36C26118B0605-003.pdf

PROJECT LOCATION

DRAWING NUMBER

DWG. OF

PROJECT TITLE

ISSUE DATE CHECKED DRAWN

PHASEDRAWING TITLE

FULLY

SPRINKLERED

LOCATION

BUILDING

PROJECT NUMBER

Approved: Chief, Engineering Service

Brian C. McClung

Approved: VA Medical Center Director

Peggy Kearns, MS, RD, FACHE

ARCHITECT/ENGINEER OF RECORD SEALEngineering Service

COVER SHEET AND SHEET INDEX CONSTRUCTION

DOCUMENTS

LAS VEGAS PHARMACY

RENOVATION

05/21/18 BAJ JTB

GI001

1 49

NORTH LAS VEGAS, NV

593-18-104

SHEET INDEX

MH104 ONCOLOGY AREA ROOF PLAN

MP101 ONCOLOGY AREA MECHANICAL

PIPING PLAN

MP102 MAIN PHARMACY AREA

MECHANICAL PIPING PLAN

MH501 MECHANICAL DETAILS

MH502 MECHANICAL DETAILS

MH601 MECHANICAL SCHEDULES

MH701 MECHANICAL CONTROLS

MH702 MECHANICAL CONTROLS

PG001 PLUMBING ABBREVIATIONS

PD101 ONCOLOGY AREA PLUMBING

DEMO PLAN

PD102 MAIN PHARMACY AREA

PLUMBING DEMO PLAN

PL101 ONCOLOGY AREA PLUMBING

PLAN

PL102 MAIN PHARMACY AREA

PLUMBING PLAN

PL501 PLUMBING DETAILS

PL601 PLUMBING SCHEDULES

EG001 ELECTRICAL NOTES, SYMBOLS,

AND ABBREVIATIONS

ED101 ONCOLOGY AREA DEMO POWER

PLAN

ED102 MAIN PHARMACY AREA DEMO

POWER PLAN

ED103 ONCOLOGY AREA DEMO

LIGHTING PLAN

ED104 MAIN PHARMARCY AREA DEMO

LIGHTING PLAN

EL101 ONCOLOGY AREA LIGHTING

PLAN

EL102 MAIN PHARMARCY AREA

LIGHTING PLAN

EP101 ONCOLOGY AREA 1A219 AND

1A116 POWER PLANS

EP102 MAIN PHARMACY AREA AND

1D238 POWER PLANS

EP103 ONCOLOGY AREA ROOF POWER

PLAN AND DETAILS

EP601 PANEL SCHEDULES I

EP602 PANEL SCHEDULES II

EP603 PANEL SCHEDULES III

SHEET INDEX

GI001 COVER SHEET AND SHEET

INDEX

GI002 GENERAL ABBREVIATIONS,

SYMBOLS, AND MATERIALS

AE101 MAIN PHARMACY AND

ONCOLOGY EXISTING AREA

FLOOR PLANS

AE102 MAIN PHARMACY AND

ONCOLOGY AREA EXISTING RCP

AD101 MAIN PHARMACY AND

ONCOLOGY AREA DEMO PLANS

AD102 MAIN PHARMACY AND

ONCOLOGY AREA DEMO RCP

A-101 MAIN PHARMACY AND

ONCOLOGY AREA FLOOR PLANS

A-102 MAIN PHARMACY AND

ONCOLOGY AREA REFLECTED

CEILING PLANS

A-103 MAIN PHARMACY AND

ONCOLOGY EQUIPMENT PLANS

A-301 FINISH SCHEDULE INT., SECTION

/ ELEVATION AND WALL TYPES

A-302 SLIDING DOOR DETAILS

S-001 GENERAL STRUCTURAL NOTES

S-101 STRUCTURAL PLAN AND

DETAILS

FP101 MAIN PHARMACY AND

ONCOLOGY FIRE PROTECTION

DEMO PLAN

FP102 MAIN PHARMACY AND

ONCOLOGY FIRE PROTECTION

PLAN

MG001 MECHANICAL ABBREVIATIONS

AND SYMBOLS

MD101 ONCOLOGY AREA MECHANICAL

DEMO PLAN

MD102 MAIN PHARMACY AREA

MECHANICAL DEMO PLAN

MH101 ONCOLOGY AREA OVERALL

PLAN

MH102 ONCOLOGY AREA MECHANICAL

PLAN

MH103 MAIN PHARMACY AREA

MECHANICAL PLAN

SOUTHERN NEVADA HEALTHCARE SYSTEM

PHARMACY RENOVATION

PROJECT NUMBER: 593-18-104

CONTRACT NUMBER: VA261-17-D-0090

CONSTRUCTION DOCUMENTS

AREA MAP

BRUCE WOODBURY BELTWAY

BRUCE W

OODBURY BELTW

AY

I-15

E TROPICAL PKWY

E AZURE AVE

CENTENNIAL PKWY

N P

EC

O

S R

D

N L

AM

B

BL

VD

LO

SE

E R

D

PROJECT SITE: ONCOLOGY

AND MAIN PHARMACIES

REVISIONS DATE

N/A NOT APPLICABLE

N NORTH

NIC NOT IN CONTRACT

NOM NOMINAL

NTS NOT TO SCALE

OC ON CENTER

OD OUTSIDE DIAMETER

OFF OFFICE

OFD OVERFLOW DRAIN

OH OVERHEAD

OPNG OPENING

OPOI OWNER PROVIDED, OWNER INSTALLED

OPP OPPOSITE

ORIG ORIGINAL

OVHD OVERHEAD

PA PUBLIC ADDRESS

PCF POUNDS PER CUBIC FOOT

PLF POUNDS PER LINEAL FOOT

PFN PRE-FINISHED

PH PHASE

PL PLATE

PLAM PLASTIC LAMINATE

PLBG PLUMBING

PNL PANEL

POC POINT OF CURVE/CONTACT

POI POINT OF INTERSECTION

POT POINT OF TANGENT

PPL PEOPLE

PR PAIR

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT CONC POST-TENSIONED CONCRETE

PVC POLYVINYL CHLORIDE

PVMT PAVEMENT

RAD RADIUS

RB RUBBER BASE

RCP REINFORCED CONCRETE PIPE,

REFLECTED CEILING PLAN

RD ROOF DRAIN

RE REFER TO, REFERENCE

REIN REINFORCE(D)(ING)

RECP RECEPTACLE

RCYL RECYCLE AREA

REFR REFRIGERATOR

RO ROUGH OPENING

ROW RIGHT OF WAY

S SOUTH

SAFB SOUND ATTENUATION FIRE BATTS

SAN SANITARY

SB SPLASH BLOCK

SC SOLID CORE

SCH SCHEDULE

SD STORM DRAIN

SECT SECTION

SEW SEWER

SHT SHEET

SIM SIMILAR

SPF SPRAY APPLIED POLYURETHANE FOAM

INSULATION

SPEC SPECIFICATION

SQ SQUARE

SS SERVICE SINK, STORM SEWER,

STAINLESS STEEL

STM STORM

STD STANDARD

STL STEEL

STRUCT STRUCTURAL

SWBD SWITCHBOARD

T&G TONGUE AND GROOVE

TCU THIN CLAD UNIT

TEL TELEPHONE

THK THICK(NESS)

THRU THROUGH

TJI TRUSJOIST INCORPORATED

T.O. TOP OF

TOB TOP OF BEAM

TOC TOP OF CONCRETE

TOM TOP OF MASONRY

TOS TOP OF STEEL/TOP OF SLAB

TOW TOP OF WALL

TYP TYPICAL

ABV ABOVE

ACI AMERICAN CONCRETE INSTITUTE

ACT ACOUSTICAL CEILING TILE

AFF ABOVE FINISHED FLOOR

AHU AIR HANDLER UNIT

AISC AMERICAN INSTITUTE OF STEEL

CONSTRUCTION

AISI AMERICAN IRON & STEEL INSTITUTE

ALUM ALUMINUM

ALM ALARM

ALT ALTERNATE

ANOD ANODIZED

APPROX APPROXIMATE

ARCH ARCHITECT(URAL)

ASHRAE AMERICAN SOCIETY OF HEATING,

REFRIGERATING & AIR

CONDITIONING ENGINEERS

ASME AMERICAN SOCIETY OF

MECHANICAL ENGINEERS

ASTM AMERICAN SOCIETY FOR TESTING

AND MATERIALS

AWG AMERICAN WIRE GAGE

AWS AMERICAN WELDING SOCIETY

AWWA AMERICAN WATER WORKS

ASSOCIATION

BL BUILDING LINE

BLDG BUILDING

B.O. BOTTOM OF

BRK BRICK

BR BROCHURE RACK

BUR BUILT UP ROOFING

CAB CABINET

CF CUBIC FOOT

CFM CUBIC FEET PER MINUTE

CFS CUBIC FEET PER SECOND

CG CORNER GUARD

CJ CONTROL JOINT

CKT CIRCUIT

CL CENTERLINE

CLOS CLOSET

CLG CEILING

CLR CLEAR(ANCE)

CMP CORRUGATED METAL PIPE

CMU CONCRETE MASONRY UNIT

CND CONDUIT

CO CLEANOUT

COL COLUMN

CONC CONCRETE

COR CONTRACTING OFFICER'S

REPRESENTATIVE

CORR CORRIDOR

CRS COURSE(S)

CTR CENTER

CNTR COUNTER

CU IN CUBIC INCH

CU YD CUBIC YARD

CW CLEAR WIDTH

d PENNY (NAILS, ETC.)

DEMO DEMOLITION

DET DETAIL

DIAM,Ø DIAMETER

DC DISPLAY CASE

DP DAMP PROOFING

DPR DAMPER

DR DOOR

DS DOWNSPOUT

DSP DRY STANDPIPE

DWG DRAWING

DWS DOMESTIC WATER SUPPLY

E EAST

EA EACH

ELEV ELEVATION

EJ EXPANSION JOINT

ELEC ELECTRIC(AL)

EMER EMERGENCY

EP ELECTRICAL PANEL

EPDM ETHYLENE-PROPYLENE-DIENE-

MONOMER

EF EXHAUST FAN

EQ EQUAL

EQUIP EQUIPMENT

EWC ELECTRIC WATER COOLER

EXIST EXISTING

EXH EXHAUST

EXP EXPOSED

EXT EXTERIOR

FA FIRE ALARM

FB FACE BRICK

FC FOOT-CANDLE

FD FLOOR DRAIN

FE FIRE EXTINGUISHER

FEB FIRE EXTINGUISHER BRACKET

FEC FIRE EXTINGUISHER CABINET

FFE FURNITURE, FIXTURES AND EQUIPMENT

FG FIXED GLASS

FIN FL FINISHED FLOOR

FIN FL EL FINISHED FLOOR ELEVATION

FIX FIXTURE

FL FLOOR

FH FIRE HYDRANT

FLUOR FLUORESCENT

FMS FACILITY MANAGEMENT SERVICES

FND FOUNDATION

FO FACE OF

FOC FACE OF CONCRETE / CURB

FOF FACE OF FINISH

FOM FACE OF MASONRY

FOS FACE OF STUDS

FT FOOT / FEET

FTG FOOTING

FURR FURRED(ING)

GA GAGE, GAUGE

GALV GALVANIZE(D)

GFE GOVERNMENT FURNISHED EQUIPMENT

GFCI GOVERNMENT FURNISHED,

CONTRACTOR INSTALLED

GFGI GOVERNMENT FURNISHED,

GOVERNMENT INSTALLED

GFI GROUND FAULT CIRCUIT INTERRUPTER

GL GLASS, GLAZING

GWB GYPSUM WALL BOARD

GRND GROUND

GRT GROUT

HAC HOUSEKEEPING AIDS CLOSET

HB HOSE BIB

HNDCP HANDICAP

HDW HARDWARE

HJT HEAD JOINT

HM HOLLOW METAL

HORZ HORIZONTAL

HP HORSE POWER / HIGH PRESSURE

HSKP HOUSEKEEPING

HT HEIGHT

HVAC HEATING, VENTILATION, AIR

CONDITIONING

HWS HOT WATER SUPPLY

ID INSIDE DIAMETER

IES ILLUMINATING ENGINEERING SOCIETY

IGU INSULATED GLASS UNIT

IN INCH (“)

INC INCORPORATED

INFO INFORMATION

INSULINSULATION/INSULATE(D)(ING)

INT INTERIOR

INV INVERT

JT JOINT

K KIP (1,000 LB.)

LDR LADDER

LAM LAMINATE

LAV LAVATORY

LB POUND

LAG LAG SCREW

LG LENGTH / LONG

LTG LIGHTING

LVL LAMINATED VENEER LUMBER

LW CONC LIGHTWEIGHT CONCRETE

M METER(S)

MAX MAXIMUM

MECH MECHANIC(AL)

MED MEDIUM

MTL METAL

MFR MANUFACTURE(R)

MH MANHOLE

MIN MINIMUM

MIR MIRROR

MISC MISCELLANEOUS

MM MILLIMETER

MO MASONRY OPENING

UC UNDERCUT

UG UNDERGROUND

UL UNDERWRITERS'

LABORATORIES, INC.

UNO ` UNLESS NOTED

OTHERWISE

V VOLT

VB VAPOR BARRIER

VCT VINYL COMPOSITION TILE

VENT VENTILATE

VERT VERTICAL

VIF VERIFY IN FIELD

VIT VITREOUS

VS VERSUS

VC VERTICAL CURVE

VOL VOLUME

VPT VERTICAL POINT OF

TANGENT

VPI VERTICAL POINT OF

INTERSECTION

VPC VERTICAL POINT OF

CURVATURE

W WEST / WIDTH / WIDE /

W/ WITH

WC WATER CLOSET

WD WOOD

WG WIRE GLASS

WH WATER HEATER

WDW WINDOW

W/O WITHOUT

WT WEIGHT

WTR WATER

WWF WELDED WIRE FABRIC

XFMR TRANSFORMER

XPAN CROSS PAN

XSECT CROSS SECTION

XSTR EXTRA STRONG

YD YARD

YR YEAR

ABBREVIATIONS

X

A101

VIEW NAME

SCALE: 1/8" = 1'-0"

A101

ROOM NAME

150 SF

XXX

A101

A

A

REVISION CLOUD

SECTION NUMBER

SHEET NUMBER

ELEVATION

NUMBER

SHEET NUMBER

DRAWING TITLE

DRAWING SCALE

SHEET NUMBER

ROOM NUMBER

GRAPHIC SCALE

0’ 16'8'4'

SCALE: 1/8" = 1'-0"

RGH FL ELEV ROUGH FLOOR

ELEVATION IN PLAN

XXX

SYMBOLS LEGEND AND NOTES:

LEVEL 1/8"=1'-0"

ELEVATION

ELEVATION HEIGHTS

COLUMN GRID LINE

CENTERLINE ID

+- PLUS OR MINUS

ø DIAMETER

CL

ELEVATION MARKER

PLATE LINE IDPL

ANGLE

+ PLUS

KEY PLAN HATCHING

INTERIOR

ELEVATION MARKER

SECTIONS

DRAWING TITLES

GRID LINE

NORTH SYMBOL

ROOM NAME AND

NUMBER

X KEY NOTE

PARTITION TYPE

TAG

DOOR TAG

XXX

REVISION NUMBER

1X

FURNITURE, FIXTURE AND

EQUIPMENT INDICATOR

MATERIAL LEGEND:

CONCRETE

EXISTING CONST. TO REMAIN

EXISTING CONST. TO REMOVE

NEW CONSTRUCTION

BATT INSULATION

RIGID INSULATION

DRAWING NUMBER

DWG. OF

PROJECT TITLE

ISSUE DATE CHECKED DRAWN

PHASEDRAWING TITLE

FULLY

SPRINKLERED

LOCATION

BUILDING

PROJECT NUMBER

Approved: Chief, Engineering Service

Brian C. McClung

Approved: VA Medical Center Director

Peggy Kearns, MS, RD, FACHE

ARCHITECT/ENGINEER OF RECORD SEALEngineering Service

GENERAL ABBREVIATIONS,

SYMBOLS, AND MATERIALS

CONSTRUCTION

DOCUMENTS

LAS VEGAS PHARMACY

RENOVATION

05/21/18 BAJ JTB

GI002

2 49

NORTH LAS VEGAS, NV

593-18-104

REF.

J

K

15 16

870 SF

1D341

COMPOUNDING

364 SF

1D337

SOLUTIONS STATIC

SHELVING

259 SF

1D324

BREAK OUT

190 SF

1D360

VAULT

292 SF

1D326

CORRIDOR

116 SF

1D354

IV CLEAN ROOM

59 SF

1D353

VESTIBULE

241 SF

1D328

STAFF

LOCKERS / LOUNGE

48 SF

1D327

STAFF

TOILET

45 SF

1D338

STORAGE CAROUSEL

K

2 3

180 SF

C1-38

CORRIDOR

231 SF

1A153

NURSES

STATION

37 SF

1A153A

NOURISHMENT

115 SF

1A151

CLEAN UTILITY

66 SF

1A149A

CHEMO

PREP

40 SF

1A169

EQUIPMENT

30 SF

1A141

HAC

54 SF

1A143

STAFF TOILET

48 SF

1A147

PATIENT TOILET158 SF

1A149

ANTE ROOM 14 SF

1A145

SCALE ALCOVE

SF

C

1-

C O

R R

ID

O

R

DRAWING NUMBER

DWG. OF

PROJECT TITLE

ISSUE DATE CHECKED DRAWN

PHASEDRAWING TITLE

FULLY

SPRINKLERED

LOCATION

BUILDING

PROJECT NUMBER

Approved: Chief, Engineering Service

Brian C. McClung

Approved: VA Medical Center Director

Peggy Kearns, MS, RD, FACHE

ARCHITECT/ENGINEER OF RECORD SEALEngineering Service

KEY PLAN

NORTH

MAIN PHARMACY AND ONCOLOGY

EXISTING AREA FLOOR PLANS

CONSTRUCTION

DOCUMENTS

LAS VEGAS PHARMACY

RENOVATION

05/21/18 BAJ LMF

AE101

3 49

NORTH LAS VEGAS, NV

593-18-104

4' 8'0 2'

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

AE101 SCALE: 1/4" = 1'-0"

MAIN PHARMACY AREA

EXISTING FLOOR PLAN

AE101 SCALE: 1/4" = 1'-0"

ONCOLOGY AREA EXISTING

FLOOR PLAN

S

S

S

S S

J

K

15 16

K

2 3

DRAWING NUMBER

DWG. OF

PROJECT TITLE

ISSUE DATE CHECKED DRAWN

PHASEDRAWING TITLE

FULLY

SPRINKLERED

LOCATION

BUILDING

PROJECT NUMBER

Approved: Chief, Engineering Service

Brian C. McClung

Approved: VA Medical Center Director

Peggy Kearns, MS, RD, FACHE

ARCHITECT/ENGINEER OF RECORD SEALEngineering Service

KEY PLAN

NORTH

MAIN PHARMACY AND ONCOLOGY

AREA EXISTING RCP

CONSTRUCTION

DOCUMENTS

LAS VEGAS PHARMACY

RENOVATION

05/21/18 BAJ LMF

AE102

4 49

NORTH LAS VEGAS, NV

593-18-104

4' 8'0 2'

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

AE102 SCALE: 1/4" = 1'-0"

MAIN PHARMACY AREA

EXISTING RCP

AE102 SCALE: 1/4" = 1'-0"

ONCOLOGY AREA EXISTING

RCP

WALLS TO REMAIN

WALLS TO BE REMOVED

DOORS TO REMAIN

DOORS TO BE REMOVED

EXISTING CABINETRY TO

BE REMOVED

J

K

15 16

HAC

1D361

VESTIBULE

1D353

CHEMO PREP

1D355

IV CLEAN ROOM

1D354

ANTE ROOM

1D352

K

2 3

NURSES STATION

1A153

CLEAN UTILITY

1A151

NOURISHMENT

1A153A

ANTE ROOM

1A149

CHEMO PREP

1A149A

EQUIPMENT

1A169

FEC

FEC10

DRAWING NUMBER

DWG. OF

PROJECT TITLE

ISSUE DATE CHECKED DRAWN

PHASEDRAWING TITLE

FULLY

SPRINKLERED

LOCATION

BUILDING

PROJECT NUMBER

Approved: Chief, Engineering Service

Brian C. McClung

Approved: VA Medical Center Director

Peggy Kearns, MS, RD, FACHE

ARCHITECT/ENGINEER OF RECORD SEALEngineering Service

KEY PLAN

NORTH

MAIN PHARMACY AND ONCOLOGY

AREA DEMO PLANS

CONSTRUCTION

DOCUMENTS

LAS VEGAS PHARMACY

RENOVATION

05/21/18 BAJ LMF

AD101

5 49

NORTH LAS VEGAS, NV

593-18-104

KEY NOTES

LEGEND

4' 8'0 2'

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

AD101 SCALE: 1/4" = 1'-0"

MAIN PHARMACY AREA

DEMO PLAN

AD101 SCALE: 1/4" = 1'-0"

ONCOLOGY AREA DEMO

PLAN

GENERAL NOTES

1. REMOVE EXISTING VINYL COMPOSITION TILE

FLOORING, VINYL BASE AND ADHESIVE TO

BARE SUBSTRATE. PREP FOR NEW FLOOR

FINISH. REFER TO INTERIOR FINISH

SCHEDULE FOR MORE INFORMATION.

2. REMOVE SECTION OF GYPSUM PARTITION AS

REQUIRED FOR NEW WORK. REMOVAL OF

SUCH PARTITION REQUIRES THAT ITEMS SUCH

AS CONDUIT, OUTLETS, WALL BASES, PIPING,

ETC. ARE TO BE REMOVED AND REROUTED.

REFER TO MEP DRAWINGS FOR ADDITIONAL

INFORMATION. COORDINATE WITH NEW

CONSTRUCTION

3. REMOVE EXISTING DOOR, FRAME AND

RELATED HARDWARE IN ITS ENTIRETY. SAVE

AND STORE DOOR SYSTEMS INTENDED FOR

REUSE.

4. IDENTIFY ALL PLUMBING FIXTURES,

CASEWORK AND EQUIPMENT TO REMAIN AND

ENSURE THAT THESE ITEMS ARE PROTECTED

FROM DAMAGE DURING CONSTRUCTION

5. REMOVE EXISTING CASEWORK,

COUNTERTOPS, PLUMBING FIXTURES AND

ACCESSORIES LOCATED IN THE

NOURISHMENT CENTER. CAP ALL UNUSED

PLUMBING LINES AND PREPARE FOR

EXTENTIONS AS REQUIRED FOR NEW

PLUMBING LOCATION.

6. CONTRACTOR TO SAFELY STORE EXISTING

EQUIPMENT DURING WORK AND TO BE

RETURNED AFTER CONSTRUCTION IS

COMPLETED

7. CONTRACTOR TO PROVIDE DUST BARRIER

AROUND ALL CONSTRUCTION ACTIVITIES

INCLUDING THE BAGGING OF ALL AIR INTAKES

AND EXHAUST DIFFUSERS DURING ALL

CONSTRUCTION ACTIVITIES.

1. DEMO EXISTING WALLS

2. REMOVE DOORS, FRAMES, AND HARDWARE.

SAVE FOR FUTURE USE.

3. REMOVE EXISTING FLOORING, PREP SLAB

FOR NEW FLOOR.

4. REMOVE EXISTING CEILING TO INTEGRATE

NEW CEILING

5. REMOVE EXISTING CABINETRY

6. REMOVE EXISTING EQUIPMENT FOR FUTURE

USE.

7. REMOVE SINK AND FAUCET FOR FUTURE USE.

8. CUT OPENING IN WALL FOR NEW DOOR

9. REMOVE EMERGENCY SHOWER AND ALL

ASSOCIATED PIPING

10. REMOVE EXISTING FEC AND SAVE FOR

FUTURE INSTALLATION

S

S

S S

J

K

15 16

2 2

K

2 3

1 CEILING GRID TO BE REMOVED

EXISTING LIGHT FIXTURES TO REMAIN.

SUSPEND IN PLACE FOR REUSE IN NEW

LAYOUT

EXISTING SUPPLY DIFFUSERS TO BE

REMOVED AND STORED FOR REUSE

EXISTING RETURN AIR DIFFUSERS

TO BE REMOVED AND STORED FOR

REUSE

DRAWING NUMBER

DWG. OF

PROJECT TITLE

ISSUE DATE CHECKED DRAWN

PHASEDRAWING TITLE

FULLY

SPRINKLERED

LOCATION

BUILDING

PROJECT NUMBER

Approved: Chief, Engineering Service

Brian C. McClung

Approved: VA Medical Center Director

Peggy Kearns, MS, RD, FACHE

ARCHITECT/ENGINEER OF RECORD SEALEngineering Service

KEY PLAN

NORTH

MAIN PHARMACY AND ONCOLOGY

AREA DEMO RCP

CONSTRUCTION

DOCUMENTS

LAS VEGAS PHARMACY

RENOVATION

05/21/18 BAJ LMF

AD102

6 49

NORTH LAS VEGAS, NV

593-18-104

GENERAL NOTES

KEY NOTES

LEGEND

4' 8'0 2'

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

AD102 SCALE: 1/4" = 1'-0"

MAIN PHARMACY AREA

DEMO RCP

AD102 SCALE: 1/4" = 1'-0"

ONCOLOGY AREA DEMO

RCP

1. REMOVE SECTION OF GYPSUM PARTITION AS

REQUIRED FOR NEW WORK. REMOVAL OF

SUCH PARTITION REQUIRES THAT ITEMS SUCH

AS CONDUIT, OUTLETS, WALL BASES, PIPING,

ETC. ARE TO BE REMOVED AND REROUTED.

REFER TO MEP DRAWINGS FOR ADDITIONAL

INFORMATION. COORDINATE WITH NEW

CONSTRUCTION

2. REMOVE EXISTING ACOUSTICAL CEILING

SYSTEM IN ITS ENTIRETY. TEMPORARILY

SUSPEND AND EXISTING DEVICES TO REMAIN

AS REQUIRED FOR NEW WORK.

3. CONTRACTOR TO SAFELY STORE EXISTING

EQUIPMENT DURING WORK AND TO BE

RETURNED AFTER CONSTRUCTION IS

COMPLETED

4. CONTRACTOR TO PROVIDE DUST BARRIER

AROUND ALL CONSTRUCTION ACTIVITIES

INCLUDING THE BAGGING OF ALL AIR INTAKES

AND EXHAUST DIFFUSERS DURING ALL

CONSTRUCTION ACTIVITIES.

1. REMOVE CEILING GRID AND ACOUSTICAL TILE

WITHIN THIS AREA. STORE UNDAMAGED

PANELS FOR REUSE.

2. SUSPEND ELECTRICAL FIXTURES FOR REUSE

IN NEW LAYOUT.

K

15 16

1D324

BREAK OUT

1D355

HAZARDOUS

COMPOUNDING

1D354

NON-HAZARDOUS

COMPOUNDING

229 SF

1D352

ANTE ROOM

A-301 8

A-301

1 1

7'

4" 6'

2"

7' - 4" 7' - 4"

8' - 10"1' - 6"

7'

1/

2"

EXISTING

WALL TO

REMAIN

ALIGN WITH

EXISTING

WALL

EXISTING

WALL TO

REMAIN

K

2 3

EQUIP

1A169

A-301 1 2

A-301

NURSES STATION

1A153

NON-HAZARDOUS

COMPOUNDING

1A149B

HAZARDOUS

COMPOUNDING

1A149A

ANTE ROOM

1A149

49B

49A

49FEC

A-301

A-301

A-301

9 FEC

7' - 4"7'

4"

7' - 4"

8'

8"

ALIGN

EXISTING

WALL

ALIGN

2' - 7"

NEW WALLS

DRAWING NUMBER

DWG. OF

PROJECT TITLE

ISSUE DATE CHECKED DRAWN

PHASEDRAWING TITLE

FULLY

SPRINKLERED

LOCATION

BUILDING

PROJECT NUMBER

Approved: Chief, Engineering Service

Brian C. McClung

Approved: VA Medical Center Director

Peggy Kearns, MS, RD, FACHE

ARCHITECT/ENGINEER OF RECORD SEALEngineering Service

KEY PLAN

NORTH

MAIN PHARMACY AND ONCOLOGY

AREA FLOOR PLANS

CONSTRUCTION

DOCUMENTS

LAS VEGAS PHARMACY

RENOVATION

05/21/18 BAJ LMF

A-101 7 49

NORTH LAS VEGAS, NV

593-18-104

A-101 SCALE: 1/4" = 1'-0"

MAIN PHARMACY AREA

FLOOR PLAN

4' 8'0 2'

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

A-101 SCALE: 1/4" = 1'-0"

ONCOLOGY AREA FLOOR

PLAN

GENERAL NOTES

KEY NOTES#

1. PRIOR TO BIDDING THE WORK, THE

CONTRACTOR SHALL VISIT THE FACILITY TO

THOROUGHLY FAMILIARIZE THEMSELVES WITH

THE SCOPE OF THE WORK, THE EXISTING

CONDITION OF THE SITE AND THE LOGISTICS

REQUIRED IN PERFORMING THE WORK.

2. CONTRACTOR TO VERIFY THE SITE

CONDITIONS AND IMMEDIATELY NOTIFY THE

COR OF ANY DISCREPANCY BETWEEN

EXISTING CONDITIONS SHOWN AND

CONFIGURATIONS SHOWN BY THE

CONSTRUCTION DOCUMENTS.

3. CONTRACTOR TO COORDINATE THE WORK OF

ALL TRADES AND MATERIAL SUPPLIES

INVOLVED WITH AND WORKING ON THE

PROJECT.

4. REFER TO SHEET A-301 FOR FLOOR AND WALL

FINISHES.

5. CONTRACTOR TO AVOID DISRUPTION OF

EXISTING FACILITY SERVICES AT ALL TIMES.

6 CONTRACTOR MUST COORDINATE IN

ADVANCE ANY OPERATIONS THAT WILL

CREATE DISRUPTIVE NOISE OR VIBRATION

WITH THE COR 48 HOURS IN ADVANCE OF

BEGINNING SUCH WORK. WRITTEN NOTICE TO

COR IS REQUIRED 48 HOURS PRIOR TO

PERFORMANCE OF SUCH WORK UNLESS

OTHERWISE AGREED TO BY COR.

7. MAINTAIN (MINIMUM 48" WIDE) EGRESS

PATHWAYS THROUGH THE CONSTRUCTION

AREA THROUGHOUT THE CONSTRUCTION

PERIOD. COORDINATE EXISTING

REQUIREMENTS WITH VAMC COR.

1. INSTALL WELDED SHEET FLOORING (WSF).

2. INSTALL VINYL COMPOSITE TILE (VCT) TO

MATCH EXISTING COLOR.

3. INSTALL RUBBER WALL BASE WHERE IS

NEEDED TO MATCH EXISTING COLOR.

4. PROVIDE NEW TRACKLESS GLASS SLIDING

DOOR.

5. LAVATORY FAUCET WITH EYEWASH.

6 RELOCATE EXISTING DOOR AND FRAME.

7 PROVIDE NEW PASS-THROUGH CABINET

8 RELOCATE EXISTING PASS-THROUGH CABINET

9 EXISTING STORAGE UNIT TO REMAIN

10 REINSTALL SAVED FEC

LEGEND

S S

S

S

J

K

15 16

K

2 3

2 2

DRAWING NUMBER

DWG. OF

PROJECT TITLE

ISSUE DATE CHECKED DRAWN

PHASEDRAWING TITLE

FULLY

SPRINKLERED

LOCATION

BUILDING

PROJECT NUMBER

Approved: Chief, Engineering Service

Brian C. McClung

Approved: VA Medical Center Director

Peggy Kearns, MS, RD, FACHE

ARCHITECT/ENGINEER OF RECORD SEALEngineering Service

KEY PLAN

NORTH

MAIN PHARMACY AND ONCOLOGY

AREA REFLECTED CEILING PLANS

CONSTRUCTION

DOCUMENTS

LAS VEGAS PHARMACY

RENOVATION

05/21/18 BAJ LMF

A-102 8 49

NORTH LAS VEGAS, NV

593-18-104

4' 8'0 2'

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

A-102 SCALE: 1/4" = 1'-0"

1 MAIN PHARMACY AREA RCP

A-102 SCALE: 1/4" = 1'-0"

2 ONCOLOGY AREA RCP

GENERAL NOTES

KEY NOTES#

1. PRIOR TO BIDDING THE WORK, THE

CONTRACTOR SHALL VISIT THE FACILITY TO

THOROUGHLY FAMILIARIZE THEMSELVES WITH

THE SCOPE OF THE WORK, THE EXISTING

CONDITION OF THE SITE AND THE LOGISTICS

REQUIRED IN PERFORMING THE WORK.

2. CONTRACTOR TO VERIFY THE SITE

CONDITIONS AND IMMEDIATELY NOTIFY THE

COR OF ANY DISCREPANCY BETWEEN

EXISTING CONDITIONS SHOWN AND

CONFIGURATIONS SHOWN BY THE

CONSTRUCTION DOCUMENTS.

3. CONTRACTOR TO COORDINATE THE WORK OF

ALL TRADES AND MATERIAL SUPPLIES

INVOLVED WITH AND WORKING ON THE

PROJECT.

4. REFER TO SHEET A-301 FOR FLOOR AND WALL

FINISHES.

5. CONTRACTOR TO AVOID DISRUPTION OF

EXISTING FACILITY SERVICES AT ALL TIMES.

6 CONTRACTOR MUST COORDINATE IN

ADVANCE ANY OPERATIONS THAT WILL

CREATE DISRUPTIVE NOISE OR VIBRATION

WITH THE COR 48 HOURS IN ADVANCE OF

BEGINNING SUCH WORK. WRITTEN NOTICE TO

COR IS REQUIRED 48 HOURS PRIOR TO

PERFORMANCE OF SUCH WORK UNLESS

OTHERWISE AGREED TO BY COR.

7. MAINTAIN (MINIMUM 48" WIDE) EGRESS

PATHWAYS THROUGH THE CONSTRUCTION

AREA THROUGHOUT THE CONSTRUCTION

PERIOD. COORDINATE EXISTING

REQUIREMENTS WITH VAMC COR.

8. REMOVE EXISTING GRID CEILING INCLUDING

METAL GRID AND ACOUSTICAL PANELS.

STORE UNDAMAGED PANELS FOR

RE-INSTALLATION IN NEW GRID. REMOVE

EXISTING LIGHT FIXTURES AND STORE FOR

INSTALLATION IN NEW CEILING.

9. INSTALL NEW CEILING AT 9'-0" ABOVE FINISH

FLOOR

1. PROVIDE A NEW STEEL GRID 2'' X 2' CEILING AT

9'-0" A.F.F.

2. EXISTING LIGHT FIXTURES TO BE RELOCATED

3. CEILING ACCESS PANEL, COORDINATE

LOCATION WITH MECHANICAL

K

15 16

5355 SF

1D324

BREAK OUT

105 SF

1D355

HAZARDOUS

COMPOUNDING

A-301 8

A-301

119 SF

1D354

NON-HAZARDOUS

COMPOUNDING

48 SF

1D361

STAFF TOILET

241 SF

1D364

STAFF

LOCKERS/LOUNGE

229 SF

1D352

ANTE ROOM

FH-2 FH-1

K

2 3

40 SF

1A169

EQUIP

231 SF

1A153

NURSES STATION

66 SF

1A149B

NON-HAZARDOUS

COMPOUNDING

116 SF

1A149A

HAZARDOUS

COMPOUNDING

A-301

A-301

54 SF

1D359

STAFF TOILET

48 SF

1D360

PATIENT TOILET

158 SF

1A149

ANTE ROOM

REF

FH-4

FH-3

FH-5

FH-6

DRAWING NUMBER

DWG. OF

PROJECT TITLE

ISSUE DATE CHECKED DRAWN

PHASEDRAWING TITLE

FULLY

SPRINKLERED

LOCATION

BUILDING

PROJECT NUMBER

Approved: Chief, Engineering Service

Brian C. McClung

Approved: VA Medical Center Director

Peggy Kearns, MS, RD, FACHE

ARCHITECT/ENGINEER OF RECORD SEALEngineering Service

KEY PLAN

NORTH

MAIN PHARMACY AND ONCOLOGY

EQUIPMENT PLANS

CONSTRUCTION

DOCUMENTS

LAS VEGAS PHARMACY

RENOVATION

05/21/18 BAJ LMF

A-103 9 49

NORTH LAS VEGAS, NV

593-18-104

A-103 SCALE: 1/4" = 1'-0"

MAIN PHARMACY AREA

EQUIPMENT FLOOR PLAN

A-103 SCALE: 1/4" = 1'-0"

ONCOLOGY EQUIPMENT

AREA FLOOR PLAN

GENERAL NOTES

KEY NOTES#

1. CONTAINMENT TECHNOLOGIES GROUP, INC.

MIC SINGLE BIOLOGICAL SAFETY CABINET OR

EQUAL, SEE EQUIPMENT SCHEDULE ON

SHEET MH601 GFE

2. THERMOFISHER SCIENTIFIC JPR5004A HIGH

PERFORMANCE PHARMACY REFRIGERATOR

OR EQUAL, SEE EQUIPMENT SCHEDULE ON

SHEET MH601 GFE

3. BD PYXIS 6 DRAWER MEDSTATION OR EQUAL,

SEE EQUIPMENT SCHEDULE ON SHEET MH601

GFE

4. BD PYXIS MEDSTATION 4000 DOUBLE COLUMN

AUXILIARY OR EQUAL, SEE EQUIPMENT

SCHEDULE ON SHEET MH601 GFE

1. ALL EQUIPMENT INDICATED BY PLANS IS TO BE

FURNISHED AND INSTALLED BY THE VAMC

UNLESS OTHERWISE INDICATED.

4' 8'0 2'

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

B30B30

8' - 0"

W3030W3030 W3030

UNDERCOUNTER

REFRIGERATOR

A-301

1'

6"

3'

0" 1'

6"

2'

6"

LAMINATE

CABINETS

SOLID

SURFACE

COUNTERTO

P AND

BACKSPLASH

DRYWALL

SOFFIT

BLOCKING AS

REQUIRED

ACOUSTICAL

INSULATION

LAMINATE

CABINETS

SOLID SURFACE

COUNTERTOP

AND

BACKSPLASH

SOFFIT

8' - 0"

STRUCTURE ABOVE

3 5/8" X 20 GA. STUDS

@ 16" O.C. - BRACE TO

STRUCTURE AS REQ'D

5/8" TYPE "X" GYPSUM

BOARD

SOUND BATT

INSULATION

ACOUSTICAL

CEILING TILE TO

MATCH EXISTING

ALUMINUM CARRIER

BEAM WITH

AUTOMATIC DOOR

HARDWARE

TRACKLESS GLASS

SLIDING DOOR

NEW SEAMLESS

FLOOR

EXISTING VCT

FLOOR

STRUCTURE ABOVE

3 5/8" X 20 GA STUDS

@ 16" O.C. - BRACE

TO STRUCTURE AS

REQUIRED

5/8" TYPE "X"

GYPSUM

BOARD

SOUND BATT

INSULATION

ACOUSTICAL

CEILING TILE

TO MATCH

EXISTING

NEW SEAMLESS

FLOOR

INTEGRAL COVE

BASE

3 5/8" X 20 GA STUDS

@ 16" O.C. - BRACE

TO STRUCTURE AS

REQUIRED

5/8" TYPE "X"

GYPSUM

BOARD

ACOUSTICAL CEILING

TILE TO MATCH

EXISTING

NEW SEAMLESS

FLOOR

INTEGRAL COVE

BASE

6"

STRUCTURE ABOVE

3 5/8" X 20 GA. STUDS

@ 16" O.C. - BRACE TO

STRUCTURE AS REQ'D

5/8" TYPE "X" GYPSUM

BOARD

SOUND BATT

INSULATION

ACOUSTICAL CEILING

TILE TO MATCH

EXISTING

NEW SEAMLESS

FLOOR

EXISTING VCT

FLOOR

INTEGRAL COVE

BASE

AUTOMATIC

SLIDING DOOR

STOREFRONT

WALL BASE

3'

6"

ANTE ROOM

1A149

PASS-

THROUGH

CABINET

CRASH RAIL WALL BASE

RELOCATE

EXISTING FIRE

EXTINGUISHER

CABINET

A-302

A-302

CRASH RAIL

WALL BASE

EXISTING FIRE

EXTINGUISHER

CABINET TO

REMAIN

DRAWING NUMBER

DWG. OF

PROJECT TITLE

ISSUE DATE CHECKED DRAWN

PHASEDRAWING TITLE

FULLY

SPRINKLERED

LOCATION

BUILDING

PROJECT NUMBER

Approved: Chief, Engineering Service

Brian C. McClung

Approved: VA Medical Center Director

Peggy Kearns, MS, RD, FACHE

ARCHITECT/ENGINEER OF RECORD SEALEngineering Service

FINISH SCHEDULE INT., SECTION /

ELEVATION AND WALL TYPES

CONSTRUCTION

DOCUMENTS

LAS VEGAS PHARMACY

RENOVATION

05/21/18 BAJ LMF

A-301 10 49

NORTH LAS VEGAS, NV

593-18-104

LEGEND

ACT ACOUSTICAL CEILING TILE

E EXISTING

HM HOLLOW METAL

IB INTEGRAL BASE

RB RUBBER WALL BASE

VCT VINYL COMPOSITE TILE

WD WOOD DOOR

WSF WELDED SEAM SHEET

FLOORING

2' 4'0 1'

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

A-301 SCALE: 1/2" = 1'-0"

INTERIOR ELEVATION -

NURSE STATION 1A153

A-301 SCALE: 1/2" = 1'-0"

2 NURSE STATION CABINET

FINISH SCHEDULE

ROOM NO. ROOM NAME FLOOR WALL BASE

WALL FINISH

CEILING

CEILING

HEIGHT REMARKSNORTH EAST SOUTH WEST

1A149 ANTE ROOM WSF WSF (IB) MATCH EXISTING MATCH EXISTING MATCH EXISTING MATCH EXISTING ACT 9' - 0" * 1A149A HAZARDOUS COMPOUNDING WSF WSF (IB) MATCH EXISTING MATCH EXISTING MATCH EXISTING MATCH EXISTING ACT 9' - 0" * 1A149B NON-HAZARDOUS COMPOUNDING WSF WSF (IB) MATCH EXISTING MATCH EXISTING MATCH EXISTING MATCH EXISTING ACT 9' - 0" * 1A153 NURSES STATION VCT RB MATCH EXISTING MATCH EXISTING MATCH EXISTING MATCH EXISTING ACT 9' - 0" *** 1A169 EQUIP VCT RB MATCH EXISTING MATCH EXISTING MATCH EXISTING MATCH EXISTING ACT 9' - 0" *** 1D352 ANTE ROOM WSF WSF (IB) MATCH EXISTING MATCH EXISTING MATCH EXISTING MATCH EXISTING ACT 9' - 0" * 1D354 NON-HAZARDOUS COMPOUNDING WSF WSF (IB) MATCH EXISTING MATCH EXISTING MATCH EXISTING MATCH EXISTING ACT 9' - 0" * 1D355 HAZARDOUS COMPOUNDING WSF WSF (IB) MATCH EXISTING MATCH EXISTING MATCH EXISTING MATCH EXISTING ACT 9' - 0" *

* MATCH EXISTING INTERIOR COLOR PAINT

*** MATCH EXISTING INTERIOR COLOR PAINT, VCT AND WALL BASE

PROPOSED FINISHES:

ACOUSTICAL CEILING TILES (ACT):

CERTAINTEED

STYLE: PERFORMA VINYL, SHEET A

SIZE: 24" X 24" X 5/8"

COLOR: WHITE

WELDED SEAM SHEET FLOORING (WSF):

ARMSTRONG SHEET

STYLE: HOMOGENEOUS SHEET

SIZE: 6.58FT X UP TO 98.4 FT X 0.080 IN

COLOR: ALMOND 84163

A-301 SCALE: 1/2" = 1'-0"

6 WALL P4

A-301 SCALE: 1/2" = 1'-0"

5 WALL P3

A-301 SCALE: 1/2" = 1'-0"

4 WALL P2

A-301 SCALE: 1/2" = 1'-0"

3 WALL P1

WALL TYPES

DOOR SCHEDULE

ROOM NAME

DOOR

NUMBER

DOOR SIZE DOOR DOOR FRAME

HARDWARE

FIRE

RATING

DETAILS

REMARKSWIDTH HEIGHT THICKNESS MATERIAL DOOR TYPE MATERIAL FRAME TYPE HEAD JAMB SILL

1D325 ANTE ROOM 25 7' - 4" 7' - 6" 0' - 2" GL/ALUM 310 SLIDER ALUM DOUBLE WAVE OPERATOR - 1/A-302 (19) 21/A-302 SIM 9/A-302 AUTOMATIC SLIDING DOOR 1A149 ANTE ROOM 49 7' - 4" 7' - 6" 0' - 2" GL/ALUM 310 SLIDER ALUM DOUBLE WAVE WITH CARD

READER (E)

- 3/A-302 (16) 18/A-302 9/A-302 REUSE EXISTING CARD READER

1A149A HAZARDOUS

COMPOUNDING

49A 7' - 4" 7' - 6" 0' - 2" GL/ALUM 110 SLIDER ALUM DOUBLE WAVE OPERATOR - 3/A-302-SIM (4) 6/A-302 9/A-302 OPAQUE GLASS AT FIXED PANEL

1A149B NON-HAZARDOUS 49B 7' - 4" 7' - 6" 0' - 2" GL/ALUM 310 SLIDER ALUM DOUBLE WAVE OPERATOR - 1/A-302-SIM (5) 18/A-302 9/A-302 AUTOMATIC SLIDING DOOR 1D354 NON-HAZARDOUS COMP 54 7' - 4" 7' - 6" 0' - 2" GL/ALUM 310 SLIDER ALUM DOUBLE WAVE OPERATOR - 1/A-302-SIM (16) 18/A-302 9/A-302 AUTOMATIC SLIDING DOOR 1D355 HAZARDOUS COMP 55 7' - 4" 7' - 6" 0' - 2" GL/ALUM 310 SLIDER ALUM DOUBLE WAVE OPERATOR - 1/A-302-SIM (16) 18/A-302 9/A-302 AUTOMATIC SLIDING DOOR 1A169 EQUIPMENT 69 3' - 0" 7' - 0" 0' - 1 3/4" WD (E) SWING HM (E) SINGLE EXISTING TO REMAIN - 14/

A-302-SIM

14 / A-302 14/A-302 EXISTING DOOR RELOCATED

SCALE: 1/4" = 1'-0"A-301

PHARMACY ELEVATION8

A-301 SCALE: 1/4" = 1'-0"

10 ANTE ROOM ELEVATION

A-301 SCALE: 1/4" = 1'-0"

11 EYE WASH SINK ELEVATION

A-301 SCALE: 1/4" = 1'-0"

7 INTERIOR ELEVATION

A-301 SCALE: 1/4" = 1'-0"

9 INTERIOR ELEVATION

4' 8'0 2'

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

EXTENT OF NEW CONSTRUCTION

6" X 20 GA. STUDS@

16" O.C. W/ 5/8" GYPSUM

BOARD EACH SIDE.

STEEL BEAM

RE: STRUCTURAL

AUTOMATIC DRIVE MOTOR

WITHIN ALUMINUM ENCLOSURE

ALUMINUM SLIDING DOOR

4"

1/4" SHIM SPACE

SOLID WOOD BLOCKING

2" X SOLID WOOD BLOCKING

7'-8 1/2" A.F.F.

BACKER ROD AND SEALANT

ALUMINUM FIXED DOOR

ALUMINUM SLIDING DOOR

ALUMINUM FIXED DOOR

ALUMINUM SLIDING DOOR

DOOR PIVOT BEYOND

FINISH FLOOR

3 5/8" X 16 GA. JAMB STUDS

ALUMINUM FIXED DOOR

ALUMINUM DOOR FRAME

ALUMINUM SLIDING DOOR

DOOR PIVOT

ALUMINUM FIXED DOOR

3 5/8" X 16 GA. JAMB STUDS

ALUMINUM SLIDING DOOR

TOUCHLESS SENSOR

(WAVE TO OPEN)

FIXED DOOR PANEL

ALUMINUM DOOR FRAME

3 5/8" X 20 GA. STUDS @ 16" O.C.

SLIDE/SWING DOOR PANELOPAQUE SPANDREL GLASS

FIXED DOOR PANEL

1/4" CLEAR TEMPERED

GLAZING

ALUMINUM STOREFRONT

HORIZONTAL MEMBER

ALUMINUM STOREFRONT

6" X 20 GA. STEEL

STUD "CURB" WALL W/

5/8" GWB EA. SIDE

RUBBER BASE TO

MATCH EXISTING

FINISH FLOOR

WELDED SHEET FLOORING

WITH INTEGRAL COVED BASE

1/4" TEMPERED GLASS

BACKER ROD AND SEALANT

6"

2" X WOOD BLOCKING

6" X 20 GA. JAMB STUDS

AT EXISTING WALL

ALUMINUM FIXED DOOR

3 5/8" X 20 GA.

STUDS @ 16" O.C.

W/ 5/8" GWB EA. SIDE

AT NEW ADJACENT WALL

1/

4"

TOUCHLESS SENSOR

(WAVE TO OPEN)

ANODIZED ALUMINUM STOREFRONT

ALUMINUM SLIDING DOOR

TOUCHLESS SENSOR

(WAVE TO OPEN)

3"

3 5/8" STEEL STUDS

5/8" GWB

BACKER ROD

AND SEALANT

ALUMINUM STOREFRONT

BACKER ROD

AND SEALANT

TUBE STEEL COLUMN

RE: STRUCTURAL

SOLID WOOD BLOCKING

1/

2"

1 1/2"

5/8" GYPSUM BOARD

STEEL STUD

BACK-UP

MAPLE HANDRAIL TO

MATCH EXISTING

ALUMINUM RETAINER

MAPLE RETAINER AND

TOGGLE BOLT

6" X 20 GA. STUDS@

16" O.C. W/ 5/8" GYPSUM

BOARD EACH SIDE.

STEEL BEAM

RE: STRUCTURAL

1 3/4" X 4" ALUMINUM

STOREFRONT

1/4" CLEAR TEMPERED

PLATE GLASS

1/4" SHIM SPACE

SOLID WOOD BLOCKING

2" X SOLID WOOD

BLOCKING

7'-8 1/2" A.F.F.

BACKER ROD AND SEALANT

3 5/8" X 20 GA. STEEL

STUD WALL W/

5/8" GWB EA. SIDE

RUBBER BASE TO

MATCH EXISTING

FINISH FLOOR

WELDED SHEET FLOORING

WITH INTEGRAL COVED BASE3 5/8" X 20 GA. JAMB STUDS

EXISTING WOOD DOOR

EXISTING HOLLOW

METAL DOOR FRAME

THREE ANCHORS PER JAMB

3 5/8"" X 20 GA. STUDS@

16" O.C. W/ 5/8" GYPSUM

BOARD EACH SIDE.

BOX HEADER

AUTOMATIC DRIVE MOTOR

WITHIN ALUMINUM ENCLOSURE

ALUMINUM SLIDING DOOR

4"

1/4" SHIM SPACE

MUD BEAD

BACKER ROD AND SEALANT

TOUCHLESS SENSOR

(WAVE TO OPEN)

3 5/8" STEEL STUDS

WITH GWB EACH SIDE

BACKER ROD AND SEALANT

ALUMINUM DOOR FRAME

DRAWING NUMBER

DWG. OF

PROJECT TITLE

ISSUE DATE CHECKED DRAWN

PHASEDRAWING TITLE

FULLY

SPRINKLERED

LOCATION

BUILDING

PROJECT NUMBER

Approved: Chief, Engineering Service

Brian C. McClung

Approved: VA Medical Center Director

Peggy Kearns, MS, RD, FACHE

ARCHITECT/ENGINEER OF RECORD SEALEngineering Service

SLIDING DOOR DETAILS CONSTRUCTION

DOCUMENTS

LAS VEGAS PHARMACY

RENOVATION

05/21/18 BAJ LMF

A-302 11 49

NORTH LAS VEGAS, NV

593-18-104

A-302 SCALE: 3" = 1'-0"

SLIDING DOOR HEAD AT

1D352

A-302 SCALE: 3" = 1'-0"

7 SLIDING DOOR CROSS RAIL

A-302 SCALE: 3" = 1'-0"

9 SLIDING DOOR THRESHOLD

A-302 SCALE: 3" = 1'-0"

16 SLIDING DOOR FIXED JAMB

A-302 SCALE: 3" = 1'-0"

SLIDING DOOR MEETING

RAIL

A-302 SCALE: 3" = 1'-0"

18 SLIDING DOOR ACTIVE JAMB

A-302 SCALE: 3" = 1'-0"

MEETING RAIL AT

ONCOLOGY

A-302 SCALE: 3" = 1'-0"

8 STOREFRONT RAIL

A-302 SCALE: 3" = 1'-0"

10 STOREFRONT SILL

A-302 SCALE: 3" = 1'-0"

FIXED JAMB DETAIL AT

ONCOLOGY

A-302 SCALE: 3" = 1'-0"

6 JAMB DETAIL AT ONCOLOGY

A-302 SCALE: 3" = 1'-0"

SLIDING DOOR ACTIVE JAMB

AT STOREFRONT

A-302 SCALE: 3" = 1'-0"

20 STOREFRONT MULLION

A-302 SCALE: 3" = 1'-0"

STOREFRONT JAMB AT

PHARMACY

A-302 SCALE: 3" = 1'-0"

22 CORRIDOR HANDRAIL

SCALE: 3"=1'-0"

3" 6" 9" 12"

A-302 SCALE: 3" = 1'-0"

2 STOREFRONT HEAD

A-302 SCALE: 3" = 1'-0"

TYPICAL PARTITION AT

FLOOR

A-302 SCALE: 3" = 1'-0"

TYPICAL RELOCATED DOOR

JAMB

A-302 SCALE: 3" = 1'-0"

3 SLIDING DOOR HEAD

REVISIONS DATE

A-302 SCALE: 3" = 1'-0"

13 JAMB DETAIL AT PHARMACY

A-302 SCALE: 3" = 1'-0"

FIXED JAMB DETAIL AT

PHARMACY

A-302 SCALE: 3" = 1'-0"

12 MEETING RAIL

DRAWING NUMBER

DWG. OF

PROJECT TITLE

ISSUE DATE CHECKED DRAWN

PHASEDRAWING TITLE

FULLY

SPRINKLERED

LOCATION

BUILDING

PROJECT NUMBER

Approved: Chief, Engineering Service

Brian C. McClung

Approved: VA Medical Center Director

Peggy Kearns, MS, RD, FACHE

ARCHITECT/ENGINEER OF RECORD SEALEngineering Service

GENERAL STRUCTURAL NOTES CONSTRUCTION

DOCUMENTS

LAS VEGAS PHARMACY

RENOVATION

05/21/18 RID JTB

S-001 12 49

NORTH LAS VEGAS, NV

593-18-104

1. INTERNATIONAL BUILDING CODE - 2012 EDITION

2. AISC MANUAL OF STEEL CONSTRUCTION - 14th EDITION.

3. ACI BUILDING CODE REQUIREMENTS FOR REINFORCED

CONCRETE - ACI 318-11.

C. BUILDING OCCUPANCY:

D. DESIGN LOADS

A. SCOPE: THIS SPECIFICATION OUTLINES THE STRUCTURAL DESIGN

CRITERIA FOR SOUTHERN NEVADA VAMC, WHEN A DIFFERENCE

EXISTS BETWEEN THIS SPECIFICATION AND ANY OTHER GOVERNING

CODE, THE MORE STRINGENT SHALL CONTROL. ANY OTHER ITEMS

NOT COVERED THEREIN SHALL BE COMMENSURATE WITH GOOD

ENGINEERING PRACTICE.

B. APPLICABLE CODES AND STANDARDS

2. GRAVITY LIVE LOADS:

1. DEAD LOADS: WEIGHT OF STRUCTURE AND ALL

THINGS PERMANENTLY ATTACHED.

SELF WEIGHT OF BEAM: 15.62 LBS/FT

WEIGHT OF SLIDING DOOR: 200 LBS

LIVE LOAD 20 PSF

IV

DESIGN CRITERIA

GENERAL CONDITIONS

A. CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO

CONSTRUCTION. DO NOT SCALE DRAWINGS.

B. DO NOT REPRODUCE CONTRACT DOCUMENTS OR COPY STANDARD

PRINTED INFORMATION AS BASIS OF SHOP DRAWINGS.

C. STRUCTURAL CONSTRUCTION DOCUMENTS RELEASED BY THIS

OFFICE ARE ASSUMED TO BE COMPLETE AND ACCURATE YET

PROBLEMS MAY ARISE DURING CONSTRUCTION. COMMUNICATION

WITH CONTRACTOR, ENGINEER, ARCHITECT AND OTHER PARTIES

INVOLVED WITH THIS PROJECT WILL PROVIDE THE BEST POSSIBLE

BUILDING.

D. CONTRACTOR IS RESPONSIBLE FOR ALL CONSTRUCTION

PRACTICES INCLUDING TECHNIQUES, PROCEDURES AND THE

SEQUENCE OF CONSTRUCTION. CONTRACTOR SHALL NOTIFY

STRUCTURAL ENGINEER IF A CONFLICT ARISES DUE TO

VARIATIONS OR OTHER PROBLEMS WITH THE CONSTRUCTION

DOCUMENTS.

E. DURING ERECTION OF THE BUILDING, THE CONTRACTOR SHALL BE

RESPONSIBLE FOR TEMPORARY BRACING TO WITHSTAND ALL

LOADS TO WHICH THE STRUCTURE MAY BE SUBJECTED, INCLUDING

LATERAL LOADS, STOCKPILES OF MATERIALS AND EQUIPMENT.

SUCH BRACING SHALL BE LEFT IN PLACE AS LONG AS MAY BE

REQUIRED FOR SAFETY AND UNTIL ALL STRUCTURAL FRAMING AND

DIAPHRAGMS ARE IN PLACE WITH CONNECTIONS COMPLETED.

F. OBSERVATIONS OF JOBSITE OTHER THAN REQUIRED INSPECTIONS

BY ENGINEER ARE NOT CONSTRUCTION APPROVALS.

G. STRUCTURAL ENGINEER MUST BE NOTIFIED AT LEAST 48 HOURS

PRIOR TO ANY REQUIRED CONSTRUCTION OBSERVATION.

H. DO NOT PLACE BACKFILL AGAINST BASEMENT WALLS UNTIL ALL

SUPPORTING ELEMENTS ARE IN PLACE AND SECURELY

ANCHORED OR UNTIL ADEQUATE SHORING IS INSTALLED.

I. ISOLATE ALL DOOR JAMBS FROM FLOOR SLABS A MINIMUM OF 1/2"

TO ALLOW FOR POSSIBLE VERTICAL MOVEMENT

J. PROVIDE SLEEVES FOR ALL PIPES PLACED THROUGH CONCRETE

BEAMS, WALLS, COLUMNS OR SLABS.

K. THE BUILDER AND FUTURE OWNER SHOULD BE MADE AWARE OF

THE CHANCE OF MOVEMENT AND CRACKING OF CONCRETE SLABS

PLACED DIRECTLY ON COMPACTED SOIL.

L. L.VERIFY ALL OPENINGS THROUGH FLOOR, ROOF, AND WALLS WITH

MECHANICAL AND ELECTRICAL CONTRACTORS

STRUCTURAL STEEL

C. EXECUTION:

B. MATERIALS:

A. REFERENCED STANDARDS:

1. AISC 303-10, CODE OF STANDARD PRACTICE FOR STEEL

BUILDINGS AND BRIDGES

2. AISC 360-10, SPECIFICATION FOR STRUCTURAL STEEL

BUILDINGS

3. ASTM A36, STANDARD SPECIFICATION FOR CARBON

STRUCTURAL STEEL

4. ASTM A53, STANDARD SPECIFICATION FOR PIPE, STEEL,

BLACK AND HOT-DIPPED, ZINC-COATED WELDED AND

SEAMLESS

5. ASTM A325, STANDARD SPECIFICATION FOR STRUCTURAL

BOLTS, STEEL, HEAT TREATED, 120/105 KSI MINIMUM

TENSILE STRENGTH

6. ASTM A500, STANDARD SPECIFICATION FOR COLD

FORMED WELDED AND SEAMLESS CARBON STEEL

STRUCTURAL TUBING IN ROUNDS AND SHAPES

7. ASTM A501, STANDARD SPECIFICATION FOR HOT-FORMED

WELDED AND SEAMLESS CARBON STEEL STRUCTURAL

TUBING

8. ASTM A992, STANDARD SPECIFICATION FOR STRUCTURAL

STEEL SHAPES

9. ASTM F1554, STANDARD SPECIFICATION FOR ANCHOR

BOLTS, STEEL, 36, 55 AND 105 KSI YIELD STRENGTH

10. AWS D1.1, STRUCTURAL WELDING CODE-STEEL

1. DETAIL, FABRICATE AND ERECT STRUCTURAL STEEL IN

ACCORDANCE WITH AISC MANUAL OF STEEL

CONSTRUCTION, CODE OF STANDARD PRACTICE AND

CHAPTER 22 OF THE IBC PER THE REQUIREMENTS OF THE

AUTHORITY HAVING JURISDICTION.

2. WELDING SHALL BE PERFORMED BY AN AWS CERTIFIED

WELDER

3. WELDING SHALL BE DONE WITH LOW HYDROGEN

ELECTRODES OR USING A LOW HYDROGEN WELDING

PROCESS

4. WELDING PROCEDURES SHALL CONFORM WITH THE QUALITY

CONTROL REQUIREMENTS REQUIRED BY THE APPLICABLE

CODE

5. WELDING PROCEDURES ARE THE RESPONSIBILITY OF THE

STRUCTURAL STEEL CONTRACTOR

6. COMPLETE JOINT PENETRATION WELDS SHALL BE

ULTRASONICALLY INSPECTED WITH RESULTS SENT TO THE

ENGINEER OF RECORD

7. SHOP PRIME AND PAINT STEEL PER THE OWNER'S

SPECIFICATIONS

8. PAINTING DONE ON STEEL MEMBERS SHOULD BE AT LEAST

3" FROM FIELD WELDS UNLESS WELDS ARE COMPLETED.

9. EXPOSED STRUCTURAL STEEL, INCLUDING ANCHOR RODS,

SHALL BE HOT DIPPED GALVANIZED OR EQUALLY

PROTECTED

10. TEMPORARY SUPPORT (BRACING) SYSTEM SHALL MEET THE

REQUIREMENTS OF AISC SPECIFICATION AND AISC CODE OF

STANDARD PRACTICE. TEMPORARY SUPPORT (BRACING)

SYSTEM SHALL REMAIN IN PLACE UNTIL THE STEEL FRAME IS

COMPLETE AND ALL CONNECTING DIAPHRAGM AND

NON-STRUCTURAL-STEEL ELEMENTS ARE COMPLETE

1. STEEL WIDE FLANGE BEAMS ASTM A992

2. PLATES AND ANGLES ASTM A36

3. HOLLOW STRUCTURAL SECTIONS ASTM A500, GRADE B

4. PIPE COLUMNS ASTM A53, GRADE B

5. HIGH STRENGTH BOLTS A325, UNLESS NOTED OTHERWISE

6. BOLTS (OTHER THAN HIGH STRENGTH) A307, GRADE A

7. ANCHOR RODS ASTM F1554, GRADE 36 UNLESS NOTED

OTHERWISE

8. PLAIN WASHERS ANSI B 18.22.1-65 (R2006)

9. WELDING ELECTRODES E70XX RODS CONFORMING TO AWS A5.20,A5.18

OR A5.1

15 16

2'

2"

7' - 11"

T.

O

.S . 8

'-2

H

SS

6x 4x

1/

HSS4x 4x

1/4

HSS4x 4x

1/4

S-101

S-101

6x6x1/4" STEEL PLATE, BOTH SIDES

WITH (2) 3/4"Ø A325-N THRU BOLTS

1/2"

END OF BEAM, BEHIND 2"

1/

2"

3"

1/

2"

3/16

T.O. STEEL

SEE PLAN

HSS COLUMN, SEE PLAN

HSS BEAM, SEE PLAN

S-101

1 1/2"2"

1/

2"

TY

P.

1" , TYP.

6" 1' - 0"

HSS COLUMN, SEE PLAN 1/4" BASE PLATE, WITH (4)

3/4"Ø EPOXY ANCHORS,

MINIMUM 3 1/2 INCH

EMBEDMENT

3/16

5"

HSS POST

1/2" BASE PLATE

1/2"Ø S.S. EXP

ANCHORS W/ 2"

EMBED AT 8" O.C.

SECTION A-A

DUCT, SEE MECHANICAL

HSS 4x4x1/4"

2'-0" MIN.

3'-6" MAX.

4' -0

" M

AX

3' -6

" M

IN

ROOF DECK

HSS FRAME AT 8'-0"

MAX. O.C.

HSS 3"Øx1/4" TYP.

1/4" CAP PLATE

WITH SEAL WELD,

TYP.

6' -0

" M

AX

A A

1/4

TYP.

1/4

TYP.

NOTES:

1. SEE MH104 FOR LOCATION

2. ALL STEEL MEMBERS AND ANCHORS

ARE HDG AT EXTERIOR LOCATIONS

DRAWING NUMBER

DWG. OF

PROJECT TITLE

ISSUE DATE CHECKED DRAWN

PHASEDRAWING TITLE

FULLY

SPRINKLERED

LOCATION

BUILDING

PROJECT NUMBER

Approved: Chief, Engineering Service

Brian C. McClung

Approved: VA Medical Center Director

Peggy Kearns, MS, RD, FACHE

ARCHITECT/ENGINEER OF RECORD SEALEngineering Service

KEY PLAN

NORTH

STRUCTURAL PLAN AND DETAILS CONSTRUCTION

DOCUMENTS

LAS VEGAS PHARMACY

RENOVATION

05/21/18 RID JTB

S-101 13 49

NORTH LAS VEGAS, NV

593-18-104

S-101 SCALE: 1/4" = 1'-0"

MAIN PHARMACY AREA

STRUCTURAL PLAN

S-101 SCALE: 1 1/2" = 1'-0"

2 COLUMN SECTION

S-101 SCALE: 1 1/2" = 1'-0"

3 COLUMN BASE PLATE

1' 2'0 6"

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

4' 8'0 2'

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

GENERAL NOTES

1. PROVIDE HILTI HAS THREADED ANCHORS

WITH HILTI HIT-HY-100 ADHESIVE

REVISIONS DATE

S-101 SCALE: 1 1/2" = 1'-0"

4 DUCT SUPPORT

S

S

S S

J

K

15 16

F

F

F

K

2 3

F

F F

S FIRE ALARM SPEAKER

FIRE SPRINKLER

F

DRAWING NUMBER

DWG. OF

PROJECT TITLE

ISSUE DATE CHECKED DRAWN

PHASEDRAWING TITLE

FULLY

SPRINKLERED

LOCATION

BUILDING

PROJECT NUMBER

Approved: Chief, Engineering Service

Brian C. McClung

Approved: VA Medical Center Director

Peggy Kearns, MS, RD, FACHE

ARCHITECT/ENGINEER OF RECORD SEALEngineering Service

KEY PLAN

NORTH

MAIN PHARMACY AND ONCOLOGY

FIRE PROTECTION DEMO PLAN

CONSTRUCTION

DOCUMENTS

LAS VEGAS PHARMACY

RENOVATION

05/21/18 JM WBR

FP101

14 49

NORTH LAS VEGAS, NV

593-18-104

FP101 SCALE: 1/4" = 1'-0"

MAIN PHARMACY AREA

DEMO FIRE PROTECTION

PLAN

FP101 SCALE: 1/4" = 1'-0"

ONCOLOGY AREA DEMO

FIRE PROTECTION PLAN

1. ALL WORK ASSOCIATED WITH THE SPRINKLER

SYSTEM AND FIRE ALARM SYSTEM SHALL

CONFORM TO THE REQUIREMENTS OF THE VA

FIRE PROTECTION DESIGN GUIDE, NFPA 101

AND ITS REFERENCED STANDARDS.

GENERAL NOTES

KEY NOTES#

1. EXISTING FIRE SPRINKLER TO BE REMOVED.

ONCE REMOVED, EXISTING SPRINKLER SHALL

NOT BE RE-INSTALLED.

2. EXISTING FIRE ALARM SPEAKER TO BE

RELOCATED.

LEGEND

4' 8'0 2'

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

REVISIONS DATE

Randolph Image

Randolph Typewritten Text 10 April 2018

S

S

S

S

K

2 3

F

F

F

1 1

1 1

J

K

15 16

F

F

F

1 1

S FIRE ALARM SPEAKER

FIRE SPRINKLER

F

DRAWING NUMBER

DWG. OF

PROJECT TITLE

ISSUE DATE CHECKED DRAWN

PHASEDRAWING TITLE

FULLY

SPRINKLERED

LOCATION

BUILDING

PROJECT NUMBER

Approved: Chief, Engineering Service

Brian C. McClung

Approved: VA Medical Center Director

Peggy Kearns, MS, RD, FACHE

ARCHITECT/ENGINEER OF RECORD SEALEngineering Service

KEY PLAN

NORTH

MAIN PHARMACY AND ONCOLOGY

FIRE PROTECTION PLAN

CONSTRUCTION

DOCUMENTS

LAS VEGAS PHARMACY

RENOVATION

05/21/18 JM WBR

FP102

15 49

NORTH LAS VEGAS, NV

593-18-104

FP102 SCALE: 1/4" = 1'-0"

ONCOLOGY AREA FIRE

PROTECTION PLAN

FP102 SCALE: 1/4" = 1'-0"

MAIN PHARMACY AREA FIRE

PROTECTION PLAN

GENERAL NOTES

KEY NOTES#

1. NEW SPRINKLER AND PIPING TO BE INSTALLED

TO MEET THE SPACING REQUIREMENTS OF

NFPA 13 FOR A LIGHT HAZARD OCCUPANCY.

INSTALLED NEW SPRINKLERS IN LOCATIONS

AND QUANTITIES NECESSARY TO MEET

SPACING REQUIREMENTS AFTER

COORDINATION WITH EQUIPMENT INCLUDING

LIGHT FIXTURES AND DIFFUSERS. PROVIDE

ALL PIPING AND ASSOCIATED SUPPORTS AS

REQUIRED BY NFPA 13.

2. EXISTING FIRE ALARM SPEAKER TO BE

RELOCATED TO LOCATION SHOWN. PROVIDE

ALL WIRING, CONDUIT, BOXES AND SUPPORTS

AS REQUIRED. NEW WIRING SHALL BE OF

SAME SIZE AND TYPE AS EXISTING. ANY

REQUIRED SPLICES IN WIRING SHALL BE MADE

TO TERMINAL STRIPS IN A DEDICATED BOX.

THE USE OF WIRE NUTS IS PROHIBITED.

1. ALL WORK ASSOCIATED WITH THE SPRINKLER

SYSTEM AND FIRE ALARM SYSTEM SHALL

CONFORM TO THE REQUIREMENTS OF THE VA

FIRE PROTECTION DESIGN GUIDE, NFPA 101

AND ITS REFERENCED STANDARDS.

2. NEW SPRINKLER WORK SHALL BE IN

ACCORDANCE WITH SPECIFICATION SECTION

21 13 13

3. NEW FIRE ALARM WORK SHALL BE IN

ACCORDANCE WITH SPECIFICATION SECTION

28 31 00

4. AFTER INSTALLATION OF THE SPRINKLER

SYSTEM IS COMPLETE, THE ZONE(S)

AFFECTED BY THE WORK SHALL BE

HYDROSTATICALLY TESTED IN ACCORDANCE

WITH SPECIFICATION 21 13 13, SECTION 3.2

AND IN ACCORDANCE WITH NFPA 13

LEGEND

4' 8'0 2'

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

REVISIONS DATE

Randolph Image

Randolph Typewritten Text 10 April 2018

AAHX AIR TO AIR HEAT EXCHANGER

AB AIR BLENDER

ACC AIR COOLED CONDENSER

ACCH AIR COOLED CHILLER

ACCU AIR-COOLED CONDENSING UNIT

ACU AIR CONDITIONING UNIT

ACD AUTOMATIC CONTROL DAMPER,

MODULATING

ACD-TP AUTOMATIC CONTROL DAMPER,

TWO POSITION

AD ACCESS DOOR

AF AFTER FILTER

AFCV AIR FLOW CONTROL VALVE

AFF ABOVE FINISHED FLOOR

AFMD AIR FLOW MEASURING DEVICE

AHU AIR-HANDLING UNIT

AMP AMPERAGE

AP ACCESS PANEL

APD AIR PRESSURE DROP

ARI AIR CONDITIONING AND

REFRIGERATION INSTITUTE

AS AIR SEPARATOR

ASME AMERICAN SOCIETY OF

MECHANICAL ENGINEERS

AW AIR WASHER

AXF AXIAL FLOW

B BOILER

BD BUTTERFLY DAMPER

BDD BACKDRAFT DAMPER

BDR BASE BOARD RADIATOR

BFP BACKFLOW PREVENTER

BG BOTTOM GRILLE

BHP BRAKE HORSEPOWER

BHW HOT WATER HEATING BOILER

BR BOTTOM REGISTER

BSC BIOLOGICAL SAFETY CABINETS

BTU BRITISH THERMAL UNIT

BTUH BRITISH THERMAL UNIT PER HOUR

BWT BOILER PLANT WATER TUBE

C CENTIGRADE (CELSIUS)

CC COOLING COIL

CCD COOLING COIL CONDENSATE

DRAIN

CD CEILING DIFFUSER

CENT CENTRIFUGAL

CFH CUBIC FEET PER HOUR

CFM CUBIC FEET PER MINUTE

CFT CUBIC FEET

CFP CHEMICAL FEED PUMP

CG CEILING GRILLE

CH CHILLER

CHP CHILLED WATER PUMP

CHW CHILLER WATER

CHR CHILLED WATER RETURN

CHS CHILLED WATER SUPPLY

CO CLEAN OUT

CO CARBON MONOXIDE

CO2 CARBON DIOXIDE

COMP COMPRESSOR UNIT

COP COEFFICIENT OF PERFORMANCE

CP CONDENSATE PUMP

CR CEILING REGISTER

CS CONDENSATE STORAGE TANK

CSG CLEAN STEAM GENERATOR

CT COOLING TOWER

CU CONDENSING UNIT

CUH CABINET UNIT HEATER

CV CONSTANT VOLUME

CW COLD WATER (POTABLE)

CWCC CHILLED WATER COOLING COIL

CWP CONDENSER WATER PUMP

CWR CONDENSER WATER RETURN

(TO COOLING TOWER)

CWS CONDENSER WATER SUPPLY

(FROM COOLING TOWER)

D DEMOLITION

DB DECIBELS

Db DRY-BULB TEMPERATURE

DDC DIRECT DIGITAL CONTROLS

DEG DEGREE

DF DIFFUSER

DIA DIAMETER

DIW DEIONIZED WATER

DP DEW POINT TEMPERATURE

DP DIFFUSER PLATE

DPA DIFFERENTIAL PRESSURE

ASSEMBLY

DPS DIFFERENTIAL PRESSURE

SENSOR

DX DIRECT EXPANSION

DXCC DIRECT EXPANSION COOLING

COIL

EA EXHAUST AIR

EAT ENTERING AIR TEMPERATURE

EC EVAPORATIVE COOLER

ECC ENGINEERING CONTROL CENTER

ECU EVAPORATIVE CONDENSER UNIT

EDH ELECTRIC DUCT HEATER

EER ENERGY EFFICIENCY RATIO

EF EXHAUST FAN

EG EXHAUST GRILLE

EGS EMERGENCY GAS SHUTOFF

EGT ENTERING GLYCOL TEMP

EH EXHAUST HOOD

EMD END OF MAIN DRIP (STEAM)

ENT ENTERING

ER EXHAUST REGISTER

ERC ELECTRIC REHEAT COIL

ERP ELECTRIC RADIANT PANEL

ESP EXTERNAL STATIC PRESSURE

ET EXPANSION TANK

ETO ETHYLENE OXIDE

EUH ELECTRIC UNIT HEATER

EWC EVAPORATIVE WATER COOLER

EWT ENTERING WATER TEMPERATURE

EX EXISTING

F FAHRENHEIT

F&T FLOAT AND THERMOSTATIC

FA FREE AREA

FC FLEXIBLE CONNECTION

FCU FAN COIL UNIT

FD FLOOR DRAIN

FD FIRE DAMPER

FF FINAL FILTER

FHX FLUE GAS/FEEDWATER HEAT

EXCHANGER

FM FLOW METER

FOP FUEL OIL PUMP

FOT FUEL OIL TANK

FOHX FUEL OIL HEAT EXCHANGER

FPM FEET PER MINUTE

FPS FEET PER SECOND

FPTU FAN POWERED TERMINAL UNIT

FR FLOOR REGISTER

FRP FIBER REINFORCED POLYESTER

FS FLOW SWITCH

FSD COMBINATION FIRE SMOKE

DAMPER

FSTAT FREEZESTAT

FT FEET

FT-LB FOOT-POUND

FTR FIN TUBE RADIATION

FV FACE VELOCITY

GA GAUGE

GAL GALLONS

GH GRAVITY HOOD

GLR GROUND LOOP RETURN

GLS GROUND LOOP SUPPLY

GPD GALLONS PER DAY

GPH GALLONS PER HOUR

GPM GALLONS PER MINUTE

GPR GAS PRESSURE REGULATOR

GS GALVANIZED STEEL

GSHP GROUND SOURCE HEAT PUMP

H HUMIDIFIER

HAC HOUSEKEEPING AID CLOSET

HB HOSE BIBB

HC HEATING COIL

HD HEAD

HD HOOD

HOA HAND/OFF/AUTOMATIC

HP HEAT PUMP / HORSEPOWER

HPDT HIGH PRESSURE DRIP TRAP

HPR HIGH PRESSURE RETURN

(STEAM CONDENSATE)

HPS HIGH PRESSURE STEAM

HRC HEAT RECOVERY COIL

HRD HEAT RECOVERY DEVICE

HRP HYDRONIC RADIANT (CEILING)

PANEL

HRW HEAT RECOVERY WHEEL

HSTAT HUMIDISTAT

HTM HUMIDIFIER TERMINAL

HUM HUMIDIFIER UNIT MOUNTED

HVU HEATING AND VENTILATING UNIT

HW HOT WATER

HWC HOT WATER COIL

HWP HEATING HOT WATER PUMP

HWR HEATING HOT WATER RETURN

HWS HEATING HOT WATER SUPPLY

HWUH HOT WATER UNIT HEATER

HVD HOISTWAY VENT DAMPER

HX HEAT EXCHANGER

HZ HERTZ

I/O INPUT/OUTPUT

IAQ INDOOR AIR QUALITY

IBT INVERTED BUCKET TRAP

ID INSIDE DIAMETER

IFB INTEGRAL FACE AND BYPASS

IN INCHES

IN HG INCHES OF MERCURY

IN WC INCH WATER COLUMN

IN-LB INCH POUND

IPLV INTEGRATED PART LOAD VALUE

IRH INFRARED HEATER

IU INDUCTION UNIT

IV INLET VANES

kg KILOGRAM kg/HR KILOGRAM PER HOUR kPa KILOPASCAL kW KILOWATT kWh KILOWATT HOUR

L LITER

L/h LITERS PER HOUR L/m LITERS PER MINUTE L/s LITERS PER SECOND

LAT LEAVING AIR TEMPERATURE

LBS/HR POUNDS PER HOUR

LF LINEAR FOOT (FEET)

LGT LEAVING GLYCOL TEMPERATURE

LH LATENT HEAT

LPG LIQUID PROPANE GAS

LPR LOW PRESSURE RETURN

(STEAM CONDENSATE)

LPRC LOW PRESSURE STEAM RETURN

(CLEAN)

LLHX LIQUID TO LIQUID HEAT

EXCHANGER

LPS LOW PRESSURE STEAM

LPSC LOW PRESSURE STEAM (CLEAN)

LSD LINEAR SLOT DIFFUSER

LTCP LOCAL TEMPERATURE CONTROL

PANEL

LVG LEAVING

LVR LOUVER

LWT LEAVING WATER TEMPERATURE

M METER, SI UNIT

M/s METERS PER SECOND

MA MIXED AIR

MAT MIXED AIR TEMPERATURE

MAU MAKE-UP AIR UNIT

MAV MANUAL AIR VENT

MB MIXING BOX

MBH 1000 BTUH

MCA MINIMUM BRANCH CIRCUIT

AMPACITY

MERV MINIMUM EFFICIENCY REPORTING

VALUE

MHP MOTOR HORSEPOWER

MIN MINIMUM

MM MILLIMETER

MOV MOTOR OPERATED VALVE

MPR MEDIUM PRESSURE RETURN

(STEAM CONDENSATE)

MPS MEDIUM PRESSURE STEAM

MTD MEAN TEMPERATURE

DIFFERENCE

MZ MULTI-ZONE

NA NOT APPLICABLE

NC NOISE CRITERIA

NC NORMALLY CLOSED

NG NATURAL GAS

NGFM NATURAL GAS FLOWMETER

NO NORMALLY OPEN

NOAA NATIONAL OCEANIC &

ATMOSPHERIC ADMINISTRATION

NOM NOMINAL

NPLV NON-STANDARD PART LOAD

VALUE

NPSH NET POSITIVE SUCTION HEAD

NTS NOT TO SCALE

OA OUTSIDE AIR

OAG OUTSIDE AIR GRILLE

OAI OUTSIDE AIR INTAKE

OD OUTSIDE DIAMETER

OFM OIL FLOWMETER

P PUMP

PA PASCAL

PC PUMPED CONDENSATE

PCF POUNDS PER CUBIC FOOT

PD PRESSURE DROP

PF PRE-FILTER

PG PRESSURE GAGE

PGW PROPYLENE GLYCOL-WATER

(SOLUTION)

PHC PREHEAT COIL

PPM PARTS PER MILLION

PRS PRESSURE REGULATING (VALVE)

STATION

PRV PRESSURE REGULATING VALVE

PSI POUNDS PER SQUARE INCH

PSIA POUNDS PER SQUARE INCH

ABSOLUTE

PSIG POUNDS PER SQUARE INCH

GAGE

PSS PRIMARY SECONDARY SYSTEM

PSV PRESSURE SAFETY VALVE

PTAC PACKAGED TERMINAL AIR

CONDITIONER

RA RETURN AIR

RAD REFRIGERANT AIR DRYER

RAF RADIO FREQUENCY

RAHX ROTARY AIR HEAT EXCHANGER

RAT RETURN AIR TEMPERATURE

RCCH REMOTE CONDENSER CHILLER

RCU RECIPROCATING CHILLER UNIT

RD REFRIGERANT DISCHARGE

REA RELIEF AIR

RF RETURN FAN

RFZ RADIANT FLOOR ZONE

RG RETURN GRILLE

RH RELATIVE HUMIDITY

RHC REHEAT COIL

RHG REFRIGERANT HOT GAS

RL REFRIGERANT LIQUID LINE

RLA RUN LOAD AMPERE

RO REVERSE OSMOSIS

RPM REVOLUTIONS PER MINUTE

RR RETURN REGISTER

RS REFRIGERANT SUCTION LINE

RTU ROOF TOP UNIT

RV RELIEF VALVE

SA SUPPLY AIR

SAD SOUND ATTENUATING DEVICE

SAT SUPPLY AIR TEMPERATURE

SC SHADING COEFFICIENT

SCFM STANDARD CUBIC FEET PER

MINUTE

SCR SILICON CONTROLLED RECTIFIER

SD SMOKE DETECTOR

SD SUPPLY AIR DIFFUSER

SDPR SMOKE DAMPER

SEN SENSIBLE HEAT

SF SUPPLY FAN

SG SUPPLY AIR GRILLE

SH STEAM HUMIDIFIER

SHC STEAM HEATING COIL

SI SQUARE INCHES

SMACNA SHEET METAL AND AIR

CONDITIONING CONTRACTORS'

NATIONAL ASSOCIATION

SP STATIC PRESSURE

SP GR SPECIFIC GRAVITY

SPD SUPPLY PROCESS AND

DISTRIBUTION

SPS STATIC PRESSURE SENSOR

SQ FT SQUARE FOOT (FEET)

SS STAINLESS STEEL

SSHX STEAM TO STEAM HEAT

EXCHANGER

SSR SOLID SEPARATOR

ST STEAM TRAP

SUH STEAM UNIT HEATER

SV STEAM PRESSURE REDUCING

VALVE

SVS STEAM VENT SILENCER

SWHX STEAM TO WATER HEAT

EXCHANGER

T & PCV TEMPERATURE AND PRESSURE

CONTROL VALVE

TAB TESTING, ADJUSTING, BALANCE

TD TEMPERATURE DIFFERENCE

TDH TOTAL DYNAMIC HEAD

TDS TOTAL DISSOLVED SOLIDS

TG TRANSFER GRILLE

TP TRAP

TR TOP REGISTER

TSP TOTAL STATIC PRESSURE

TSTAT THERMOSTAT

TU TERMINAL UNIT

UC UNDER CUT

UC UNIT COOLER

UH UNIT HEATER

UL UNDERWRITERS LABORATORY

URV UPBLAST UNIT VENTILATOR

V VALVE

VAV VARIABLE AIR VOLUME

VD VOLUME DAMPER

VFD VARIABLE FREQUENCY DRIVE

VI VIBRATION ISOLATOR

VIV VARIABLE INLET VANES

VP VACUUM PUMP

VPS VARIABLE PRIMARY SYSTEM

VR VACUUM (STEAM CONDENSATE)

RETURN

VSD VARIABLE SPEED DRIVE

VUH VERTICAL UNIT HEATER

W WATTS

Wb WET-BULB (TEMPERATURE)

WC WATER COOLED

WCCH WATER COOLED CHILLER

WCCU WATER COOLED CONDENSING

UNIT

WCPU WATER COOLED PACKAGED UNIT

WF WATER FILTER

WFCV WATER FLOW CONTROL VALVE

WFM WATER FLOWMETER

WFMD WATER FLOW MEASURING DEVICE

WG WATER GAGE

WPD WATER SIDE PRESSURE DROP

WSHP WATER SOURCE HEAT PUMP

YR YEAR

MECHANICAL ABBREVIATIONS GENERAL NOTES

1. ALL PIPING AND DUCTS IN FINISHED ROOMS OR

SPACES SHALL BE CONCEALED IN A FURRED CHASE OR

ABOVE THE HARD SUSPENDED CEILING.

2. THE FIRST FIGURE OF DUCT SIZE INDICATEDS

DIMENSION OF FACE SHOWN OR INDICATED. DUCT

SIZES ARE NET INSIDE DIMENSIONS.

3. ACCESS PANELS IN HARD CEILINGS ARE REQUIRED

FOR ALL VALVES, TRAPS, DAMPERS, CLEANOUTS,

CONTROLS, ETC. [ACCESS PANELS SHALL BE

FURNISHED AND INSTALLED PER THE ARCHITECTURAL

SPECIFICATIONS].

4. TOTAL STATIC PRESSURE NOTED IN THE SCHEDULES

INCLUDES DUCT SYSTEM, TERMINAL UNITS, FILTERS,

COILS, ETC.

5. FOR TYPICAL STEAM AND WATER PIPING

CONNECTIONS TO EQUIPMENT, SEE STANDARD

EQUIPMENT DETAILS.

6. DIFFUSER, REGISTER AND GRILLE SIZES SHOWN ON

FLOOR PLANS ARE NECK SIZES.

7. WATER PIPE CONNECTIONS TO AIR HEATING AND

COOLING COILS SHALL BE MADE TO PROVIDE COUNTER

FLOW BETWEEN WATER AND AIR.

8. REFER TO ARCHITECTURAL REFLECTED CEILING PLANS

FOR EXACT LOCATIONS OF CEILING DIFFUSERS,

REGISTERS AND GRILLES.

9. HANGERS SHALL BE ISOLATED BY TYPES OF ITEMS

THEY SUPPORT, DUCTS INDEPENDENT FROM PIPES,

CABLE TRAYS, ETC.

MECHANICAL SYMBOLS LEGEND

SUPPLY DUCT (UP & DOWN)

FLEXIBLE CONNECTION, EQUIPMENT, VIBRATION,

OR SEISMIC

UP

DN

UP DN

UP

DN

R

D

MD

FD

VANED ELBOW (PROVIDE ALL SQUARE OR RECTANGULAR

ELBOWS WITH VANES EVEN IF SYMBOL IS MISSING)

VANED ELBOW (SHORT RADIUS)

STANDARD RADIUS ELBOW (LONG RADIUS)

NEW DUCT (INSIDE DIMENSIONS: WIDTH x DEPTH)

EXISTING DUCT TO REMAIN

EXISTING DUCT TO BE REMOVED

LOUVER (LOUVER SPECIFIED IN ARCHITECTURAL SECTION.)

FLEXIBLE DUCTWORK (INSULATED

DUCT WITH SOUND LINING

MANUAL VOLUME DAMPER

FIRE DAMPER

BACKDRAFT DAMPER

BDD

10x6

EXHAUST DUCT (UP & DOWN)

RETURN DUCT (UP & DOWN

ROUND AND SQUARE 4-WAY CEILING DIFFUSERS

SQUARE 3-WAY CEILING DIFFUSERS

SQUARE 2-WAY CEILING DIFFUSERS

SQUARE 1-WAY CEILING DIFFUSERS

LINEAR SLOT DIFFUSER

SUPPLY TOP REGISTER OR GRILLE (WALL TYPE)

EXHAUST OR RETURN CEILING REGISTER OR GRILLE

EXHAUST OR RETURN BOTTOM REGISTER OR GRILLE (WALL TYPE)

EXHAUST OR RETURN REGISTER OR TOP GRILLE (WALL TYPE)

VANED ELBOW & AIR SPLIT TYPE DUCT TAKE-OFF

CONNECT NEW DUCT TO EXISTING DUCT

INCLINED RISE, IN DIRECTION OF AIRFLOW

INCLINDED DROP, IN DIRECTION OF AIR FLOW

LIMIT OF DEMOLITION

CD-1

#ø

##CFM

NECK SIZE (IN.)

DIFFUSER/GRILLE TAG

CFM

DRAWING NUMBER

DWG. OF

PROJECT TITLE

ISSUE DATE CHECKED DRAWN

PHASEDRAWING TITLE

FULLY

SPRINKLERED

LOCATION

BUILDING

PROJECT NUMBER

Approved: Chief, Engineering Service

Brian C. McClung

Approved: VA Medical Center Director

Peggy Kearns, MS, RD, FACHE

ARCHITECT/ENGINEER OF RECORD SEALEngineering Service

MECHANICAL ABBREVIATIONS AND

SYMBOLS

CONSTRUCTION

DOCUMENTS

LAS VEGAS PHARMACY

RENOVATION

05/21/18 CDL TJH

MG001

16 49

NORTH LAS VEGAS, NV

593-18-104

INDOOR OUTDOOR

SUMMER WINTER SUMMER WINTERROOM

DESCRIPTION

0.4% F Db 0.4% F Wb 99.6% F DbF Db % RH F Db

109.2 67.6 27.7

OUTSIDE DESIGN CONDITIONS PER VA HVAC DESIGN MANUAL 2017

GENERAL OFFICE

PHARMACY GENERAL

PHARM. COMPOUNDING AREAS

68 30-60

30-60

30-60 70

2 3

TU

-1

N 2-

(D )T

U -1

N 2-

(D )T

U -1

N 2-

TU

-7

-1

12"ø EA

EG-1

8"ø

EG-1

8"ø

EG-1

8"ø

CR-1

8"x6"

(D)CD-1

8"x6"

8"x6" RA

CR-2

14"x8…