIPMENT, TYPICAL.

EXISTING MANHOLE

1' - 0"

EXISTING

CONCRETE

PAD

NEW CONCRETE PAD,

COORDINATE EXACT

LOCATION WITH

ELECTRICAL

5' - 1"

EXISTING

ELECTRICAL

EQUIPMENT

THE GC TO PROVIDE

A 2'-0" VERTICAL RAIN

GUARD BELOW THE

CANOPY ON THREE

SIDES AS INDICATED

BY THE DASHED LINE.

SEE SECTION 5.

2' - 6"

2' - 6"

EXISTING COLUMNS

NEW SLAB AND

FOOTING, SEE

STRUCTURAL.

EXISTING SLAB

THE GC TO PROVIDE A 2'-6"

HORIZONTAL CANOPY

EXTENTION AND SUPPORTS.

THE CANOPY EXTENTION

SHALL BE PART OF THE

EXISTING FRAME WITH NO

ADDITIONAL COLUMNS.

EXISTING ROOF

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORDCONSULTANT

321 4 5 6 7 8 9 10

Architecture, Engineering, and, Sustainable DesignAESUS 1050 E. Southern Ave, Suite #D, Tempe, Arizona 85282, (480) 454-2861 design group

/2

/2

:4

:1

P

M

AE103

ENLARGED PLANS

5201 Raymond St, Orlando, FL 32803

675-23-801

Mar. 1, 2024 AESUS AESUS

IMPROVE LAKE BALDWIN

ELECTRICAL DISTRIBUTION

BID DOCUMENTS

3/8" = 1'-0"

TYPICAL CANOPY SECTION

3" = 1'-0"

CANOPY AT EXISTING BUILDING

3/16" = 1'-0"

ENLARGED EQUIPMENT PAD - LAKE

BALDWIN 1

3/16" = 1'-0"

EQUIPMENT PAD - LAKEMONT

3/16" = 1'-0"

ENLARGED EQUIPMENT PAD - LAKE

BALDWIN 2

3/16" = 1'-0"

ENLARGED EQUIPMENT PAD - LAKE

BALDWIN 3

Revisions: Date:

3/8" = 1'-0"

RAIN GUARD CANOPY SECTION

STAMPSTAMP

03.06.2024

02/29/24

02/29/24

675-23-801

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTS

LAKE BALDWIN VA

CLINIC

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD A/E:

STAMP

321 4 5 6 7 8 9 10

Revisions: Date:

NORTH

AESUS DESIGN GROUP

1050 E. Southern Ave., Suite D Temple, AZ, 85282 480-454-2861 David Combs

IMPROVE LAKE BALDWIN

ELECTRICAL DISTRIBUTION

MARCH 7, 2024 MS/MDS MG

5201 RAYMOND ST, ORLANDO, FL 32803

CIVIL/ENGINEER OF RECORD

C/E:

SWS ENGINEERING, INC.

2400 Maitland Center Pkwy. Suite 235, Maitland, FL, 32751 407-620-3300 Michael D. Schweitzer

Fi le

N am e

Lo ca tio n:

C :\U se rs

\m ik e.

sc hw ei tz er

.S W

SE

N

G

IN

EE

R

IN

G

\D C

\A C

C D oc s\

SW

S

En gi ne er in g\

-2

F\

Pr oj ec t F ile s\

PR

O

D \C on st ru ct

\G P\

-2

F

C

2.

dw g

L ay ou t:

C

Pr in te d:

T hu

, 0

M ar

- 7

:1

EB: 37087

90% Construction Drawing Submittal 10-10-2023

C002

GENERAL NOTES

SWS

n

P O B

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTS

LAKE BALDWIN VA

CLINIC

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD A/E:

STAMP

321 4 5 6 7 8 9 10

Revisions: Date:

NORTH

AESUS DESIGN GROUP

1050 E. Southern Ave., Suite D Temple, AZ, 85282 480-454-2861 David Combs

IMPROVE LAKE BALDWIN

ELECTRICAL DISTRIBUTION

MARCH 7, 2024 MS/MDS MG

5201 RAYMOND ST, ORLANDO, FL 32803

CIVIL/ENGINEER OF RECORD

C/E:

SWS ENGINEERING, INC.

2400 Maitland Center Pkwy. Suite 235, Maitland, FL, 32751 407-620-3300 Michael D. Schweitzer

Fi le

N am e

Lo ca tio n:

C :\U se rs

\m ik e.

sc hw ei tz er

.S W

SE

N

G

IN

EE

R

IN

G

\D C

\A C

C D oc s\

SW

S

En gi ne er in g\

-2

F\

Pr oj ec t F ile s\

PR

O

D \C on st ru ct

\G P\

-2

F

C

3.

ou t:

C te d:

T hu

, 0

M ar

- 7

:1

EB: 37087

90% Construction Drawing Submittal 10-10-2023

C003

OVERALL SHEET MAP 675-23-801

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTS

LAKE BALDWIN VA

CLINIC

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD A/E:

STAMP

321 4 5 6 7 8 9 10

Revisions: Date:

NORTH

AESUS DESIGN GROUP

1050 E. Southern Ave., Suite D Temple, AZ, 85282 480-454-2861 David Combs

IMPROVE LAKE BALDWIN

ELECTRICAL DISTRIBUTION

MARCH 7, 2024 MS/MDS MG

5201 RAYMOND ST, ORLANDO, FL 32803

CIVIL/ENGINEER OF RECORD

C/E:

SWS ENGINEERING, INC.

2400 Maitland Center Pkwy. Suite 235, Maitland, FL, 32751 407-620-3300 Michael D. Schweitzer

Fi le

N am e

Lo ca tio n:

C :\U se rs

\m ik e.

sc hw ei tz er

.S W

SE

N

G

IN

EE

R

IN

G

\D C

\A C

C D oc s\

SW

S

En gi ne er in g\

-2

F\

Pr oj ec t F ile s\

PR

O

D \C on st ru ct

\G P\

-2

F

C

1.

ou t:

C te d:

T hu

, 0

M ar

- 7

:2

EB: 37087

90% Construction Drawing Submittal 10-10-2023

C101

SITE, UTILITY AND GRADING PLAN

AREA 1

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTS

LAKE BALDWIN VA

CLINIC

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD A/E:

STAMP

321 4 5 6 7 8 9 10

Revisions: Date:

NORTH

AESUS DESIGN GROUP

1050 E. Southern Ave., Suite D Temple, AZ, 85282 480-454-2861 David Combs

IMPROVE LAKE BALDWIN

ELECTRICAL DISTRIBUTION

MARCH 7, 2024 MS/MDS MG

5201 RAYMOND ST, ORLANDO, FL 32803

CIVIL/ENGINEER OF RECORD

C/E:

SWS ENGINEERING, INC.

2400 Maitland Center Pkwy. Suite 235, Maitland, FL, 32751 407-620-3300 Michael D. Schweitzer

Fi le

N am e

Lo ca tio n:

C :\U se rs

\m ik e.

sc hw ei tz er

.S W

SE

N

G

IN

EE

R

IN

G

\D C

\A C

C D oc s\

SW

S

En gi ne er in g\

-2

F\

Pr oj ec t F ile s\

PR

O

D \C on st ru ct

\G P\

-2

F

C

1.

ou t:

C te d:

T hu

, 0

M ar

- 7

:2

EB: 37087

90% Construction Drawing Submittal 10-10-2023

C102

SITE, UTILITY AND GRADING PLAN

AREA 2

NOTE:

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTS

LAKE BALDWIN VA

CLINIC

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD A/E:

STAMP

321 4 5 6 7 8 9 10

Revisions: Date:

NORTH

AESUS DESIGN GROUP

1050 E. Southern Ave., Suite D Temple, AZ, 85282 480-454-2861 David Combs

IMPROVE LAKE BALDWIN

ELECTRICAL DISTRIBUTION

MARCH 7, 2024 MS/MDS MG

5201 RAYMOND ST, ORLANDO, FL 32803

CIVIL/ENGINEER OF RECORD

C/E:

SWS ENGINEERING, INC.

2400 Maitland Center Pkwy. Suite 235, Maitland, FL, 32751 407-620-3300 Michael D. Schweitzer

Fi le

N am e

Lo ca tio n:

C :\U se rs

\m ik e.

sc hw ei tz er

.S W

SE

N

G

IN

EE

R

IN

G

\D C

\A C

C D oc s\

SW

S

En gi ne er in g\

-2

F\

Pr oj ec t F ile s\

PR

O

D \C on st ru ct

\G P\

-2

F

C

0.

ou t:

C te d:

T hu

, 0

M ar

- 7

:2

EB: 37087

90% Construction Drawing Submittal 10-10-2023

C300

DETAILS 675-23-801

s

CR

(18"/18")

M

K1

K1

TYPICAL OUTLET SYMBOL NOTES

-STAR SYMBOL INDICATES DEVICE IS MOUNTED 4" ABOVE COUNTER,

CASEWORK, BACKSPLASH OR 46" IF NOTHING BELOW.

-INDICATES MOUNTING HEIGHT ABOVE FINISHED FLOOR.

-ISOLATED GROUND

-WEATHER PROOF

-EXPLOSION PROOF

"+84"

"IG"

"WP"

"XP"

20A, 125V, 2 POLE, 3 WIRE GROUNDING SIMPLEX RECEPTACLE

20A, 125V, 2 POLE, 3 WIRE GROUNDING DUPLEX RECEPTACLE

20A, 125V, 2 POLE, 3 WIRE GROUNDING DOUBLE DUPLEX RECEPTACLE

20A, 125V, 2 POLE 3 WIRE GROUNDING DUPLEX RECEPTACLE WITH (2) INTEGRAL

USB CHARGING PORTS

HALF SWITCHED RECEPTACLE - LOWER OUTLET SWITCHED VIA CONTROL ZONE

INDICATED OR NEAREST OCCUPANCY SENSOR. UPPER OUTLET IS UNSWITCHED -

ALWAYS HOT

20A, 125V, 2 POLE 3 WIRE GROUNDING DUPLEX RECEPTACLE CONNECTED TO

CRITICAL BRANCH

20A, 125V, 2 POLE, 3 WIRE GROUNDING GFCI DUPLEX RECEPTACLE

20A, 125V, 2 POLE, 3 WIRE GROUNDING GFCI RECEPTACLE WITH WHILE IN USE

WEATHERPROOF ENCLOSURE.

20A, 125V, 2 POLE 3 WIRE GROUNDING GFCI DUPLEX RECEPTACLE CONNECTED TO

CRITICAL BRANCH

SPECIAL OUTLET. REFER TO SCHEDULE FOR REQUIREMENTS.

CEILING MOUNTED RECEPTACLE, TYPE AS INDICATED ABOVE.

PEDESTAL MOUNTED DUPLEX OR DOUBLE DUPLEX CONVENIENCE RECEPTACLE.

FLOOR BOX - WITH DUPLEX OR DOUBLE DUPLEX RECEPTACLE

FLOOR BOX WITH POWER AND DATA FURNITURE FEED CONNECTIONS. FURNITURE

FEED CIRCUIT QUANTITY AS INDICATED ON PLANS.

ELECTRICAL POWER SWITCH

M - MOTOR RATED WITH INTEGRAL THERMAL OVERLOADS U.O.N.

SURFACE MOUNTED ENCLOSED DIVIDED RACEWAY FOR POWER AND DATA.

DUPLEX SPACING (20A, 125V, 2 POLE, 3 WIRE GROUNDING DUPLEX RECEPTACLE

U.O.N)

DATA OUTLET SPACING (PROVISINS FOR NOT LESS THAN 4 PORTS U.O.N)

POWER / TELECOM. POLE. PROVIDE JUNCTION BOX ABOVE CEILING FOR POWER

CONNECTION (CIRCUIT QUANTITY AS NOTED ON PLANS) FOR FOR TELECOM/DATA

CONNECTIONS (1 PER ASSOCATED WORKSTATION) CONNECT TO WIRING IN

POWER POLE.

EXTENSION CORD REEL.

UNISTRUT RACK

TYPICAL OUTLET SYMBOL CIRCUITING NOTES

NOTES:

1. OUTLETS LOCATED AT COUNTERS SHALL BE LOCATED 18" AFF IN KNEE SPACE IF

PROVIDED OR 4" ABOVE COUNTER OR BACK SPLASH AS APPLICABLE IF NO KNEE

SPACE IS PROVIDED UNLESS NOTED OTHERWISE.

POWER OUTLETS

IG

+30"

CIRCUIT NUMBER

ELEVATION AFF

TYPE2

D

D

M

XXX-XXX

FOOT ON DEVICE INDICATES WALL MOUNTED

MARK NUMBER FOR MECHANICAL EQUIPMENT

KEY NOTE REFERENCE SYMBOL.

XXX-XXX

GENERAL

CIRCUIT NUMBER(S)

PANEL NAME

1LN1-1,3,5

BRANCH CIRCUIT HOMERUN. PROVIDE #12 PHASE, #12

NEUTRAL AND #12 GROUND CONDUCTORS FOR EACH

INDICATED CIRCUIT UNLESS NOTED OTHERWISE. SEE

GENERAL NOTE #2 AND #3.

NO MULTI-WIRE BRANCH CIRCUITS PERMITTED. NO SHARED

NEUTRAL.

CONDUIT RUN CONCEALED IN CEILING OR WALL

CONDUIT RUN BELOW GRADE, UNDER OR CONCEALED IN

FLOOR SLAB, UNDER RAISED FLOOR

CONDUIT RISER UP

CONDUIT RISER DOWN

INDICATES CIRCUIT CONTINUATION

STUB INTO ACCESSIBLE CORRIDOR CEILING SPACE UNLESS

OTHERWISE NOTED

CAP END OF CONDUIT

CONDUIT SLEEVE

POWER CONDUIT FILL EXAMPLE

(2) 4"C, 4 #500, 1#1/0G

TOTAL QUANTITY OF IDENTICAL CONDUIT/WIRE RUNS AS SPECIFIED (AS APPLICABLE)

CONDUIT SIZE (SEE SPECIFICATIONS FOR ALLOWED TYPES)

QUANTITY OF PHASE AND NEUTRAL CONDUCTORS.

NEUTRAL CONDUCTOR MAY BE SPECIFIED SEPARATELY WITH 'N' SUFFIX

CONDUCTOR SIZE (AWG/KCMIL)

QUANTITY OF GROUND CONDUCTORS (ASSUME QTY 1 IF NOT INDICATED)

GROUND CONDUCTOR SIZE (AWG/KCMIL)

CIRCUIT DESIGNATIONS

LIGHTING

GENERAL LIGHTING FIXTURE NORMAL/EMERGENCY BRANCH CIRCUIT DESIGNATIONS

(TYPICAL FOR ALL LIGHTING FIXTURES)

LUMINAIRE CONNECTED TO NORMAL BRANCH

LIFE SAFTEY LUMINAIRE. REFER TO FIXTURE SCHEDULE. WHERE FURNISHED

WITH EMERGENCY SELF-DIAGNOSTIC BATTERY/ INVERTER BALLAST/DRIVER.

PROVIDE BATTERY SHALL BE CAPABLE OF 100% OUTPUT FOR 90 MINUTES.

WHERE NOT FURNISHED WITH INTEGRAL BATTERY BACKUP FIXTURE SHALL BE

FED FROM GENERATOR BACKED LIFE SAFTEY BRANCH CIRCUIT.

L3 a

GENERAL LIGHTING FIXTURE DESIGNATIONS (TYPICAL FOR ALL FIXTURES)

LUMINAIRE TYPE.

• DENOTED BY UPPER CASE ALPHANUMERIC DESIGNATION. REFER TO

LIGHTING FIXTURE SCHEDULE.

• “(R)” DENOTES EXISTING RELOCATED FIXTURE. REFER TO

DEMOLITION DRAWINGS FOR EXISTING TO BE RELOCATED FIXTURES

SWITCHING CONTROL ZONE (WHERE APPLICABLE)

• LOWER CASE ALPHANUMERIC SUBSCRIPT MATCHES DESIGNATION OF

CORRESPONDING SWITCHING CONTROL DEVICE (USED ONLY WHERE

NECESSARY FOR CLARIFICATION).

• 'NL' INDICATES NIGHT LIGHT. CONNECT TO HOT LEG (NON-SWITCHED)

CIRCUIT NUMBER

LIGHTING FIXTURE DESCRIPTIONS

RECESSED OR SURFACE MOUNTED LUMINAIRE

RECESSED OR SURFACE MOUNTED ROUND DOWNLIGHT LUMINAIRE

STRIP LIGHT, SURFACE MOUNTED (LENGTH AS SHOWN ON PLANS)

LINEAR LUMINAIRE, SURFACE OR RECESSED (SOLID) OR PENDANT (DASHED)

MOUNTED (LENGTH/TYPE AS SHOWN ON PLANS)

LINEAR LUMINAIRE, WALL MOUNTED (LENGTH AS SHOWN ON PLANS)

WALL SCONCE LUMINAIRE

SUSPENDED TRACK LIGHT, TRACK HEAD QUANTITY AS SHOWN ON PLANS

COVE LIGHT. PLACE IN ARCHITECTURAL COVE, COORDINATE EXACT

LOCATIONS WITH ARCHITECTURAL DRAWINGS.

DENOTES DIRECTION OF LIGHT DISTRIBUTION. PROVIDE DIRECTIONAL LIGHT

THROW (WALL WASH EFFECT) WHERE SHOWN.

EXIT SIGN CEILING OR WALL MOUNTED AS INDICATED

INDICATES DIRECTIONAL CHEVRON FOR EXIT SIGNS.

DENOTES LOCATION(S) OF ILLUMINATED EXIT FACE

EMERGENCY TWIN HEAD FLOOD LIGHTING 'BUG EYE' UNIT WITH INTEGRAL

BATTERY PACK

T

30A/3P

30A/3P/

20AF

30A/3P

12x3

CP

C

480/277V OR 480V PANEL 208/120V OR 120/240V PANEL

HEAVY DUTY DISCONNECT SWITCH

FUSED DISCONNECT SWITCH

ENCLOSED CIRCUIT BREAKER

MANUAL MOTOR STARTER SWITCH WITH THERMAL OVERLOAD

PROTECTION.

CONTACTOR

VARIABLE FREQUENCY DRIVE

MOTOR - WITH DISCONNECT (WHERE SHOWN IN PLANS)

MOTOR DESIGNATION SHOWN IN BOX

CONTROL PANEL FURNISHED BY OTHERS, INSTALLED BY

DIVISION 26, UNLESS NOTED OTHERWISE

REDUCED VOLTAGE MOTOR STARTER

NUMBER REFERS TO NEMA STARTER SIZE

COMBINATION REDUCED VOLTAGE MOTOR STARTER/DISCONNECT

NUMBER REFERS TO NEMA STARTER SIZE

COMBINATION 2 SPEED MOTOR STARTER/DISCONNECT

MOTOR - WITH DISCONNECT (WHERE SHOWN IN PLANS)

MOTOR DESIGNATION SHOWN IN BOX

CONTROL PANEL FURNISHED BY OTHERS, PROVIDED AND INSTALLED

BY DIVISION 26, UNLESS NOTED OTHERWISE

PUSHBUTTON STATIONS. ONE, TWO, OR THREE AS INDICATED

EMERGENCY POWER OFF' BREAK GLASS STATION.

BUS DUCT, FEEDER OR PLUG-IN TYPE AS INDICATED

CABLE TRAY - WIDTH x HEIGHT AS INDICATED, OR KEY NOTED

UNDER FLOOR DUCT SYSTEM

JUNCTION BOX, ABOVE CEILING (NO FOOT) OR FLUSH WALL MOUNTED

(WITH FOOT)

T = JUNCTION BOX FOR VOICE/DATA

JUNCTION BOX WITH FLEXIBLE CONNECTION TO EQUIPMENT

INDICATED AND REQUIRED

LADDER STYLE CABLE TRAY, 4IN TALL FOR POWER, 2IN TALL FOR

DATA/SIGNAL U.O.N. WIDTH AS SHOWN ON DRAWINGS.

CONDUIT - SEE SPECIFICATIONS.

POWER DISTRIBUTION

30A/3P

30A/3P

30A/3P

TABS INDICATE FLUSH MOUNTED PANEL

INDICATES REQUIRED

CLEARANCE

VFD

JJJ

J

NOTE:

SYMBOLS SHOWN ARE FOR REFERENCE ONLY AND DO NOT CONSTITUTE A CHECK

LIST OF DEVICES REQUIRED BY THE CONTRACT

0.0"

18"

6'-0"

3'-10"

10'-0"

6'-8"

BATTERY LIGHTING UNITS AND REMOTE WALL MOUNTED LIGHT HEADS (OR

1'-0" BELOW FINISHED CEILING AT TOP OF UNIT)

WARNING AND SIGNALING FIXTURES/SIGNS (CENTERED 6IN. ABOVE

DOOR/WINDOW)

CLOCK RECEPTACLES

BOTTOM LENS FOR WALL MOUNTED FIRE ALARM STROBES SPEAKERS,

HORNS AND COMBINATION HORN/STROBES

TOP OF FLUSH AND SURFACE MOUNTED PANELBOARDS AND TELEPHONE

CABINETS. TOP OF HIGHEST DISCONNECT SWITCHES, MAGNETIC

STARTERS, CONTACTORS, ATS.

GENERATOR REMOTE ANNUNCIATOR

WALL MOUNTED LIGHTING SWITCHES, MANUAL MOTOR STARTERS, FIRE

ALARM PULL STATIONS, WALL MOUNTED TELEPHONES.

GARAGE RECEPTACLES

ELECTRICAL RECEPTACLES, VOICE/DATA OUTLETS, DATA OUTLETS, UNO

FINISHED FLOOR

7'-0"

5'-6"

24"

MOUNTING HEIGHT NOTES: MOUNTING HEIGHTS TO FINISHED FLOOR TO CENTER OF

OUTLETS, UNLESS OTHERWISE NOTED.

MOUNTING HEIGHT NOTES

GENERAL NOTES

1. ALL DEVICE MOUNTING HEIGHTS INDICATED ON THIS LEGEND ARE FROM FINISHED FLOOR

TO CENTER OF OUTLET BOX.

2. PROVIDE #10 WIRE (FOR PHASE, NEUTRAL AND GROUND) FOR ALL 20A 120V CIRCUITS

EXCEEDING 75 FEET AND FOR 20A 277V CIRCUITS THAT EXCEED 150 FEET. PROVIDE #8

WIRE (FOR PHASE, NEUTRAL AND GROUND) FOR ALL 20A 120V CIRCUITS EXCEEDING 150

FEET AND FOR ALL 20A 277V CIRCUITS EXCEEDING 250 FEET.

3. CONTRACTOR MAY COMBINE UP TO (3) 20A (SINGLE POLE) RECEPTACLE CIRCUITS WITHIN

A SINGLE CONDUIT. CONDUIT SHALL NOT BE LESS THAN 3/4". WIRING CONFIGURATIONS

SHALL BE AS FOLLOWS: (FOLLOW WIRE UPSIZING TO ACCOMMODATE VOLTAGE DROP DUE

TO LENGTH AS INDICATED IN NOTE #2.)

• FOR 3 CIRCUITS, 20A, HOMERUNS TO PANELS SHALL BE 3#12 PHASE CONDUCTORS, 3#

12 NEUTRAL CONDUCTORS AND 1#12 GROUND. (WHEN UPSIZING FOR VOLTAGE DROP

AS INDICATED IN NOTE #2 REQUIRES 3#8 PHASE CONDUCTORS, 3#8 NEUTRAL

CONDUCTORS AND 1#8 GROUND UTILIZE 1"C IN LIEU OF 3/4"C).

• FOR 2 CIRCUITS, 20A, HOMERUNS TO PANELS SHALL BE 2#12 PHASE CONDUCTORS, 2#

12 NEUTRAL CONDUCTORS, AND 1 #12 GROUND.

• 1 CIRCUIT, 20A, HOMERUNS TO PANEL SHALL BE 1#12 PHASE CONDUCTOR, 1#12

NEUTRAL CONDUCTOR AND 1#12 GROUND.

4. VERIFY LOCATION AND CONNECTION REQUIREMENTS FOR EQUIPMENT PROVIDED BY

OTHER TRADES PRIOR TO ROUGH-IN.

5. COORDINATE CEILING MOUNTED LIGHTS AND DEVICES WITH CEILING CONTRACTOR AND

INSTALL AS SHOWN ON THE REFLECTED CEILING/LIGHTING PLANS.

6. ALL FLOOR MOUNTED ELECTRICAL EQUIPMENT (SWITCHGEAR, SWITCHBOARDS, FREE

STANDING PANELBOARDS, DISTRIBUTION BOARDS, TRANSFORMERS, ETC.) SHALL BE

INSTALLED ON 4" HIGH CONCRETE PAD. CONCRETE PAD SHALL EXTEND PAST EDGE OF

EQUIPMENT 3" ON EACH SIDE U.N.O.

7. COORDINATE ALL DIMENSIONS, ELECTRICAL POINT OF CONNECTIONS, AND WIRING

REQUIREMENTS ON ALL PRE-PURCHASED EQUIPMENT WITH FINAL APPROVED SHOP

DRAWINGS.

8. FIRE SEAL ALL CONDUIT PENETRATIONS THROUGH FIRE RATED WALLS AND SLABS. FIRE

RATING SEAL SHALL BE EQUAL TO OR GREATER THAN THE FIRE RATING OF THE WALL OR

SLAB THROUGH WHICH THE CONDUIT PASSES.

9. COORDINATE THE LOCATION AND MOUNTING HEIGHTS OF OUTLETS AND MULTI-OUTLET

ASSEMBLIES WITH ARCHITECTURAL FLOOR PLANS AND ELEVATION DRAWINGS..

10. CONTRACTOR SHALL VERIFY ALL DOOR SWINGS BEFORE INSTALLING SWITCH/LIGHTING

CONTROL BOXES. DO NOT PLACE SWITCH OR LIGHTING CONTROL DEVICE BEHIND DOOR

SWING.

11. FOR MOUNTING HEIGHT OF UNDER-SHELF/CABINET LIGHTING FIXTURES REFER TO

ARCHITECTURAL DRAWINGS.

12. COORDINATE EXACT LOCATION OF SUSPENDED LIGHTING FIXTURES IN MECHANICAL AND

STORAGE AREAS WITH OTHER TRADES. DO NOT PLACE LIGHTING FIXTURE DIRECTION

ABOVE MECHANICAL EQUIPMENT OR DUCTS.

13. RACEWAYS, SLEEVES, AND BOXES FOR IT CABLING SHALL COMPLY WITH COMMERCIAL

BUILDING STANDARD FOR TELECOMMUNICATION PATHWAYS AND SPACES,

ANSI/TIA/EIA-569-A.

14. BOND FLAMMABLE LIQUID STORAGE CABINETS WITH #10 AWG WIRE TO THE NEAREST

STEEL COLUMN. INSTALL WIRE IN CONDUIT.

SITE EXTERIOR

SITE LIGHTING FIXTURE DESCRIPTIONS

POLE LUMINAIRE - ARM QUANTITY AS INDICATED ON PLANS

POLE MOUNTED POST TOP LUMINAIRE

GROUND MOUNTED LOW LEVEL LUMINAIRE - BOLLARD

IN-GRADE UP-LIGHT LUMINAIRE

DENOTES DIRECTION OF LIGHT DISTRIBUTION. PROVIDE DIRECTIONAL LIGHT

THROW (WALL WASH EFFECT) WHERE SHOWN.

GROUND MOUNTED FLOOD LUMINAIRE, TWIN OR SINGLE AS INDICATED ON PLANS

POLE MOUNTED FLOOD LUMINAIRE, TWIN OR SINGLE AS INDICATED ON PLANS

HHMH

UNDERGROUND CONDUIT AND WIRING

EXOTHERMIC COMPRESSION CONNECTION

GROUND ROD AND SYSTEM TEST WELL

GROUND ROD CONNECTION

ELECTRICAL MANHOLE OR HANDHOLE

MH=MANHOLE, HH=HANDHOLE

SITE POWER AND TELECOMMUNICATIONS

POWER ONE-LINE DIAGRAM

CIRCUIT BREAKER. AMP TRIP, FRAME AND OPTIONS AS INDICATED,

3P U.O.N.

FUSE, AMP RATING (AT) AS INDICATED. 3-POLES,

(1) FUSE PER POLE U.O.N.

DISCONNECT SWITCH. SIZE (AF) AS INDICATED. 3-POLE U.O.N.

FUSIBLE DISCONNECT SWITCH. AMP FUSE (AT) AND SWITCH RATING

(AF) AS INDICATED. 3-POLES WITH (1) FUSE PER POLE U.O.N.

AUTOMATIC TRANSFER SWITCH AMPACITY, VOLTAGE, NUMBER OF

POLES, WITHSTAND RATING AS INDICATED

LOW VOLTAGE DRAW-OUT CIRCUIT BREAKER. AMP TRIP (AT), AMP

FRAME (AF)AND OPTIONS AS INDICATED. 3-POLES U.O.N.

MEDIUM VOLTAGE DRAW-OUT CIRCUIT BREAKER. AMP TRIP, AMP

FRAME AND POLES AS INDICATED.

TRANSFORMER

PRIMARY (DELTA U.O.N) AND SECONDARY (WYE U.O.N)

VOLTAGES AS SHOWN

KVA RATING AS SHOWN

SEE TRANSFORMER SCHEDULE FOR ADDITIONAL REQUIREMENTS

480V/100A/ 4P/

25KA WCR

800AT/800AF

800AT/800AF/3P

XXX

3 LA'S

SELECTOR SWITCHES

AS - AMMETER PHASE

VS - VOLTMETER PHASE

WS - WATTMETER

DIGITAL METERING

CURRENT TRANSFORMER

POTENTIAL TRANSFORMER

KEY INTERLOCK - WITHDRAWN KEY

KEY INTERLOCK - CAPTIVE KEY

MOTOR, HP AS SHOWN

CONNECTION TO GROUND BARE #

4/0CU U.N.O

LIGHTNING

ARRESTERS

PANELBOARD/

DISTRIBUTION

BOARDS

METER WITH CURRENT TRANSFORMER

M - UTILITY OR OWNER METER

AM- A.C. AMMETER

VM- A.C. VOLTMETER

FM- FREQUENCY METER

WM- WATTMETER

SERVICE ENTRANCE SECTION OR OTHER LARGE

SWITCHBOARD OR DISTRIBUTION BOARD.

RATINGS, BREAKER QTY AND SIZE, NAMES ETC. AS

INDICATED ON PLANS

EXISTING SERVICE ENTRANCE SECTION OR OTHER

LARGE SWITCHBOARD/DISTRIBUTION BOARD. RATINGS,

BREAKER QTY AND SIZE, NAMES ETC. AS INDICATED ON

PLANS. ANY NEW WORK WITHIN EXISTING EQUIPMENT

WILL BE BOLD AND NOTATED AS NEW.

200AT/3P

200AF/3P

100AT/200AF

200AT

200AF

N.C. 100%

M

AS

DM

KEY DESIGNATION - PROVIDE ONE LESS KEY

THAN LOCKS (KIRK KEY OR EQUIVLIENT)

EQUIPMENT FEEDER TAG - REFER TO FEEDER

SCHEDULE FOR REQUIREMENTS

TRANSFORMER FEEDER TAG - REFER TO FEEDER SCHEDULE PHASE,

NUETRAL AND CONDUIT REQUIRMENTS. GROUND SHALL BE AS INDICATED

IN TAG.

175-4-CU

#4(CU)G

175-4-CU

A, AMP

AF

AFC

AFF

AIC

AM

AS

ASYM

AT

ATS

AWG

BOF

B.S.C

C

CAP

CATV

CB

CCTV

cd

CL

CU

(D)

DISC

DPST

(E)

EC

EWC

ELEC

EM

EPO

EMT

FLA

GRC

GEC

GEN

GFCI

GFI

GFP

GND, G

HOA

HP

IMC

IG

JB

KAIC

KVA

KW

KWH

LED

LTG

LV

MCA

MCB

- AMPERES

- AMP FUSE OR AMP FRAME

- AVAILABLE FAULT CURRENT

(SYMMETRICAL)

- ABOVE FINISHED FLOOR

- AMPERE INTERRUPTING

CAPACITY

- AMMETER

- AMP SWITCH

- ASYMMETRICAL

- AMP TRIP

- AUTOMATIC TRANSFER SWITCH

- AMERICAN WIRE GAUGE

- BOTTOM OF FIXTURE

- BARE STRANDED COPPER

CONDUCTOR

- CONDUIT

- CAPACITY OR CAPACITOR

- COMMUNITY ANTENNA TV

- CIRCUIT BREAKER

- CLOSED CIRCUIT TELEVISION

- CANDELA

- CURRENT LIMITING

- COPPER

- DEMOLISH

- DISCONNECT

- DOUBLE POLE SINGLE THROW

- EXISTING TO REMAIN

- ELECTRICAL CONTRACTOR

- ELECTRIC WATER COOLER

- ELECTRIC OR ELECTRICAL

- EMERGENCY

- EMERGENCY POWER OFF

- ELECTRICAL METAL TUBING

- FULL LOAD AMPERES

- GALVANIZED RIGID CONDUIT

- GROUNDING ELECTRODE

CONDUCTOR

- GENERATOR

- GROUND FAULT CIRCUIT

INTERRUPTER

- GROUND FAULT INDICATION

- GROUND FAULT PROTECTION

- GROUND

- HAND-OFF-AUTO

- HORSEPOWER

- INTERMEDIATE METAL

CONDUIT

- ISOLATED GROUND

- JUNCTION BOX

- THOUSAND AMPERE

INTERRUPTING CAPACITY

- KILOVOLT AMPERES

- KILOWATT

- KILOWATT HOUR

- LIGHT EMITTING DIODE

- LIGHTING

- LOW VOLTAGE

- MINIMUM CIRCUIT AMPS

- MAIN CIRCUIT BREAKER

ABBREVIATIONS

- MOTOR CONTROL CENTER

- MANHOLE

- MAIN LUGS ONLY

- NORMALLY CLOSED

- NATIONAL ELECTRICAL CODE

- NOT IN CONTRACT

- NOT IN SCOPE OF THIS

PROJECT

- NON FUSIBLE

- NIGHT LIGHT

- NORMALLY OPEN

- NOT TO SCALE

- OVER CURRENT

PROTECTION

- OVERLOADS

- POLE

- PULLBOX

- PHASE

- PANEL

- POINT OF CONNECTION

- POLYVINYL CHLORIDE

- POWER

- RECEPTACLE

- RIGID GALVANIZED STEEL

- SOLENOID

- SINGLE POLE DOUBLE

THROW

- SPEAKER

- SINGLE POLE SINGLE

THROW

- SWITCH

- SWITCHBOARD

- SYMMETRICAL

- TELEPHONE

- TELECOMMUNICATIONS

GROUNDING BUSBAR

- TELEPHONE MOUNTING

BOARD (PLY-WOOD)

- TELEPHONE TERMINAL

BACKBOARD

- TELEVISION

- TYPICAL

- UNDERGROUND

- UNLESS OTHERWISE NOTED

- VOLT

- VOLT AMPERES

- VOLTAGE DROP

- VOLT METER

- VOLT METER SWITCH

- WATTS OR WIRE

- WITH

- WITHOUT

- WEATHERPROOF

- TRANSFORMER

- EXPLOSION PROOF

MCC

MH

MLO

N.C.

NEC

NIC

NIS

NF

NL

N.O.

NTS

OCP

OL

P

PB

PH, Ø

PNL

POC

PVC

PWR

RCPT.

RGS

SOL

SPDT

SPKR

SPST

SW

SWBD

SYM

TEL

TGB

TMB

TTB

TV

TYP

UG

UNO/UNO

V

VA

VD

VM

VS

W

W/ W/O

WP

XFMR

XP

AIR TERMINAL P = PARAPET MOUNTED, S = SCREEN WALL MOUNTED

THRU ROOF DOWN CONDUCTOR TO GROUNDING SYSTEM

OUTSIDE UNDERGOUND GROUND RING - #4/0 BARE CU CONDUCTOR,

DIRECT BURRIED

INTERIOR GROUNDING CONNECTION - #4/0 INSULATED CU CONDUCTOR

U.O.N

MAIN CONDUCTOR SIZED PER NFPA 780

SECONDARY CONDUCTOR SIZED PER NFPA 780

INTERIOR GROUND ELECTRODE CONDUCTOR (DIAGRAMTIC) #4(CU)MIN OR

PER NEC 250.66 / 250.102

COPPER GROUND ROD 3/4"DIA. X 10'-0" LONG

GROUNDING TEST WELL WITH COPPER GROUND ROD 3/4"DIA. X 10'-0" LONG

EXOTHERMIC BONDING GROUNDING CONNECTION

P

LIGHTNING PROTECTION & GROUNDING

IN ADDITION TO ANY OTHER TESTING REQUIREMENTS, THIRD PARTY TESTING SHALL BE

REQUIRED FOR THE FOLLOWING:

GROUND FAULT PROTECTION

• SWITCHBOARDS, PANELBOARDS, MCC'S AND OTHER EQUIPMENT RATED 1000A OR MORE

OR OVER 600V

• INSULATION RESISTANCE TEST (PHASE TO PHASE, PHASE TO GROUND)

• DIELECTRIC VOLTAGE WITHSTAND TEST (PHASE TO PHASE, PHASE TO GROUND)

TRANSFORMERS RATED 100 KVA OR MORE SINGLE PHASE AND 300 KVA OR MORE THREE

PHASE

• INSULATION RESISTANCE TEST (WINDING-WINDING, WINDING-GROUND)

CONDUCTORS THAT SUPPLY EQUIPMENT RATED AT 1000 AMPERES OR MORE, OR OVER 600

VOLTS

• INSULATION RESISTANCE TEST (PHASE TO PHASE, PHASE TO GROUND)

• DC HIGH POTENTIAL TEST (PHASE TO PHASE, PHASE TO GROUND)

EMERGENCY AND STANDBY POWER SYSTEMS: SWITCHBOARDS PANELBOARDS, DISTRIBUTION

BOARDS, TRANSFER EQUIPMENT, POWER SOURCE, CONDUCTORS, FIRE PUMPS, EXHAUST

AND VENTILATION FANS.

• PHASE ROTATION TEST

• INSULATION RESISTANCE TEST ON FEEDER CONDUCTORS AND EQUIPMENT (PHASE TO

PHASE, PHASE TO GROUND)

• AUTOMATIC TRANSFER TEST

• OPERATION TEST SYSTEM UNDER LOAD CONDITIONS

TESTING AND SPECIAL INSPECTIONS

(R)(R)

NOTES:

THE FOLLOWING SYMBOLS ARE EXAMPLES INTENDED TO SHOW METHODOLOGY FOR

DEMOLITION. THIS APPROACH IS APPLICABLE TO ALL SYMBOLS INDICATED ON THIS SHEET.

NEW - SHOWN HERE FOR REFERENCE AS A COMPARISON AGAINST

EXISTING AND DEMO ITEMS

EXISTING ELECTRICAL ITEM TO BE REMOVED (BOLD AND DASHED)

EXISTING ELECTRICAL ITEM TO BE RELOCATED. HALFTONE

(R) INDICATES NEW LOCATION

EXISTING ELECTRICAL ITEM TO REMAIN. HALFTONE.

DEMOLITION AND REMODEL

ELECTRICAL SHEET LIST

Sheet Number Sheet Name

ELECTRICAL

E-001 SYMBOLS AND ABBREVIATIONS

ED-101 ELECTRICAL SITE PLAN DEMO - LAKE BALDWIN

ED-102 ELECTRICAL SITE PLAN DEMO - LAKEMONT

EP-101 ELECTRICAL SITE PLAN - LAKE BALDWIN

EP-103 ELECTRICAL SITE PLAN - LAKEMONT

EP-401 ELECTRICAL DETAILS

EP-402 GROUNDING DETAILS

EP-403 TYPICAL LABELING DETAILS

EP-601 ELECTRICAL ONE-LINE DIAGRAM DEMO - LAKE BALDWIN

EP-602 ELECTRICAL ONE-LINE DIAGRAM - LAKE BALDWIN

EP-603 ELECTRICAL ONE-LINE DIAGRAM - LAKEMONT

TOTAL:: 11

NFPA 101 - LIFE SAFETY CODE LATEST

INTERNATIONAL FIRE CODE 2018

FIRE AND LIFE SAFETY CODES EDITION

INTERNATIONAL BUILDING CODE (IBC) 2018

AMERICANS WITH DISABILITIES ACT (ADA) LATEST

OWNER SPECIFICATIONS AND STANDARDS VA TIL

LOCAL AND STATE CODES AND AMENDMENTS VA TIL

NATIONAL ELECTRICAL CODE (NFPA 70) 2023

GENERAL EDITION

ALL OF THE FOLLOWING ARE HEREBY MADE PART OF THESE SPECIFICATIONS. THEY SHALL

BE SATISFIED BY THE CONTRACTOR AT NO ADDITIONAL EXPENSE TO THE OWNER

CODES AND STANDARDS

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTS

LAKE BALDWIN VA

CLINIC

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

AESUS DESIGN GROUP

1050 E. Southern Ave., Suite D Temple, AZ, 85282 480-454-2861 David Combs

LAKE BALDWIN SITE

ELECTRICAL UPGRADES

MARCH 1, 2024 TS TS

5201 RAYMOND ST, ORLANDO, FL 32803

A u to d e s k D o c s

/A E

S U

S P ro je c ts

/L a k e

B a ld w in -I m p ro v e

E le c D is tr ib u ti o n -E le c -R

.r v t

/2

/2

:3

:1

A

M

E-001

SYMBOLS AND ABBREVIATIONS 675-23-801

SITE

Revisions: Date:

SIGNED: 02/27/24

C

C O

N C

C

LF

M E

TA

L

S

TA

IR

S

M E

TA

L

S

TA

IR

S

CC

W O O D

D E C K

W O O D

D E C K

W O O D

D E C K

WO

OD DE

C K

WO

OD ST

EP

S

W O O D

S

TE

P S

W O O D

D E C K

W O O D

D E C K

W O O D

R A M P

WOOD

DECK

W O O D

D E C K

W O O D

D E C K

W O O D

D E C K

(T Y P

W O O D

R A M P

W O O D

S

TE

P S

(T Y P

G A Z E B O

W O O D

R A M P

W O O D

D E C K

W O O D

D E C K

WOOD

DECK

WOOD

RAMP

8' CW UNDER WOOD

RAMP

C O V E R E D

W O O D

C O V E R E D

W O O D

W O O D

S

TE

P S

WOOD

RAMP

W O O D

D O C K

8' CW UNDER WOOD

RAMP

WOOD

RAMP

WOOD

DECK

W O O D

S

TE

P S

N89°59'50"W 70.57'

PLAT S

°0 '5

.4

P

LA

T

BRICK

BRICK

RETENTION AREA

RETENTION AREA

R E

T E

N T

IO

N

A R

E A

RETENTION AREA

RETENTION AREA

RETENTION AREA

R E

T E

N T

IO

N

A R

E A

R E

T E

N T

IO

N

A R

E A

R E

T E

N T

IO

N

A R

E A

R E

T E

N T

IO

N

A R

E A

RETENTION AREA

R E

T E

N T

IO

N

A R

E A

R E

T E

N T

IO

N

A R

E A

R E T E N

TI

O N

A R E A

R E T E N

TI

O N

A R E A

D

IR

T

R O A D

DI

RT RO

AD

DIRT

ROAD

D

IR

T

D

IR

T

D

IR

T

D

IR

T

D

IR

T

S A

T E

L L

IT

E

A N

T E

N N

A

M E

T A

L L

ID

T

1 STORY

MODULAR BUILDING

ADDRESS #508

37.7'

.8 ' 8.8'

.8

26.2'

.3

72.8'

.3

.3

72.8'

.3

26.2'

.8 '8.8'

.8

37.7'

1 STORY

MODULAR BUILDING

ADDRESS #507

MODULAR BUILDING

ADDRESS #505

60.3'

.4

' MODULAR BUILDING

#506

37.7'

.8 ' 8.8'

.8

26.2'

.3

72.8'

.3

S

TO

R Y

B

LO

C K

F R A M E

A D D R E S S

( C O U R T Y A R D

N O T

LO

C A T E D

52.1'

.7

147.1'

4.5'

14.8'

66.7'

.6

15.7'

.4 '82.3'

.7

52.1'

.6

84.8'

.8

28.1'

31.9'

42.8'

.3

33'

.6

6.9'

.4

15.3'

.8

15.3'

.9

59.6'

.8

97.2'

.2

.6

97.3'

.1

.5

20'x8'

1 STORY

WOOD TRAILER

C C

C C

CC

C P

C P

' C

W

' C

W

4' CW

C O

N C

D W

C P

5' CW

C C

5' CW

C P

C P

C O

N C

C O

N C

C

W

C P

C P

C O

N C

CC

C C

CC

C C

CW

CW C

C

C O

N C

6' CW

C O

N C

C P

C P

C O

V E

R E

D L

O A

D

IN

G D

O C

K

20.7'

COVD

C C

C C

C O

N C

C O

N C

C P

C P

C P

C P

ALIMINUM STEPS

A L

IM

IN

U M

R A

M P

C P

C P

C O

N C

C O

N C

C

W

CP

C O

N C

C C

C

W

C P

C P

C P

C C

C C

C C

C O

V E

R E

D C

W 6'

C W

C

W

COVERED CW

C O

V E

R E

D C

W

6' CW

CC

S T

E P

S T

E P

S T

E P

C C

C C

CONC

CW CW

C O

N C

C O

N C

A P

R O

N

C O

N C

A P

R O

N

C O

N C

A P

R O

N

5' CW

CW

CW

C W

G A

R V

E L

C P

C W

C W

6' CW

P la n te d M o u n d

C P

C P

C O

N C

9' C W

9' C W

C C

C

W

CW

C P

4' CW

4' CW

C O

N C

A P

R O

N

C O

N C

A P

R O

N

C O

N C

C O

V D

C C

C O

N C

C P

C O

N C

C U

R B

T

Y P

C O

N C

C U

R B

T

Y P

C O

N C

R

IP

R A

P

6' CW

6' CW

C

W

5' CW 5' CW

5' CW

5' CW

5' CW

6' C

W

C O

N C

C O

N C

C O

N C

F L

U M

E

C O

N C

F L

U M

E

C O

N C

F L

U M

E

C O

N C

F L

U M

E

C O

N C

C

W

C P

C O

N C

5' C

W

C

W

C O

N C

L

ID

CONC

5' CW

5' CW

C

W C

O N

C S

T E

P S

C O

N C

S T

E P

S

C O

N C

5' CW

C

W

' C

W

8' CW

8' CW 6' CW

5' CW

CONC

APRON

CONC

APRON

C O

N C

A P

R O

N

7' CW

CW

CW

C

W

C

W

C P

C P

6' CW

C P

C P

C P

C P

C P

C W

5' CW

CP

4' CW

C W

R A

M P

C O

V D

CW

C

P 5' CW

C O

N C

5' C

W

C

W

F O

U N

T A

IN

C O

V D

C W6 C

W

8' CW

C

W

C P

C C

5' C

W

4' CW

4' CW

C O

N C

C W

C O

N C

C O

N C

C P

C W

C W

C W

C P

C

W

C C

COVERED CW

COVERED CW

C W

5' CW

CW

C W

C P

CP

C O

N C

CONC

C C

G R

A V

E L

C O

N C

S T

E P

S

C P

C P

C O

N

C CONC

CC

RAMP

C P

CW

C W

'x

C

P

'x

C

P

'x

C

P

C P

R A

M P

R A

M P

C C

C O

N C

CW

C O

N C

C C

CC

CC

C C

C C

C C

C C

R A

M P

CC

C O

N C

D

IR

T

CW

C C

C

CCONC

G E

N E

R A

T O

R A

R E

A

R A

M P

R A

M P

C O

V E

R E

D R

A M

P

CW

L O

A D

IN

G

D O

C K

C O

N C

C C

S T

E P

S

COVERED RAMP

C O

N C

C C

COVERED CW

6' CW

R A

M P

C O

N C

C O

N C

C O

N C

R A

M P

C O

N C

M E

T A

L L

ID

C O

N C

C U

R B

T

Y P

C O

N C

C R

A W

L S

P A

C E

A C

C E

S S

C

W

8' CW METAL STAIRS

C W

STAIRS

S T

A

IR

S

CW

C O

N C

C C

CONC

CW

G A

R V

E L

C O

N C

S T

E P

S

RAMP

R A

M P

CW

4' CW

'x

' C

P

C O

N C

S T

E P

S R

A M

P

'x

C

P

C W

C W

2.5'

1.4'

32.1'

.1

.6

. 8

49.3'

C W

C W

STEPS

CC

C O

V E

R E

D C

W

CONC

C C

C C

C O

N C

CONC STEPS

C W

G A

R V

E L

C P

C O

N C

S T

E P

S

C W

CPC

C

CW

CONC

CW

C W

6' CW6' CW6' CW

G A S

P U M P

CBW

C O

N C

H E

A D

W A

L L

C O

N C

H E

A D

W A

L L

C O

N C

H E

A D

W A

L L

C O

N C

H E

A D

W A

L L

CONC

HEADWALL

C O

N C

H E

A D

W A

L L

CONC

HEADWALL

C O

N C

H E

A D

W A

L L

C O

N C

H E

A D

W A

L L

C O

N C

H E

A D

W A

L L

C O

N C

H E

A D

W A

L L

.4 'x .4 C O

LU

M N

(T Y P

.4 'x .4 C O

LU

M N

(T Y P

C O

N C

H E

A D

W A

L L

B R

IC

K

W A L L

BRICK

WALL

CBW

BRICK

WALL

B R

IC

K

W A L L

BRICK

WALL

BRICK

WALL

BRICK

WALL

D

IR

T D

IR

T

D

IR

T

1'E

.8 'S

C B W

C B W

C B W

C B W

.6 'S

.0 'S

CBW CBW

A B A N D O N E D

E

T

CLF

C

LF

C

LF

C

LF

C

LF

D

IE

S E L F U E L

S

TO

R A G E

C

LF

C

LF

C

LF

C L F

C

LF

C

LF

C

LF

C

LF

C

LF

C

LF

C

LF

M F

M F

C L F

C L F

C

LF

C L F

C

LF

C

LF

M F

1'W

0.5'W

M F

M F

0.7'W

0.4'W

1.5'W

C

LF

0.7'W

C

LF

.6

1.3'W

C L F

C L F

C

LF

C

LF

S89°59'23"W 333.86'

MEAS

S87°40'34"E 206.41'

MEAS

S °5 '3

. 2

M E A S

S °5 '4

. 0

M E A S

A S

P H

A L T

A S

P H

A L

T

A S

P H

A L

T

A S

P H

A L

TA

S

P H

A L

T

A S

P H

A L

T

A S

P H

A L

T

ASPHALT

A S

P H

A L

T

A S

P H

A L

T

A S

P H

A L

T

A S

P H

A L

TA

S

P H

A L

T

A S

P H

A L

T

ASPHALT

ASPHALT

A S

P H

A L

T

A S

P H

A L

T

ASPHALT

A S

P H

A L

T

A S

P H

A L

T

A S

P H

A L

T

A S

P H

A L

T

A S

P H

A L

T

ASPHALT

ASPHALT

ASPHALT

ASPHALT

ASPHALT

ASPHALT

ASPHALT

ASPHALT

ASPHALT

ASPHALT

ASPHALT

ASPHALT

ASPHALT

A S

P H

A L

T

A S

P H

A L

T

A S

P H

A L

T

A S

P H

A L

T

A S

P H

A L

T

ASPHALT

ASPHALT

ASPHALT

A S

P H

A L

T

A S

P H

A L

T

A S

P H

A L

T

A S

P H

A L

T

A S

P H

A L

T

A S

P H

A L

T

A S

P H

A L

T

A S P H A

LT

F L U M E

A S P H A

LT

F L U M E

A S

P H

A L

T

ASPHALT

ASPHALT

ASPHALT

.3

.7

.3

.1

.8

.3

.3

. 5

.7

R

ID

L E

Y A

V E

N U

E

RAYMOND STREET

RAYMOND STREET

R A

Y M

O N

D S

T R

E E

T

PALMETTO AVENUE

C O

M F

O R

T A

V E

N U

E

NASH STREET

NASH STREET

M E

R C

Y A

V E

N U

E

LAKE BALDWIN LANE

E B

E B

E B

E B

E B

E B

E B

U B

U B

U B

U B

U B

UB

UB

UB

U B

U B

UP

UP

UP

UP

UP

V

G M

G V

UP

UP

UP

UP

UP

UP

UP

UP

U P

V

UP

E B

EB

E B

E B

EB

E B

E B

E B

E B

E B

E B

E B

E B

E B

E B

E B

E B

U

PU

P

UP

F O

C

E B

GV

UP

E B

GV

UP

UP

UP

UP

UP

UP

T T

T

T

EB

T

E B

T V

EB

EB

SD

SD

EL

SD SD

A. PROVIDE AND INSTALL NEW WIRING DEVICES IN ALL LOCATIONS VACATED DURING

DEMOLITION WHETHER OR NOT LOCATIONS ARE EXPLICITLY INIDCATED ON THE

PLAN DRAWINGS. UTILIZE EXISTING BRANCH CIRCUITS COILED DURING THE

DEMOLITHION PHASE AND UTILIZE EXISTING BACK BACKBOXES WHERE FEASIBLE.

WHERE BACKBOXES ARE DAMAGED OR OTHERWISE UNUSABLE PROVIDE NEW

BACKBOXES AT EXISTING WIRING DEVICES LOCATIONS.

B. REFER TO SHEET EP-001 SYMBOLS, ABBREVIATIONS, AND ADDITIONAL

REQUIREMENTS INCLUDING, BUT NOT LIMITED TO, CODE REQUIREMENTS,

EQUIPMENT AND MATERIAL SPECIFICATIONS AND INSTALLATION REQUIREMENTS,

DEVICE MOUNTING HEIGHTS, EQUIPMENT IDENTIFICATION, ETC.

C. DRAWINGS AND SPECIFICATIONS ARE COMPLEMENTARY OF EACH OTHER. WHERE

DRAWINGS AND SPECIFICATIONS DIFFER, THE MORE STRINGENT OF THE TWO

REQUIREMENTS SHALL BE FOLLOWED.

D. ALL EQUIPMENT AND FIXTURES ARE NEW UNLESS NOTED OTHERWISE.

E. CONDUIT AND WIRE IS SHOWN DIAGRAMMATICALLY. ACTUAL ROUTING AND

REQUIRED NUMBER OF SUPPORTS SHALL BE DETERMINED BY THE CONTRACTOR.

F. UNLESS CONDUIT ROUTING CLEARLY INDICATES AS SUCH, DO NOT ROUTE

CONDUIT ON OR ABOVE ROOFTOPS WITHOUT CONSULTING ENGINEER TO

DETERMINE ANY POTENTIAL IMPACT TO RACEWAY OR CONDUCTOR SIZE DUE TO

ADDITIONAL AMBIENT DERATING FOR ROOFTOP INSTALLATION.

G. CONCEAL CONDUITS IN ALL FINISHED AREAS INCLUDING CONCEALMENT WITHIN

MASONRY WALLS WHEN PRESENT. (EXCEPTION: ELECTRICAL, MECHANICAL, AND

JANITOR ROOMS).

H. FLOOR AND FIRE WALL PENETRATIONS MUST BE SEALED WITH AN APPROVED

DESIGN TESTED FIRE STOPPING SYSTEM APPROPRIATE TO THE PENETRATED WALL

TYPE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S REQUIREMENTS.

I. PRIOR TO ROUGH-IN AND FINAL CONNECTION, VERIFY ELECTRICAL

CHARACTERISTICS AND EXACT LOCATION OF THE EQUIPMENT.

J. INSTALL ALL CONDUITS PARALLEL PERPENDICULAR AND UNIFORM TO BUILDING

ELEMENTS

K. NO MORE THAN 270 DEGREES OF CONDUIT BENDS ARE ALLOWED IN ANY CONDUIT

RUNS NO MORE THAN 180 DEGREE OF CONDUIT BENDS ARE ALLOWED IN ANY

INTERIOR CONDUIT RUNS.

L. IDENTIFY ALL CONDUIT RUNS WITH MARKER TAPE.

M. VERIFY ALL EQUIPMENT LOCATIONS AND DIMENSIONS IN THE FIELD PRIOR TO

INSTALLING RACEWAYS AND WIRING

N. ELECTRICAL WORK SHALL BE DONE IN CONFORMANCE WITH THE CONSTRUCTION

DOCUMENTS, ALL APPLICABLE CODES, ISSUED DRAWINGS AND SPECIFICATIONS.

GENERAL NOTES

(E)-GEN1

(E)-GEN2

(E)-GEN3

(E)-SWBD-EM

(E)-MV-MWS-NO.1

(E)-MV-XF-NO.1

(E)-MV-ATS-NO.1

(E)-MV-MWS-NO.1A

(E)-MV-XF-517

(E)-NORTH OUC

(D)-MV-XF-504

(E)-MV-2WS-NO.4

(E)-MV-2WS-NO.4

(D)-MV-ATS-NO.4

(E)-MV-MWS-NO.4

(E)-MV-XF-NO.3

(D)-MV-ATS-NO.2

(E)-MV-MWS.NO.2 (E)-MV-MWS-NO.3

(D)-MV-ATS-NO.3

(E)-MV-XF-NO.2

(E)-MV-XF-ADMIN-T2

(E)-SOUTH OUC

(E)-MV-XF-517

(E)-MV-XF-501

(E)-MV-XF-503

BLD 503

BLD 500

BLD 509

BLD…