Attachment Drawings.pdf

SOUTHERN NEVADA HEALTHCARE SYSTEM CAMPUS

LAS VEGAS VALLEY

CLARK COUNTY NEVADA

LAS VEGASSUMMERLIN

HENDERSON

NORTH LAS VEGAS

CHARLESTON

SAHARA

DESERT INN

FLAMINGO

TROPICANA

RUSSELL

SUNSET

WARM SPRINGS

WINDMILLBLUE DIAMOND RD.

CHEYENNE

CRAIG ROAD

ANN ROAD

LAS VEGAS BELTWAY

CENTENNIAL

LAKE MEAD BLVD.

LAS V

EGAS B

LVD.

D U

R A

N G

O

R A

IN

B

O W

N E

LL

IS

B

LV

D

H O

LL

Y

W O

O D

S T

E P

H A

N E

BOULDER HW

Y

P E

C O

S

E A

S T

E R

N

LA

S

V E

G A

S B

LV

D

M A

R Y

LA

N

D P

K W

Y

MCCARRAN

AIRPORT

Project Number

Building Number

Drawing Number

Dwg.

DrawnCheckedDate

Location

Project TitleDrawing Title

COR / Project Engineer

CONSULTANTS:

DateRevisions:

VA FORM 08-6231

o n e e ig h th in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e in c h o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t th re e in c h e s o n e fo o t

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9 of

Office of Construction and Facilities Management

Phase

ARCHITECT/ENGINEER OF RECORD:

U.S. Department of Veterans Affairs

STAMP:

STRUCTURAL AND ELECTRICAL ENGINEERS

CITRINE LLC

710 KIPLING STREET, SUITE 406

LAKEWOOD, COLORADO 80215

PH: 720-556-0887

POC: DAVID KEATING

FIRE PROTECTION ENGINEER

OLSSON, INC.

601 P STREET, SUITE 200

LINCOLN, NEBRASKA 68508

PH: 402-474-6311

POC: TODD HENRY

POC PH: 913-318-4766

517 7TH STREET

RAPID CITY, SD 57701

PH: (605) 342-9470

POC: NAME

FFD PROJECT NO:

23.2730.M01

DES IGN INC

ALEX NOBLES, COR

/2

/2

:2

:2

P

M

08/26/2025

COVER SHEET

G-000

VA SOUTHERN NEVADA

HEALTHCARE SYSTEM IMPROVE

CENTRAL UTILITY PLANT

KZJS

6900 NORTH PECOS ROAD

LAS VEGAS, NEVADA 89086

BERNIE BORJA, ALTERNATE COR

100% CONSTRUCTION

DOCUMENTS

593-22-350

VA SOUTHERN NEVADA HEALTHCARE SYSTEM

IMPROVE CENTRAL UTILITY PLANT

6900 NORTH PECOS ROAD

LAS VEGAS, NEVADA 89086

PROJECT NO. 593-22-350

U.S. DEPARTMENT OF VETERAN'S AFFAIRS

VETERAN'S HEALTH ADMINISTRATION

ARCHITECT

STRUCTURAL AND ELECTRICAL

ENGINEERS

FOURFRONT DESIGN INC.

517 7TH STREET

RAPID CITY, SOUTH DAKOTA 57701

PHONE (605) 342-9470

CITRINE LLC.

710 KIPLING STREET, SUITE 406

LAKEWOOD, COLORADO 80215

PHONE (720) 556-0887

MECHANICAL ENGINEER

FOURFRONT DESIGN INC.

1211 ECHELON PLACE

HELENA, MONTANA 59602

PHONE (406) 441-4000

PRINT NAME/ INFECTION CONTROL DATE

VA SIGNOFF/APPROVAL

AN AUTHORIZED SIGNATURE BELOW INDICATES THE DEPARTMENT OF VETERANS AFFAIRS APPROVAL.

FIRE PROTECTION ENGINEERS

OLSSON

601 P STREET, SUITE 200

LINCOLN, NEBRASKA 68508

PHONE (402) 474-6311

REVIEW

LOCATION MAP

REVIEW

REVIEW

REVIEW

REVIEW

DATE

DATE

DATE

DATE

SIGNATURE

SIGNATURE

SIGNATURE

SIGNATURE

SIGNATURE

PRINT NAME/ POLICE SERVICE

PRINT NAME/ OFFICE OF SAFETY AND

HEALTH ENVIRONMENT

PRINT NAME/ INFORMATION

TECHNOLOGY

PRINT NAME/ SERVICE MAINTENANCE

CHIEF

REVIEW DATESIGNATUREPRINT NAME/ ENGINEERING SERVICE

OPERATIONS CHIEF

REVIEW DATESIGNATUREPRINT NAME/ ENGINEERING SERVICE

ENERGY ENGINEER

REVIEW DATESIGNATUREPRINT NAME/ VA ASSOCIATE DIRECTOR

PROJECT NARRATIVE:

IN BUILDING #2, NEW CATWALKS AND WORK PLATFORMS WILL BE CONSTRUCTED WITH STRUCTURAL SUPPORT, PLATFORMS, STAIR STEPS, LADDERS, AND GUARDRAILS/ HANDRAILS TO MATCH THE EXISTING STRUCTURE. SPRINKLER PROTECTION WILL BE ADDED UNDER NEW WORKING PLATFORMS THAT EXCEED 48" IN WIDTH. REPLACE EXISTING WINDOWS OVER EXISTING OVERHEAD DOOR WITH MECHANICAL LOUVERS TIED TO THE EXISTING FIRE PROTECTION SYSTEM WITH NEW SMOKE DETECTORS.

REPLACEMENT OF MECHANICAL AND ELECTRICAL EQUIPMENT SPECIFICIED IN THE DRAWINGS AND DESIGN ANALYSIS ARE TO BE DONE IN THE BASEMENT, BOILER ROOM, COOLING TOWER YARD, AND CHILLER ROOM. CONTROLS FOR THESE SYSTEMS WILL BE AUTOMATED. THROUGHOUT THE FACILITY, LUTRON LIGHTING CONTROL WILL BE

UPDATED.

IN BUILDING #4, REPLACEMENT OF MECHANICAL AND ELECTRICAL EQUIPMENT SPECIFIED IN THE DRAWINGS AND SPECIFICATIONS ARE TO BE DONE IN THE BASEMENT MECHANICAL ROOM. CONTROLS FOR THIS EQUIPMENT WILL STAY MANUAL. LOCAL USER INTERFACE TO BE UPGRADED.

IN BUILDING #5, REPLACEMENT OF MECHANICAL AND ELECTRICAL EQUIPMENT SPECIFIED IN THE DRAWINGS AND SPECIFICATIONS ARE TO BE DONE IN THE BASEMENT MECHANICAL ROOM. CONTROLS FOR THIS EQUIPMENT ARE GOING TO UPGRADE TO BE REMOTELY CONTROLLED.

760101

VAN

VA

N

N O

R T

H P

E C

O S

R O

A D

SHELLEY BERKLEY WAY / DEER SPRINGS WAY

S H

E L L E

Y B

E R

K L E

Y R

O A

D N

O R

T H

W A

L N

U T

R O

A D

215 / BRUCE WOODBURY BELTWAY

PROJECT LOCATIONS

PROJECT LOCATIONS

CONTRACTOR STAGING AREA-

COORDINATE WITH COR

CONTRACTOR PARKING-

COORDINATE WITH COR

CONTRACTOR STAGING-

COORDINATE WITH COR

1. SHEET SIZE FOR PROPER SCALE IS 30X42. CONTRACTOR SHALL

NOT SCALE DRAWINGS BUT SHALL REQUEST THE DESIRED

DIMENSIONS FROM THE COR.

2. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO FIELD VISIT

THE PROJECT AND VERIFY EXISTING CONDITIONS/DIMENSIONS

AND PROPOSED CONDITIONS. COORDINATE DEMOLITION

BETWEEN ALL TRADES. NOTIFY COR IMMEDIATELY OF ANY

CONFLICTS OR DISCREPANCIES.

3. GRIDLINES ARE TYPICALLY LOCATED ON THE FACE OF

FOUNDATION OR CENTERLINE OF STRUCTURE.

4. SEE CODE PLAN FOR CODE INFORMATION.

5. EXISTING DOORS SHOW AT 45 DEGREE ANGLE FOR CLARITY.

6. EXISTING WALLS SHADED FOR CLARITY.

Project Number

Building Number

Drawing Number

Dwg.

DrawnCheckedDate

Location

Project TitleDrawing Title

COR / Project Engineer

CONSULTANTS:

DateRevisions:

VA FORM 08-6231

o n e e ig h th in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e in c h o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t th re e in c h e s o n e fo o t

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9 of

Office of Construction and Facilities Management

Phase

ARCHITECT/ENGINEER OF RECORD:

U.S. Department of Veterans Affairs

STAMP:

STRUCTURAL AND ELECTRICAL ENGINEERS

CITRINE LLC

710 KIPLING STREET, SUITE 406

LAKEWOOD, COLORADO 80215

PH: 720-556-0887

POC: DAVID KEATING

FIRE PROTECTION ENGINEER

OLSSON, INC.

601 P STREET, SUITE 200

LINCOLN, NEBRASKA 68508

PH: 402-474-6311

POC: TODD HENRY

POC PH: 913-318-4766

517 7TH STREET

RAPID CITY, SD 57701

PH: (605) 342-9470

POC: NAME

FFD PROJECT NO:

23.2730.M01

DES IGN INC

ALEX NOBLES, COR

/2

/2

:2

:2

P

M

08/26/2025

LOCATION MAP

G-001

VA SOUTHERN NEVADA

HEALTHCARE SYSTEM IMPROVE

CENTRAL UTILITY PLANT

KZJS

6900 NORTH PECOS ROAD

LAS VEGAS, NEVADA 89086

BERNIE BORJA, ALTERNATE COR

100% CONSTRUCTION

DOCUMENTS

593-22-350

SITE MAP

GENERAL NOTES:

STAGING LEGEND:

CONTRACTOR STAGING AREA

757602

# POUND OR NUMBER

& AND

@ AT

AB ANCHOR BOLT

ACI AMERICAN CONCRETE INSTITUTE

ACT ACOUSTIC CEILING TILE

AD AREA DRAIN

AFF ABOVE FINISH FLOOR

AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION

AISI AMERICAN IRON AND STEEL INSTITUTE

AL ALUMINUM

ALUM ALUMINUM

ANOD ANODIZED

ASD ALTERNATE STRESS DESIGN

ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS

AWS AMERICAN WELDING SOCIETY

BD BOARD

BLK BLOCK

BM BEAM

B.O. BOTTOM OF

BOT BOTTOM

BRG BEARING

BRKT BRACKET

BSMT BASEMENT

BLDG BUILDING

BYND BEYOND

CAB CABINET

CER CERAMIC

CIP CAST-IN-PLACE

CJ CONTROL JOINT

CLG CEILING

CLR CLEAR

CMU CONCRETE MASONRY UNIT

COL COLUMN

COMPR COMPRESSIBLE

CONC CONCRETE

CONST JT CONSTRUCTION JOINT

CONT CONTINUOUS

CPT CARPET

CRSI CONCRETE REINFORCING STEEL INSTITUTE

CT CERAMIC TILE

DBL DOUBLE

DEMO DEMOLISH OR DEMOLITION

DET DETAIL

DIA DIAMETER

DIM DIMENSION

DIR DIRECTION

DN DOWN

DR DOOR

DWG DRAWING

EA EACH

EE EACH END

EF EACH FACE

EJ EXPANSION JOINT

EL ELEVATION

ELEC ELECTRICAL

ELEV ELEVATOR OR ELEVATION

EPDM ETHYLENE PROPYLENE DIENE M-CLASS (ROOFING)

EQ EQUAL

ES EACH SIDE

EXIST EXISTING

EXP BOLT EXPANSION BOLT

EXP JT EXPANSION JOINT

EXT EXTERIOR

F FULL FLUSH PANEL

FD FLOOR DRAIN OR FIRE DEPARTMENT

FEC FIRE EXTINGUISHER CABINET

FG FULL GLASS

FIN FINISH

FIXT FIXTURE

FLR FLOOR

FM FILLED METAL

FND FOUNDATION

F.O. FACE OF

FT FOOT OR FEET

FTG FOOTING

GA GAUGE

GALV GALVANIZED

GB GRADE BEAM

GP GUSSET PLATE

GR GRADE

GYP GYPSUM

GWB GYPSUM WALL BOARD

HC HOLLOW CORE

HDR HEADER

HEF HORIZONTAL EACH FACE

HI HIGH

HIF HORIZONTAL INSIDE FACE

HM HOLLOW METAL

HOF HORIZONTAL OUTSIDE FACE

HOR HORIZONTAL

HP HIGH POINT

HR HOUR

HS HIGH STRENGTH

HT HEIGHT

HVAC HEATING, VENTILATING, AND AIR

CONDITIONING

ICBO INTERNATIONAL CONFERENCE OF BUILDING

OFFICIALS

ID INSIDE DIAMETER

IG INSULATED GLAZING

ILO IN LIEU OF

IN INCH

INCL INCLUDE

INSUL INSULATED OR INSULATION

INT INTERIOR

INV INVERT

IRGWB IMPACT RESISTANT GYPSUM WALL BOARD

JST JOIST

JT JOINT

K KIP (1000 POUNDS)

LLV LONG LEG VERTICAL

LP LOW POINT

LVL LEVEL

LW LIGHT WEIGHT

LWC LIGHT WEIGHT CONCRETE

MAS MASONRY

MAX MAXIMUM

MCB METAL CORNER BEAD

MECH MECHANICAL

MEMBR MEMBRANE

MEZZ MEZZANINE

MFR MANUFACTURED

MIN MINIMUM

MO MASONRY OPENING

MRGWB MOISTURE-RESISTANT GYPSUM WALL BOARD

MTL METAL

NF NEAR FACE

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NTS NOT TO SCALE

NV NARROW VISION

NWC NORMAL WEIGHT CONCRETE

OC ON CENTER

OD OUTSIDE DIAMETER

OH OPPOSITE HAND

OPNG OPENING

OZ OUNCE

PRB PROFILE RESILIENT BASE

PC PILE CAP

PCC PRE-CAST CONCRETE

PL PLATE

P.LAM PLASTIC LAMINATE

PLUMB PLUMBING

PLY PLYWOOD

PORC PORCELAIN

PNL PANEL

P PAINT OR PAINTED

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PRT PRESSURE TREATED

PT POINT

PR PAIR

PROP PROPERTY

PVC POLYVINYL CHLORIDE

ABBREVIATIONS

R RADIUS

RBR RUBBER

RCP REFLECTED CEILING PLAN

RD ROOF DRAIN

RE RIGHT END

REINF REINFORCED

REF REFERENCE

REQD REQUIRED

RET RETURN

RETG RETAINING

RM ROOM

R.O. ROUGH OPENING

ROW RIGHT OF WAY

SC SOLID CORE

SDI STEEL DECK INSTITUTE

SECT SECTION

SF STEP FOOTING OR SQUARE FOOT

SHT SHEET

SIM SIMILAR

SL SPLICE LENGTH

SLV SHORT LEG VERTICAL

SOG SLAB ON GRADE

SPEC SPECIFIED OR SPECIFICATION

SPK SPRINKLER OR SPEAKER

SQ SQUARE

SSTL STAINLESS STEEL

ST SHEET TILE

STC SOUND TRANSMISSION CLASS

STD STANDARD

STIFF STIFFENER

STL STEEL

STR STAIR

STRUCT STRUCTURE OR STRUCTURAL

SUP SUPPORT

SV SHEET VINYL

SYM SYMMETRICAL

T&B TOP AND BOTTOM

T&G TONGUE AND GROOVE

TBD TO BE DETERMINED

T/D TELEPHONE/DATA

TEL TELEPHONE

TEMP TEMPERATURE

THK THICK OR THICKNESS

THRD THREADED

TIG TEMPERED INSULATED GLASS

TLT TOILET

T.O. TOP OF

T.O.C TOP OF CONCRETE

T.O.F TOP OF FRAMING

T.O.S TOP OF STEEL/STUD

T.O.W TOP OF WALL

TPD TOILET PAPER DISPENSER

TYP TYPICAL

U/S UNDERSIDE

UNO UNLESS NOTED OTHERWISE

US UNDERSIDE

VB VAPOR BARRIER

VCT VINYL COMPOSITE TILE

VEF VERTICAL EACH FACE

VERT VERTICAL

VIF VERIFY IN FIELD

VOF VERTICAL OUTSIDE FACE

VTR VENT THROUGH ROOF

VWC VINYL WALL COVERING

W/ WITH

WD WOOD

WDW WINDOW

WP WORKING POINT

WRB WEATHER RESISTANT BARRIER

STEEL/METAL

WOOD (ROUGH) BLOCKING OR SHIM

BRICK

GRAVEL

EARTH/ENGINEERED FILL

CONCRETE MASONRY

PLAN AND SECTION

WOOD (ROUGH)

ACOUSTIC CEILING TILE

GYPSUM BOARD

CEILING

CONCRETE

ELEVATION

CENTER LINE

LINE SYMBOLS

GRID LINE

PROPERTY LINE

CUT LINE

BATT INSULATION

WOOD SUBSTRATE

RIGID INSULATION

MATERIAL LEGEND

WM - WALK OFF MAT

EF - EPOXY FLOORING (TROWELED)

FLOORING

BID ALTERNATE

CPT - CARPET

CONC - CONCRETE

PT - PORCELAIN TILE

FIBER CEMENT PANEL SIDING

CORRUGATED METAL PANEL

STANDING SEAM METAL ROOF/

SIDING PANEL

1. THESE LEGENDS ARE COMPOSED OF STANDARD SYMBOLS AND ARE PERTINENT TO THE

CONDITIONS ON THIS SET OF DRAWINGS TO THE EXTENT APPLICABLE.

2. ADDITIONAL LEGENDS AND/OR OTHER LEGENDS MAY APPEAR IN THIS SET OF DRAWINGS TO

INDICATE SPECIFIC CONDITIONS IN LIEU OF SYMBOLS SHOWN ON THIS SHEET.

LEGEND NOTES:

V.A. SYMBOLS

FIRE RESISTIVE RATED LINE, 1 HOUR

FIRE RESISTIVE RATED LINE, 2 HOUR

FIRE RESISTIVE RATED LINE, 3 HOUR

FIRE RESISTIVE RATED LINE, 4 HOUR

FIRE-RATED, SMOKE BARRIER LINE, 1 HOUR

FIRE-RATED, SMOKE BARRIER LINE, 2 HOUR

FIRE-RATED, SMOKE BARRIER LINE, 3 HOUR

FIRE-RATED, SMOKE BARRIER LINE, 4 HOUR

V V ITEM - VA SUPPLIED AND INSTALLED

VC ITEM - VA SUPPLIED AND CONTRACTOR INSTALLED

CC ITEM - CONTRACTOR SUPPLIED AND INSTALLED

A

COLUMN GRID

DIMENSION LINE

C

L CENTER LINE

1. SHEET SIZE FOR PROPER SCALE IS 30X42. CONTRACTOR SHALL

NOT SCALE DRAWINGS BUT SHALL REQUEST THE DESIRED

DIMENSIONS FROM THE COR.

2. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO FIELD VISIT

THE PROJECT AND VERIFY EXISTING CONDITIONS/DIMENSIONS

AND PROPOSED CONDITIONS. COORDINATE DEMOLITION

BETWEEN ALL TRADES. NOTIFY COR IMMEDIATELY OF ANY

CONFLICTS OR DISCREPANCIES.

3. GRIDLINES ARE TYPICALLY LOCATED ON THE FACE OF

FOUNDATION OR CENTERLINE OF STRUCTURE.

4. SEE CODE PLAN FOR CODE INFORMATION.

5. EXISTING DOORS SHOW AT 45 DEGREE ANGLE FOR CLARITY.

6. EXISTING WALLS SHADED FOR CLARITY.

Project Number

Building Number

Drawing Number

Dwg.

DrawnCheckedDate

Location

Project TitleDrawing Title

COR / Project Engineer

CONSULTANTS:

DateRevisions:

VA FORM 08-6231

o n e e ig h th in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e in c h o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t th re e in c h e s o n e fo o t

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9 of

Office of Construction and Facilities Management

Phase

ARCHITECT/ENGINEER OF RECORD:

U.S. Department of Veterans Affairs

STAMP:

STRUCTURAL AND ELECTRICAL ENGINEERS

CITRINE LLC

710 KIPLING STREET, SUITE 406

LAKEWOOD, COLORADO 80215

PH: 720-556-0887

POC: DAVID KEATING

FIRE PROTECTION ENGINEER

OLSSON, INC.

601 P STREET, SUITE 200

LINCOLN, NEBRASKA 68508

PH: 402-474-6311

POC: TODD HENRY

POC PH: 913-318-4766

517 7TH STREET

RAPID CITY, SD 57701

PH: (605) 342-9470

POC: NAME

FFD PROJECT NO:

23.2730.M01

DES IGN INC

ALEX NOBLES, COR

/2

/2

:2

:2

P

M

08/26/2025

SHEET INDEX, ABBREVIATIONS,

SYMBOLS, AND LEGENDS

G-002

VA SOUTHERN NEVADA

HEALTHCARE SYSTEM IMPROVE

CENTRAL UTILITY PLANT

KZJS

6900 NORTH PECOS ROAD

LAS VEGAS, NEVADA 89086

BERNIE BORJA, ALTERNATE COR

100% CONSTRUCTION

DOCUMENTS

593-22-350

SHEET INDEX

GENERAL

G-000 COVER SHEET

G-001 LOCATION MAP

G-002 SHEET INDEX, ABBREVIATIONS, SYMBOLS, AND LEGENDS

G-100 LIFE SAFETY PLAN

G-101 PHASING PLANS

ARCHITECTURE

AD100 BUILDING 2 LEVEL 2 DEMOLITION PLAN

A-101 BUILDING 2 OVERALL LEVEL 1 FLOOR PLAN

A-102 BUILDING 2 OVERALL LEVEL 2 FLOOR PLAN

A-111 BUILDING 2 ENLARGED CATWALK PLAN BOILER

A-112 BUILDING 2 ENLARGED CATWALK PLAN CHILLER

A-200 BUILDING 2 EXTERIOR ELEVATIONS

A-300 BUILDING 2 SECTIONS

A-400 SECTIONS, ELEVATIONS AND DETAILS

A-401 LOUVER SECTIONS, ELEVATIONS AND DETAILS

A-600 BUILDING 2 DOOR SCHEDULE, ELEVATIONS AND DETAILS

STRUCTURAL

S-100 STRUCTURAL GENERAL

S-110 CHILLER ROOM ROOF PLAN

S-115 CHILLER ROOM CATWALK STEEL FRAMING PLAN

S-120 CHILLER ROOM SECTION VIEWS

S-130 BOILER ROOM ROOF PLAN

S-135 BOILER ROOM CATWALK STEEL FRAMING PLAN

S-140 BOILER ROOM SECTION VIEWS

S-150 STRUCTURAL DETAILS

S-151 STRUCTURAL DETAILS

S-152 STRUCTURAL DETAILS

S-153 STRUCTURAL DETAILS

S-154 STRUCTURAL DETAILS

S-155 FIXED INDUSTRIAL STEEL STAIR DETAILS

S-156 FIXED LADDERS AND CAGES DETAILS

MECHANICAL

M-000 MECHANICAL COVER SHEET

M-001 MECHANICAL SITE PLAN

M-002 MECHANICAL SCHEDULES AND DETAILS

MD102 BUILDING #2 LEVEL 1 MECHANICAL DEMOLITION PLAN

MD103 BUILDING #2 CHILLER ROOM MEZZANINE LEVEL MECHANICAL DEMOLITION PLAN

M-100 BUILDING #5 BASEMENT MECHANICAL REMODEL PLAN

M-101 BUILDING #2 BASEMENT & BLDG #4 LEVEL 1 MECHANICAL REMODEL PLAN

M-102 BUILDING #2 LEVEL 1 NEW MECHANICAL PLANS

M-103 BUILDING #2 CHILLER ROOM MEZZANINE LEVEL NEW MECHANICAL PLAN

M-200 BUILDINGS #2, #4, & #5 MECHANICAL CONTROL PLANS

ELECTRICAL

E-000 ABBREVIATIONS, SYMBOLS, AND GENERAL NOTES

ED100 BUILDING 2 FLOOR 1- ELECTRICAL LAYOUT DEMOLITION

ED101 BUILDING 2 BASEMENT- ELECTRICAL LAYOUT DEMOLITION

ED102 BUILDING 5 BASEMENT- ELECTRICAL LAYOUT DEMOLITION

ED400 BUILDING 2 FLOOR 1- ENLARGED GROUNDING LAYOUT DEMOLITION

ED500 COOLING TOWER/ CHILLER PUMP VFD CONTROL PANEL- DEMOLITION

ED501 HAYS CLEVELAND ANNUNCIATOR LAYOUT-DEMOLITION

ED502 JOHNSON CONTROLS PANEL (DDC-B4-FUEL OIL PANEL) - DEMO

ED503 VEEDER ROOT TLS-350 CONTROL PANEL- DEMOLITION

ED504 LIGHTING CONTROL BASIS OF DESIGN- DEMOLITION

ED505 LIGHTING CONTROL BASIS OF DESIGN- DEMOLITION

ED506 LIGHTING CONTROL BASIS OF DESIGN- DEMOLITION

E-100 BUILDING 2 FLOOR 1 - ELECTRICAL LAYOUT

E-101 BUILDING 2 FLOOR 2 - ELECTRICAL LAYOUT

E-102 BUILDING 2 BASEMENT - ELECTRICAL LAYOUT

E-103 BUILDING 4 FLOOR 1 - ELECTRICAL LAYOUT

E-104 BUILDING 5 BASEMENT- ELECTRICAL LAYOUT

E-400 BUILDING 2 FLOOR 1- ENLARGED ELECTRICAL LAYOUT

E-401 BUILDING 2 FLOOR 1- ENLARGED GROUNDING LAYOUT

E-402 CUP FUEL-OIL SYSTEM CONTROL RACEWAY ROUTING

E-500 COOLING TOWER/ CHILLER PUMP VFD CONTROL PANEL

E-501 VENTILATION DAMPER LAYOUT AND WIRING

E-502 WATER SOFTENER SKID LAYOUT AND WIRING

E-503 FUEL SYSTEM ONE-LINE

E-504 TANK LEVEL CONFIGURATION WIRING DIAGRAM

E-505 HAYS CLEVELAND ANNUNCIATOR LAYOUT

E-506 JOHNSON CONTROLS PANEL (DDC-B4-FUEL OIL PANEL)

E-507 VEEDER ROOT TLS-350 CONTROL PANEL

E-508 BOOSTER PUMP SKID WIRING

E-509 LIGHTING CONTROL BASIS OF DESIGN

E-510 LIGHTING CONTROL BASIS OF DESIGN

E-511 LIGHTING CONTROL BASIS OF DESIGN

E-600 ELECTRICAL PANEL SCHEDULES

FIRE PROTECTION

FA101 FIRE ALARM PLAN

FA601 FIRE ALARM INPUT- OUTPUT MATRIX

FP101 FIRE PROTECTION PLAN- PLATFORMS

FP102 FIRE PROTECTION PLAN- LEVEL 2

GENERAL NOTES:

UP

1. SHEET SIZE FOR PROPER SCALE IS 30X42. CONTRACTOR SHALL

NOT SCALE DRAWINGS BUT SHALL REQUEST THE DESIRED

DIMENSIONS FROM THE COR.

2. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO FIELD VISIT

THE PROJECT AND VERIFY EXISTING CONDITIONS/DIMENSIONS

AND PROPOSED CONDITIONS. COORDINATE DEMOLITION

BETWEEN ALL TRADES. NOTIFY COR IMMEDIATELY OF ANY

CONFLICTS OR DISCREPANCIES.

3. GRIDLINES ARE TYPICALLY LOCATED ON THE FACE OF

FOUNDATION OR CENTERLINE OF STRUCTURE.

4. SEE CODE PLAN FOR CODE INFORMATION.

5. EXISTING DOORS SHOW AT 45 DEGREE ANGLE FOR CLARITY.

6. EXISTING WALLS SHADED FOR CLARITY.

OCC: #

ROOM NAME

PATH OF TRAVEL (FEET)

EGRESS ROUTE

(# OF OCCUPANTS)

1-HR FIRE RATED WALL

2-HR FIRE RATED WALL

EXIT OCCUPANCY LOAD

REQUIRED EGRESS WIDTH

(INCHES)

ACTUAL EGRESS WIDTH

(INCHES)

DIRECTION

OF TRAVEL

ROOM NUMBER

OCCUPANT LOAD

CODE PLAN LEGEND:

ROOM NAME

EXIT DISCHARGE

COOLING TOWER

YARD

2-E100

BOILER ROOM

2-110

CHILLER ROOM

2-111

WOMEN

2-103

MEN

2-104

VESTIBULE

2-101

LOBBY

2-102

WORK AREA

2-109

STAIR #1

2-001

JANITOR

2-105

BATTERY ROOM

2-106

WORK ROOM

2-107

MEDICAL AIR AND

VACUUM

2-108

ELECTRICAL

ROOM

2-112

ELECTRICAL

ROOM

2-113

NEW CHILLER

ROOM

2-112

OCC: 57

OCC: 80

OCC: 16

OCC: 2 OCC: 2

OCC: 6OCC: 1 OCC: 11

OCC: 7OCC: 4

OCC: 1

OFFICE

2-202

OFFICE

2-203

TELE

2-204

BREAK

2-205

TOILET

2-206

OFFICE

2-201

OPEN OFFICE

2-209

DATA

2-208

OPERATIONS

2-207

BOILER ROOM

2-110

CHILLER ROOM

2-111

ELECTRICAL

ROOM

2-112

NEW CHILLER

ROOM

2-112

COOLING TOWER

YARD

2-E100

Project Number

Building Number

Drawing Number

Dwg.

DrawnCheckedDate

Location

Project TitleDrawing Title

COR / Project Engineer

CONSULTANTS:

DateRevisions:

VA FORM 08-6231

o n e e ig h th in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e in c h o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t th re e in c h e s o n e fo o t

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9 of

Office of Construction and Facilities Management

Phase

ARCHITECT/ENGINEER OF RECORD:

U.S. Department of Veterans Affairs

STAMP:

STRUCTURAL AND ELECTRICAL ENGINEERS

CITRINE LLC

710 KIPLING STREET, SUITE 406

LAKEWOOD, COLORADO 80215

PH: 720-556-0887

POC: DAVID KEATING

FIRE PROTECTION ENGINEER

OLSSON, INC.

601 P STREET, SUITE 200

LINCOLN, NEBRASKA 68508

PH: 402-474-6311

POC: TODD HENRY

POC PH: 913-318-4766

517 7TH STREET

RAPID CITY, SD 57701

PH: (605) 342-9470

POC: NAME

FFD PROJECT NO:

23.2730.M01

DES IGN INC

BUILDING 5

BUILDING 2

BUILDING 3

BUILDING 4

KEY PLAN

ALEX NOBLES, COR

/2

/2

:2

:3

P

M

08/26/2025

LIFE SAFETY PLAN

G-100

VA SOUTHERN NEVADA

HEALTHCARE SYSTEM IMPROVE

CENTRAL UTILITY PLANT

CKJS

6900 NORTH PECOS ROAD

LAS VEGAS, NEVADA 89086

BERNIE BORJA, ALTERNATE COR

100% CONSTRUCTION

DOCUMENTS

593-22-350

GENERAL NOTES:

1/16" = 1'-0"1

LIFE SAFETY PLAN - LEVEL 1

1/16" = 1'-0"2

LIFE SAFETY PLAN - LEVEL 2

BUILDING CODE SUMMARY

2024 INTERNATIONAL BUILDING CODE

2024 N.F.P.A. 101 LIFE SAFETY CODE

PROJECT NAME: VA SOUTHERN NEVADA HEALTHCARE SYSTEM IMPROVE CENTRAL

UTILITY PLANT, LAS VEGAS, NV

A/E PROJECT NO.: 593-22-350

PREPARED BY: JOEL SIMONYAK, AIA

DATE: 04.17.2025

PROJECT

BUILDING #2 CENTRAL PLANT

APN / ZONING

123-19-000-001

JURISDICTION

A. DEPARTMENT OF VETERANS AFFAIRS

B. OFF-SITE IMPROVEMENTS - DEPT OF VETERANS AFFAIRS AND CITY

OF NORTH LAS VEGAS, CLARK COUNTY

1. APPLICABLE CODES/ STANDARDS

A. VA DIRECTIVES, DESIGN MANUALS, MASTER SPECIFICATIONS, VA NATIONAL CAD

STANDARD APPLICATION GUIDE, AND OTHER GUIDANCE ON THE TECHNICAL

INFORMATION LIBRARY (TIL)

B. NFPA 101 - 2024 LIFE SAFETY CODE

C. INTERNATIONAL BUILDING CODE (IBC) - 2024 EDITION

D. UNIFORM PLUMBING CODE (UPC) - 2021 EDITION

E. UNIFORM MECHANICAL CODE (UMC) - 2021 EDITION

F. NATIONAL ELECTRICAL CODE (NEC) - 2023 EDITION

2. OCCUPANCY CLASSIFICATION:

A. NFPA 101 - 2024 - LIFE SAFETY CODE - GENERAL INDUSTRIAL

OCCUPANCY (CHAPTER 40)

B. INTERNATIONAL BUILDING CODE (IBC) 2024 - F-1 OCCUPANCY

3. TYPE OF CONSTRUCTION:

A. NFPA 101 - 2024 - LIFE SAFETY CODE - TYPE II (000)

B. INTERNATIONAL BUILDING CODE (IBC) 2024 EDITION TYPE II B

-NON COMBUSTABLE, NON- RATED

4. ALLOWABLE STORIES/ HEIGHT:

A. INTERNATIONAL BUILDING CODE (IBC) 2024 - TABLE 504.3

TOTAL BUILDING HEIGHT 36' (FROM ASSUMED ELEVATION OF 0'-0")

TOTAL BUILDING HEIGHT HEIGHT LIMITED BY CODE TO 75'-0"

B. INTERNATIONAL BUILDING CODE (IBC) 2024 - TABLE 504.4

ALLOWABLE STORIES 2

ACTUAL STORIES 1 STORY WITH MEZZANINE

5. OCCUPANCY SEPERATIONS:

A. FIRE SEPERATION ASSEMBLIES ARE NOT REQUIRED BETWEEN USES PER SECTION

302.3.1.2

B. BUILDING IS FULLY SPRINKLED- THE FIRE SEPERATION FOR

INCIDENTAL USES TABLE 302.1.1 WILL BE BASED ON THE SPACE

BEING PROVIDED WITH AN AUTOMATIC FIRE-EXTINGUISHING SYSTEM

6. TYPE OF CONSTRUCTION- FIRE-RESISTIVE REQUIREMENTS (NFPA 220

TABLE 4.1.1):

A. EXTERIOR WALLS- BEARING = 0 HOURS

B. INTERIOR WALLS- BEARING = 0 HOURS

C. EXTERIOR WALLS- NON-BEARING = 0 HOURS

D. INTERIOR WALLS- NON-BEARING = 0 HOURS

E. STRUCTURAL FRAME = 0 HOURS

F. FLOORS/ FLOOR CEILINGS = 0 HOURS

G. ROOF/ ROOF CEILINGS = 0 HOURS

7. FIRE PROTECTION REQUIREMENTS:

A. ALL BUILDINGS ARE CURRENTLY FULLY SPRINKLED

8. SOUND RATINGS- DEPARTMENT OF VETERANS AFFAIRS- VA

GUIDLEINES- STANDARD T18:

A. SPECIAL USES/ ROOM ENCLOSURE

1. EMERGENCY ELECTRICAL EQUIPMENT ROOM = 2 HOURS

2. BATTERY ROOM- BLDG #2 = 1 HOUR

3. MAIN ELECTRICAL ROOM- BLDG #2 = 2 HOURS

4. FIRE PUMP ROOM- BLDG #2 BSMT. = 2 HOURS

9. MAXIMUM AREA OF EXTERIOR WALL OPENINGS

A. NORTH, EAST, & WEST WALLS- ALL OVER 30' FROM CENTERLINE OF

ROAD PROPERTY LINE- THERE ARE NO LIMITS TO THE AMOUNT OF

OPENINGS

B. VERTICAL SEPARATION OF OPENINGS- NO VERTICAL SEPARATION OF OPENINGS IS

REQUIRED (SECTION 704.9.2)

10. VERTICAL EXIT ENCLOSURES

A. STAIR ENCLOSURES & SHAFT ENCLOSURES = 1 HOUR

NO SMOKE CONTROL REQUIRED

11. SIGNAGE

A. ALL SIGNAGE SHALL COMPLY WITH VA STANDARDS AND MANUALS.

PROJECT SPECIFIC NOTES:

SECTION 505: MEZZANINE AND EQUIPMENT PLATFORMS:

505.3: EQUIPMENT PLATFORMS.

EQUIPMENT PLATFORMS IN BUILDINGS SHALL NOT BE CONSIDERED AS A PORTION OF THE FLOOR BELOW. SUCH EQUIPMENT PLATFORMS SHALL NOT CONTRIBUTE TO EITHER THE BUILDING AREA OR THE NUMBER OF STORIES AS REGULATED BY SECTION

503.1. THE AREA OF THE EQUIPMENT PLATFORM SHALL NOT BE INCLUDED IN DETERMINING THE FIRE AREA IN ACCORDANCE WITH SECTION 903. EQUIPMENT PLATFORMS SHALL NOT BE A PART OF ANY MEZZANINE AND SUCH PLATFORMS AND THE WALKWAYS, STAIRWAYS, ALTERNATING TREAD DEVICES AND LADDERS PROVIDING ACCESS TO AN EQUIPMENT PLATFORM SHALL NOT SERVE

AS PART OF THE MEANS OF EGRESS FROM THE BUILDING.

503.3.1: AREA LIMITATION.

THE AGGREGATE AREA OF ALL EQUIPMENT PLATFORMS WITHIN A ROOM SHALL BE NOT GREATER THAN TWO-THIRDS OF THE AREA IN WHICH THEY ARE LOCATED. WHERE AN EQUIPMENT PLATFORM IS LOCATED IN THE SAME ROOM AS A MEZZANINE, THE AREA OF THE MEZZANINE SHALL BE DETERMINED BY SECTION 505.2.1 AND THE COMBINED AGGREGATE AREA OF THE EQUIPMENT PLATFORMS AND MEZZANINES SHALL BE NOT GREATER THAN TWO-THIRDS OF THE ROOM IN WHICH THEY ARE LOCATED. THE AREA OF THE MEZZANINE SHALL NOT EXCEED THE AREA DETERMINED IN ACCORDANCE WITH SECTION 505.2.1.

505.3.2: AUTOMATIC SPRINKLER SYSTEM.

WHERE LOCATED IN A BUILDING THAT IS REQUIRED TO BE PROTECTED BY AN AUTOMATIC SPRINKLER SYSTEM, EQUIPMENT PLATFORMS SHALL BE FULLY PROTECTED BY SPRINKLERS ABOVE AND BELOW THE PLATFORM, WHERE REQUIRED BY THE STANDARDS

REFERENCED IN SECTION 903.3.

505.3.3: GUARDS.

EQUIPMENT PLATFORMS SHALL HAVE GUARDS WHERE REQUIRED BY SECTION 1015.2.

CODE SUMMARY:

NOT SCALE DRAWINGS BUT SHALL REQUEST THE DESIRED

DIMENSIONS FROM THE COR.

2. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO FIELD VISIT

THE PROJECT AND VERIFY EXISTING CONDITIONS/DIMENSIONS

AND PROPOSED CONDITIONS. COORDINATE DEMOLITION

BETWEEN ALL TRADES. NOTIFY COR IMMEDIATELY OF ANY

CONFLICTS OR DISCREPANCIES.

3. GRIDLINES ARE TYPICALLY LOCATED ON THE FACE OF

FOUNDATION OR CENTERLINE OF STRUCTURE.

4. SEE CODE PLAN FOR CODE INFORMATION.

5. EXISTING DOORS SHOW AT 45 DEGREE ANGLE FOR CLARITY.

6. EXISTING WALLS SHADED FOR CLARITY.

BUILDING 5

BUILDING 2

BUILDING 3

BUILDING 4

Project Number

Building Number

Drawing Number

Dwg.

DrawnCheckedDate

Location

Project TitleDrawing Title

COR / Project Engineer

CONSULTANTS:

DateRevisions:

VA FORM 08-6231

o n e e ig h th in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e in c h o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t th re e in c h e s o n e fo o t

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9 of

Office of Construction and Facilities Management

Phase

ARCHITECT/ENGINEER OF RECORD:

U.S. Department of Veterans Affairs

STAMP:

STRUCTURAL AND ELECTRICAL ENGINEERS

CITRINE LLC

710 KIPLING STREET, SUITE 406

LAKEWOOD, COLORADO 80215

PH: 720-556-0887

POC: DAVID KEATING

FIRE PROTECTION ENGINEER

OLSSON, INC.

601 P STREET, SUITE 200

LINCOLN, NEBRASKA 68508

PH: 402-474-6311

POC: TODD HENRY

POC PH: 913-318-4766

517 7TH STREET

RAPID CITY, SD 57701

PH: (605) 342-9470

POC: NAME

FFD PROJECT NO:

23.2730.M01

DES IGN INC

BUILDING 5

BUILDING 2

BUILDING 3

BUILDING 4

KEY PLAN

ALEX NOBLES, COR

/2

/2

:2

:3

P

M

08/26/2025

PHASING PLANS

G-101

VA SOUTHERN NEVADA

HEALTHCARE SYSTEM IMPROVE

CENTRAL UTILITY PLANT

TC, KZJS

6900 NORTH PECOS ROAD

LAS VEGAS, NEVADA 89086

BERNIE BORJA, ALTERNATE COR

100% CONSTRUCTION

DOCUMENTS

593-22-350

GENERAL NOTES:

PHASING NOTES:

1/32" = 1'-0"1

OVERALL PHASING PLAN

PHASE

PHASING LEGEND:

A. THIS PHASE IS INDEPENDENT AND NON-SEASONAL. WORK CAN BE DONE AT ANY TIME AS COORDINATED WITH THE

COR DURING CONSTRUCTION.

B. THIS PHASE IS NON-SEASONAL. WORK CAN BE DONE AT ANY TIME AS COORDINATED WITH THE COR DURING

CONSTRUCTION. THIS WORK MUST BE DONE BEFORE PHASE I.

C. THIS PHASE IS INDEPENDENT AND NON-SEASONAL. WORK CAN BE DONE AT ANY TIME AS COORDINATED WITH THE

COR DURING CONSTRUCTION.

D. THIS PHASE IS INDEPENDENT AND NON-SEASONAL. WORK CAN BE DONE AT ANY TIME AS COORDINATED WITH THE

COR DURING CONSTRUCTION.

E. THIS PHASE SHOULD TAKE PLACE CONCURRENTLY DURING WINTER OR THE COLD SEASON. THESE ITEMS ARE NOT DEPENDENT ON ANY OTHER FACTORS OR PHASES. THESE ITEMS CAN TAKE PLACE SIMULTANEOUSLY WITH OTHER

PHASES.

F. THIS PHASE SHOULD TAKE PLACE DURING SUMMER OR THE WARM SEASON. THESE ITEMS ARE NOT DEPENDENT ON ANY OTHER FACTORS OR PHASES. THESE ITEMS CAN TAKE PLACE SIMULTANEOUSLY WITH OTHER PHASES.

G. THIS PHASE SHOULD TAKE PLACE DURING SUMMER OR THE WARM SEASON. THIS ITEM IS NOT DEPENDENT ON ANY OTHER FACTORS OR PHASES. THIS ITEM CAN TAKE PLACE SIMULTANEOUSLY WITH OTHER PHASES.

H. THIS PHASE SHOULD TAKE PLACE IN THE COLD SEASON CONCURRENTLY. THESE ITEMS ARE NOT DEPENDENT ON ANY OTHER FACTORS OR PHASES. THESE ITEMS CAN TAKE PLACE SIMULTANEOUSLY WITH OTHER PHASES.

I. WORK FOR THESE ITEMS SHOULD TAKE PLACE CONCURRENTLY, AND AFTER PHASE B.

J. FOR THIS PHASE, ITEM #19 SHOULD TAKE PLACE BEFORE ITEM #20. THESE ITEMS ARE NOT DEPENDENT ON ANY

OTHER FACTORS OR PHASES. THESE ITEMS CAN TAKE PLACE SIMULTANEOUSLY WITH OTHER PHASES.

1. REPLACEMENT OF THE HEAT RECOVERY SYSTEM IN THE BOILER ROOM IN BUILDING 2.

2. EXTEND/CONNECT CATWALK ABOVE BOILER ROOM AND CHILLER ROOM FOR ACCESS TO AIR HANDLERS IN

BUILDING 2. ADD LADDERS / STAIRS.

3. REPLACE WINDOWS WITH OPERABLE LOUVERS IN BOILER ROOM ABOVE OVERHEAD

DOOR (INTERLOCK TO CLOSE WITH FIRE ALARM ACTIVATION) IN BUILDING 2.

4. UPGRADE FACILITY-WIDE LUTRON LIGHTING CONTROLS FOR SINGLE POINT MONITORING IN CUP CONTROL

ROOM IN BUILDING 5.

5. AUTOMATE BACK-UP PUMPS LOCATED IN BUILDING 5 BASEMENT- CONNECT TO EXISTING BMS/ JCI SYSTEM FOR

CONTROLLING AND STATUS DISPLAY.

6. REPLACE EXISTING CHILLED WATER PUMP VFDS IN BUILDING 2 CHILLER ROOM.

7. REPLACE EXISTING CHILLED WATER PUMPS WITH NEW HIGH EFFICIENCY DOMESTICALLY SOURCED PUMPS IN

BUILDING 2 CHILLER ROOM.

8. RECONFIGURE THE NON-RETURN VALVE AT THE TOP OF BOILER #3 INTO A HORIZONTAL CONFIGURATION IN

BUILDING 2 BOILER ROOM.

9. REPLACE THE EXISTING CORRODED CONDENSATE RETURN/ SURGE TANK WITH A NEW STAINLESS STEEL TANK

IN BUILDING 2 BOILER ROOM.

10. AUTOMATE FUEL OIL SYSTEM LOCATED IN BUILDING 3 AND LOCATE CONTROLS IN BUILDING 2 BOILER ROOM.

11. INTEGRATE FUEL TANK SYSTEM TO HAYZ CLEVELAND CONTROLS IN BUILDING 2 BOILER ROOM (9 TANKS

TOTAL- ONLY 4 TANKS ARE CURRENTLY SHOWING ON THE SYSTEM).

12. REPLACE 5 EXISTING CONDENSER PUMPS WITH HIGH EFFICIENCY DOUBLE IMPELLER.

13. REPLACE EXISTING COOLING TOWER VARIABLE FREQUENCY DRIVES IN BUILDING 2.

14. REPLACE EXISTING COOLING TOWER UPPER SECTIONS IN BUILDING 2.

15. REPLACE EXISTING INDUSTRIAL WATER PUMP VFDS IN CHILLER ROOM BUILDING 2.

16. REPLACE EXISTING INDUSTRIAL WATER PUMPS IN CHILLER ROOM BUILDING 2.

17. INSTALL SECONDARY WATER SUPPLY TO COOLING TOWERS FROM 10" WATERLINE AT EAST SIDE OF CUP IN

BUILDING 2 COOLING TOWER YARD.

18. INSTALL NEW FIRE PROTECTION SYSTEM UNDER THE NEW CATWALKS/ WORK PLATFORMS WHICH ARE WIDER

THAN 48" IN BUILDING 2 CHILLER AND BOILER ROOMS.

19. REMOVE INOPERABLE WATER FILTRATION SYSTEM AND REPLACE WITH NEW REDUNDANT WATER

SOFTENER/ POLISHER SYSTEM IN BOILER ROOM OF BUILDING 2.

20. REPLACE THE EXISTING WATER SOFTENER COPPER PIPING WITH NEW STAINLESS STEEL PIPING AND ADD

POLISHER FOR A REDUNDANT SYSTEM IN BOILER ROOM OF BUILDING 2.

A

B

C

C

D

E

E

F

F

F

G

H

H

H

I

I

I

I

J

J

DN

NOT SCALE DRAWINGS BUT SHALL REQUEST THE DESIRED

DIMENSIONS FROM THE COR.

2. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO FIELD VISIT

THE PROJECT AND VERIFY EXISTING CONDITIONS/DIMENSIONS

AND PROPOSED CONDITIONS. COORDINATE DEMOLITION

BETWEEN ALL TRADES. NOTIFY COR IMMEDIATELY OF ANY

CONFLICTS OR DISCREPANCIES.

3. GRIDLINES ARE TYPICALLY LOCATED ON THE FACE OF

FOUNDATION OR CENTERLINE OF STRUCTURE.

4. SEE CODE PLAN FOR CODE INFORMATION.

5. EXISTING DOORS SHOW AT 45 DEGREE ANGLE FOR CLARITY.

6. EXISTING WALLS SHADED FOR CLARITY.

A B C D E F G H J

A-401

K

02-25

BOILER ROOM

2-110

CHILLER ROOM

2-111

ELECTRICAL

ROOM

2-112

OFFICE

2-202

OFFICE

2-203

TELE

2-204

BREAK

2-205

TOILET

2-206

OFFICE

2-201

OPEN OFFICE

2-209 DATA

2-208

OPERATIONS

2-207

COOLING TOWER

YARD

2-E100

02-5102-5002-50

02-51

02-50

02-50

02-50

02-25

4' - 0"

18' - 6"

16' - 2"

18' - 6"

15' - 0"

18' - 6"15' - 2 1/2" 18' - 6"

02-51

02-51

02-51 02-51

02-51

02-03

VIF

4' - 9"

13' - 7"

13' - 7"

16' - 8"

VIF

20' - 1 3/8"

02-31 02-31 02-31 02-31

02-32

A-300

STAIR 1

02-5002-50

02-50

02-50

02-50

02-50

02-50

DEMO, SEE KEYNOTES

EXISTING TO REMAIN

EXISTING CATWALKS TO REMAIN

Project Number

Building Number

Drawing Number

Dwg.

DrawnCheckedDate

Location

Project TitleDrawing Title

COR / Project Engineer

CONSULTANTS:

DateRevisions:

VA FORM 08-6231

o n e e ig h th in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e in c h o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t th re e in c h e s o n e fo o t

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9 of

Office of Construction and Facilities Management

Phase

ARCHITECT/ENGINEER OF RECORD:

U.S. Department of Veterans Affairs

STAMP:

STRUCTURAL AND ELECTRICAL ENGINEERS

CITRINE LLC

710 KIPLING STREET, SUITE 406

LAKEWOOD, COLORADO 80215

PH: 720-556-0887

POC: DAVID KEATING

FIRE PROTECTION ENGINEER

OLSSON, INC.

601 P STREET, SUITE 200

LINCOLN, NEBRASKA 68508

PH: 402-474-6311

POC: TODD HENRY

POC PH: 913-318-4766

517 7TH STREET

RAPID CITY, SD 57701

PH: (605) 342-9470

POC: NAME

FFD PROJECT NO:

23.2730.M01

DES IGN INC

BUILDING 5

BUILDING 2

BUILDING 3

BUILDING 4

KEY PLAN

ALEX NOBLES, COR

/2

/2

:2

:3

P

M

08/26/2025

BUILDING 2 LEVEL 2 DEMOLITION

PLAN

AD100

VA SOUTHERN NEVADA

HEALTHCARE SYSTEM IMPROVE

CENTRAL UTILITY PLANT

TB, KZJS

6900 NORTH PECOS ROAD

LAS VEGAS, NEVADA 89086

BERNIE BORJA, ALTERNATE COR

100% CONSTRUCTION

DOCUMENTS

593-22-350

GENERAL NOTES:

KEYNOTES:

02-03 DEMOLISH AREA OF EXISTING 12" SOLID GROUTED CMU

WALL FOR NEW OPENING FOR CATWALK AND DOOR.

02-25 REMOVE EXISTING INSULATED WINDOW UNITS AND

PREPARE OPENING FOR THE PLACEMENT OF NEW

OPERABLE EXTERIOR LOUVERS. SEE SHEETS E-501 AND

M-002.

02-31 SEE MECHANICAL DRAWINGS FOR SCOPE ASSOCIATED

WITH THE PARTIAL DEMOLITION OF EXISTING COOLING

TOWERS.

02-32 SEE MECHANICAL DRAWINGS FOR SCOPE ASSOCIATED

WITH THE PARTIAL DEMOLITION OF EXISTING PIPING AT

THIS LOCATION.

02-50 EXISTING CATWALK, STRUCTURE, AND GUARDRAIL TO

REMAIN, TYPICAL

02-51 DEMOLISH PORTION OF EXISTING RAILING FOR

CONNECTION OF NEW CATWALK SYSTEM.

SHEET SPECIFIC NOTES:

1. BUILDING 2 LEVEL 2 PLAN IS OVERLAYED ON GROUND LEVEL

PLAN TO SHOW LOCATIONS OF EQUIPMENT. SIGNIFICANT

AMOUNTS OF EXISTING EQUIPMENT AND ASSOCIATED PIPING IS

IN PLACE THROUGHOUT THE PROJECT BOUNDARIES (NOT ALL IS

SHOWN). THE CONTRACTOR SHALL PROTECT AND MAINTAIN ALL

EXISTING EQUIPMENT, PIPING, CONDUIT, ETC WHILE

COMPLETING THE WORK ASSOCIATED WITH THIS PROJECT. THE

CONTRACTOR SHALL ANTICIPATE LIMITS ON CLEARANCE TO

COMPLETE WORK, COORDINATION BETWEEN ALL TRADES WILL

BE REQUIRED.

2. CONTRACTOR TO FIELD VERIFY ALL CATWALK ELEVATIONS

ABOVE FLOOR.

1/8" = 1'-0"1

BUILDING 2 LEVEL 2 DEMOLITION PLAN

DEMOLITION LEGEND:

UP

A-200

A B C D E F G H J

COOLING TOWER

YARD

2-E100

BOILER ROOM

2-110

CHILLER ROOM

2-111

WOMEN

2-103

MEN

2-104

VESTIBULE

2-101

LOBBY

2-102

WORK AREA

2-109

STAIR #1

2-001

JANITOR

2-105

BATTERY ROOM

2-106

WORK ROOM

2-107

MEDICAL AIR AND

VACUUM

2-108

ELECTRICAL

ROOM

2-112

ELECTRICAL

ROOM

2-113

K

NEW CHILLER

ROOM

2-112

05-57

1. SHEET SIZE FOR PROPER SCALE IS 30X42. CONTRACTOR SHALL

NOT SCALE DRAWINGS BUT SHALL REQUEST THE DESIRED

DIMENSIONS FROM THE COR.

2. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO FIELD VISIT

THE PROJECT AND VERIFY EXISTING CONDITIONS/DIMENSIONS

AND PROPOSED CONDITIONS. COORDINATE DEMOLITION

BETWEEN ALL TRADES. NOTIFY COR IMMEDIATELY OF ANY

CONFLICTS OR DISCREPANCIES.

3. GRIDLINES ARE TYPICALLY LOCATED ON THE FACE OF

FOUNDATION OR CENTERLINE OF STRUCTURE.

4. SEE CODE PLAN FOR CODE INFORMATION.

5. EXISTING DOORS SHOW AT 45 DEGREE ANGLE FOR CLARITY.

6. EXISTING WALLS SHADED FOR CLARITY.

Project Number

Building Number

Drawing Number

Dwg.

DrawnCheckedDate

Location

Project TitleDrawing Title

COR / Project Engineer

CONSULTANTS:

DateRevisions:

VA FORM 08-6231

o n e e ig h th in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e in c h o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t th re e in c h e s o n e fo o t

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9 of

Office of Construction and Facilities Management

Phase

ARCHITECT/ENGINEER OF RECORD:

U.S. Department of Veterans Affairs

STAMP:

STRUCTURAL AND ELECTRICAL ENGINEERS

CITRINE LLC

710 KIPLING STREET, SUITE 406

LAKEWOOD, COLORADO 80215

PH: 720-556-0887

POC: DAVID KEATING

FIRE PROTECTION ENGINEER

OLSSON, INC.

601 P STREET, SUITE 200

LINCOLN, NEBRASKA 68508

PH: 402-474-6311

POC: TODD HENRY

POC PH: 913-318-4766

517 7TH STREET

RAPID CITY, SD 57701

PH: (605) 342-9470

POC: NAME

FFD PROJECT NO:

23.2730.M01

DES IGN INC

BUILDING 5

BUILDING 2

BUILDING 3

BUILDING 4

KEY PLAN

ALEX NOBLES, COR

/2

/2

:2

:3

P

M

08/26/2025

BUILDING 2 OVERALL LEVEL 1

FLOOR PLAN

A-101

VA SOUTHERN NEVADA

HEALTHCARE SYSTEM IMPROVE

CENTRAL UTILITY PLANT

KZ, CKJS

6900 NORTH PECOS ROAD

LAS VEGAS, NEVADA 89086

BERNIE BORJA, ALTERNATE COR

100% CONSTRUCTION

DOCUMENTS

593-22-350

3/32" = 1'-0"1

BUILDING 2 OVERALL LEVEL 1 FLOOR PLAN

GENERAL NOTES:

KEYNOTES:

05-57 NEW 2' STEEL LADDER WITH SAFETY CAGE. REFER TO

DETAIL 1 ON SHEET A-400.

1. ALL MECHANICAL EQUIPMENT IN THIS VIEW IS SHOWN AS A LIGHT

GREY FOR CLARITY. SEE MECHANICAL SHEETS FOR NEW AND

EXISTING EQUIPMENT TO REMAIN.

SHEET SPECIFIC NOTES:

A-200

A B C D E F G H J

K

BOILER ROOM

2-110

CHILLER ROOM

2-111

COOLING TOWER

YARD

2-E100

A-111

A-112

NEW CHILLER

ROOM

2-112

2-112A

OFFICE

2-201

OFFICE

2-202

OFFICE

2-203

TELE

2-204

BREAK

2-205

TOILET

2-206

OPERATIONS

2-207

DATA

2-208

OPEN OFFICE

2-209

1. SHEET SIZE FOR PROPER SCALE IS 30X42. CONTRACTOR SHALL

NOT SCALE DRAWINGS BUT SHALL REQUEST THE DESIRED

DIMENSIONS FROM THE COR.

2. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO FIELD VISIT

THE PROJECT AND VERIFY EXISTING CONDITIONS/DIMENSIONS

AND PROPOSED CONDITIONS. COORDINATE DEMOLITION

BETWEEN ALL TRADES. NOTIFY COR IMMEDIATELY OF ANY

CONFLICTS OR DISCREPANCIES.

3. GRIDLINES ARE TYPICALLY LOCATED ON THE FACE OF

FOUNDATION OR CENTERLINE OF STRUCTURE.

4. SEE CODE PLAN FOR CODE INFORMATION.

5. EXISTING DOORS SHOW AT 45 DEGREE ANGLE FOR CLARITY.

6. EXISTING WALLS SHADED FOR CLARITY.

EXISTING CATWALK TO REMAIN

NEW CATWALK

FLOOR PLAN LEGEND:

EXISTING FAN TO REMAIN

Project Number

Building Number

Drawing Number

Dwg.

DrawnCheckedDate

Location

Project TitleDrawing Title

COR / Project Engineer

CONSULTANTS:

DateRevisions:

VA FORM 08-6231

o n e e ig h th in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e in c h o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t th re e in c h e s o n e fo o t

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9 of

Office of Construction and Facilities Management

Phase

ARCHITECT/ENGINEER OF RECORD:

U.S. Department of Veterans Affairs

STAMP:

STRUCTURAL AND ELECTRICAL ENGINEERS

CITRINE LLC

710 KIPLING STREET, SUITE 406

LAKEWOOD, COLORADO 80215

PH: 720-556-0887

POC: DAVID KEATING

FIRE PROTECTION ENGINEER

OLSSON, INC.

601 P STREET, SUITE 200

LINCOLN, NEBRASKA 68508

PH: 402-474-6311

POC: TODD HENRY

POC PH: 913-318-4766

517 7TH STREET

RAPID CITY, SD 57701

PH: (605) 342-9470

POC: NAME

FFD PROJECT NO:

23.2730.M01

DES IGN INC

BUILDING 5

BUILDING 2

BUILDING 3

BUILDING 4

KEY PLAN

ALEX NOBLES, COR

/2

/2

:2

:3

P

M

08/26/2025

BUILDING 2 OVERALL LEVEL 2

FLOOR PLAN

A-102

VA SOUTHERN NEVADA

HEALTHCARE SYSTEM IMPROVE

CENTRAL UTILITY PLANT

KZ, CKJS

6900 NORTH PECOS ROAD

LAS VEGAS, NEVADA 89086

BERNIE BORJA, ALTERNATE COR

100% CONSTRUCTION

DOCUMENTS

593-22-350

1. SEE ENLARGED AREA PLANS FOR WALL TYPE INDICATIONS AND

DIMENSIONS.

2. BUILDING 2 LEVEL 2 PLAN IS OVERLAYED ON GROUND LEVEL PLAN

TO SHOW LOCATIONS OF EQUIPMENT.

3. CONTRACTOR TO FIELD VERIFY ALL CATWALK ELEVATIONS ABOVE

FLOOR.

4. ALL MECHANICAL EQUIPMENT IN THIS VIEW IS SHOWN AS A LIGHT

GREY FOR CLARITY. SEE MECHANICAL SHEETS FOR NEW AND

EXISTING EQUIPMENT TO REMAIN.

3/32" = 1'-0"1

BUILDING 2 OVERALL LEVEL 2 FLOOR PLAN

GENERAL NOTES:

SHEET SPECIFIC NOTES:

A B C D

EXISTING CATWALK

E X

IS

T

IN

G

L A

D D

E R

S T

A

IR

BOILER ROOM

2-110

23-40

05-48

05-48

02-50

NEW CATWALK

VIF

28' - 0"

VIF

5' - 4"

VIF

10' - 0"

VIF

3' - 4"

VIF

10' - 0"

VIF

5' - 4"

VIF

22' - 8"

05-50

OPERATIONS

2-207

CHILLER ROOM

2-111

23-40

18' - 6"

18' - 6"

16' - 2"

18' - 6"

15' - 0" 15' - 0"

EXISTING CATWALK EXISTING CATWALK

EXISTING CATWALK

EXISTING CATWALK

EXISTING CATWALK

EXISTING CATWALK

18' - 6"

EXISTING CATWALK

A-400

13' - 7"

22' - 11"

16' - 8"

13' - 7"

NEW WORK PLATFORM

21' - 3"

NEW CATWALK

NEW CATWALK

10' - 0"

3' - 4"

3' - 4"

21' - 3"

21' - 3"

10' - 0"

NEW WORK PLATFORM

24' - 9"

15' - 0"

05-49

05-53

05-53

05-55

05-55

05-53

05-53

3' - 4"

05-49

05-49

05-49

05-54

05-50

05-50

05-55

A-400

A-400

SIM

A-400

SIM

OVERHEAD

BELOW

BELOW

05-59

05-59

05-59

/3

2' - 0" 2' - 0" 6' - 0"

VIF

15' - 5"

VIF

10' - 1"

VIF

12' - 4"

2' - 3" 4' - 5"

2' - 0" 2' - 0" 6' - 0"

3' - 8" 3' - 4" 3' - 0"

02-11

VIF

VIF

VIF

VIF

VIF

15' - 4"

VIF

A-300

02-1105-50

VIF

1. SHEET SIZE FOR PROPER SCALE IS 30X42. CONTRACTOR SHALL

NOT SCALE DRAWINGS BUT SHALL REQUEST THE DESIRED

DIMENSIONS FROM THE COR.

2. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO FIELD VISIT

THE PROJECT AND VERIFY EXISTING CONDITIONS/DIMENSIONS

AND PROPOSED CONDITIONS. COORDINATE DEMOLITION

BETWEEN ALL TRADES. NOTIFY COR IMMEDIATELY OF ANY

CONFLICTS OR DISCREPANCIES.

3. GRIDLINES ARE TYPICALLY LOCATED ON THE FACE OF

FOUNDATION OR CENTERLINE OF STRUCTURE.

4. SEE CODE PLAN FOR CODE INFORMATION.

5. EXISTING DOORS SHOW AT 45 DEGREE ANGLE FOR CLARITY.

6. EXISTING WALLS SHADED FOR CLARITY.

EXISTING CATWALK TO REMAIN

NEW CATWALK

FLOOR PLAN LEGEND:

EXISTING FAN TO REMAIN

PLAN NOTE: REFER TO STRUCTURAL DRAWING SHEETS S-110 & S-130

FOR LOCATIONS OF NEW STRUCTURAL STEEL BEAMS AT THE

EXISTING ROOF. GENERAL CONTRACTOR TO COORDINATE

PLACEMENT AND COORDINATE WITH ALL TRADES TO PROVIDE

CLEARANCE FOR FINAL INSTALLATION. ALL NEW STEEL PLACED

SHALL BE PAINTED TO MATCH EXISTING STRUCTURE, TOUCH UP AND

PAINT ALL WELD LOCATIONS AFTER FINAL PLACEMENT

Project Number

Building Number

Drawing Number

Dwg.

DrawnCheckedDate

Location

Project TitleDrawing Title

COR / Project Engineer

CONSULTANTS:

DateRevisions:

VA FORM 08-6231

o n e e ig h th in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e in c h o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t th re e in c h e s o n e fo o t

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9 of

Office of Construction and Facilities Management

Phase

ARCHITECT/ENGINEER OF RECORD:

U.S. Department of Veterans Affairs

STAMP:

STRUCTURAL AND ELECTRICAL ENGINEERS

CITRINE LLC

710 KIPLING STREET, SUITE 406

LAKEWOOD, COLORADO 80215

PH: 720-556-0887

POC: DAVID KEATING

FIRE PROTECTION ENGINEER

OLSSON, INC.

601 P STREET, SUITE 200

LINCOLN, NEBRASKA 68508

PH: 402-474-6311

POC: TODD HENRY

POC PH: 913-318-4766

517 7TH STREET

RAPID CITY, SD 57701

PH: (605) 342-9470

POC: NAME

FFD PROJECT NO:

23.2730.M01

DES IGN INC

BUILDING 5

BUILDING 2

BUILDING 3

BUILDING 4

KEY PLAN

ALEX NOBLES, COR

/2

/2

:2

:3

P

M

08/26/2025

BUILDING 2 ENLARGED CATWALK

PLAN BOILER

A-111

VA SOUTHERN NEVADA

HEALTHCARE SYSTEM IMPROVE

CENTRAL UTILITY PLANT

CK, KZJS

6900 NORTH PECOS ROAD

LAS VEGAS, NEVADA 89086

BERNIE BORJA, ALTERNATE COR

100% CONSTRUCTION

DOCUMENTS

593-22-350

1/4" = 1'-0"1

ENLARGED CATWALK PLAN - BOILER ROOM

GENERAL NOTES:

KEYNOTES:

02-11 APPROXIMATE LOCATION OF EXISTING SUSPENDED HVAC

FAN. INTENT OF NEW EQUIPMENT PLATFORM BELOW IS TO

PROVIDE SERVICE ACCESS TO FAN, CONTRACTOR TO

VERIFY LOCATION PRIOR TO FABRICATION OF EQUIPMENT

PLATFORM AND CATWALKS.

02-50 EXISTING CATWALK, STRUCTURE, AND GUARDRAIL TO

REMAIN, TYPICAL

05-48 PROPOSED LOCATION OF NEW WORK PLATFORM.

05-49 PROPOSED LOCATION OF NEW CATWALK, TYPICAL.

05-50 NEW STEEL TUBE SUSPENDED STRUCTURAL COLUMN, SEE

STRUCTURAL CONNECTION DETAILS ON SHEET S-150. PAINT

TO MATCH EXISTING.

05-53 NEW STEEL GRATE TO MATCH EXISTING, SEE STRUCTURAL

CONNECTION DETAILS ON SHEET S-150.

05-54 NEW 1 1/2" STEEL PIPE GUARDRAIL AT CATWALK TO MATCH

EXISTING. SEE STRUCTURAL CONNECTION DETAILS ON

SHEET S-150. PAINT TO MATCH EXISTING.

05-55 NEW STEEL LADDER. REFER TO DETAIL 5 ON SHEET A-400.

05-59 EXISTING PIPING OR MECHANICAL CONDITIONS. VERIFY

FINAL CONDITIONS IN FIELD.

23-40 NEW LOUVER. SEE LOUVER SCHEDULE ON MECHANICAL

SHEET M-002 AND ELECTRICAL SHEET E-501.

SHEET SPECIFIC NOTES:

1. ALL DIMENSIONS MEASURED FROM EXISTING WALLS ARE FROM

FACE OF WALL UNLESS NOTED OTHERWISE.

2. OPENINGS ARE DIMENSIONED TO FRAME WIDTH. CONTRACTOR

TO COORDINATE ROUGH OPENING DIMENSIONS AS REQUIRED.

3. BUILDING 2 LEVEL 2 PLAN IS OVERLAYED ON GROUND LEVEL PLAN

TO SHOW LOCATIONS OF EQUIPMENT.

4. ALL EXISTING CATWALK IS TO REMAIN.

5. CONTRACTOR TO FIELD VERIFY ALL CATWALK ELEVATIONS ABOVE

FLOOR.

6. ALL MECHANICAL EQUIPMENT IN THIS VIEW IS SHOWN AS A LIGHT

GREY FOR CLARITY. SEE MECHANICAL SHEETS FOR NEW AND

EXISTING EQUIPMENT TO REMAIN.

E F G H J

K

CHILLER ROOM

2-111

02-50

02-50

05-48 05-48

05-49

05-49

05-49

VIF

1' - 3 3/8"

VIF

3' - 4"

VIF

35' - 11"

VIF

40' - 0 47/64" 14' - 2"

NEW CATWALK

NEW WORKING

PLATFORM

NEW CATWALK

EXISTING CATWALK

EXISTING CATWALK

E X

IS

T

IN

G

C A

T W

A

LK

E X

IS

T

IN

G

C A

T W

A

LK

E X

IS

T

IN

G

C A

T W

A

LK

N E

W C

A T

W A

LK

NEW WORKING

PLATFORM

NEW WORKING

PLATFORM

05-48

7' - 0" 5' - 10"

05-50

05-54

05-53

05-50

05-54

05-53

NEW CHILLER

ROOM

2-112

NEW WORKING

PLATFORM

7' - 0"

3' - 4"

18' - 6"

18' - 6"

18' - 6"

18' - 6" 18' - 6"

19' - 8"

19' - 8"

21' - 4"

21' - 4"

21' - 4"

21' - 4"

10' - 0"

2-112A

08-11

7' - 0"

05-48

05-54

05-5319' - 8"

NEW CATWALK

NEW WORKING PLATFORM

23' - 4"

05-50

05-49

05-48

19' - 8"

6' - 8"

05-53

05-54

05-55

V.I.F

5' - 4" 10' - 0"

V

IF

/4

3' - 4"

1' - 10" 3' - 4" 1' - 10"

3' - 4"

3' - 4"

19' - 8"

5' - 4"

"4

A-400

A-400

SIM

2' - 6"

2' - 10"

05-57

21' - 4"

3' - 4" 2' - 3"

A-400

VIF

6' - 10"

05-54 05-54

05-59

05-59

ALL PIPING

BELOW

A-400

SIM

A-400

SIM

3' - 2" 3' - 4" 0' - 6"

6' - 4" 3' - 0"

VIF

0' - 8"

20' - 0"4' - 3"V

IF

/2

02-11

02-11

02-11

VIF

19' - 1 9/16"

VIF

VIF

05-55 05-55

02-11

05-63

05-63

A-300

05-50

05-50

02-11

05-50

05-62

1. SHEET SIZE FOR PROPER SCALE IS 30X42. CONTRACTOR SHALL

NOT SCALE DRAWINGS BUT SHALL REQUEST THE DESIRED

DIMENSIONS FROM THE COR.

2. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO FIELD VISIT

THE PROJECT AND VERIFY EXISTING CONDITIONS/DIMENSIONS

AND PROPOSED CONDITIONS. COORDINATE DEMOLITION

BETWEEN ALL TRADES. NOTIFY COR IMMEDIATELY OF ANY

CONFLICTS OR DISCREPANCIES.

3. GRIDLINES ARE TYPICALLY LOCATED ON THE FACE OF

FOUNDATION OR CENTERLINE OF STRUCTURE.

4. SEE CODE PLAN FOR CODE INFORMATION.

5. EXISTING DOORS SHOW AT 45 DEGREE ANGLE FOR CLARITY.

6. EXISTING WALLS SHADED FOR CLARITY.

EXISTING CATWALK TO REMAIN

NEW CATWALK

FLOOR PLAN LEGEND:

EXISTING FAN TO REMAIN

PLAN NOTE: REFER TO STRUCTURAL DRAWING SHEETS S-110 & S-130

FOR LOCATIONS OF NEW STRUCTURAL STEEL BEAMS AT THE

EXISTING ROOF. GENERAL CONTRACTOR TO COORDINATE

PLACEMENT AND COORDINATE WITH ALL TRADES TO PROVIDE

CLEARANCE FOR FINAL INSTALLATION. ALL NEW STEEL PLACED

SHALL BE PAINTED TO MATCH EXISTING STRUCTURE, TOUCH UP AND

PAINT ALL WELD LOCATIONS AFTER FINAL PLACEMENT

Project Number

Building Number

Drawing Number

Dwg.

DrawnCheckedDate

Location

Project TitleDrawing Title

COR / Project Engineer

CONSULTANTS:

DateRevisions:

VA FORM 08-6231

o n e e ig h th in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e in c h o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t th re e in c h e s o n e fo o t

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9 of

Office of Construction and Facilities Management

Phase

ARCHITECT/ENGINEER OF RECORD:

U.S. Department of Veterans Affairs

STAMP:

STRUCTURAL AND ELECTRICAL ENGINEERS

CITRINE LLC

710 KIPLING STREET, SUITE 406

LAKEWOOD, COLORADO 80215

PH: 720-556-0887

POC: DAVID KEATING

FIRE PROTECTION ENGINEER

OLSSON, INC.

601 P STREET, SUITE 200

LINCOLN, NEBRASKA 68508

PH: 402-474-6311

POC: TODD HENRY

POC PH: 913-318-4766

517 7TH STREET

RAPID CITY, SD 57701

PH: (605) 342-9470

POC: NAME

FFD PROJECT NO:

23.2730.M01

DES IGN INC

BUILDING 5

BUILDING 2

BUILDING 3

BUILDING 4

KEY PLAN

ALEX NOBLES, COR

/2

/2

:2

:3

P

M

08/26/2025

BUILDING 2 ENLARGED CATWALK

PLAN CHILLER

A-112

VA SOUTHERN NEVADA

HEALTHCARE SYSTEM IMPROVE

CENTRAL UTILITY PLANT

CK, KZJS

6900 NORTH PECOS ROAD

LAS VEGAS, NEVADA 89086

BERNIE BORJA, ALTERNATE COR

100% CONSTRUCTION

DOCUMENTS

593-22-350

1/4" = 1'-0"1

ENLARGED CATWALK PLAN - CHILLER ROOM

GENERAL NOTES:

KEYNOTES:

02-11 APPROXIMATE LOCATION OF EXISTING SUSPENDED HVAC

FAN. INTENT OF NEW EQUIPMENT PLATFORM BELOW IS TO

PROVIDE SERVICE ACCESS TO FAN, CONTRACTOR TO

VERIFY LOCATION PRIOR TO FABRICATION OF EQUIPMENT

PLATFORM AND CATWALKS.

02-50 EXISTING CATWALK, STRUCTURE, AND GUARDRAIL TO

REMAIN, TYPICAL

05-48 PROPOSED LOCATION OF NEW WORK PLATFORM.

05-49 PROPOSED LOCATION OF NEW CATWALK, TYPICAL.

05-50 NEW STEEL TUBE SUSPENDED STRUCTURAL COLUMN, SEE

STRUCTURAL CONNECTION DETAILS ON SHEET S-150. PAINT

TO MATCH EXISTING.

05-53 NEW STEEL GRATE TO MATCH EXISTING, SEE STRUCTURAL

CONNECTION DETAILS ON SHEET S-150.

05-54 NEW 1 1/2" STEEL PIPE GUARDRAIL AT CATWALK TO MATCH

EXISTING. SEE STRUCTURAL CONNECTION DETAILS ON

SHEET S-150. PAINT TO MATCH EXISTING.

05-55 NEW STEEL LADDER. REFER TO DETAIL 5 ON SHEET A-400.

05-57 NEW 2' STEEL LADDER WITH SAFETY CAGE. REFER TO

DETAIL 1 ON SHEET A-400.

05-59 EXISTING PIPING OR MECHANICAL CONDITIONS. VERIFY

FINAL CONDITIONS IN FIELD.

05-62 NEW 36" SAFETY GATE.

05-63 COORDINATE PLACEMENT OF (2) 30" ACCESS GATES WITHIN

CATWALK RAILING. GATES SHALL BE PLACED TO ALIGN

WITH AHU FILTER ACCESS DOORS TO ALLOW FOR FILTERS

TO BE REPLACED WITH OPERATIONS AND MAINTENANCE.

08-11 HOLLOW METAL DOOR AND FRAME, SEE DOOR SCHEDULE.

SHEET SPECIFIC NOTES:

1. ALL DIMENSIONS MEASURED FROM EXISTING WALLS ARE FROM

FACE OF MASONRY UNLESS NOTED OTHERWISE.

2. OPENINGS ARE DIMENSIONED TO FRAME WIDTH. CONTRACTOR

TO COORDINATE ROUGH OPENING DIMENSIONS AS REQUIRED.

3. BUILDING 2 LEVEL 2 PLAN IS OVERLAYED ON GROUND LEVEL PLAN

TO SHOW LOCATIONS OF EQUIPMENT.

4. CONTRACTOR TO FIELD VERIFY ALL CATWALK ELEVATIONS ABOVE

FLOOR.

5. ALL MECHANICAL EQUIPMENT IN THIS VIEW IS SHOWN AS A LIGHT

GREY FOR CLARITY. SEE MECHANICAL SHEETS FOR NEW AND

B2 - GRADE LEVEL

2071' - 7 13/64"

CATWALK FF

2090' - 1 13/64"

B2 - PIPE CHASE

2050' - 7 13/64"

B2 - T.O. CMU LOW

2098' - 11 13/64"

B2 - T.O. CMU HIGH

2106' - 11 13/64"

B2 - PUMPS

2054' - 1 13/64"

ABCDEFGHJ

B2 - LEVEL 2

2086' - 9 19/32"

K

A-401

TYP

23-40 23-40

COOLING TOWER COURTYARD EXTERIOR WALL

A-300

1. SHEET SIZE FOR PROPER SCALE IS 30X42. CONTRACTOR SHALL

NOT SCALE DRAWINGS BUT SHALL REQUEST THE DESIRED

DIMENSIONS FROM THE COR.

2. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO FIELD VISIT

THE PROJECT AND VERIFY EXISTING CONDITIONS/DIMENSIONS

AND PROPOSED CONDITIONS. COORDINATE DEMOLITION

BETWEEN ALL TRADES. NOTIFY COR IMMEDIATELY OF ANY

CONFLICTS OR DISCREPANCIES.

3. GRIDLINES ARE TYPICALLY LOCATED ON THE FACE OF

FOUNDATION OR CENTERLINE OF STRUCTURE.

4. SEE CODE PLAN FOR CODE INFORMATION.

5. EXISTING DOORS SHOW AT 45 DEGREE ANGLE FOR CLARITY.

6. EXISTING WALLS SHADED FOR CLARITY.

EXISTING TO REMAIN

LEGEND:

Project Number

Building Number

Drawing Number

Dwg.

DrawnCheckedDate

Location

Project TitleDrawing Title

COR / Project Engineer

CONSULTANTS:

DateRevisions:

VA FORM 08-6231

o n e e ig h th in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e in c h o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t th re e in c h e s o n e fo o t

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9 of

Office of Construction and Facilities Management

Phase

ARCHITECT/ENGINEER OF RECORD:

U.S. Department of Veterans Affairs

STAMP:

STRUCTURAL AND ELECTRICAL ENGINEERS

CITRINE LLC

710 KIPLING STREET, SUITE 406

LAKEWOOD, COLORADO 80215

PH: 720-556-0887

POC: DAVID KEATING

FIRE PROTECTION ENGINEER

OLSSON, INC.

601 P STREET, SUITE 200

LINCOLN, NEBRASKA 68508

PH: 402-474-6311

POC: TODD HENRY

POC PH: 913-318-4766

517 7TH STREET

RAPID CITY, SD 57701

PH: (605) 342-9470

POC: NAME

FFD PROJECT NO:

23.2730.M01

DES IGN INC

BUILDING 5

BUILDING 2

BUILDING 3

BUILDING 4

KEY PLAN

ALEX NOBLES, COR

/2

/2

:2

:4

P

M

08/26/2025

BUILDING 2 EXTERIOR ELEVATIONS

A-200

VA SOUTHERN NEVADA

HEALTHCARE SYSTEM IMPROVE

CENTRAL UTILITY PLANT

KZJS

6900 NORTH PECOS ROAD

LAS VEGAS, NEVADA 89086

BERNIE BORJA, ALTERNATE COR

100% CONSTRUCTION

DOCUMENTS

593-22-350

1/8" = 1'-0"1

BUILDING 2 NORTH ELEVATION

GENERAL NOTES:

KEYNOTES:

23-40 NEW LOUVER. SEE LOUVER SCHEDULE ON MECHANICAL

SHEET M-002 AND ELECTRICAL SHEET E-501.

B2 - GRADE LEVEL

2071' - 7 13/64"

A B C D

A-401

B5 - LEVEL 1

2071' - 7 13/64"

BOILER ROOM

2-110

23-4…