36C24919R0128-0003005.pdf

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A L

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N

N O

R T H C A R O L

I N

A

A R

AFF ABOVE FINISHED FLOOR

ACP/APC ACOUSTIC CEILING PANEL/

ACOUSTIC PANEL CEILING

ACT ACOUSTIC(AL) TILE

ADJ ADJUSTABLE

ADT'L ADDITIONAL

AGG AGGREGATE

ALT ALTERNATE

AL ALUMINUM

APPROX APPROXIMATE(LY)

ASPH ASPHALT

AUTO AUTOMATIC

B/O BOTTOM OF

BD BOARD

BLDG BUILDING

BLKG BLOCKING

BOT BOTTOM

BRG BEARING

CENTERLINE

C/C CENTER TO CENTER

CJ CONTROL JOINT

CLL CONTRACT LIMIT LINE

CEM CEMENT(ITIOUS)

CMU CONCRETE MASONRY UNIT

CLG CEILING

CLR CLEAR

COL COLUMN

CONC CONCRETE

CONST CONSTRUCTION

CONT CONTINUOUS

CPT CARPET

CT CERAMIC TILE

CTR CENTER(ED)

DF DRINKING FOUNTAIN

DS DOWNSPOUT

DBL DOUBLE

DEG DEGREE

DEMO DEMOLITION

DET/DTL DETAIL

DIA DIAMETER

DIM DIMENSION

DN DOWN

DWG(S) DRAWING(S)

E EAST

EC ELECTRICAL CONTRACTOR

EHO ELECTRICAL HOLD OPEN

EJ EXPANSION JOINT

EW EACH WAY

EA EACH

EIFS EXTERIOR INSULATION

FINISH SYSTEM

EL ELEVATION

ELEC ELECTRIC(AL)

ELEV ELEVATOR

EME EMERGENCY

EP EPOXY RESIN

EQ EQUAL

EQUIP EQUIPMENT

EXIST EXISTING

EXT EXTERIOR

EWC ELECTRIC WATER COOLER

FD FLOOR DRAIN

FE FIRE EXTINGUISHER

FF FACTORY FINISH

FFE FINISH FLOOR ELEVATION

FV FIELD VERIFY

FEC FIRE EXTINGUISHER CABINET

FDN FOUNDATION

FIN FINISH

FLSHG FLASHING

FLR FLOOR

FRMG FRAMING

FT FOOT/FEET

FTG FOOTING

GC GENERAL CONTRACTOR

GA GAUGE

GALV GALVANIZED

GEN GENERAL

GYP GYPSUM

HM HOLLOW METAL

HDWR HARDWARE

HOL HOLLOW

HOR HORIZONTAL

HT HEIGHT

HVAC HEATING/VENTILATION/AIR

CONDITIONING

IDPH ILLINOIS DEPARTMENT OF

PUBLIC HEALTH

ID INSIDE DIAMETER

IN INCH

INCL INCLUDING

INSUL INSULATION

INT INTERIOR

JAN JANITOR

JT JOINT

LAV LAVATORY

LB(S) POUND(S)

L/S LANDSCAPE

LT LIGHT

MO MASONRY OPENING

MAS MASONRY

MAT'L MATERIAL

MAX MAXIMUM

MECH MECHANICAL

MFR MANUFACTURER

MIN MINIMUM

MISC MISCELLANEOUS

MTD MOUNTED

MTL METAL

N NORTH

NIC NOT IN CONTRACT

NTS NOT TO SCALE

NOM NOMINAL

OC ON CENTER

OD OUTSIDE DIAMETER

O TO O OUT TO OUT

OPNG OPENING

OPP OPPOSITE

OVHD OVERHEAD

PEB PRE-ENGINEERED BUILDING

PJF PREFORMED JOINT FILLER

PT PRESSURE TREATED

PERIM PERIMETER

PL PLATE

PLAM PLASTIC LAMINATE

PLBG PLUMBING

PLYWD PLYWOOD

PNT PAINT

PR PAIR

PTD PAINTED

PWR POWER

RB RUBBER BASE

RD ROOF DRAIN

RO ROUGH OPENING

RAD RADIUS

REC RECESSED

REINF REINFORCED

REQ'D REQUIRED

REV REVISED (REVISION)

RM ROOM

S SOUTH

SB SPLASH BLOCK

SF SQUARE FEET

SS STAINLESS STEEL

SIM SIMILAR

SPEC SPECIFICATIONS

SQ SQUARE

STD STANDARD

STL STEEL

STOR STORAGE

STRUCT STRUCTURAL

SUSP SUSPENDED

T&G TONGUE AND GROOVE

T/O TOP OF

TELE TELEPHONE

TRTD TREATED

TS TUBE STEEL

TYP TYPICAL

UNFIN UNFINISHED

UNO UNLESS NOTED OTHERWISE

VCT VINYL COMPOSITION TILE

VIF VERIFY IN FIELD

VERT VERTICAL

W WEST

W/ WITH

W/O WITHOUT

WC WATER CLOSET

WWF WELDED WIRE FABRIC

WD WOOD

WH WATER HEATER

WT WEIGHT

CL

DEMOLITION KEY NOTE

WINDOW TYPETOILET ACCESSORY NOTE

WALL TYPE SYMBOL

ROOF PITCH SYMBOL DOOR NUMBER

TYPICAL KEY NOTE CEILING/ SOFFIT

HEIGHT

WALL SECTION

SYMBOL

INTERIOR ELEVATION

SYMBOL

COLUMN GRID ELEVATION SYMBOL

REVISION NOTE

ENLARGED DETAIL

CALLOUT

ROOM DESIGNATION

SYMBOL

BREAK LINE ROOF SLOPE

DIRECTION SYMBOL

DETAIL #

PAGE #

DETAIL #

PAGE #

TRUE NORTH ARROW

ELEVATION

EL.(+) 0'-0"

PROJECT NORTH ARROW /

TYPICAL GRAPHIC SCALE

A8.1 EXTERIOR ELEVATION

SYMBOL

DETAIL #

PAGE #

A8.1

A8.1

A8.1

BUILDING SECTION

SYMBOL

DETAIL #

PAGE #

A8.1

A8.1

DETAIL SECTION

SYMBOL

DETAIL #

PAGE #

A8.1

NORTH

TRUE

0 4 8 16

NORTH

PLAN

A####

MATL

1'-0"

1. THE DRAWINGS AND SPECIFICATIONS ARE SEPARATED INTO DISCIPLINES FOR

CONVENIENCE. THE SEPARATIONS USED ARE USED ONLY FOR THE PURPOSES OF

CONVENIENCE AND REFERENCE AND IN NO WAY DO THEY DEFINE OR LIMIT THE SCOPE

OR INTENT OF ANY PART OF THE DRAWINGS, OR OF THE DRAWINGS AND SPECIFICATIONS

AS A WHOLE. THE FACT THAT THE DRAWINGS ARE SEPARATED IN NO WAY SUGGESTS

THAT THE WORK IS NOT TO BE CONSTRUCTED AS A COMPLETE, INTEGRATED AND UNIFIED

WHOLE.

2. THE DRAWINGS AND SPECIFICATIONS, INCLUDING DRAWINGS PREPARED BY SPECIFIC

ARCHITECT AND/OR ENGINEERING DISCIPLINES ARE COMPLEMENTARY; ITEMS SHOWN IN

ANY ONE LOCATION IN THE DRAWINGS SHALL BE CONSIDERED TO BE REQUIREMENTS OF

THE CONTRACT FOR CONSTRUCTION. IN THE EVENT OF AN INCONSISTENCY BETWEEN

THE DRAWINGS AND SPECIFICATIONS, OR WITHIN EITHER DOCUMENT, THE CONTRACTOR

SHALL SEEK CLARIFICATION OR INTERPRETATION FROM THE COR PRIOR TO BIDDING.

WHERE INCONSISTENCIES ARE NOT CLARIFIED PRIOR TO BIDDING, AND WHERE THE

ACTUAL SOLUTION OR INTENT CANNOT BE REASONABLY INFERRED, THE CONTRACTOR

SHALL PROVIDE THE BETTER QUALITY OR GREATER QUANTITY OF WORK.

3. USE OF THE WORD "VERIFY" OR THE LETTERS "FV" (FIELD VERIFY) POINTS OUT A

SITUATION WHICH MUST BE CONFIRMED PRIOR TO PROCEEDING WITH THE WORK,

FABRICATION OF EQUIPMENT, OR ORDERING MATERIAL. NOTIFY THE COR OF ANY

DISCREPANCY DISCOVERED. THE CONTRACTOR IS RESPONSIBLE FOR CHECKING ALL

FIELD CONDITIONS AND DIMENSIONS AS THEY RELATE TO THIS PROJECT. SHOULD

DISCREPANCIES EXIST BETWEEN THE WORK INDICATED AND ACTUAL FIELD CONDITIONS

NOTIFY THE COR PRIOR TO PROCEEDING WITH THE WORK.

4. THE CONTRACTOR SHALL NOTIFY THE COR IMMEDIATELY SHOULD DISCREPANCIES BE

FOUND IN THE DRAWINGS AND SPECIFICATIONS.

5. DO NOT SCALE THE DRAWINGS. DRAWING SCALES AS INDICATED ARE FOR REFERENCE

ONLY AND ARE NOT INTENDED TO ACCURATELY DEPICT ACTUAL OR DESIGNATED

CONDITIONS. WRITTEN DIMENSIONS SHALL GOVERN.

6. COORDINATE WORK OF ALL TRADES PRIOR TO STARTING CONSTRUCTION.

7. THE CONTRACTOR AND SUBCONTRACTORS INVOLVED IN THIS PROJECT SHALL BE

RESPONSIBLE FOR COMPLYING AND INSTALLING THEIR RESPECTIVE WORK AND SYSTEMS

TO MEET ALL APPLICABLE FEDERAL, STATE, AND LOCAL CODES, LAWS, SAFETY

REGULATIONS, HAZARDOUS WASTE LAWS, ETC. THE CONTRACTOR SHALL FURNISH ALL

NECESSARY PERMITS. CONTRACTORS SHALL FOLLOW AND OBEY ALL FEDERAL, STATE

AND LOCAL CODES, LAWS, SAFETY REGULATIONS AND HAZARDOUS WASTE LAWS, ETC.

8. THE CONTRACTOR SHALL REVIEW THE DRAWINGS AND UNDERSTAND THE SCOPE OF THE

DRAWINGS TO BE THE FOLLOWING: THESE CONSTRUCTION DOCUMENTS (DRAWINGS,

SPECIFICATIONS, ADDENDA, ETC.) INDICATE THE GENERAL SCOPE OF THE PROJECT IN

TERMS OF ARCHITECTURAL DESIGN CONCEPTS, THE DIMENSIONS OF THE BUILDING, THE

MAJOR ARCHITECTURAL ELEMENTS, AND THE MAJOR STRUCTURAL, MECHANICAL,

ELECTRICAL, AND DATA SYSTEMS. THE DOCUMENTS DO NOT AND ARE NOT INTENDED TO

INDICATE OR DESCRIBE IN DETAIL ALL THE NECESSARY WORK REQUIRED FOR FULL

PERFORMANCE OF, AND COMPLETION OF THE REQUIREMENTS OF THE CONTRACT. ON

THE BASIS OF THE GENERAL SCOPE INDICATED IN THESE DOCUMENTS, THE TRADE

CONTRACTORS SHALL FURNISH ALL ITEMS REQUIRED FOR THE PROPER EXECUTION AND

COMPLETION OF THEIR WORK. ALL WORK SHALL BE COMPLETE IN EVERY DETAIL AND THE

CONTRACTORS SHALL PROVIDE A ONE YEAR WARRANTY FOR THEIR WORK UNLESS A

LONGER WARRANTY IS INDICATED IN THE SPECIFICATIONS.

9. REFER TO PLUMBING, ELECTRICAL, AND MECHANICAL DRAWINGS FOR ADDITIONAL

INFORMATION.

10. PROVIDE BLOCKING AT PARTITIONS AS REQUIRED FOR MOUNTING OF WALL-MOUNTED

ITEMS: CONTRACTOR TO PROVIDE SUPPLEMENTAL FRAMING AT WALL OPENINGS

INCLUDING KING STUDS, JACK STUDS, AND CRIPPLE STUDS, AS REQUIRED FOR

COMPLETION OF THE WORK.

11. THE CONTRACTOR IS RESPONSIBLE TO COORDINATE THE WORK OF TRADES PRIOR TO

THE START OF CONSTRUCTION.

12. DIMENSIONS SHOWN ARE TO FACE OF STUD FRAMING, FINISHED FACE OF EXISTING WALL

SURFACE, OR MODULAR WALL SYSTEMS. INSTALL ALL WORK IN ACCORDANCE WITH

CURRENT APPLICABLE CODES, PUBLISHED STANDARDS, AND ACCEPTABLE

CONSTRUCTION STANDARDS.

13. SOLE SOURCED ITEMS ARE LONG LEAD OR SITE SPECIFIC PRODUCTS THAT REQUIRE

SHOP DRAWINGS AND EXTENSIVE FABRICATION. TO MEET THE SCHEDULE THESE ITEMS

MUST BE FABRICATED WHILE DEMOLITION AND OTHER CONSTRUCTION IS UNDERWAY

AND MUST BE ORDERED AT THE BEGINNING OF THE PROJECT. THESE INCLUDE CLEAN

ROOM WALLS AND CEILINGS WITH INTEGRAL SLIDING DOORS AND PASS THROUGHS. SITE

SPECIFIC PRODUCTS INCLUDE DANFOSS DRIVES.

1. KEY NOTES AND DRAWINGS ARE INTENDED TO GRAPHICALLY

REPRESENT GENERAL WORK AND DO NOT PORTRAY FULL SCOPE OF THE

PROJECT. SEE SPECIFICATIONS FOR DETAILED REQUIREMENTS.

2. REMOVE EXISTING CONSTRUCTION AS DESIGNATED HEREIN AND CLEAR

AREA OF DEBRIS PRIOR TO PROCEEDING WITH NEW CONSTRUCTION.

3. EXISTING EQUIPMENT REMOVED SHALL BE PROPERLY DISPOSED OFF

MEDICAL CENTER GROUNDS.

4. PATCH WALL OPENING SHALL MATCH THE INTEGRITY OF ADJACENT

CONSTRUCTION UNLESS INDICATED OTHERWISE.

5. NOTIFY COR OF ANY DEMOLITION REQUIRED AND NOT INDICATED FOR

INSTALLATION OF ELECTRICAL OR DATA ITEMS. AFTER SUCH DEMOLITION

AND INSTALLATION, PATCH OR REPLACE MATERIALS AND FINISHES TO

MATCH EXISTING.

6. THE INFORMATION CONTAINED IN THESE DEMOLITION DOCUMENTS

DEFINES GENERAL SCOPE ONLY AND DOES NOT RELIEVE THE

CONTRACTOR OF THE RESPONSIBILITY OF PROVIDING ALL DEMOLITION

REQUIRED FOR THE COMPLETION OF THE PROJECT.

7. REFER TO THE ELECTRICAL AND MECHANICAL DRAWINGS FOR FURTHER

INFORMATION REGARDING REMOVAL AND RE-INSTALLATION OF

ELECTRICAL AND MECHANICAL FIXTURES.

8. BEFORE THE START OF WORK, IDENTIFY ANY REQUIRED DEMOLITION

BEYOND THE IDENTIFIED PROJECT SCOPE WHETHER ABOVE, BELOW OR

OUTSIDE PROJECT AREA. NOTIFY AND COORDINATE WITH THE COR,

PROVIDE DEMOLITION OF THESE AREAS AND PATCH THE SAME AS A

PART OF THE SCOPE OF THE PROJECT.

9. ALL DEMOLITION WORK SHALL BE PERFORMED WITH DUE CARE AND

DILIGENCE IN ORDER TO PREVENT ARBITRARY DAMAGE OR

INTERRUPTION OF SERVICE OR CONCEALED UTILITIES INTENDED TO

REMAIN IN SERVICE. DISCOVERY OF UTILITIES OR CONDITIONS LOCATED

DIFFERENTLY FROM THAT INDICATED OR THAT ARE NOT IDENTIFIED.

SHALL BE REPORTED TO THE CONTRACTING OFFICER.

EXPOSED

PLUMBING AT

BARRIER

FREE

LAVATORIES

SHALL BE

INSULATED.

LEVER OPERATING

CONTROLLED

SOAP DISPENSER

NOTE: SINKS IN COUNTERS TO BE

MOUNTED WITH RIM NO MORE

THAN 2'-10" HIGH AND WITH AT

LEAST 2'-3" KNEE CLEARANCE.

CLEAR

TYPICAL ACCESSIBLE

CLEARANCE AT LAVATORY

TYPICAL ACCESSIBLE

LAVATORY AND MIRROR

1'-3" 1'-3"

M

IN

M A

X

M

A X

M

A X6

A

.F .F

MIN

8"

MAX

6"

M

IN9

M

IN

M

IN

M A

X

17" MIN

PAPER TOWEL

DISPENSER

2'-0" AT SIDEWALLS

AT COUNTER SINKS

1'-6" AT SIDEWALLS

AT LAVATORY

MOP BASIN

MOP SHELF

TYPICAL JANITORS CLOSET

FIRE ALARM

CHIME WITH

VISUAL

ALARM LIGHT

FIRE ALARM

PULL STATION

FIRE ALARM

ANNUNCIATOR

FIRE ALARM

INTERCOM

STATION

INTERCOM

MASTER

STATION

INTERCOM

WALL

OUTLET

INTERCOM STATION

T O

B O

T T

O M

O F

E F

L E

C T

IV

E

S

U R

F A

C E

O F

M

IR

R

O R

4'-0" MAX TO

HIGHEST OPERABLE

POINT - IF FIRE

EXTINGUISHER

OVER 40 LBS

3'-6" MAX HT.

FIRE EXTINGUISHER

CABINET

ELECTRICAL CABINET

DUPLEX

OUTLET

SWITCH

THERMOSTAT

TELEPHONE

OR DATA

OUTLET

FIRE ALARM

PULL

INTERCOM

STATION

DUPLEX

OUTLET

COMPUTER

TERMINAL

MISC. WALL DEVICES

W H

E R

E H

.C

A C

C E

S S

R E

Q 'D

OF DOOR WIDTH WHEN

ON WALL BEYOND

DOOR

TOWEL BAR

ACCESSIBLE

ROBE/COAT HOOK

ROBE/COAT

HOOK

COAT RACK / COAT HOOKTOILET ACCESSORIES

6"

T

Y P

M A

X

WALL MOUNTED TACKBOARD

AND MARKERBOARD

WALL MOUNTED LECTURE UNIT

BOARD

CLOCK

NURSE

CALL

DOME

LIGHT

CLOCK OUTLET

CLOCK & NURSE CALL DEVICES

A. SEE SHEET G-100 FOR SYMBOLS AND

ABBREVIATIONS.

B. SEE CIVIL DRAWINGS FOR INFORMATION INCLUDING

CONCRETE SIDEWALKS, CONCRETE PADS, AND

PARKING CONFIGURATIONS. CIVIL BACKGROUND

DRAWING INFORMATION IS FOR REFERENCE ONLY.

C. SEE STRUCTURAL DRAWINGS FOR FRAMING

INFORMATION & FRAMING DIMENSIONS. ALL

DIMENSIONS ARE FOR REFERENCE ONLY- VERIFY

ALL FRAMING WITH STRUCTURAL DRAWINGS.

D. REFER TO PLUMBING DRAWINGS FOR INFORMATION

CONCERNING PLUMBING FIXTURES AND PIPING

SYSTEM(S).

E. REFER TO MECHANICAL DRAWINGS FOR

INFORMATION CONCERNING HVAC SYSTEM(S).

F. REFER TO ELECTRICAL DRAWINGS FOR

INFORMATION CONCERNING POWER, LIGHTING AND

COMMUNICATION SYSTEM(S).

G. REFER TO ELECTRICAL DRAWING FOR FIRE ALARM

NOTIFICATION AND EMERGENCY EGRESS LIGHTING

LOCATIONS.

H. REFER TO PARTITION TYPES FOR FURTHER FIRE

SEPARATION REQUIREMENTS.

I. CONTRACTOR TO PROVIDE ALL ADDITIONAL

FRAMING NECESSARY FOR ALL OPENINGS AND

SUPPLEMENTAL FRAMING ABOVE PARTITIONS.

J. ALL FIRE RATED ASSEMBLIES SHALL BE INSTALLED

IN STRICT ACCORDANCE WITH TESTED ASSEMBLIES

INDICATED.

K. EXTEND FIRE RATED PARTITIONS, BARRIERS, AND

OTHER SEPARATIONS TO BOTTOM OF ROOF/FLOOR

DECK ABOVE (OR AS DIRECTED BY UL ASSEMBLY)

AND TO EXTERIOR WALL. SEAL JOINT BETWEEN

EDGES OF PARTITION WITH FIRE RATED SEALANT

AND/OR INTUMESCENT ASSEMBLY.

L. ALL PENETRATIONS OF FIRE-RATED ASSEMBLIES

SHALL BE FIRE-SEALED IN ACCORDANCE WITH

APPROVED MANUFACTURER'S DETAIL FOR

LOCATION, TYPE OF CONSTRUCTION, PENETRATING

ITEM AND RATING REQUIRED.

M. ALL DUCTWORK, DIFFUSERS AND GRILLES

PENETRATING FIRE-RATED WALLS, CEILINGS AND

FLOORS SHALL HAVE THE APPROPRIATE TYPE OF

FIRE/SMOKE DAMPER IN ACCORDANCE WITH THE

TYPE OF CONSTRUCTION BEING PENETRATED AND

THE FIRE/SMOKE RATING REQUIRED.

N. ALL LIGHT FIXTURES AND ELECTRICAL DEVICES

PENETRATING FIRE-RATED ASSEMBLIES SHALL BE

UL-LISTED FOR INSTALLATION IN THE ASSEMBLY OR

SHALL BE INSTALLED SUCH THAT THE FIRE-RATING

IS NOT COMPROMISED.

O. SMOKE RESISTANT CONSTRUCTION SHALL MEET

THE REQUIREMENTS OF ALL APPLICABLE CODES.

AREA SHALL BE SEPARATED FROM THE REMAINDER

OF THE BUILDING BE CONSTRUCTION CAPABLE OF

RESISTING THE PASSAGE OF SMOKE. THE

PARTITIONS SHALL EXTEND FROM THE FLOOR TO

THE UNDERSIDE OF THE FLOOR OR ROOF

ASSEMBLY ABOVE. DOORS SHALL BE SELF OR

AUTOMATIC CLOSING. DOORS SHALL NOT HAVE AIR

TRANSFER OPENINGS AND SHALL NOT BE

UNDERCUT IN EXCESS OF CLEARANCE PERMITTED

WITH ACCORDANCE TO NFPA 80.

P. STORAGE OF ANY FLAMMABLE OR COMBUSTIBLE

LIQUIDS IS UNDERSTOOD TO NOT BE WITHIN THE

BUILDING. STORAGE OF ANY MATERIAL IS TO BE IN

COMPLIANCE WITH ALL APPLICABLE CODES AND

AUTHORITIES HAVING JURISDICTION.

Revisions: Date

Drawing Title:

Approved: Project Director

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER:

Date Checked Drawn

FULLY SPRINKLERED

ACG Project Number

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs#

/2

/2

:0

:2

P

M

A-001

ARCHITECTURAL SYMBOLS,

ABBREVIATIONS AND NOTES

1 20DMM EGS

USP 800 PHARMACY

COMPLIANCE FOR YORK

VAMC - TVHS

3400 LEBANON RD, MURFREESBORO,

TN 37129

05/07/2019

FINAL CONSTRUCTION DOCUMENTS

626-30818-262

ABBREVIATIONS

ARCHITECTURAL SYMBOL LEGEND

GENERAL NOTESDEMOLITION NOTESSTANDARD MOUNTING HEIGHTS

LIFE SAFETY GENERAL NOTES

DocuSign Envelope ID: 717C7033-8D25-414C-A9BE-9AF044933DEC

5/23/2019

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GG

30 34 37

/2

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PHARM

PROCESS

G12L

SUPER

G12K

PRO TECH

G12J

VAULT

G12G

VEST

G12F

VAULT

G12P

CHEMO

G12T

ANTE

G12S

IV PREP

G12R

OFFICE 4

G08E

OFFICE 3

G08E

OFFICE 2

G08E

TECH

G12EOFFICE 1

G08A

ADMIN

G08B

Room Name

EXIT CORR

G30

STAIR

G10

MECH

G10A

HAC

G12A

CORR

G30A

STOR

G09B

PAT ED

BOOTHS

G13WAITING

G12

25.5

## KEY NOTES:

Revisions: Date

Drawing Title:

Approved: Project Director

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER:

SHEET NOTES:

WALL RATING LEGEND

Date Checked Drawn

FULLY SPRINKLERED

ACG Project Number

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs# © COPYRIGHT Apogee Consulting Group, P.A.

1 HR - FIRE SEPARATION

2 HR - FIRE SEPARATION

SMOKE RESISTIVE HAZARDOUS AREAS S S S

/2

/2

:0

:0

P

M

AD101

GROUND FLOOR & ROOF DEMOLITION

PLAN

2 20DMM EGS

USP 800 PHARMACY

COMPLIANCE FOR YORK

VAMC - TVHS

3400 LEBANON RD, MURFREESBORO,

TN 37129

05/07/2019

FINAL CONSTRUCTION DOCUMENTS

626-30818-262

0 4 8 16

NORTH

PLAN

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

FIRST FLOOR DEMOLITION PLAN

01 DEMO EXISTING LOUVER

02 DEMO EXISTING BRICK WALL

N

AREA OF WORK

SCOPE OUTLINE

KEY PLAN

SCALE: NO SCALE

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

ROOF PLAN

A. REFER TO MECHANICAL, ELECTRICAL, PLUMBING,

AND FIRE PROTECTION DRAWINGS FOR

ADDITIONAL NOTES AND LOCATION OF ADDITIONAL

ITEMS TO BE REMOVED.

B. BEFORE BEGINNING WORK, THE CONTRACTOR

SHALL PROVIDE ALL NECESSARY SAFEGUARDS TO

MAINTAIN ALL PARTS OF THE PROJECT IN A SAFE

CONDITION AT ALL TIMES DURING THE PROCESS

OF CONSTRUCTION AND TO PROTECT FROM

DAMAGE OF THOSE PORTIONS OF THE EXISTING

BUIDLING WHICH ARE TO REMAIN. CONTRACTOR

SHALL REPAIR DAMAGES CAUSED BY DEMOLITION

WORK.

C. WHERE DEMOLITION IS INDICATED ON THE

DRAWINGS, OR REQUIRED FOR INSTALLATION OF

NEW CONSTRUCTION, REMOVE EXISTING

CONSTRUCTION AS REQUIRED TO PERFORM THE

WORK INDICATED. REMOVE SETTING BERS AND

INFILL FLUSHED WITH ADJACENT SLAB.

D. PATCH ALL HOLES IN WALLS, FLOORS, CEILINGS,

AND OTHER PARTS OF THE STRUCTURE AFFECTED

BY THIS CONTRACT. HOLES SHALL BE FILLED,

SEALED, PAINTED, CAULKED OR PLUGGED NEATLY

WITH THE ORIGINAL TYPE OF MATERIALS TO

MATCH THE EXISTING PART OF THE STRUCTURE

AFFECTED.

E. THE DEMOLITION PLANS ARE INTENDED TO SHOW

THE GENERAL CONDITIONS, WHICH ARE EXPECTED

TO OCCUR. VERIFY ALL CONDITIONS BEFORE

PROCEEDING WITH DEMOLITION WORK IN ANY

AREA. REPORT DIFFERENCES TO THE VA COR AND

SECURE INSTRUCTIONS BEFORE PROCEEDING IN

THE AFFECTED AREA.

F. REMOVE ALL FURNISHINGS AND EQUIPMENT

BEFORE THE START OF ANY DEMOLITION WORK.

COORDINATE DISPOSAL, STORAGE, SALVAGE,

AND/OR RE-USE WITH THE VA COR.

G. CONTRACTOR SHALL PROVIDE ALL NECESSARY

BARRICADES AND OTHER FORMS OF PROTECTION

AS REQUIRED TO PROTECT PERSONNEL, OTHER

TENANTS, AND THE GENERAL PUBLIC FROM INJURY

DUE TO DEMOLITION WORK.

H. CONTRACTOR SHALL ENSURE THAT DEMOLITION

WORK DOES NOT INTERFERE WITH OR PROHIBIT

THE CONTINUING OCCUPATION OF THE ADJACENT

BUILDING OPERATIONS.

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I N

A

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12'-2"

11'-3"

9'-3" 11'-5"

8'

VETERANS C

IR

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SOUTHVIEW DRIVE

VETERANS CIRCLE

SAM JARED ROAD

VETERANS CIRCLE

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M A

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S

T R

E E

T

EASTVIEW DRIVE

NORTHVIEW DRIVE

B O

IL

E

R P

LA

N

T R

D

P A

R K

R O

A D

P A

R K

R O

A D

G A

R D

E N

D R

IV

E

JO

H

N F

C O

A D

Y D

R

IV

E

JO

HN

F C

O

AD

Y

DR

IV

E

LAKE RO

AD

HILL

S

TREET

LAKE ROAD

TENNESSEE

STATE

VETERANS

HOME

81121

109 107

2 9

FISHER HOUSE

FLAMABLE STORAGE

CHOP

HOUSE

FISHER HOUSE

PARKING

27 SPACES

ENTER

EXIT

PROJECT LOCATION

FENCED LAYDOWN AREA, ALLOW 500

SQUARE FEET - CONFIRM EXACT

BOUNDARY WITH COR

FENCED CONSTRUCTION

MATERIALS STAGING AREA. VERIFY

WITH COR.

NEW ADDITION

Revisions: Date

Drawing Title:

Approved: Project Director

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER:

Date Checked Drawn

FULLY SPRINKLERED

ACG Project Number

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs# © COPYRIGHT Apogee Consulting Group, P.A.

/2

/2

:0

:2

P

M

A-100

SITE PLAN

3 20DMM EGS

USP 800 PHARMACY

COMPLIANCE FOR YORK

VAMC - TVHS

3400 LEBANON RD, MURFREESBORO,

TN 37129

05/07/2019

FINAL CONSTRUCTION DOCUMENTS

626-30818-262

N

AREA OF WORK

SCOPE OUTLINE

KEY PLAN

SCALE: NO SCALE

Scale: 1" = 100'-0"

SITE PLAN 0 10050 200

NORTH

PLAN

SITE LEGEND

E GI H,N

C

N

E

D

M RU

P

Y

N O

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T H C A R O L

I N A

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H

M

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IS

TERED ARCHITECT

A

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A R

C H I T E C T U R

A L

C O

R P

O T

I O

N

N O

R T H C A R O L

I N

A

A R

SS SSSSSSSS

SS SS

SS SS

SS

SS S

S S

S S

SS

S S

A

A-201

A-201

B

C

D

E

F

G

30 34 37 4026

78 SF

IV

BUFFER

G12CC

/2

8'-4 1/2"

/2

78 SF

HD

BUFFER

G12HH

95 SF

HD

ANTEROOM

G12GG

108 SF

HD

STAGING

G12X

13'-9"

V

IF

/2

74 SF

DELIVERY/

RECYCLING

/WASTE

PICKUP

G12U

81 SF

RECEIVING

TEARDOWN

G12V

567 SF

OPEN

STORAGE

G12Z

6'-7"

179 SF

CORRIDOR

G12W

77 SF

OFFICE

G12AA

A-4011

11'-8"

A-201

13'-5" 9'-10 1/2"

/2

27'-8"

G12U

G

X

/2

122 SF

IV

ANTEROOM

G12DD

G12Z

SINK /

EYEWASH

A-4015

A-401

A-402

A-401

A-402

13'-4"

/2

IV PREP

G12R

ANTE

G12S

CHEMO

G12T

A-301

_____ 1

A-301

A-301

_____ 3

A-301

A

C

C

C

C-2

B

20'-8" 3'-0" 4'-0"

7'-7" 3'-0" 7'-7"

25.5

PASS-

THRU

LOCATION

PASS-

THRU

LOCATION

PASS-THRU

LOCATION

PASS-

THRU

LOCATION

A-302

GATE

INSULATED

METAL PIPE

CHASE

NEW EXISTING

A-701

D

A

B

B

A

G12AA

5'-0"

/2

A-302

9"

53'-10 1/2"

VIF

13'-9"

V

IF

/2

A-303

16'-8"

9"

32'-2"

EPOXY

RESIN

FLOOR

COLOR

CHANGE

EPOXY

RESIN

FLOOR

COLOR

CHANGE

A-301

A-301

A-301

_____ 2

A-301

G12U

G

X

G12W

G

X

G

X

40'-8 1/2"

RAMP, REFER TO

STRUCTURAL

FOR DETAILS

EPOXY RESIN

FLOOR

COLOR

CHANGE

A-401

IV

BUFFER

G12MM

A-601

EP-2

EP-1

E P

-2

E P

-1

E P

-2

E P

-1

EP-2

EP-1

EP-1

EP-2

E P

-2

E P

-1B

B

B C

C

C

C

A

C

C C-3

C-2

C-2 C

C

C

C

C

C C

D

D

D

C-3

C

C

C

C

C

SINK /

EYEWASH

C-3

C-3

C-3

C-3

C

C

/2

4'-6" 6'-10 1/2"

13'-11 1/2"

/2

/2

9'-6 1/2" 11 1/2" 14'-11 1/2"

G

V

G12U

10'-5 1/2"

/2

/2

7'-0 1/2" 3'-4"

5'-6 1/2" 6'-10 1/2"

15'-8"

/2

/2

GATE

G

C C

G M

M

G12DD

G12GG

G12HH

AE

Revisions: Date

Drawing Title:

Approved: Project Director

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER:

SHEET NOTES:

WALL RATING LEGEND

Date Checked Drawn

FULLY SPRINKLERED

ACG Project Number

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs# © COPYRIGHT Apogee Consulting Group, P.A.

1 HR - FIRE SEPARATION

2 HR - FIRE SEPARATION

SMOKE RESISTIVE HAZARDOUS AREAS S S S

/2

/2

:0

:2

P

M

A-101

GROUND FLOOR PLAN

4 20DMM EGS

USP 800 PHARMACY

COMPLIANCE FOR YORK

VAMC - TVHS

3400 LEBANON RD, MURFREESBORO,

TN 37129

05/07/2019

FINAL CONSTRUCTION DOCUMENTS

626-30818-262

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

GROUND FLOOR PLAN 0 2 4 8

NORTH

PLAN

N

AREA OF WORK

SCOPE OUTLINE

KEY PLAN

SCALE: NO SCALE

A. REFER TO MECHANICAL, ELECTRICAL, PLUMBING,

AND FIRE PROTECTION DRAWINGS FOR

ADDITIONAL WORK AND NOTES.

B. PROVIDE/INSTALL NEW METAL STUD

WALLS/PARTITIONS AND/OR FURRING AS

DESIGNATED. REFER TO PARTITION TYPES AND

DETAILS.

C. FOR WALLS AND OTHER ITEMS THAT ARE TO

REMAIN (WITHIN THE LIMITS OF THE PHARMACY)

REPAINT OR PROVIDE FINISHES TO MATCH

ADJACENT FINISHES. REPAINT WINDOW AND DOOR

TRIMS/FRAMES. REPLACE BASE AS REQUIRED --

SEE FINISH SCHEDULE REPAINT/PATCH HOLES.

D. WHERE MECHANICAL DUCTS/PENETRATIONS

AND/OR EQUIPMENT, ETC. ARE BEING REMOVED,

REPLACED, RELOCATED AND/OR RESIZED, PROVIDE

NEW SEALS AND FLASHING AS NECESSARY. PATCH

HOLES RESULTING FROM THE EQUIPMENT

REMOVAL. COORDINATE COATING WITH

MECHANICAL DRAWINGS.

E. PATCH CONCRETE FLOOR AFFECTED BY THE

REMOVAL OF EXISTING WALLS AND OTHER ITEMS

F. PROVIDE NECESSARY BLOCKING AND

REINFORCEMENTS FOR CABINETS, WALL HUNG

FIXTURES, ETC.

1 ADDENDUM 05/23/2019

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A

LA

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RG

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A

P ,P

R E

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A R

C H I T E C T U R

A L

C O

R P

O T

I O

N

N O

R T H C A R O L

I N

A

A R

DN

A

B

C

D

E

F

30 34 37 4026

A-301

_____ 1

A-301

A-301

_____ 3

A-301

25.5

PIPE RAIL

FOR DETAIL

REFER TO

SHEET A-304

DETAIL 4

WALKABLE

CEILING RAILING

WALKABLE

CEILING

SYSTEM

OPEN TO CEILING

BELOW

OPEN TO CEILING

BELOW

LADDER, REFER TO

DETAIL 6 ON SHEET

A-304 FOR ADDITIONAL

INFORMATION.

LADDER, REFER

TO DETAIL 6 ON

SHEET A-304 FOR

ADDITIONAL

INFORMATION.

EQUIPMENT PLATFORM

11'-5" 1'-9 1/2" 15'-6 1/2"

/2

G12AAA

A-301

A-301

A-301

_____ 2

A-301

MECHANICAL

LOUVER

5"

ACCESS TO ROOF

THROUGH EXISTING

WINDOW OPENING.

-SEE DETAIL 6 ON SHEET

A-304 FOR MORE

INFORMATION.

REFER TO DETAIL 5

ON SHEET A-304

FOR EXISTING

WINDOW DETAILS

MODIFY THE EXISTING 45 1 /2” WIDE BY 72” TALL WINDOW FOR MAINTENANCE

ACCESS.

REMOVE PIVOT HARDWARE AND PROVIDE A CONTINUOUS HINGE MATCHING

EXISTING THE DARK BRONZE ANODIZED FINISH.

MODIFY THE EXISTING STOPS TO ALLOW FULL SWING OF DOOR AND PROVIDE

WEATHER STRIPPING.

REPLACE THE THUMB TURN LATCH / LOCK WITH A KEYED DEAD BOLT.

KEY PER COR REQUIREMENTS MATCHING EXISTING KEYING MASTER SERIES.

SEE SPECIFICATION SECTION 087100 FOR QUALITY OF REQUIRED HARDWARE.

V .I .F

/2

/2

V .I .F

/2

V .I .F

/2

V .I .F

/2

Revisions: Date

Drawing Title:

Approved: Project Director

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER:

SHEET NOTES:

WALL RATING LEGEND

Date Checked Drawn

FULLY SPRINKLERED

ACG Project Number

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs# © COPYRIGHT Apogee Consulting Group, P.A.

1 HR - FIRE SEPARATION

2 HR - FIRE SEPARATION

SMOKE RESISTIVE HAZARDOUS AREAS S S S

/2

/2

:0

:2

P

M

A-102

EQUIPMENT PLATFORM PLAN

5 20DMM EGS

USP 800 PHARMACY

COMPLIANCE FOR YORK

VAMC - TVHS

3400 LEBANON RD, MURFREESBORO,

TN 37129

05/07/2019

FINAL CONSTRUCTION DOCUMENTS

626-30818-262

N

AREA OF WORK

SCOPE OUTLINE

KEY PLAN

SCALE: NO SCALE

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

FIRST FLOOR EQUIPMENT PLATFORM PLAN 0 2 4 8

NORTH

PLAN

A. REFER TO MECHANICAL PLANS FOR

DEATILS.

B. REFER TO STUCTURAL PLANS FOR

DEATILS.

1 ADDENDUM 05/23/2019

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A

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A L

C O

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N

N O

R T H C A R O L

I N

A

A R

A

B

C

D

E

F

G

GG

30 34 37 4026

A-301

_____ 1

A-301

25.5

NEW ROOFEXISTING ROOF

1/2" = 1'-0"

SLOPE DOWN

1/2" = 1'-0"

SLOPE DOWN

S

LO

PE

: 1

/4

S

LO

PE

: 1/4"

S

LO

PE

: 1

/4

S

LO

PE

: 1/4"

CL

EXPANSION

JOINT

EXPANSION

JOINT

CL

CL

COLLECTOR HEAD

AND DOWN SPOUT

COLLECTOR HEAD

AND DOWN SPOUT

A-301

A-301

A-301

_____ 2

A-301

/2

/2

/2

/2

/2

CRICKET/TAPERED INSULATION

INDICATES ROOF SLOPE

SLOPE: 1/4"

Revisions: Date

Drawing Title:

Approved: Project Director

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER:

WALL RATING LEGEND

Date Checked Drawn

FULLY SPRINKLERED

ACG Project Number

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs# © COPYRIGHT Apogee Consulting Group, P.A.

1 HR - FIRE SEPARATION

2 HR - FIRE SEPARATION

SMOKE RESISTIVE HAZARDOUS AREAS S S S

/2

/2

:0

:2

P

M

A-103

ROOF PLAN

6 20DMM EGS

USP 800 PHARMACY

COMPLIANCE FOR YORK

VAMC - TVHS

3400 LEBANON RD, MURFREESBORO,

TN 37129

05/07/2019

FINAL CONSTRUCTION DOCUMENTS

626-30818-262

0 4 8 16

NORTH

PLAN

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

ROOF PLAN

ROOF LEGEND

N

AREA OF WORK

SCOPE OUTLINE

KEY PLAN

SCALE: NO SCALE

E GI H,N

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H

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A

LA

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P ,P

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A R

C H I T E C T U R

A L

C O

R P

O T

I O

N

N O

R T H C A R O L

I N

A

A R

OS

OS

OS

OS

OS

OS

OS

OS

OS

PC

OS

OS

OS

OS

SS SSSSSSSS

SS SS

SS SS

SS

SS S

S S

S S

SS

S S

A

B

C

D

E

F

G

GG

30 34 37 40

RECEIVING

TEARDOWN

G12V

DELIVERY/

RECYCLING

/WASTE

PICKUP

G12U

OPEN

STORAGE

G12Z

OFFICE

G12AA

IV

BUFFER

G12CC

HD

BUFFER

G12HH

HD

ANTEROOM

G12GG

HD

STAGING

G12X

8' - 0"

GYP

8' - 0"

GYP

8' - 0"

GYP

8' - 0"

GYP

8' - 0"

GYP

8' - 0" ACT 2x2

8' - 0" ACT 2x2

8' - 0" ACT 2x2

8' - 0" ACT 2x2

IV

ANTEROOM

G12DD

8' - 0" ACT 2x2

A-301

_____ 1

A-301

A-301

_____ 3

A-301

25.5

A-302

GYPSUM BOARD

SUPPORT ON COLD

FORM FRAMING

A-302

A-303

A-302

A-301

A-301

A-301

_____ 2

A-301

9' - 7 1/2"

GYP

REFER TO

SHEET A-501

DETAIL 3 FOR

SOFFIT

DETAILS

REFER TO SHEET

A-501 DETAIL 3 FOR

SOFFIT DETAILS

REFER TO

SHEET A-501

DETAIL 3 FOR

SOFFIT

DETAILS

REFLECTED CEILING PLAN

LEGEND

DENOTES GWB

SOFFIT/CEILING

CEILING HEIGHT

DESIGNATION

(WHEN HEIGHT

VARIES FROM

TYPICAL)

FLUORESCENT

LIGHT FIXTURE

4"x4' RECESSED

LED FIXTURE

EQ. A EQ. A

E Q

B

E Q

B

EXIT SIGN (SHADED

AREA INDICATES

DIRECTION OF

EGRESS)

SUPPLY DIFFUSER

RETURN GRILL

PENDANT

MOUNTED LIGHT

DOWN LIGHT

FIXTURE

CEILING CONTRACTOR TO MEASURE EACH CEILING

AREA AND ESTABLISH A CEILING LAYOUT TO BALANCE

BORDER WIDTHS AT OPPOSITE EDGES OF EACH

ROOM. AVOID USE OF LESS-THAN 6" TILES.

A.F.F.10' 6"

PERIMETER

RECESSED WALL

SLOT LIGHT

FIXTURE

EXTERIOR WALL

SCONCE

FIRE ALARM

STROBE

FAA

FIRE ALARM

ANNUCIATOR

F

FIRE ALARM PULL

STATION

FIRE ALARM

STROBE LIGHT

S

H

HEAT DETECTOR

SMOKE DETECTOR

FIRE ALARM /

HORN /

STROBE LIGHT -

WALL MOUNTED

FIRE ALARM / HORN

/STROBE LIGHT -

CEILING MOUNTED

SPRINKLER HEAD

SPRINKLER HEAD

2'x4' LAY-IN LED

RETURN GRILL

EXHAUST GRILL

DENOTES

PERFORATED

METAL

SOFFIT/CEILING

Revisions: Date

Drawing Title:

Approved: Project Director

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER:

SHEET NOTES:

WALL RATING LEGEND

Date Checked Drawn

FULLY SPRINKLERED

ACG Project Number

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs# © COPYRIGHT Apogee Consulting Group, P.A.

1 HR - FIRE SEPARATION

2 HR - FIRE SEPARATION

SMOKE RESISTIVE HAZARDOUS AREAS S S S

/2

/2

:0

:2

P

M

A-110

GROUND FLOOR REFLECTED CEILING

PLAN

7 20DMM EGS

USP 800 PHARMACY

COMPLIANCE FOR YORK

VAMC - TVHS

3400 LEBANON RD, MURFREESBORO,

TN 37129

05/07/2019

FINAL CONSTRUCTION DOCUMENTS

626-30818-262

0 2 4 8

NORTH

PLAN

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

GROUND FLOOR REFLECTED CEILING PLAN

N

AREA OF WORK

SCOPE OUTLINE

KEY PLAN

SCALE: NO SCALE

A. REFER TO MECHANICAL, ELECTRICAL, PLUMBING,

TECHNOLOGY, AND FIRE PROTECTION DRAWINGS

FOR ADDITIONAL NOTES,TYPES AND LOCATIONS OF

CEILING FIXTURES.

B. GENERAL CONTRACTOR IS RESPONSIBLE FOR

COORDINATING DESIGN AND LOCATION OF

SPRINKLER HEADS. SPRINKLER HEADS SHALL BE

CENTERED ON THE CEILING TILE, TYPICAL.

CONTRACTOR SHALL COORDINATE HEIGHTS OF

ALL EQUIPMENT AND PIPING IN THE CEILING

PLENUMS TO ACHIEVE DESIRED CEILING HEIGHTS.

C. ALL CEILINGS TO HAVE A HEIGHT OF 8' - 0" A.F.F.,

TYPICAL UNLESS OTHERWISE NOTED ON THE

PLANS AND DETAILS.

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A

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G O 52644

P E

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A

P ,P

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A R

C H I T E C T U R

A L

C O

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I O

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N O

R T H C A R O L

I N

A

A R

A

B

C

D

E

F

G

GG

30 34 37 4026

A-301

_____ 1

A-301

A-301

_____ 3

A-301

25.5

A-301

A-301

A-301

_____ 2

A-301

EXPOSED STRUCTURE ABOVE

REFER TO STRUCTURAL

DRAWINGS FOR DETAILS

Revisions: Date

Drawing Title:

Approved: Project Director

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER:

WALL RATING LEGEND

Date Checked Drawn

FULLY SPRINKLERED

ACG Project Number

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs# © COPYRIGHT Apogee Consulting Group, P.A.

1 HR - FIRE SEPARATION

2 HR - FIRE SEPARATION

SMOKE RESISTIVE HAZARDOUS AREAS S S S

/2

/2

:0

:2

P

M

A-111

EQUIPMENT PLATFORM REFLECTED

CEILING PLAN

8 20DMM EGS

USP 800 PHARMACY

COMPLIANCE FOR YORK

VAMC - TVHS

3400 LEBANON RD, MURFREESBORO,

TN 37129

05/07/2019

FINAL CONSTRUCTION DOCUMENTS

626-30818-262

N

AREA OF WORK

SCOPE OUTLINE

KEY PLAN

SCALE: NO SCALE

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

FIRST FLOOR EQUIPMENT ROOM REFLECTED CEILING PLAN 0 2 4 8

NORTH

PLAN

E GI H,N

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T H C A R O L

I N A

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H

M

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IS

TERED ARCHITECT

A

LA

R

E GI H,NC

S

G O 52644

P E

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CO

LU IT

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RG

U O

A

P ,P

R E

G I

S T

E R

E D

A R

C H I T E C T U R

A L

C O

R P

O T

I O

N

N O

R T H C A R O L

I N

A

A R

3740 1326

T.O. COPING

20' - 2"

T.O. SLAB

19' - 4"

T.O. HEADER (VIF)

9' - 8"

EQUIPMENT PLATFORM

11' - 0"

CEILING

8' - 0"

25.5

/2

8 7

A-301

A-301

3'-0" 14'-5 1/2" 20'-3" 3'-0"

1'-0" 19'-3" 18'-5 1/2" 3'-0"

SECURITY WINDOWS, TYPICAL

- METAL FRAMED WITH

TRANLUCENT GLASS

/2

BRICK BEYOND

BRICK VENEER

LIMESTONE BAND

INSULATED METAL PANELS

ALIGN NEW LIMESTONE BAND WITH EXISTING

EXISTING EQUIPMENT SCREEN

EXISTING NEW EXISTING

GL-2

GL-2

30 34 37

T.O. COPING

20' - 2"

T.O. SLAB

19' - 4"

T.O. HEADER (VIF)

9' - 8"

EQUIPMENT PLATFORM

11' - 0"

CEILING

8' - 0"

GATE

DOWN SPOUT

A-301

A-301

1'-5"21'-1 1/2"7"

/2

7'-1"5'-0" 15'-0 1/2"

SECURITY WINDOWS, TYPICAL

- METAL FRAMED WITH

TRANSLUCENT GLASS

INSULATED METAL PANELS

BRICK VENEER

PIPE

CHASE

INSULATED

METAL

PANELS

NEWEXISTING

GL-2

GL-2

A

FIRST FLOOR

12' - 0"

BCDEFG

T.O. COPING

20' - 2"

SECURITY WINDOWS,

TYPICAL

- METAL FRAMED WITH

TRANSLUCENT GLASS

BRICK TO MATCH

EXISTING,

TYPICAL

T.O. SLAB

19' - 4"

T.O. HEADER (VIF)

9' - 8"

A-301

A-301

A-301

A-301

EQUIPMENT PLATFORM

11' - 0"

CEILING

8' - 0"

GATE

A-301

A-301

49'-8"

/2

CONTROL JOINT

LIMESTONE BAND

BRICK VENEER

INSULATED

METAL

PANELS

CONTROL JOINT

DOWN SPOUT

DOWN SPOUT

CONTROL JOINT

GL-2

GL-2

GL-2

GL-2

GL-2

GL-2

GL-2

GL-2

Revisions: Date

Drawing Title:

Approved: Project Director

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER:

Date Checked Drawn

FULLY SPRINKLERED

ACG Project Number

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs# © COPYRIGHT Apogee Consulting Group, P.A.

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A-201

EXTERIOR ELEVATIONS

9 20DMM EGS

USP 800 PHARMACY

COMPLIANCE FOR YORK

VAMC - TVHS

3400 LEBANON RD, MURFREESBORO,

TN 37129

05/07/2019

FINAL CONSTRUCTION DOCUMENTS

626-30818-262

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

NORTH ELEVATION

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

SOUTH ELEVATION

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

EAST ELEVATION

0 2 4 8

0 2 4 8

0 2 4 8

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A L

C O

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I O

N

N O

R T H C A R O L

I N

A

A R

BASEMENT FLOOR

0"

FIRST FLOOR

12' - 0"

30343740 26

T.O. COPING

20' - 2"

T.O. SLAB

19' - 4"

T.O. HEADER (VIF)

9' - 8"

EQUIPMENT PLATFORM

11' - 0"

CEILING

8' - 0"

25.5

OPEN

STORAGE

G12Z

CORRIDOR

G12W

A-302

A-301

A-301

_____ EXISTING

BUILDING

BEYOND

PIPE RAILING

A-303

BASEMENT FLOOR

0"

30343740

T.O. COPING

20' - 2"

T.O. SLAB

19' - 4"

T.O. HEADER (VIF)

9' - 8"

EQUIPMENT PLATFORM

11' - 0"

CEILING

8' - 0"

IV

ANTEROOM

G12DD

OPEN

STORAGE

G12Z

A-301

A-301

A-303

3 _____ A-304

A B C D E F G

T.O. COPING

20' - 2"

T.O. SLAB

19' - 4"

T.O. HEADER (VIF)

9' - 8"

A-301

A-301

A-301

A-301

EQUIPMENT PLATFORM

11' - 0"

CEILING

8' - 0"

A-301

A-301

HD

BUFFER

G12HH

OPEN

STORAGE

G12Z

DELIVERY/

RECYCLING

/WASTE

PICKUP

G12U

EXISTING

BUILDING

BEYOND

GATE

PIPE

RAIL

A-304

MECHANICAL

LOUVER

BEYOND

A-302

SIM.

IV

BUFFER

G12CC

IV

ANTEROOM

G12DD

IV

BUFFER

G12MM

BASEMENT FLOOR

0"

FIRST FLOOR

12' - 0"

THIRD FLOOR

24' - 0"

30343740 26

T.O. COPING

20' - 2"

T.O. SLAB

19' - 4"

T.O. HEADER (VIF)

9' - 8"

EQUIPMENT PLATFORM

11' - 0"

CEILING

8' - 0"

25.5

A-301

A-301

HD

ANTEROOM

G12GG

OPEN

STORAGE

G12Z

HD

BUFFER

G12HH

HD

STAGING

G12X

WALKABLE

CEILING

RAILING

A-302

ACOUSTICAL CEILING

TILE, REFER TO

FINISH SCHEDULE

FOR LOCATION AND

DETAILS.

CLEAN ROOM

PANEL CEILING

SYSTEM

Revisions: Date

Drawing Title:

Approved: Project Director

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER:

Date Checked Drawn

FULLY SPRINKLERED

ACG Project Number

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs# © COPYRIGHT Apogee Consulting Group, P.A.

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A-301

BUILDING SECTIONS

10 20DMM EGS

USP 800 PHARMACY

COMPLIANCE FOR YORK

VAMC - TVHS

3400 LEBANON RD, MURFREESBORO,

TN 37129

05/07/2019

FINAL CONSTRUCTION DOCUMENTS

626-30818-262

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

NORTH-SOUTH BUILDING SECTION THROUGH EQUIPMENT PLATFORM ENTRANCE

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

NORTH-SOUTH BUILDING SECTION THROUGH IV ROOMS 0 2 4 8

0 2 4 8

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

EAST-WEST BUILDING SECTION THROUGH DELIVERY/PICKUP AREA

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

NORTH-SOUTH BUILDING SECTION

0 2 4 8

0 2 4 8

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C H I T E C T U R

A L

C O

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I O

N

N O

R T H C A R O L

I N

A

A R

GROUND FLOOR

PLAN

0' - 0"

FIRST FLOOR -

EQUIPMENT PLAN

10' - 9 1/2"

ROOF FRAMING

PLAN

20' - 0"

T/(E) GRADE

1' - 4"

Parapet 21' - 4"

/2

BASE AS

SCHEDULED

FLOOR FINISH AS

SCHEDULED

CONCRETE SLAB ON

GRADE - SEE

STRUCTURAL

6" METAL STUD

FRAMING

RIGID INSULATION

BRICK VENEER TO

MATCH HISTORIC

MASONRY

EXTERIOR

SHEATHING

5" BATT INSULATION

CAPILLARY FILL

PERIMETER RIGID INSULATION

FINISH

GRADE

SELF ADHEARED

NON-PERMEABLE

MEMBRANE

CEILING AS

SCHEDULED

2" AIR GAP

14" STONE BAND -

ALIGN WITH EXISTING

BUILDING BAND

BRICK TIES

EVERY 24"

30" INSULATED METAL

PANELS

6" METAL STUD

FRAMING

5" BATT INSULATION

BEAM, REFER TO

STURCTURAL

SCUPPER

DRAIN TILE

6X8X16 CMU GROUT SOLID

METAL COPING

CONCRETE SLAB

ON COMPOSITE

METAL DECK

4" RIGID

INSULATION

JOIST REFER TO

STRUCTURAL

WEEP HOLE

A-304

GROUND FLOOR

PLAN

0' - 0"

FIRST FLOOR -

EQUIPMENT PLAN

10' - 9 1/2"

ROOF FRAMING

PLAN

20' - 0"

26 25.5

T/(E) GRADE

1' - 4"

Parapet 21' - 4"

9"

EXISTINGNEW

BEAM, REFER TO

STRUCTURAL

EXPANSION

JOINT

EXISTING ROOF

EXISTING BRICK VENEER

CEILING AS SCHEDULED

5/8 GYPSUM WALL BOARD

3-5/8 TYPE 'X' METAL STUD

FRAMING

3" BATT INSULATION

BASE AS SCHEDULED

FLOOR FINISH AS

SCHEDULED

CONCRETE SLAB ON

GRADE - SEE

STRUCTURAL

STAIRS (BEYOND)

JOIST REFER TO

STRUCTURAL

INSULATED METAL PANELS

ALUMINUM COPING

/2

GROUND FLOOR

PLAN

0' - 0"

FIRST FLOOR -

EQUIPMENT PLAN

10' - 9 1/2"

ROOF FRAMING

PLAN

20' - 0"

26 25.5

T/(E) GRADE

1' - 4"

Parapet 21' - 4"

R O

U G

H D

O O

R O

P E

N

IN

G

B E

Y O

N D

NEW EXISTING

BASE AS SCHEDULED

FLOOR FINISH AS

SCHEDULED

CONCRETE SLAB ON

GRADE - SEE

STRUCTURAL

SLIDING

DOOR, AS

SCHEDULED

EXISTING BRICK VENEER

EXISTING CEILING

BOX HEADER

GYPSUM WALL BOARD,

PAINTED

CEILING AS SCHEDULED

STOREFRONT

(BEYOND)

STAIRS

PIPE RAILING (BEYOND)

EXPANSION JOINT

EXISTING CEILING

EXTERIOR ALUMINUM

DOOR WITH HOLLOW

METAL FRAME

INSULATED METAL PANEL

ALUMINUM COPING

/2

REFER TO STRCTURAL

FOR FOUNDATION

DETAILS

Revisions: Date

Drawing Title:

Approved: Project Director

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER:

Date Checked Drawn

FULLY SPRINKLERED

ACG Project Number

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs# © COPYRIGHT Apogee Consulting Group, P.A.

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A-302

WALL SECTIONS

11 20DMM HM

USP 800 PHARMACY

COMPLIANCE FOR YORK

VAMC - TVHS

3400 LEBANON RD, MURFREESBORO,

TN 37129

05/07/2019

FINAL CONSTRUCTION DOCUMENTS

626-30818-262

Scale: 1" = 1'-0"

BUILDING SECTION - TYPICAL BRICK VENEER WALL SECTION

Scale: 1" = 1'-0"

BUILDING SECTION - EXPANSION JOINT 0 1 2

Scale: 1" = 1'-0"

BUILDING SECTION - EQUIPMENT PLATFORM DOOR 0 1 20 1 2

E GI H,N

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C H I T E C T U R

A L

C O

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I O

N

N O

R T H C A R O L

I N A

A R

EF

EXISTING NEW

2'-6"

4 1/2"

4"

CONCRETE SLAB ON GRADE

- SEE STRUCTURAL

FLOOR FINISH AS SCHEDULED

BASE AS SCHEDULED

EXISTING EXTERIOR WALL

3-5/8" METAL STID

3" BATT INSULATION

CEILING AS SCHEDULED

BEAM, REFER TO STRUCTURAL

FOR DETAILS

EXPANSION JOINT

SLOPE TO

SCUPPER

BASE AS

SCHEDULED

FLOOR FINISH AS

SCHEDULED

CONCRETE SLAB ON

GRADE - SEE

STRUCTURAL

6" METAL STUD

FRAMING

RIGID INSULATION

BRICK VENEER TO

MATCH HISTORIC

MASONRY

EXTERIOR

SHEATHING

5" BATT INSULATION

SELF ADHEARED

NON-PERMEABLE

MEMBRANE

CEILING AS

SCHEDULED

2" AIR GAP

BRICK TIES

EVERY 24"

CAPILLARY FILL

PERIMETER RIGID

INSULATION

6X8X16 CMU

GROUT SOLID

14" STONE BAND -

ALIGN WITH EXISTING

BUILDING BAND

INSULATED METAL

PANELS (BEYOND)

6" METAL STUD

FRAMING AND

BOXED HEADER

BEAM, REFER TO

STURCTURAL

CONCRETE SLAB

ON COMPOSITE

METAL DECK

JOIST REFER TO

STRUCTURAL

LOUVER - SEE MECH

FOR DUCT CONNECTIONS

AND REQUIREMENTS

DRAIN TILE

BRICK VENEER TO

MATCH HISTORIC

MASONRY

WEEP HOLE

DRAIN TILE

ALUMINUM WINDOW WITH

GL-2 GLAZING

CAPILLARY FILL

6X8X16 CMU

GROUT SOLID

CONCRETE SLAB ON GRADE -

SEE STRUCTURAL

FLOOR FINISH AS SCHEDULED

BASE AS SCHEDULED

BRICK TIES EVERY 24"

BRICK VENEER TO

MATCH HISTORIC

MASONRY

WEEP HOLE

SELF ADHEARED NON-

PERMEABLE MEMBRANE

RIGID INSULATION

5" BATT INSULATION

CEILING AS

SCHEDULED

14" STONE BAND-ALIGN WITH

EXISTING BUILDING BAND

INSULATED METAL PANELS

6" METAL STUD FRAMING

6" BATT INSULATION

BEAM, REFER TO

STRUCTURAL

JOIST, REFER TO

STRUCTURAL

BRICK BEYOND

STAINLESS STEEL MESH

SECURTIY SCREEN

Revisions: Date

Drawing Title:

Approved: Project Director

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER:

Date Checked Drawn

FULLY SPRINKLERED

ACG Project Number

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs# © COPYRIGHT Apogee Consulting Group, P.A.

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P

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A-303

WALL SECTIONS

12 20DMM HM

USP 800 PHARMACY

COMPLIANCE FOR YORK

VAMC - TVHS

3400 LEBANON RD, MURFREESBORO,

TN 37129

05/07/2019

FINAL CONSTRUCTION DOCUMENTS

626-30818-262

Scale: 1" = 1'-0"

BUILDING SECTION

Scale: 1" = 1'-0"

BUILDING SECTION AT LOUVER

Scale: 1" = 1'-0"

BUILDING SECTION THROUGH WINDOW

E GI H,N

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C H I T E C T U R

A L

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N

N O

R T H C A R O L

I N

A

A R

A

CEMENTITIOUS SOFFIT BOARD

ON COLD FORMED FRAMING

16 GAUGE 6" COLD FORMED

STEEL FRAMING

SHELF ANGLE - SEE

STRUCTURAL

EDGE ANGLE

SLOPE

CONCRETE DECK

4" BASE INSULATION

COVER BOARD

SINGLE PLY MEMBRAIN

NEW BATT INSULATION

IN POLYETHYLENE

ENVELOPE

EXTERIOR GYPSUM

SHEATHING

METAL STUD

WALL

SELF-ADHEARING

MEMBRAIN FLASHING

EXPANSION JOINT

COVER

COUNTER FLASHING

ALUMINUM COPING

EXISTING BUILDING

MASONRY WALL

COUNTER FLASHING

1 1/2" PIPE

GUARDRAIL

SHOE /

ESCUTCHEON

1 1/2" PIPE

RAIL

RAIL MOUNT ON

SIDE. SEE

STRUCTURAL DETAIL

20 ON SHEET S-501

FINISH FLOOR

ROOF FRAMING

PLAN

20' - 0"

SEALANT

COUNTER

FLASHING

LIQUID

FLASHING

METAL

FLANGES

SEALANT

CONDUCTOR

HEAD

SLOPE = 1/2"

MIRRIOR FILM.

APPLY TO EXTERIOR

SURFACE 1.

REFLECTIVE

SURFACE TOWARDS

INTERIOR.

EXISTING WINDOW

EXISTING WALL

EXISTINGNEW

18 GAUGE

GALVANIZED SHEET

STEEL.. 48" X 72" AT

WINDOW. SECURE

PERIMETER 12" ON

CENTER

EXISTING WALL

A-304

CEMENTITIOUS

SHEATHING,

TYPICAL ALL

AROUND

PERIMETER OF

ROOM.

VARIES

4'-4"

FINISH FLOOR

AT ELEVATOR

PIT

2-1/2" X 1/4"

STEEL BAR

STRINGER

3/4" STEEL

RUNGS WELD TO

STRINGER

1/2: CONCRETE

ANCHOR

EXTEND LADDER 5'-0"

ABOVE BASEMENT

(GROUND) LEVEL'S

FLOOR SILL

ENTRANCE

ELEVATOR MANUFACTURER

CLEARANCE

REQUIREMENTS. VERIFY

REQUIRED OSHA TOE

CLEARANCE.

FLOOR LEVEL

EL: VARIES

2'-0"

TYP.

2'-0"

TYP.

A .F

.F

CL

6"

V .I .F

L A

D D

E R

H E

IG

H

T V

A R

IE

S

Revisions: Date

Drawing Title:

Approved: Project Director

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER:

Date Checked Drawn

FULLY SPRINKLERED

ACG Project Number

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs# © COPYRIGHT Apogee Consulting Group, P.A.

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A-304

WALL SECTIONS AND DETAILS

13 20DMM HM

USP 800 PHARMACY

COMPLIANCE FOR YORK

VAMC - TVHS

3400 LEBANON RD, MURFREESBORO,

TN 37129

05/07/2019

FINAL CONSTRUCTION DOCUMENTS

626-30818-262

Scale: 3" = 1'-0"

EAST-WEST BUILDING SECTION THROUGH DELIVERY/PICKUP AREA

Scale: 3" = 1'-0"

EXPANSION JOINT DETAIL

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

PIPE RAILING DETAIL

Scale: 3" = 1'-0"

TYPICAL SCUPPER DETAIL

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

DETAIL AT EXISTING WINDOW

Scale: 1" = 1'-0"

LADDER DETAIL

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C H I T E C T U R

A L

C O

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O T

I O

N

N O

R T H C A R O L

I N

A

A R

F0860

L2336

PASS-THRU

M1801 F0230

F0860

L2336

F0860

PASS-THRU

GL-1 GL-1

GL-1GL-1

CLEAN ROOM GLASS

WALL SYSTEM

CLEAN ROOM GLASS

WALL SYSTEM

A5080

M2055A

CLEAN

ROOM

WALL

A5025

A5077

SCRUB

SINK

WITH

EYEWASH

GL-1

GL-1

GL-1

GL-1

CLEAN ROOM GLASS

WALL SYSTEM

CW090

CLEAN

ROOM

WALL

M3073

HAC

GL-1

GL-1

GL-1

GL-1

CW090

A5100

M2055A

A5077

CLEAN

ROOM

WALL

A5025

HAC

F2010

A1080

SCRUB SINK

WITH EYEWASH

(BEYOND)

PASS-THRU

CLEAN ROOM WALL

(FUTURE HOOD LOCATION)HOOD

CLEAN ROOM

WALL

MECANICAL

CHASE

PASS-THRU

L2290

CLEAN ROOM GLASS

WALL SYSTEM

CW090

M3073

HAC

GL-1

GL-1GL-1

GL-1

CLEAN ROOM

GLASS

WALL SYSTEM

M2055A

A5077

A5080

F2010

A5025

A5100

CLEAN ROOM WALL

GL-1

GL-1GL-1

GL-1

A5077

A1080

CLEAN

ROOM

WALL

EPOXY COVE

WALL BASE 2

A5077

A5080

F2010 F0860

PASS-THRU

CLEAN ROOM WALL

L2336

F0860

M2055

CLEAN ROOM GLASS

WALL SYSTEM

R6060 A5077

A5080

F2010

WINDOW

(BEYOND)

CLEAN ROOM WALL

M2055 M2055M2055M2055

M2055

WINDOW

BEYOND

A5077

R6060

M1801

F0860

GYPSUM

BOARD

PAINTED WALL

GYPSUM

BOARD

PAINTED WALL

Revisions: Date

Drawing Title:

Approved: Project Director

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER:

SHEET NOTES:

Date Checked Drawn

FULLY SPRINKLERED

ACG Project Number

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs# © COPYRIGHT Apogee Consulting Group, P.A.

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P

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A-401

INTERIOR ELEVATIONS

14 20DMM EGS

USP 800 PHARMACY

COMPLIANCE FOR YORK

VAMC - TVHS

3400 LEBANON RD, MURFREESBORO,

TN 37129

05/07/2019

FINAL CONSTRUCTION DOCUMENTS

626-30818-262

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

SET-UP AREA NORTH ELEVATION

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

HD ANTEROOM SOUTH ELEVATION

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

HD ANTEROOM NORTH ELEVATION

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

HD ANTEROOM EAST ELEV.

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

IV BUFFER EAST ELEV.

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

BCG SOUTH ELEVATION 0 1 2 4

0 1 2 4 0 1 2 40 1 2 4

0 1 2 40 1 2 4

A. REFER TO SHEET AE601 FOR ADDITIONAL ROOM

FINISH, DOOR SCHEDULED AND DETAILS.

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

IV ANTEROOM NORTH ELEVATION

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

IV ANTEROOM SOUTH ELEVATION

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

IV ANTEROOM WEST ELEVATION

0 1 2 4

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

OPEN STORAGE WEST ELEVATION0 1 2 4 0 1 2 4 0 1 2 4

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

OPEN STORAGE SOUTH ELEVATION 0 1 2 4

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

OPEN STORAGE EAST ELEVATION 0 1 2 4

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M2055

R6900

M1801

E0945

F0860

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M2055

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PASS-THRU

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GL-1 GL-1

CLEAN ROOM GLASS

WALL SYSTEM

PASS-

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E0945

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M2055

M2055

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R6900

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L2336

L2290A

PASS-THRU

F0860

CLEAN ROOM GLASS

WALL SYSTEM

PASS-

THRU

GL-1 GL-1

GL-1GL-1

Revisions: Date

Drawing Title:

Approved: Project Director

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER:

SHEET NOTES:

Date Checked Drawn

FULLY SPRINKLERED

ACG Project Number

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs# © COPYRIGHT Apogee Consulting Group, P.A.

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INTERIOR ELEVATIONS AND ROOM

FINISH SCHEDULE

15 20DMM HM

USP 800 PHARMACY

COMPLIANCE FOR YORK

VAMC - TVHS

3400 LEBANON RD, MURFREESBORO,

TN 37129

05/07/2019

FINAL CONSTRUCTION DOCUMENTS

626-30818-262

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

HD STORAGE SOUTH ELEVATION

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

HD STORAGE NORTH ELEVATION

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

HD STORAGE EAST ELEVATION

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

HD STORAGE WEST ELEVATION

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

HD BUFFER WEST ELEVATION

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

HD BUFFER SOUTH ELEVATION

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

HD BUFFER NORTH ELEVATION

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

HD BUFFER EAST ELEVATION

ACT= ACOUSTICAL CEILING PANEL

AL= ALUMINUM

ALCW= ALUMINUM CLAD WOOD

EP= EPOXY RESIN

EXIST= EXISTING

FRP= FIBER REINFORCED PLASTIC

GB GYPSUM BOARD

GL= GLASS

GSS GALVANIZED SHEET STEEL WITH HONEYCOMB CORE

HBEC= HIGH BUILD EPOXY COATING

HM= HOLLOW METAL

IHM= INSULATED HOLLOW METAL

MCRC MODULAR CLEAN ROOM CEILING (WALKABLE

CEILING)

OHD= OVERHEAD DOOR

PF= PREFINISHED

PNT= PAINT

RB-S= RUBBER BASE - STRAIGHT

RB= RUBBER BASE

SCW= SOLID CORE WOOD

STN= STAIN

WD= WOOD

WPVC WELDED PVC

WVNL WELDED VINYL

ROOM FINISH SCHEDULE

ROOM NO. NAME FLOOR BASE

WALLS

Area

CEILING

REMARKS

EAST NORTH SOUTH WEST

FIN HEIGHTMAT'L FIN MAT'L FIN MAT'L FIN MAT'L FIN

BASEMENT FLOOR

G12CC IV BUFFER EP EP GSS WPVC GSS WPVC GSS WPVC GSS WPVC 78 SF MCRC 8' - 0"

G12HH HD BUFFER EP EP GSS WPVC GSS WPVC GSS WPVC GSS WPVC 78 SF MCRC 8' - 0"

G12GG HD ANTEROOM EP EP GSS WPVC GSS WPVC GSS WPVC GSS WPVC 95 SF MCRC 8' - 0"

G12X HD STAGING RF RB GSS WPVC GB HBEC GB HBEC GSS WPVC 108 SF ACT 8' - 0"

G12U DELIVERY/ RECYCLING

/WASTE PICKUP

SEALED

CONCRETE

NONE BRICK - BRICK - BRICK - BRICK - 74 SF - 8' - 0"

G12V RECEIVING TEARDOWN RF RB GB HBEC GB HBEC GB HBEC GB HBEC 81 SF ACT 8' - 0"

G12Z OPEN STORAGE RF RB GB HBEC GB HBEC GB HBEC GB HBEC 567 SF ACT/MCRC 8' - 0"

G12W CORRIDOR RF RB GB HBEC GB HBEC GSS WPVC GSS WPVC 179 SF ACT 8' - 0"

G12AA OFFICE CPT RB-S GB HBEC GSS WPVC GSS WPVC GB HBEC 77 SF ACT 8' - 0"

G12DD IV ANTEROOM EP EP GSS WPVC GSS WPVC GSS WPVC GSS WPVC 122 SF MCRC 8' - 0"

G12MM IV BUFFER EP EP GSS WPVC GSS WPVC GSS WPVC GSS WPVC 73 SF MCRC 8' - 0"

A. REFER TO SHEET AE601 FOR ADDITIONAL ROOM

FINISH, DOOR SCHEDULED AND DETAILS.

0 1 2 4

0 1 2 4

0 1 2 4

0 1 2 4

0 1 2 4

0 1 2 4

0 1 2 4

0 1 2 4

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FINISH FLOOR

SEAL GAP @ GYP. BD.

TO FLOOR CONDITION

BASE - REFER TO ROOM

FINISH SCHEDULE

SEE ROOM FINISH

SCHEDULE FOR FURTHER

FINISH INFORMATION

3-5/8" METAL STUDS @ 16"

O.C. W/ CONTINUOUS

STIFFENER CHANNEL

3-5/8" SOUND ATTENUATION

INSULATION (NON-RATED) AT

2A ONLY

5/8" FIRE RESISTANT GYPSUM

BOARD - BOTH SIDES

CEILING SYSTEM - REFER TO

ROOM FINISH SCHEDULE

ACOUSTICAL JOINT SEALANT

SOUND ATTENUATION BATT INSULATION

1 HOUR RATED

FINISH FLOOR

SEAL GAP @ GYP. BD.

TO FLOOR CONDITION

BASE - REFER TO ROOM

FINISH SCHEDULE

SEE ROOM FINISH

SCHEDULE FOR FURTHER

FINISH INFORMATION

3-5/8" METAL STUDS @ 16"

O.C. W/ CONTINUOUS

STIFFENER CHANNEL

5/8" GYPSUM BOARD

CEILING SYSTEM - REFER TO

ROOM FINISH SCHEDULE

A B

C E

IL

IN

G

C

2"

FLOOR AS

SCHEDULED

MODULAR CLEAN

ROOM COVE

ASSEMBLY

MODULAR CLEAN

ROOM WALL

PANEL

OPTIONAL

REMOVABLE

AIRWALL SCREEN

B .O

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1/2 " MODULAR CLEAN ROOM PERIMETER WALL PANEL

ON FIELD INSTALLED 3-5/8" STUD FRAME

C-3 2 " MODULAR CLEAN ROOM GLASS WALL SYSTEM

FINISH FLOOR

SEAL GAP @ GYP. BD.

TO FLOOR CONDITION

BASE - REFER TO ROOM

FINISH SCHEDULE

SEE ROOM FINISH

SCHEDULE FOR FURTHER

FINISH INFORMATION

3-5/8" METAL STUDS @ 16"

O.C. W/ CONTINUOUS

STIFFENER CHANNEL

5/8" FIRE RESISTANT GYPSUM

BOARD

CEILING SYSTEM - REFER TO

ROOM FINISH SCHEDULE

ACOUSTICAL JOINT SEALANT

BOTTOM OF STRUCTURE

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1/2" CLEAN ROOM WALL PANEL

CEMENTITIOUS SHEATHING

COVE

BASE

2" LIGHTWEIGHT CONCRETE

ON 0.6" METAL DECK. REFER

TO SRUCTURAL DRAWINGS

FOR MORE INFORMATION.

SEALANT BOTH SIDES

SLIP TRACK W/ ELONGATED LEGS

AND SLOTTED HOLES

REFER TO PARTITION

TYPES FOR WALL

SHEATHING MATERIAL

COMPRESSIBLE MIN. FIBER

AC. INSUL.

METAL FRAMING TOP TRACK

STEEL BEAM, REFER TO

STRUCTURAL DRAWINGS

FOR MORE INFORMATION.

EXTEND FRAMING TO

STRUCTURE ABOVE AND

KICKBACK TO STRUCTURE

FOR BRACING.

GYPSUM BOARD

SOFFED

TIE CLEANROOM CEILING

PANEL TO SOFFIT, PER

MANUFACTURES

DIRECTIONS.

ACOUSTICAL CEILING

TILE, REFER TO

REFLECTED CEILING

PLAN FOR LOCATION

COVE AT CEILING

CLEAN ROOM PANEL

CEILING MOUNTED

HARDWARE

/2

CLEAN ROOM CEILING

PANEL SYSTEM. REFER

TO REFLECTED CEILING

PLAN FOR LOCATION

A

Revisions: Date

Drawing Title:

Approved: Project Director

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER:

Date Checked Drawn

FULLY SPRINKLERED

ACG Project Number

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs# © COPYRIGHT Apogee Consulting Group, P.A.

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PARTITION TYPES

16 20DMM HM

USP 800 PHARMACY

COMPLIANCE FOR YORK

VAMC - TVHS

3400 LEBANON RD, MURFREESBORO,

TN 37129

05/07/2019

FINAL CONSTRUCTION DOCUMENTS

626-30818-262

Scale: 3/4" = 1'-0"

PARTITION TYPES

Scale: 3" = 1'-0"

SLIP TRACK DETAIL

Scale: 3" = 1'-0"

CEILING AT SOFFIT

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