Attachment 02 - 534-24-902 - Project Drawings.pdf

INDEX OF DRAWINGS

GI001

SHEET

NO.

DRAWING TITLE

GENERAL

GI002

ARCHITECTURAL

SHEET

NO.

COVER SHEET

LEGENDS, ABBREVIATIONS AND NOTES

FIRST FLOOR PLANAE101

TEMPORARY COMPOUNDING AREA

PROJECT NUMBER: 534-24-902

BID DOCUMENTS

RALPH H. JOHNSON VA HEALTH CARE SYSTEM

CHARLESTON, SC

FIRST FLOOR PLAN - DEMOLITIONAD101

MECHANICAL

MECHANICAL LEGEND, ABBREVIATIONS, AND NOTESM001

FIRST FLOOR AND ENLARGED MECHANICAL DEMOLITION PLANMD101

FIRST FLOOR AND ENLARGED MECHANICAL NEW WORK PLANM101

LOCATION MAP

NOT TO SCALE

AREA MAP

NOT TO SCALE

PROJECT LOCATION PROJECT LOCATION

TRUE

NORTH

PLAN

NORTH

FIRST FLOOR REFLECTED CEILING PLAN - DEMOLITIONAD111

ROOF PLAN - DEMOLITIONAD121

FIRST FLOOR REFLECTED CEILING PLANAE111

ROOF PLANAE121

TRUE

NORTH

PLAN

NORTH

DRAWING TITLE

ELECTRICAL

ELECTRICAL GENERAL NOTES AND ABBREVIATIONSE001

ELECTRICAL LEGENDE002

ELECTRICAL FIRST FLOOR DEMO PLANED101

ELECTRICAL FIRST FLOOR PLANE101

ELECTRICAL ROOF PLANE102

MECHANICAL NOTESM002

ROOF PLAN AND SECTIONS - MECHANICAL NEW WORK PLANM102

M501 MECHANICAL DETAILS

VA STATION GENERAL CONTROL NOTES AND LEGENDM800

CONTROL SCHEMATIC, SEQUENCE OF CONTROL, AND CONTROL POINT - MECHANICALM801

GI003 LIFE SAFETY AND ICRA FLOOR PLANS

VA FORM 08-6231

1 2 3 4 5 6 7 8 9

DATE:

Drawing Title:

Approved Project Director

Project Title:

1 2 3 4 5 6 7 8 9

BID DOCUMENTS

512 MEANS ST NW

Phase Project Number

Building Number

Drawing NumberLocation

Issue Date CheckedFULLY SPRINKLERED

STAMP

STE. 400

ATLANTA, GA 30318

ARCHITECT/ENGINEER OF RECORDCONSULTANT

A

B

C

D

E

F

U.S. Department of Veterans Affairs

Office of Construction and

Facilities Management

Drawn

SV SJ/KB

534-24-902

08-08-2025REVISIONS:

A

B

C

D

E

F

TEMPORARY COMPOUNDING AREA

CHARLESTON, SC

COVER SHEET

GI0018-08-25

ARCHITECTURAL ABBREVIATIONSARCHITECTURAL LEGEND

GENERAL ARCHITECTURAL NOTES

GENERAL PROJECT NOTES

A

GA4

A301

A201

A401

ROOM

NAME

+ 0'-6"

F.E.C.

AIR CONDITIONING

ACOUSTICAL CEILING TILE

ABOVE FINISH FLOOR

ALUMINUM

BATT INSULATION

BOTTOM OF

CEMENTITIOUS BACKER BOARD

CEMENTITIOUS CRYSTALLINE WATERPROOFING

COLD-FORMED METAL FRAMING

CORNER GUARD

CENTERLINE

CONCRETE MASONRY UNIT

CASED OPENING

COMMUNICATION

CONCRETE

SEALED CONCRETE

CONTINUOUS

CONTRACTING OFFICER'S REPRESENTATIVE

CERAMIC TILE

CERAMIC TILE BASE

CARPET

DIAMETER

EXPANSION JOINT

ELECTRICAL

EPOXY FLOORING

EXPOSED STRUCTURE

ET CETERA

EXISTING

EXPOSED

FACTORY FINISH

FLOOR DRAIN

FIRE EXTINGUISHER CABINET

FIRE HOSE CABINET

FINISHED FLOOR

FINISH

FLOOR

FACE OF

FIELD VERIFY

FABRIC WALLCOVERING

GAGE

GRANITE

GYPSUM (WALL) BOARD

HANDICAPPED

HOLLOW METAL

HANDRAIL

HEATING VENTILATION AND AIR-CONDITIONING

MATERIAL

MAXIMUM

MECHANICAL

MANUFACTURER

MINIMUM

MASONRY OPENING

METAL

NOT IN CONTRACT

NOT TO SCALE

ON CENTER

OPPOSITE HAND

PLASTER

PLASTIC LAMINATE

PORCELAIN TILE

PAIR

PAINT

QUARRY TILE

RESILIENT BASE

REFRIGERATOR

REQUIRED

RESINOUS FLOORING

RESINOUS EPOXY WALL-CEILING

ROUGH OPENING

RUBBER FLOORING

RECESSED PAPER HOLDER

SEALED HIGH BUILD GLAZED COATING

SOLID CORE WOOD

SIMILAR

SPECIAL FACED

STAINLESS STEEL

STEEL

SUBSTRATE

SHEET VINYL

SOLID VINYL TILE

TELEPHONE

TOP OF

TYPICAL

UNLESS NOTED OTHERWISE

VINYL COMPOSITION TILE

VINYL WALL COVERING

WALL COVERING

WALL PROTECTION

WOOD

WELDED SEAM SHEET FLOORING

AC

AT

AFF

AL

BATT

BO

CBB

CCW

CFMF

CG

C

CMU

CO

COMM

CONC

SCONC

CONT

COR

CT

CTB

CP

DIA

EJ

ELEC

EPY

ES

ETC

EXIST

EXP

FAC FIN

FD

FEC

FHC

FF

FIN

FLR

FO

FV

FWC

GA

GRA

GYP BD/GWB

HC

HM

HR

HVAC

MATL

MAX

MECH

MFR

MIN

MO

MTL

NIC

NTS

OC

OH

PLS

PL

PT

PR

P

QT

RB

REF

REQ'D

RES

RES-W

RO

RF

RPH

SC

SCW

SIM

SP

SS

STL

SUBS

SV

SVT

TELE

TO

TYP

UNO

VCT

VWC

WC

WP

WD

WSF

L

FIRE EXTINGUISHER CABINET

ROOM NAME AND NUMBER

DOOR NUMBER

KEY NOTE

WINDOW TYPE

PARTITION TYPE

DETAIL CALLOUT

DETAIL NUMBER

SHEET WHERE DETAIL IS DRAWN

SECTION CALLOUT

VERTICAL ELEVATION

COLUMN CENTERLINE DESIGNATION

DEMOLITION KEY NOTE

DETAIL NUMBER

SHEET WHERE DETAIL IS DRAWN

INTERIOR ELEVATION CALLOUT

DETAIL NUMBER

SHEET WHERE DETAIL IS DRAWN

CARD READERCR

HIGH-PRESSURE LAMINATEHPL

LUXURY VINYL TILELVT

EDGE OF DECKEOD

DOWNSPOUTDS

CONTROL JOINTCJ

DRINKING FOUNTAINDF

FIRE RETARDANT TREATEDFRT

EXTERIOR INSULATION FINISHING SYSTEMEIFS

WATER RESISTANTWR

J1

SECTION CUT

HEAD/JAMB/SILL DETAIL NUMBER EQUALEQ

CARPET TILECPT

REFLECTED CEILING PLANRCP

SOLID SURFACE MATERIALSSM

X1045 EQUIPMENT JSN NUMBER

ALUMINUM COMPOSITE METAL PANELSACMP

A. DIMENSIONS, UNLESS OTHERWISE INDICATED, ARE TO:

• FACE OF EXISTING WALL SURFACE

• FACE OF MASONRY

• FACE OF WALL STUDS

• TOP OF SLAB

• TOP OF MASONRY

• ALIGN WALLS WITH EXISTING WHERE NOT OTHERWISE INDICATED.

B. COORDINATE WITH ALL DISCIPLINES DRAWINGS FOR ADDITIONAL REQUIREMENTS.

COORDINATE OPENINGS IN SLABS, ROOF, AND WALLS. WHERE HOLES IN EXISTING WALLS

AND SLABS ARE CREATED FOR PENETRATIONS, COORDINATE SIZE AND LOCATION. PATCH

HOLES CAUSED BY THE REMOVAL OF EQUIPMENT, PIPING, CONDUIT, DUCT, GRILLES, ETC.

WITH MATERIALS MATCHING EXISTING SLAB OR WALL IN STRUCTURE, MATERIAL,

THICKNESS, ALIGNMENT, GRADES, AND QUALITY.

C. COORDINATE AND PROVIDE GALVANIZED METAL BACKER PLATE OR SOLID FIRE

RETARDANT TREATED WOOD BLOCKING FOR WALL-MOUNTED ITEMS. COORDINATE

LOCATIONS WITH COR FOR GOVERNMENT PROVIDED/CONTRACTOR INSTALLED

EQUIPMENT.

D. `PROVIDE' IS DEFINED AS PROVIDING MATERIALS, DELIVERY, STORAGE, HANDLING,

INSTALLATION, ADJUSTMENT, AND CLEANING FOR THE ITEM INDICATED.

E. SEAL PIPE PENETRATIONS THROUGH SLABS, MASONRY, SMOKE RATED PARTITIONS AND

FIRE-RATED PARTITIONS WITH THE APPROPRIATE FIRESTOP TO MAINTAIN THE RATING OF

THE WALL OR SLAB. SUBMIT CUT SHEETS AND SPECIFICATIONS TO THE COR FOR

APPROVAL PRIOR TO INSTALLATION. PROVIDE UL LISTED ASSEMBLIES.

F. SKIM COAT ALL DAMAGED EXISTING WALL SURFACES THAT REQUIRE PAINTING.

G. REMOVED MATERIALS WHICH ARE INDICATED TO BE TURNED OVER TO THE COR SHALL BE

DELIVERED BY THE CONTRACTOR TO A PLACE INDICATED BY THE COR .

H. REMOVE COMPLETELY ALL MATERIALS AS INDICATED ON THE DRAWINGS AND AS

REQUIRED FOR CONSTRUCTION. EDGES AND FACES OF DEMOLISHED AREAS SHALL BE

REPAIRED TO ACCEPT NEAT INSTALLATION OF CONSTRUCTION OR FINISHES. WHERE

EXISTING MATERIALS ARE TO BE REPLACED (WALLS, INSULATION, FLOORING, ETC.)

EXISTING MATERIALS, ADHESIVES, ETC. SHALL BE REMOVED AND EXPOSED SURFACES

SHALL BE PREPARED AS INDICATED OR SPECIFIED PRIOR TO INSTALLATION OF

MATERIALS.

I. PREVENT DAMAGE TO MATERIALS AND FINISHES TO REMAIN. REPAIR DAMAGES FROM

CONSTRUCTION ACTIVITIES TO EXISTING ITEMS TO REMAIN, AT NO ADDITIONAL COST

WHERE SUCH EXPOSED MATERIALS OR FINISHES TO REMAIN ARE DAMAGED.

A. THE CONTRACTOR SHALL BE PREPARED TO STOP ANY WORK AND CLEAN UP THE WORK AREA

AS DIRECTED IN MEDICAL SITUATIONS REQUIRING SUCH ACTION.

B. THE CONTRACTOR SHALL NOT ORDER OR INSTALL ANY MATERIALS OR EQUIPMENT UNTIL

SUBMITTALS FOR SUCH HAVE BEEN APPROVED.

C. ALL TOOLS AND MATERIALS USED IN THIS PROJECT SHALL BE PROPERLY SECURED AT ALL

TIMES BY THE CONTRACTOR TO REDUCE THE POSSIBILITY OF ANY OF THESE TOOLS BEING A

HAZARD TO PATIENTS, VISITORS AND STAFF.

D. THE CONTRACTOR WILL BE RESPONSIBLE FOR ACQUIRING I.D. BADGES FOR EACH MEMBER OF

HIS WORK FORCE. VALID FORMS OF I.D. ARE REQUIRED TO RECEIVE BADGES. COORDINATE

WITH COR.

E. THE CONTRACTOR, AT HIS EXPENSE, WILL BE RESPONSIBLE FOR TRAINING EACH MEMBER OF

HIS WORK FORCE ON VA POLICIES FOR ON-SITE WORK BEFORE ANY MEMBER WILL BE

ALLOWED TO PERFORM WORK ON VA PREMISES.

F. ABSOLUTELY NO VA TOOLS, MATERIALS OR EQUIPMENT WILL BE LOANED OR GIVEN BY THE VA

TO ANY MEMBER OF THE CONTRACTOR'S WORK FORCE AT ANY TIME.

G. ANY SMOKE DETECTORS HAVING ANY POTENTIAL FOR EXPOSURE TO CONSTRUCTION SMOKE,

DUST AND DEBRIS SHALL BE SUITABLY PROTECTED TO PREVENT ACCIDENTAL ALARM DURING

CONSTRUCTION. ALL SUCH ACTION MUST BE FIRST COORDINATED AN CLEARED WITH THE COR

AND THE VA SAFETY OFFICER. ALL FUNCTIONAL FIRE ALARM DEVICES SHALL BE ACTIVE

WHENEVER THE CONTRACTOR'S FORCES ARE NOT PRESENT IN THE WORK AREA.

H. THE CONTRACTOR MUST PROVIDE WRITTEN FIRE SAFETY CHECKLIST AT THE END OF EVERY

WORK DAY TO THE COR CERTIFYING THAT ALL WORK AREAS HAVE BEEN SURVEYED AND

FOUND TO BE SECURE, SAFE AND FREE OF ANY FLAMMABLE LIQUIDS.

I. CONTRACTOR SHALL COORDINATE ONLY WITH THE COR AND CONTRACTING OFFICER.

J. SEE SPECIFICATIONS SECTIONS 01 00 00 AND 01 35 26 FOR INTERIM LIFE SAFETY MEASURES.

K. ALL FINISH COLORS TO BE SELECTED BY COR/ VA INTERIOR DESIGNER WHERE NOT

OTHERWISE INDICATED. CONTRACTOR SHALL SUBMIT COLORS FROM THE MANUFACTURER'S

FULL RANGE OF COLORS.

L. PROVIDE 24"X24" ACCESS PANELS IN HARD CEILINGS WHERE DUCTS AND DAMPERS OR OTHER

PIPES REQUIRE ACCESS AS REQUIRED. COORDINATE EXACT LOCATIONS WITH THE COR.

M. THE CONTRACTOR SHALL NOT OPERATE ANY EXISTING VA EQUIPMENT WITHOUT

AUTHORIZATION FROM VAMC ENGINEERING SERVICE UNLESS AN EMERGENCY SITUATION

OCCURS.

N. CONTRACTOR SHALL MAINTAIN ALL FIRE-RATED ASSEMBLIES WITHIN THE PROJECT AREA

DURING PERFORMANCE OF THE WORK.

O. CONTRACTOR SHALL PROVIDE AND MAINTAIN ALL REQUIRED EXIT LIGHTING AND SIGNAGE

REQUIRED FOR EGRESS WITHIN AND ADJACENT TO THE PROJECT AREA DURING

PERFORMANCE OF THE WORK.

P. INDICATED EXISTING CONDITIONS ARE BASED UPON LIMITED FIELD INVESTIGATION AND DID

NOT INCLUDE DESTRUCTIVE INVESTIGATION OR TESTING. CONTRACTOR SHALL VERIFY ALL

EXISTING CONDITIONS INCLUDING DIMENSIONS OF THE INSTALLED CONSTRUCTION PRIOR TO

COMMENCING WITH THE WORK. IF DISCREPANCIES ARE DISCOVERED, THE CONTRACTOR

SHALL NOTIFY THE COR FOR INTERPRETATION AND DIRECTION PRIOR TO PROCEEDING WITH

THE WORK.

Q. COORDINATE WORK WITH EQUIPMENT SUPPLIER/ INSTALLER CONTRACTED SEPARATELY WITH

THE GOVERNMENT.

R. THE CONSTRUCTION AREA SHALL BE PROVIDED WITH A TEMPORARY FIRE EXTINGUISHER AT

ALL TIMES.

S. HIGH NOISE WORK SHALL ONLY OCCUR AFTER HOURS/WEEKENDS.

A ACCESSORY TYPE

ACCESSIBILITY REQUIREMENTS

FRONT APPROACHES

HINGE-SIDE APPROACHES

LATCH-SIDE APPROACHES

USE EITHER

OPTION 1 OR

OPTION 2

ALL DOOR ASSEMBLIES SHALL BE CONSTRUCTED TO MEET THE

INDICATED MINIMUM CLEARANCES AS APPLICABLE.

1'-0" IF DOOR HAS BOTH

A CLOSER AND A

LATCH

5' -0

1'-6"

3' -6

4'-6"

4' -0

O P

TI

O

N

5' -0

OPTION 1

3'-0"

O P

TI

O

N

4' -6

OPTION 2

3'-6"

2'-0"

4' -0

2'-0"

3' -6

4' -0

4' -6

W / C

LO

S

E R

4' -0

W / C

LO

S

E R

W /C

LO

S

E R

A N

D L

A

TC

H

ALL WORK SHALL COMPLY WITH FEDERAL ABA,

LOCAL, AND STATE ACCESSIBILITY CODES AND

REQUIREMENTS.

DOOR LOCATIONS

TYPICAL DETAILS

TYP DOOR LOCATION

SEE DOOR SCHEDULE

4"

TYP

TYPICAL SIGNAGE MOUTING HEIGHTS

A A

5' -0

4' -9

EQ EQ

UL DETAIL W-L-2038

ANY UL ASSEMBLY MEETING CRITERIA MAY BE UTILIZED. ASSEMBLIES

INDICATED ON THIS SHEET ARE FOR INFORMATION ONLY.

WALL

FLOOR

AND

WALL

FLOOR

AND

WALL

UL DETAIL C-AJ-1254

VA FORM 08-6231

1 2 3 4 5 6 7 8 9

DATE:

Drawing Title:

Approved Project Director

Project Title:

1 2 3 4 5 6 7 8 9

BID DOCUMENTS

512 MEANS ST NW

Phase Project Number

Building Number

Drawing NumberLocation

Issue Date CheckedFULLY SPRINKLERED

STAMP

STE. 400

ATLANTA, GA 30318

ARCHITECT/ENGINEER OF RECORDCONSULTANT

A

B

C

D

E

F

U.S. Department of Veterans Affairs

Office of Construction and

Facilities Management

Drawn

SV SJ/KB

534-24-902

08-08-2025REVISIONS:

A

B

C

D

E

F

TEMPORARY COMPOUNDING AREA

CHARLESTON, SC

LEGENDS, ABBREVIATIONS AND NOTES

GI0028-08-25

ABCDE

C.5E.5

WET LAB

DD171

TEMPORARY

COMPOUNDING

ROOM

DD172

LAB

SUPPORT

DD173

187'- 4"

FEC

KEY PLAN

NTS

PROJECT AREA

ICRA PLAN LEGEND

EXISTING CONSTRUCTION

TO REMAIN

LIMITS OF CONSTRUCTION

NEW CONSTRUCTION

ICRA PLAN KEY NOTES #

1 EXISTING DOOR AND FRAME ASSEMBLY TO REMAIN.

PROVIDE SEALS AND SWEEP AS REQUIRED AND KEEP DOOR CLOSED

AT ALL TIMES DURING CONSTRUCTION ACTIVITIES.

PROVIDE TEMPORARY ICRA CONTAINMENT WALL & DOOR IN

CONFROMANCE WITH ICRA 1.3 (VERSION)

THE CONSTRUCTION AREA SHALL BE PROVIDED WITH A TEMPORARY

FIRE EXTINGUISHER AT ALL TIMES.

INFECTION CONTROL BARRIER

WITH ACCESS DOOR.

ICRA GENERAL NOTES

A. PROVIDE ICRA BARRIERS AND ENTRANCE DOORS AS REQUIRED AND

INDICATED ON FLOOR PLAN. COORDINATE ICRA CATEGORY LEVEL AND

LOCATIONS WITH COR. BASIS OF DESIGN: STARC REALWALL.

B. HIGH NOISE WORK TO OCCUR AFTER HOURS/WEEKENDS.

C. HEPA FILTRATION REQUIRED CONTINUOUS MONITORING.

D. ICRA NEASURES ARE TO BE INSTALLED IN ACCORDANCE WITH ICRA 1.3

(VERSION)

A. DURING CONSTRUCTION, MEET OR EXCEED RECOMMENDED CONTROL

MEASURES OF ANSI/SMACNA 008-2008, CHAPTER 3.

B. PROTECT STORED ON-SITE AND INSTALLED ABSORPTIVE MATERIALS

FROM MOISTURE DAMAGE.

C. IF PERMANENTLY INSTALLED AIR HANDLERS ARE USED DURING

CONSTRUCTION, FILTRATION MEDIA WITH A MINIMUM EFFICIENCY

REPORTING VALUE (MERV) OF 8 MUST BE USED AT EACH RETURN AIR

GRILLE, AS DETERMINED BY ASHRAE STANDARD 52.2-1999 (WITH

ERRATA BUT WITHOUT ADDENDA). REPLACE ALL FILTRATION MEDIA

IMMEDIATELY PRIOR TO OCCUPANCY.

D. PERFORM BUILDING FLUSH-OUT AS FOLLOWS:

1. AFTER CONSTRUCTION ENDS, PRIOR TO OCCUPANCY AND WITH

INTERIOR FINISHES INSTALLED, PERFORM A BUILDING FLUSH-OUT

BY SUPPLYING A TOTAL VOLUME OF 14000 CU. FT. OF OUTDOOR

AIR PER SQ. FT. OF FLOOR AREA WHILE MAINTAINING AN INTERNAL

TEMPERATURE OF AT LEAST 60 DEGREES FAHRENHEIT AND A

RELATIVE HUMIDITY NO HIGHER THAN 60 PERCENT. OR

2. IF OCCUPANCY IS DESIRED PRIOR TO FLUSH-OUT COMPLETION,

THE SPACE MAY BE OCCUPIED FOLLOWING DELIVERY OF A

MINIMUM OF 3500 CU. FT. OF OUTDOOR AIR PER SQ. FT. OF FLOOR

AREA TO THE SPACE. ONCE A SPACE IS OCCUPIED, IT MUST BE

VENTILATED AT A MINIMUM RATE OF 0.30 CFM PER SQ. FT. OF

OUTSIDE AIR OR DESIGN MINIMUM OUTSIDE AIR RATE DETERMINED

UNTIL A TOTAL OF 14000 CU. FT./SQ. FT. OF OUTSIDE AIR HAS BEEN

DELIVERED TO THE SPACE. DURING EACH DAY OF FLUSH-OUT

PERIOD, VENTILATION MUST BEGIN A MINIMUM OF THREE HOURS

PRIOR TO OCCUPANCY AND CONTINUE DURING OCCUPANCY.

FIELD QUALITY CONTROL NOTES

TEMPORARY PATH OF TRAVEL

LIFE SAFETY LEGEND

TOTAL TRAVEL DISTANCE

TRAVEL DISTANCE TO EXIT = 187' - 4" < 200' - 0"

EXIST EXIT SIGN

AB

WET LAB

DD171

TEMPORARY

COMPOUNDING

ROOM

DD172

LAB

SUPPORT

DD173

2M A

T

HEPA

FEC

BSC-A2

VA FORM 08-6231

1 2 3 4 5 6 7 8 9

DATE:

Drawing Title:

Approved Project Director

Project Title:

1 2 3 4 5 6 7 8 9

BID DOCUMENTS

512 MEANS ST NW

Phase Project Number

Building Number

Drawing NumberLocation

Issue Date CheckedFULLY SPRINKLERED

STAMP

STE. 400

ATLANTA, GA 30318

ARCHITECT/ENGINEER OF RECORDCONSULTANT

A

B

C

D

E

F

U.S. Department of Veterans Affairs

Office of Construction and

Facilities Management

Drawn

SV SJ/KB

534-24-902

08-08-2025REVISIONS:

A

B

C

D

E

F

TEMPORARY COMPOUNDING AREA

CHARLESTON, SC

LIFE SAFETY AND ICRA FLOOR PLANS

GI003

TRUE

NORTH

PLAN

NORTH

0' 4' 8' 16' 24'

SCALE: 1/8" = 1' - 0"1/8" = 1'-0"GI003

1 FIRST FLOOR LIFE SAFETY PLAN

0' 2' 4' 8' 12'

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

0' 2' 4' 8' 12'

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

1/4" = 1'-0"GI003

2 ENLARGED ICRA PLAN - PROJECT AREA

BSC-B2

8-08-25

DEMOLITION PLAN LEGEND

EXISTING CONSTRUCTION TO REMAIN

EXISTING CONSTRUCTION TO BE REMOVED

LIMITS OF CONSTRUCTION

DEMOLITION PLAN GENERAL NOTES

A. COORDINATE DEMOLITON WORK OF ALL DISIPLINES AS REQUIRED FOR NEW WORK..

B. THE CONTRACTOR SHALL REMOVE ALL EXISTING CONSTRUCTION AS INDICATED OR REQUIRED

AND SHALL DISPOSE OF ALL REMOVED MATERIALS IN AN APPROVED, OFFSITE LANDFILL EXCEPT

WHERE OTHERWISE REQUIRED FOR SALVAGE OR RECYCLING.

C. INDICATED EXISTING CONDITIONS ARE BASED UPON LIMITED FIELD INVESTIGATION.

CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS INCLUDING DIMENSIONS OF INSTALLED

CONSTRUCTION PRIOR TO COMMENCING WITH THE WORK. IN THE EVENT THAT ANY

DISCREPANCIES BETWEEN THE INDICATED DEMOLITION WORK AND EXISTING CONDITIONS ARE

DISCOVERED, THE CONTRACTOR SHALL NOTIFY THE COR FOR INTERPRETATION AND DIRECTION

PRIOR TO PROCEEDING WITH THE WORK.

DEMOLITION PLAN KEY NOTES #

REMOVE, RELOCATE AND STORE EXISTING LOOSE EQUIPMENT TO BE TURNED OVER TO THE VA

TO A COR APPROVED LOCATION.

REMOVE EXISTING SIGN.

REMOVE, RELOCATE AND STORE EXISTING METRO STARSYS STORAGE CABINET TO BE TURNED

OVER TO THE VA TO A COR APPROVED LOCATION.

ABCDE

8.5

C.5E.5

10' - 10" 25' - 4" 12' - 2" 12' - 10" 25' - 0" 25' - 4"

TISSUE

CULTURE

ROOM

DD172

WET LAB

DD171

LAB

SUPPORT

DD173

TISSUE

CULTURE

ROOM

DD167

WET LAB

DD166

LAB

SUPPORT

DD168

TISSUE

CULTURE

ROOM

DD176

WET LAB

DD174

LAB

SUPPORT

DD175

OFFICE

DD177

OFFICE

DD179

BREAK

ROOM

DD178

STORAGE

DD121A

EXAM

DD124

EXAM

DD122

EXAM

DD128

EXAM

DD129

JAN

DD126

EXAM

DD127

EXAM

DD125

EXAM

DD123

EXAM

DD133

EXAM

DD135

EXAM

DD137

EXAM

DD131

EXAM

DD132

TOILET

DD130

EXAM

DD139

EXAM

DD140

EXAM

DD142

EXAM

DD145

EXAM

DD146

OFFICE

DD147

OFFICE

DD148

EXAM

DD143

EXAM

DD141

EXAM

DD134

EXAM

DD136

EXAM

DD138

TOILET

DD144

GROUP

THERAPY

DD113

GROUP

THERAPY

DD114

TOILET

DD110

GROUP

THERAPY

DD109

OFFICE

DD111

EXAM

DD115

OFFICE

DD112

TOILET

DD116

EXAM

DD117

EXAM

DD118

EXAM

DD119

EXAM

DD120

ADMIN

SUPPORT

DD121

OFFICE

DD160

OFFICE

DD161

OFFICE

DD162

TOILET

DD169

TOILET

DD170

LAB

SUPPORT

DD165

TISSUE

CULTURE

ROOM

DD164

WET LAB

DD163

WET LAB

DD159

LAB

SUPPORT

DD158

TISSUE

CULTURE

ROOM

DD157

STORAGE

DD156

WAREHOUSE

HOLDING

DD155

COMM.

DD154

MECHANICAL

ROOM

DD149

CONNECTION

CORRIDOR

DD183

LOBBY

DD150

LOBBY

DD102

CORR

DD103

CORR

DD105

CORR

DD106

CORR

DD104

CORR

DD107

CORR

DD108

CORR

DD153

CORR

DD152

CORR

DD151

CLOSET

DD113A

MECH CLOSET

DD182

DN

DN

DESK

DESKDESK

AD101

AB

TISSUE

CULTURE

ROOM

DD172

WET LAB

DD171

LAB

SUPPORT

DD173

WET LAB

DD174

DESK

DESK

DESK

C A

B

IN

E T

FI

LE

BSC-B2

TYP.

EXISTING BIOSAFETY

CABINET TO REMAIN

KEY PLAN

NTS

PROJECT AREA

VA FORM 08-6231

1 2 3 4 5 6 7 8 9

DATE:

Drawing Title:

Approved Project Director

Project Title:

1 2 3 4 5 6 7 8 9

BID DOCUMENTS

512 MEANS ST NW

Phase Project Number

Building Number

Drawing NumberLocation

Issue Date CheckedFULLY SPRINKLERED

STAMP

STE. 400

ATLANTA, GA 30318

ARCHITECT/ENGINEER OF RECORDCONSULTANT

A

B

C

D

E

F

U.S. Department of Veterans Affairs

Office of Construction and

Facilities Management

Drawn

SV SJ/KB

534-24-902

08-08-2025REVISIONS:

A

B

C

D

E

F

TEMPORARY COMPOUNDING AREA

CHARLESTON, SC

FIRST FLOOR PLAN - DEMOLITION

AD101

TRUE

NORTH

PLAN

NORTH

0' 4' 8' 16' 24'

SCALE: 1/8" = 1' - 0"1/8" = 1'-0"AD101

1 FIRST FLOOR DEMO PLAN

1/4" = 1'-0"AD101

2 ENLARGED FIRST FLOOR DEMO PLAN

0' 2' 4' 8' 12'

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

DEMOLITION RCP LEGEND

SUPPLY DIFFUSER/ RETURN

AIR GRILLE TO BE REMOVED

EXIST ACCESS PANEL

TO REMAIN

ACOUSTICAL CEILING TO

BE REMOVED

EXIST GWB/PLASTER

CEILING TO REMAIN

S EXIST PUBLIC ADDRESS

SPEAKER TO REMAIN

EXIST SECURITY MOTION

DETECTOR TO REMAIN

M

EXIT LIGHTING TO REMAIN

LAY-IN LIGHT FIXTURE TO BE

REMOVED AND REINSTALLED

SPRINKLER HEAD TO REMAIN

EXIST SMOKE

DETECTOR TO REMAIN

AREA OF ACOUSTICAL CEILING TILE

SYSTEM TO BE REMOVED

EXIST SUPPLY DIFFUSER/ RETURN

AIR GRILLE TO REMAIN

EXIST LAY-IN LIGHT FIXTURE

TO REMAIN

EXIST WIFI TO REMAIN

SD

LIMITS OF CONSTRUCTION

DEMOLITION RCP GENERAL NOTES

A. COORDINATE DEMOLITON WORK OF ALL DISIPLINES AS REQUIRED FOR NEW WORK.

B. REMOVE AND STORE CEILING DEVICES, EQUIPMENT, ETC. FOR REINSTALLATION.

C. DURING CEILING INSTALLATION, FOLLOW THE MEDICAL CENTER'S ILSM REQUIREMENTS

FOR SPRINKLER OUTAGE.

REMOVE TWO EXISTING ACOUSTICAL CEILING GRIDS AND ASSOCIATED SUPPORTS

INDICATED AS REQUIRED TO INSTALL WORK. REMOVE AND STORE CEILING PANELS.

REMOVE PARTIAL AREA OF EXIST ACOUSTICAL CEILING TILE SYSTEM, LIGHTS AND CEILING

DEVICES AS REQUIRED AND STORE FOR REINSTALLATION AFTER HVAC WORK. REFER TO

OTHER DISCIPLINE DRAWINGS FOR ADDITIONAL INFORMATION.

DEMOLITION RCP KEY NOTES #

ABCDE

C.5E.5

SD

SDS

SD

M

M

S

M

S

S

S

SD

M

S

S

M

M

S SD

M

S

AD111

AB

SD

SDS

SD

M

M

S

M

KEY PLAN

NTS

PROJECT AREA

VA FORM 08-6231

1 2 3 4 5 6 7 8 9

DATE:

Drawing Title:

Approved Project Director

Project Title:

1 2 3 4 5 6 7 8 9

BID DOCUMENTS

512 MEANS ST NW

Phase Project Number

Building Number

Drawing NumberLocation

Issue Date CheckedFULLY SPRINKLERED

STAMP

STE. 400

ATLANTA, GA 30318

ARCHITECT/ENGINEER OF RECORDCONSULTANT

A

B

C

D

E

F

U.S. Department of Veterans Affairs

Office of Construction and

Facilities Management

Drawn

SV SJ/KB

534-24-902

08-08-2025REVISIONS:

A

B

C

D

E

F

TEMPORARY COMPOUNDING AREA

CHARLESTON, SC

FIRST FLOOR REFLECTED CEILING PLAN -

DEMOLITION

AD111

TRUE

NORTH

PLAN

NORTH

0' 4' 8' 16' 24'

SCALE: 1/8" = 1' - 0"1/8" = 1'-0"AD111

1 FIRST FLOOR DEMO RCP

1/4" = 1'-0"AD111

2 ENLARGED FIRST FLOOR DEMO RCP

0' 2' 4' 8' 12'

DN

ABCDE

C.5E.5

RDRD

OD OD

RD

OD

RD

OD

RD

OD

RD

OD

/8

2'

7/

8"

3' - 8 1/8" 6'

3/

8" 6'

3/ 8"

AD121

KEY PLAN

NTS

PROJECT AREA

DEMOLITION ROOF PLAN GENERAL NOTES

A. REMOVE ROOF SYSTEM DOWN TO EXISTING ROOF SLAB AS REQUIRED TO INSTALL WORK.

B. MINIMIZE DEMOLITION AREA TO PRESERVE INTEGRITY OF EXISTING ROOF. ALL ROOF SYSTEM

DEMOLITION MUST BE COORDINATED WITH ROOF MANUFACTURERS WARRANTY REQUIREMENTS.

CUT 16" ROOF OPENING AS INDICATED AND REQUIRED TO INSTALL WORK. REFER TO OTHER

DISCIPLINE DRAWINGS FOR ADDITIONAL INFORMATION.

DEMOLITION ROOF PLAN KEY NOTES #

AB

RD

OD

3' - 8 1/8"

6'

3/

8" 6'

3/ 8"

2'

7/

8"

/8

DEMOLITION ROOF PLAN LEGEND

EXISTING CONSTRUCTION TO REMAIN

EXISTING CONSTRUCTION TO BE REMOVED

LIMITS OF CONSTRUCTION

VA FORM 08-6231

1 2 3 4 5 6 7 8 9

DATE:

Drawing Title:

Approved Project Director

Project Title:

1 2 3 4 5 6 7 8 9

BID DOCUMENTS

512 MEANS ST NW

Phase Project Number

Building Number

Drawing NumberLocation

Issue Date CheckedFULLY SPRINKLERED

STAMP

STE. 400

ATLANTA, GA 30318

ARCHITECT/ENGINEER OF RECORDCONSULTANT

A

B

C

D

E

F

U.S. Department of Veterans Affairs

Office of Construction and

Facilities Management

Drawn

SV SJ/KB

534-24-902

08-08-2025REVISIONS:

A

B

C

D

E

F

TEMPORARY COMPOUNDING AREA

CHARLESTON, SC

ROOF PLAN - DEMOLIITION

AD121

TRUE

NORTH

PLAN

NORTH

0' 4' 8' 16' 24'

SCALE: 1/8" = 1' - 0"1/8" = 1'-0"AD121

1 ROOF DEMO PLAN

1/4" = 1'-0"AD121

2 ENLARGED ROOF DEMO PLAN

0' 2' 4' 8' 12'

FLOOR PLAN LEGEND

EXISTING CONSTRUCTION TO REMAIN

CONSTRUCTION

LIMITS OF CONSTRUCTION

FLOOR PLAN GENERAL NOTES

A. COORDINATE WORK INDICATED ON THIS DRAWING WITH OTHER DISCIPLINES DOCUMENTS.

B. PATCH EXISTING RETAINED CONSTRUCTION ADJACENT TO WORK.

VA PROVIDED AND INSTALLED BIOSAFETY CABINET. BASIS OF DESIGN : THE BAKER

COMPANY, STERILGARD E3, CLASS II TYPE A2 BIOLOGICAL SAFETY CABINET.

MODEL #: SG404.

FLOOR PLAN KEY NOTES

2 PROVIDE ROOM SIGNAGE TO MATCH EXISTING SIGNAGE SYSTEM. SEE

DETAIL 3/AE101. REFER TO SHEET GI002 FOR MOUNTING HEIGHT.

ABCDE

C.5E.5

10' - 10" 25' - 4" 12' - 2" 12' - 10" 25' - 0" 25' - 4"

TEMPORARY

COMPOUNDING

ROOM

DD172

TISSUE

CULTURE

ROOM

DD167

WET LAB

DD166

LAB

SUPPORT

DD168

TISSUE

CULTURE

ROOM

DD176

WET LAB

DD174

LAB

SUPPORT

DD175

OFFICE

DD177

OFFICE

DD179

BREAK

ROOM

DD178

STORAGE

DD121A

EXAM

DD124

EXAM

DD122

EXAM

DD128

EXAM

DD129

JAN

DD126

EXAM

DD127

EXAM

DD125

EXAM

DD123

EXAM

DD133

EXAM

DD135

EXAM

DD137

EXAM

DD131

EXAM

DD132

TOILET

DD130

EXAM

DD139

EXAM

DD140

EXAM

DD142

EXAM

DD145

EXAM

DD146

OFFICE

DD147

OFFICE

DD148

EXAM

DD143

EXAM

DD141

EXAM

DD134

EXAM

DD136

EXAM

DD138

TOILET

DD144

GROUP

THERAPY

DD113

GROUP

THERAPY

DD114

TOILET

DD110

GROUP

THERAPY

DD109

OFFICE

DD111

EXAM

DD115

OFFICE

DD112

TOILET

DD116

EXAM

DD117

EXAM

DD118

EXAM

DD119

EXAM

DD120

ADMIN

SUPPORT

DD121

OFFICE

DD160

OFFICE

DD161

OFFICE

DD162

TOILET

DD169

TOILET

DD170

LAB

SUPPORT

DD165

TISSUE

CULTURE

ROOM

DD164

WET LAB

DD163

WET LAB

DD159

LAB

SUPPORT

DD158

TISSUE

CULTURE

ROOM

DD157

STORAGE

DD156

WAREHOUSE

HOLDING

DD155

COMM.

DD154

MECHANICAL

ROOM

DD149

CONNECTION

CORRIDOR

DD183

LOBBY

DD150

LOBBY

DD102

CORR

DD103

CORR

DD105

CORR

DD106

CORR

DD104

CORR

DD107

CORR

DD108

CORR

DD153

CORR

DD152

CORR

DD151

CLOSET

DD113A

MECH CLOSET

DD182

DN

DN

WET LAB

DD171

LAB

SUPPORT

DD173

AE101

AB

TEMPORARY

COMPOUNDING

ROOM

DD172WET LAB

DD171

LAB

SUPPORT

DD173

12' - 5 1/4"

BSC-A2

AE121

BSC-B2

KEY PLAN

NTS

PROJECT AREA

NOT TO SCALE

BASIS OF DESIGN: TO MATCH EXISTING SIGNAGE SYSTEM

PROVIDE (1) TYPE 1 SIGN.

9" INSIDE FRAME DIMENSION

9"

IN

S

ID

E F

R A

M E

D

IM

E N

S

IO

N

3" 6" 5"

8"

.060" ROOM NUMBER PANEL

FIRST SURFACE PAINTED WITH RAISED

NUMBERS AND BRAILLE

3/16" ACRYLIC BACKER (CLEAR)

MAGNET TAPE BACKING FOR MOUNTING

SIMPLY PREMIER FRAME

BEVELED EDGE

STANDARD DEPTH

METAL INSIDE

.060" GLOSSY PETG FACE

FIRST SURFACE PAINTED WITH VINYL

MASKED WINDOW

.118" CLEAR PETG WINDOW SPACER

.060" WINDOW BACK

BACK PAINTED WITH MAGNET TAPE FOR

MOUNTING

VA FORM 08-6231

1 2 3 4 5 6 7 8 9

DATE:

Drawing Title:

Approved Project Director

Project Title:

1 2 3 4 5 6 7 8 9

BID DOCUMENTS

512 MEANS ST NW

Phase Project Number

Building Number

Drawing NumberLocation

Issue Date CheckedFULLY SPRINKLERED

STAMP

STE. 400

ATLANTA, GA 30318

ARCHITECT/ENGINEER OF RECORDCONSULTANT

A

B

C

D

E

F

U.S. Department of Veterans Affairs

Office of Construction and

Facilities Management

Drawn

SV SJ/KB

534-24-902

08-08-2025REVISIONS:

A

B

C

D

E

F

TEMPORARY COMPOUNDING AREA

CHARLESTON, SC

FIRST FLOOR PLAN

AE101

TRUE

NORTH

PLAN

NORTH

0' 4' 8' 16' 24'

SCALE: 1/8" = 1' - 0"1/8" = 1'-0"AE101

1 FIRST FLOOR PLAN

1/4" = 1'-0"AE101

2 ENLARGED FIRST FLOOR PLAN

0' 2' 4' 8' 12'

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

0' 2' 4' 8' 12'

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

AE101

3 SIGN TYPE 1

RCP LEGEND

SUPPLY DIFFUSER/ RETURN

AIR GRILLE

EXIST ACCESS PANEL

2'X2' ACOUSTICAL CEILING

EXIST GWB/PLASTER

S EXIST PUBLIC ADDRESS SPEAKER

EXIST SECURITY MOTION DETECTOR M

EXIT LIGHTING

LAY-IN LIGHT FIXTURE TO BE

REINSTALLED

SPRINKLER HEAD

EXIST SMOKE DETECTOR

EXIST SUPPLY DIFFUSER/ RETURN

AIR GRILLE

EXIST LAY-IN LIGHT

AREA OF ACOUSTICAL CEILING TILE

SYSTEM TO BE REINSTALLED

EXIST WIFI

2'X4' ACOUSTICAL CEILING

SD

LIMITS OF CONSTRUCTION

RCP GENERAL NOTES

A. COORDINATE WORK INDICATED ON THIS DRAWING WITH ALL DISCIPLINES DOCUMENTS.

B. PATCH EXISTING RETAINED CONSTRUCTION ADJACENT TO WORK.

C. REINSTALL EXISTING CEILING EQUIPMENT AND DEVICES IN ITS ORIGINAL LOCATION.

PROVIDE 2'X4' ACOUSTIC CEILING TILE SYSTEM AND CUT OPENING AS INDICATED

AND REQUIRED TO INSTALL WORK. REORIENT DIRECTION OF GRID TO ALLOW

OPENING TO PENETRATE A FULL TILE. REFER TO OTHER DISCIPLINES DRAWINGS

FOR ADDITIONAL INFORMATION.

REUSE AND REINSTALL EXIST 2'X2' ACOUSTIC CEILING PANEL AT REMOVED RETURN

AIR GRILLE TO MATCH ADJACENT CEILING TILE.

REINSTALL EXIST ACOUSTICAL CEILING TILE SYSTEM, LIGHTS AND DEVICES IN

THEIR ORIGINAL LOCATION.

RCP KEY NOTES

ABCDE

C.5E.5

SD

SDS

SD

M

M

S

M

S

S

S

SD

M

S

S

M

M

S SD

M

S

AE111

AB

SD

SDS

SD

M

M

S

M

KEY PLAN

NTS

PROJECT AREA

VA FORM 08-6231

1 2 3 4 5 6 7 8 9

DATE:

Drawing Title:

Approved Project Director

Project Title:

1 2 3 4 5 6 7 8 9

BID DOCUMENTS

512 MEANS ST NW

Phase Project Number

Building Number

Drawing NumberLocation

Issue Date CheckedFULLY SPRINKLERED

STAMP

STE. 400

ATLANTA, GA 30318

ARCHITECT/ENGINEER OF RECORDCONSULTANT

A

B

C

D

E

F

U.S. Department of Veterans Affairs

Office of Construction and

Facilities Management

Drawn

SV SJ/KB

534-24-902

08-08-2025REVISIONS:

A

B

C

D

E

F

TEMPORARY COMPOUNDING AREA

CHARLESTON, SC

FIRST FLOOR REFLECTED CEILING PLAN

AE111

TRUE

NORTH

PLAN

NORTH

0' 4' 8' 16' 24'

SCALE: 1/8" = 1' - 0"1/8" = 1'-0"AE111

1 FIRST FLOOR RCP

1/4" = 1'-0"AE111

2 ENLARGED FIRST FLOOR RCP

0' 2' 4' 8' 12'

DN

ROOF PLAN GENERAL NOTES

A. THE CONTRACTOR SHALL NOT DRILL, CORE, MECHANICALLY FASTEN

(EXPANSION ANCHOR/SCREWS), CHEMICALLY ANCHOR (EPOXY ANCHOR) OR

POWDER DRIVEN FASTEN TO DOUBLE TEE STEMS DURING INSTALLATION OF

NEW WORK.

B. CORING OF DOUBLE TEES SHALL ONLY BE CONSTRUCTED IN THE LOCATION(S)

SHOWN. DO NOT CUT WEB OF T'S IN ANY CIRCUMSTANCES.

C. PATCH AND REPAIR EXISTING ROOFING/FLASHING AS REQUIRED TO INSTALL

WORK. PROTECT ADJACENT EXISTING ROOF TOP EQUIPMENT FROM

CONSTRUCTION ACTIVITIES.

D. COORDINATE ROOF EQUIPMENT LOCATION AND ROOF PENETRATION WITH ALL

OTHER DISCIPLINES' DRAWINGS.

ROOF PLAN KEY NOTES

PROVIDE HEPA FILTER HOUSING SUPPORTS AND ASSOCIATED CURBS. SEE

DETAIL 4/AE121. REFER TO MECHANICAL DRAWINGS FOR ADDITIONAL

INFORMATION.

PROVIDE ROOF CURB FOR DUCT PENETRATION THROUGH ROOF AS INDICATED.

REFER TO MECHANICAL DRAWINGS FOR ADDITIONAL INFORMATION AND

REQUIREMENTS.

PROVIDE DUCTWORK SUPPORTS MAX. 10'-0" OC AND ASSOCIATED CURBS.

SEE DETAIL 5/AE121. REFER TO MECHANICAL DRAWINGS FOR ADDITIONAL

INFORMATION.

LIMITS OF CONSTRUCTION

ROOF PLAN LEGEND

ABCDE

C.5E.5

RDRD

OD OD

RD

OD

RD

OD

RD

OD

RD

OD

AE121

TYP. TYP.

KEY PLAN

NTS

PROJECT AREA

FIRST LEVEL

0"

ROOF LEVEL

13'-9 3/8"

TOP/PANEL

17'-0"

AE121

THE BAKER COMPANY,

STERILGARD E3, CLASS II

TYPE A2 BIOLOGICAL SAFETY

CABINET

MODEL #: SG404

2'X4' ACOUSTICAL CEILING

PANEL SYSTEM

MECHANICAL DUCTWORK -

SEE MECHANICAL

OPENING

1' - 4"

OPENING

1' - 4"

EXIST CONCRETE DOUBLE

TEE ROOF DECK TO

REMAIN, UNO

PRE-MANUFACTURED

ROOF CURB

GAF PVC MEMBRANE

SYSTEM TO REMAIN, UNO

EXIST SAFETY RAILS TO

REMAIN, UNO

EXIST 3" CONCRETE

TOPPER TO REMAIN, UNO

EXIST CONCRETE DOUBLE TEE

ROOF DECK

PROVIDE PRE-MANUFACTURED CURB ATTACHED TO

EXISTING STRUCTURE FOR WIND AND SEISMIC FORCES

ACCORDING TO ASCE 7-16.

- SEE MECHANICAL

WELDED SEAM TO BE COMPATIBLE WITH

EXISTING ROOFING MEMBRANE

PATCH TO BE COMPATIBLE WITH EXISTING

ROOFING MEMBRANE TURN UP AT CURB

FLASHING TO BE COMPATIBLE WITH

EXISTING ROOFING MEMBRANE

MECHANICAL DUCTWORK -

SEE MECHANICAL

1'

0"

OPENING

1' - 4"

6"

COVER BOARD

INFILL TO MATCH EXISTING

TAPERED RIGID INSULATION

SUBSTRATE BOARD

NOTE:

REPAIR EXISTING ROOF SYSTEM AS REQUIRED TO INSTALL NEW CURB SUPPORT PER MANUFACTURE'S

INSTALLATION REQUIREMENTS TO MAINTAIN A FULLY WARRANTED INSTALLATION.

EXIST 3" CONCRETE TOPPER

EXIST ROOF ASSEMBLY

NOTE:

1. THE EXISTING ROOF MEMBRANE IS GAF PVC MEMBRANE SYSTEM.

2. REPAIR EXISTING ROOF SYSTEM AS REQUIRED TO INSTALL NEW DUCT SUPPORTS

PER MANUFACTURER'S INSTALLATION REQUIREMENTS TO MAINTAIN A FULLY

WARANTED INSTALLATION. DESIGN ALL DUCT SUPPORT ANCHORAGE IN

ACCORDANCE TO ASCE 7-16.

PREFABRICATED DUCT SUPPORT

ANCHORS

BASE SUPPORT

FLASH AS REQUIRED

PREFABRICATED CURB

ROOF TOP MECHANICAL EQUIPMENT. SEE OTHER

DISCIPLINES FOR ADDITONAL INFO.

WELDED SEAM TO BE COMPATIBLE WITH EXISTING

ROOFING MEMBRANE

PATCH TO BE COMPATIBLE WITH EXISTING

ROOFING MEMBRANE TURN UP AT CURB

FLASHING TO BE COMPATIBLE WITH EXISTING

ROOFING MEMBRANE

COVER BOARD

INFILL TO MATCH EXISTING

TAPERED RIGID INSULATION

SUBSTRATE BOARD

EXIST CONCRETE ROOF DECK

M

IN

1'

-0

6"

NOTE:

1. THE EXISTING ROOF MEMBRANE IS GAF PVC MEMBRANE SYSTEM.

2. REPAIR EXISTING ROOF SYSTEM AS REQUIRED TO INSTALL NEW DUCT SUPPORTS

PER MANUFACTURER'S INSTALLATION REQUIREMENTS TO MAINTAIN A FULLY

WARANTED INSTALLATION. DESIGN ALL DUCT SUPPORT ANCHORAGE IN

ACCORDANCE TO ASCE 7-16.

SINGLE-PLY ROOF FLASHING

CONT SEALANT

STAINLESS STEEL CLAMPING RING

WELDED SEAM

GAF PVC SINGLE-PLY ROOF MEMBRANE

4"

METAL FLASHING WHERE REQUIRED BY MFR

COVER BOARD

RIGID INSULATION

SUBSTRATE BOARD

ROOF DECK

NOTE:

1. THE EXISTING ROOF MEMBRANE IS GAF PVC MEMBRANE SYSTEM.

2. REPAIR EXISTING ROOF SYSTEM AS REQUIRED TO INSTALL NEW PENETRATIONS PER

MANUFACTURER'S INSTALLATION REQUIREMENTS TO MAINTAIN A FULLY WARANTED

INSTALLATION.

VA FORM 08-6231

1 2 3 4 5 6 7 8 9

DATE:

Drawing Title:

Approved Project Director

Project Title:

1 2 3 4 5 6 7 8 9

BID DOCUMENTS

512 MEANS ST NW

Phase Project Number

Building Number

Drawing NumberLocation

Issue Date CheckedFULLY SPRINKLERED

STAMP

STE. 400

ATLANTA, GA 30318

ARCHITECT/ENGINEER OF RECORDCONSULTANT

A

B

C

D

E

F

U.S. Department of Veterans Affairs

Office of Construction and

Facilities Management

Drawn

SV SJ/KB

534-24-902

08-08-2025REVISIONS:

A

B

C

D

E

F

TEMPORARY COMPOUNDING AREA

CHARLESTON, SC

ROOF PLAN

AE121

TRUE

NORTH

PLAN

NORTH

0' 4' 8' 16' 24'

SCALE: 1/8" = 1' - 0"1/8" = 1'-0"AE121

1 ROOF PLAN

3/4" = 1'-0"AE121

2 ROOF PENETRATION SECTION

1 1/2" = 1'-0"AE121

3 TYPICAL ROOF CURB DETAIL

1 1/2" = 1'-0"AE121

5 TYPICAL DUCT SUPPORT DETAIL

1 1/2" = 1'-0"AE121

4 TYPICAL EQUIPMENT CURB DETAIL

1 1/2" = 1'-0"AE121

6 TYP CONDUIT/PIPE PENETRATION

PIPING SYMBOLS AND ABBREVIATIONSHVAC SYMBOLS AND ABBREVIATIONS

EXISTING DUCT TAG

OVAL DUCT SIZE TAG (WIDTH / HEIGHT)

SQUARE DUCT SIZE TAG (WIDTH x HEIGHT)

ROUND DUCT SIZE TAG (DIAMETER)

DUCT BEING DEMOLISHED

RECTANGULAR SUPPLY/OUTSIDE AIR

DUCT RISE

RECTANGULAR RETURN/TRANSFER AIR

DUCT RISE

ROUND SUPPLY/OUTSIDE AIR DUCT RISE

ROUND RETURN/TRANSFER AIR DUCT RISE

RECTANGULAR EXHAUST/RELIEF AIR

DUCT RISE

DROP

DROP

DROP

DROP

DROP

DROP ROUND EXHAUST/RELIEF AIR DUCT RISE

CONTINUATION SYMBOL

NUMBER OF SHEET WHERE DETAIL APPEARS

NUMBER OF DETAIL ON SHEET

REVISION NUMBER - SHOWN ON PLANS

GENERAL MECHANICAL SYMBOLS

ROOM NAME AND NUMBER

CONNECT NEW TO EXISTING

EXISTING PIPE TAG

AREA NOT IN CONTRACT

PIPING BEING DEMOLISHED

PIPE SIZE TAG (DIAMETER)

LIMIT OF DEMOLITION

NEW WORK NOTES

DEMOLISHED WORK NOTES

ACCESS DOOR ON TOP OF DUCT

ACCESS DOOR ON SIDE OF DUCT

ACCESS DOOR ON BOTTOM OF DUCT

SHEET NOMENCLATURE

M P # # #

SERIES

0 - SYMBOLS AND NOTES

1 - PLAN VIEWS

3 - ELEVATIONS AND SECTIONS

4 - LARGE SCALE - PLANS AND SECTIONS

5 - SCHEMATICS AND DETAILS

6 - SCHEDULES

8 - CONTROLS

EQUIPMENT

TAG

EQUIPMENT TAG

SYMBOL

TYPE (SEE SCHEDULE)

CFM

ACTIVE SLOT LENGTH

(PLENUM LENGTH)

GRILLES, REGISTERS & DIFFUSERS TAG

DAMPER TAGS AND ABBREVIATIONS

PROJECT ABBREVIATIONS

DATA DEVICE TAGS AND ABBREVIATIONS

MECHANICAL EQUIPMENT TAGS

CONDENSER WATER SUPPLY (FROM TOWER)

CONDENSER WATER RETURN (TO TOWER)

HOT WATER HEATING SUPPLY

HOT WATER HEATING RETURN

LOW PRESSURE STEAM (15 PSIG AND BELOW)

LOW PRESSURE STEAM CONDENSATE RETURN

MEDIUM PRESSURE STEAM (16 PSIG THRU 59 PSIG)

MEDIUM PRESSURE STEAM CONDENSATE RETURN

PUMPED CONDENSATE DISCHARGE

HIGH PRESSURE STEAM (60 PSIG AND ABOVE)

MEDIUM PRESSURE STEAM CONDENSATE RETURN

GLYCOL-WATER HEATING SUPPLY

GLYCOL-WATER HEATING RETURN

STEAM VENT PIPE

REFRIGERANT SUCTION AND REFRIGERANT LIQUID

CHILLED WATER SUPPLY

CHILLED WATER RETURN

MAKE-UP WATER

DRAIN PIPING

CONDENSATE DRAIN

FEEDWATER PUMP DISCHARGE

FEEDWATER PUMP SUCTION

CONDENSATE TRANSFER PUMP DISCHARGE

CONDENSATE TRANSFER PUMP SUCTION

CONTINUOUS BLOWDOWN

BOILER WATER SAMPLE

BOILER BLOWOFF

FEEDWATER SAMPLE (FROM DEAERATOR)

OVERFLOW

COMPRESSED AIR

NATURAL GAS MAIN FUEL

NATURAL GAS IGNITER FUEL

FUEL OIL SUPPLY

FUEL OIL RETURN

SOFTENED WATER

SUPPLY

DIFFUSER

NECK SIZE

CFM

RETURN

GRILLE

EXHAUST

GRILLE

DOMESTIC COLD WATER

DOMESTIC HOT WATER

* NOTE *

ALL OF GENERAL NOTES ON THIS SHEET ARE TO BE APPLIED TO ALL OTHER

DRAWINGS IN THIS SET. THE SYMBOLS AND ABBREVIATIONS SHOWN ON THIS

SHEET MAY OR MAY NOT BE USED IN THIS SET OF DRAWINGS.

DESCRIPTION DESCRIPTION

M

VALVE SYMBOLS AND ABBREVIATIONS

SCHEMATIC VIEW ELEVATION VIEW NAME AND ABBREVIATIONS

GATE VALVE - GV

GLOBE VALVE - GLBV

CHECK VALVE - CV

ANGLE GLOBE VALVE - AGLBV

BUTTERFLY VALVE - BFV

BALL VALVE - BV

THREE WAY VALVE - TWV

PRESSURE REGULATING VALVE - PRV

PRESSURE SAFETY VALVE - PSV

PLUG VALVE - PV

WYE STRAINER

WYE STRAINER (WITH BALL VALVE

AND HOSE CONNECTION)

WYE STRAINER WITH VALVED DRAIN

AND QUICK-COUPLE HOSE CONNECTOR

FLEXIBLE CONNECTION

MODULATING CONTROL VALVE

MODULATING CONTROL BUTTERFLY

VALVE

TWO POSITION CONTROL VALVE

THREE-WAY MODULATING CONTROL

VALVE

THREE-WAY TWO POSITION CONTROL

VALVE

AUTOMATIC BALANCING CONTROL

VALVE

CIRCUIT SETTER VALVE

WATER BALANCE DEVICE

GATE VALVE WITH GLOBE-VALVED

BYPASS

CONTROL VALVE (CV) - FLOAT-

OPERATED

WATER LEVEL CONTROLLER

FLOW METER

GENERAL PIPING SYMBOLS

DIRECTION OF PIPE PITCH (DOWN)

DIRECTION OF FLOW

ANCHOR

REDUCER OR INCREASER

ECCENTRIC REDUCER

TOP CONNECTION, 45° OR 90°

BOTTOM CONNECTION, 45° OR 90°

SIDE CONNECTION

CAPPED OUTLET

RISE OR DROP IN PIPE

PIPE UP

PIPE DOWN

UNION

SYMBOLS SYMBOLS NAME

LPS

LPR

MPS

MPR

HPS

HPR

PCD

SV

HWS

GHS

HWR

GHR

RS/RL

CWS

CWR

CHS

CHR

MW

D

CD

FWPD

FWPS

CTPD

CTPS

BO

CBD

BWS

FWS

OFL

A

G

G(I)

FOS

FOR

SW

DCW

DHW

(E) 2"

(E) 2"

CARBON DIOXIDE SENSOR

CARBON MONOXIDE SENSOR

NITROGEN DIOXIDE SENSOR

HUMIDITY SENSOR

HUMIDISTAT

TEMPERATURE & HUMIDITY

SENSOR

DISPLAY

THERMOSTAT

SENSOR

PRESSURE SENSOR

RTU-XX

TU-XX

(E)RTU-XX

(E)TU-XX

VAV BOX

48"x2 1/2"

(E)LINEAR BAR

GRILLE

6"Ø A

8"Ø

B

6"x6" C

Room

22"x8"

22"/8"

22"Ø

(E)22"Ø

FD

SD

AVD

MVD

BDD

FSD

MANUAL VOLUME

DAMPER

BACKDRAFT DAMPER

COMBINATION

FIRE/SMOKE

DAMPER

FIRE DAMPER

SMOKE DAMPER

AUTOMATIC VOLUME

DAMPER

AD

TH

S

DIS

T

H

CO2

CO

HS

NO2

PS

IRH INFRARED HEATER

IU INDUCTION UNIT

JB JUNCTION BOX

JL JUSTIFIED LEFT

JR JUSTIFIED RIGHT

KG KILOGRAM

KG/HR KILOGRAM PER HOUR

kPa KILOPASCAL

KW KILOWATT

KWH KILOWATT HOUR

LOOP LOCK ONLY OPEN POSITION

LVG LEAVING

LVR LOUVER

LWT LEAVING WATER TEMPERATURE

M METER, SI UNIT

M/S METERS PER SECOND

(OR METERS/SECOND)

MA MIXED AIR

MAT MIXED AIR TEMPERATURE

MAU MAKE-UP AIR UNIT

MAV MANUAL AIR VENT

MAX MAXIMUM

MB MIXING BOX

MBH 1,000 BTUH

MCA MINIMUM BRANCH CIRCUIT AMPACITY

MER MECHANICAL EQUIPMENT ROOM

MERV MINIMUM EFFICIENCY REPORTING

VALUE

MH MANHOLE

MHP MOTOR HORSEPOWER

MIN MINIMUM

MM MILLIMETER

MOCP MINIMUM OVERCURRENT PROTECTION

MOV MOTOR OPERATED VALVE

MTD MEAN TEMPERATURE DIFFERENCE

NA NOT APPLICABLE

NC NOISE CRITERIA

NC NORMALLY CLOSED

NG NATURAL GAS

NO NORMALLY OPEN

NOM NOMINAL

NPLV NON-STANDARD PART LOAD VALUE

NPSH NET POSITIVE SUCTION HEAD

NPSHA NET POSITIVE SUCTION HEAD

AVAILABLE

NPSHR NET POSITIVE SUCTION HEAD

REQUIRED

NTS NOT TO SCALE

OA OUTSIDE AIR

OAD OUTDOOR AIR DAMPER

OD OUTSIDE DIAMETER

P PUMP

Pa PASCAL

PCF POUNDS PER CUBIC FOOT (FEET)

PD PRESSURE DROP

PF PRE-FILTER

PG PRESSURE GAGE

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

PTAC PACKAGED TERMINAL AIR

CONDITIONER

QNTY QUANTITY

RA RETURN AIR

RAF RETURN AIR FAN

RAT RETURN AIR TEMPERATURE

RD REFRIGERANT DISCHARGE

REA RELIEF AIR

RF RETURN FAN

RH RELATIVE HUMIDITY

RHC REHEAT COIL

RLA RUN LOAD AMPERE

RO REVERSE OSMOSIS

RPM REVOLUTIONS PER MINUTE

RS/RL REFRIGERANT SUCTION AND

REFRIGERANT LIQUID

RTU ROOF TOP UNIT

RV RELIEF VALVE

SA SUPPLY AIR

SAT SUPPLY AIR TEMPERATURE

SCFM STANDARD CUBIC FEET PER MINUTE

SCR SILICON CONTROLLED RECTIFIER

SEA SMOKE EXHAUST AIR

SEN SENSIBLE HEAT

SF SUPPLY FAN

SHC STEAM HEATING COIL

SI SQUARE INCHES

SP STATIC PRESSURE

SP GR SPECIFIC GRAVITY

SPS STATIC PRESSURE SENSOR

SQ FT SQUARE FOOT (FEET)

SS STAINLESS STEEL

SSR SOLID SEPARATOR

ST STEAM TRAP

TAB TESTING, ADJUSTING, BALANCE

TDH TOTAL DYNAMIC HEAD

TDS TOTAL DISSOLVED SOLIDS

TSP TOTAL STATIC PRESSURE

TSTAT THERMOSTAT

TU TERMINAL UNIT

UC UNDER CUT

UH UNIT HEATER

V VENT

VAV VARIABLE AIR VOLUME

VFD VARIABLE FREQUENCY DRIVE

VP VACUUM PUMP

VR VACUUM (STEAM CONDENSATE)

RETURN

W WATTS

Wb WET-BULB (TEMPERATURE)

WFMS WATER FLOW MEASURING STATION

WG WATER GAGE

WPD WATER PRESSURE DROP

YR YEAR

EJ EXPANSION JOINT

ENT ENTERING

ERC ELECTRIC REHEAT COIL

ERP ELECTRIC RADIANT PANEL

ESP EXTERNAL STATIC PRESSURE

ET EXPANSION TANK

ETO ETHYLENE OXIDE

EUH ELECTRIC UNIT HEATER

EWT ENTERING WATER TEMPERATURE

EX EXISTING

F FAHRENHEIT

F&T FLOAT AND THERMOSTATIC

FA FREE AREA

FCU FAN COIL UNIT

FD FLOOR DRAIN

FF FINAL FILTER

FM FLOW METER

FOP FUEL OIL PUMP

FOT FLAT ON TOP

FPM FEET PER MINUTE

FPS FEET PER SECOND

FPU FAN POWERED TERMINAL UNIT

FRP FIBER REINFORCED POLYESTER

FS FLOW SWITCH

FSTAT FREEZESTAT

FT FEET

FT WC FEET OF WATER COLUMN

FT-LB FOOT-POUND

FV FACE VELOCITY

GA GAUGE

GAL GALLONS

GH GRAVITY HOOD

GPD GALLONS PER DAY

GPH GALLONS PER HOUR

GPM GALLONS PER MINUTE

GPR GAS PRESSURE REGULATOR

GS GALVANIZED STEEL

H HUMIDIFIER

HB HOSE BIBB

HC HEATING COIL

HD HOOD

HOA HAND/OFF/AUTOMATIC

HP HEAT PUMP

HP HORSEPOWER

HRC HEAT RECOVERY COIL

HRP HYDRONIC RADIANT (CEILING) PANEL

HRW HEAT RECOVERY WHEEL

HSTAT HUMIDISTAT

HVU HEATING AND VENTILATING UNIT

HWC HOT WATER COIL

HWP HEATING HOT WATER PUMP

HTX 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 WG INCH WATER GAUGE

IN-LB INCH-POUND

IPLV INTEGRATED PART LOAD VALUE

A/E ARCHITECT / ENGINEER

AAV AUTOMATIC AIR VENT

ACD AUTOMATIC CONTROL DAMPER

AD ACCESS DOOR

AF AFTER FILTER

AFF ABOVE FINISHED FLOOR

AFMS AIR FLOW MEASURING STATION

AHU AIR-HANDLING UNIT

AMP AMPERE

APD AIR PRESSURE DROP

AS AIR SEPARATOR

B BOILER

BAS BUILDING AUTOMATION SYSTEM

BBR BASE BOARD RADIATOR

BE BOTTOM ELEVATION

BFP BACKFLOW PREVENTER

BHP BRAKE HORSEPOWER

BOD BOTTOM OF DUCT

BOP BOTTOM OF PIPE

BSC BIOLOGICAL SAFETY CABINETS

BT BLOWOFF TANK

BTU BRITISH THERMAL UNIT

BTUH BRITISH THERMAL UNIT PER HOUR

CV CONSTANT AIR VOLUME

CC COOLING COIL

CD COOLING COIL CONDENSATE DRAIN

CFH CUBIC FEET PER HOUR

CFM CUBIC FEET PER MINUTE

CFT CUBIC FEET

CH CHILLER

CHP CHILLED WATER PUMP

CHS/R CHILLER WATER

CL CENTER LINE

CM CUBIC METER

CM/S CUBIC METER PER SECOND

CO CLEAN OUT

COMP COMPRESSOR UNIT

COP COEFFICIENT OF PERFORMANCE

COR CONTRACTING OFFICER

REPRESENTATIVE

CP CONDENSATE PUMP

CST CONDENSATE STORAGE TANK

CSG CLEAN STEAM GENERATOR

CT COOLING TOWER

CU CONDENSING UNIT

CUH CABINET UNIT HEATER

CV CONSTANT VOLUME

CWP CONDENSER WATER PUMP

DDC DIRECT DIGITAL CONTROLS

DIA DIAMETER

DI DEIONIZED WATER

DP DEW POINT TEMPERATURE

DPS DIFFERENTIAL PRESSURE SENSOR

DX DIRECT EXPANSION

EA EXHAUST AIR

EAT ENTERING AIR TEMPERATURE

EC EVAPORATIVE COOLER

ECC ENGINEERING CONTROL CENTER

EDH ELECTRIC DUCT HEATER

EER ENERGY EFFICIENCY RATIO

EF EXHAUST FAN

ES EMERGENCY GAS SHUTOFF

EGT ENTERING GLYCOL TEMPERATURE

EH EXHAUST HOOD

NECK SIZE

CFM

NECK SIZE

CFM

(S) STEAM

(H) HVAC

(P) PIPING

(D) DEMO

MECHANICAL

SERIES

LC

EXPANTION LOOP - SEE SCHEDULE AND DETAIL

STEAM TRAP INCLUDING PIPING ACCESSORIES

SEE DETAIL

THERMOMETER

PRESSURE GAGE

VENTURI FLOW METER

REFRIGERANT SIGHT GLASS

TEST PLUG (PRESSURE/TEMPERATURE)

AUTOMATIC AIR VENT

MANUAL AIR VENTMV

QUICK-COUPLE HOSE CONNECTOR

EL-00

DST-00

VA FORM 08-6231

1 2 3 4 5 6 7 8 9

DATE:

Drawing Title:

Approved Project Director

Project Title:

1 2 3 4 5 6 7 8 9

BID DOCUMENTS

512 MEANS ST NW

Phase Project Number

Building Number

Drawing NumberLocation

Issue Date CheckedFULLY SPRINKLERED

STAMP

STE. 400

ATLANTA, GA 30318

ARCHITECT/ENGINEER OF RECORDCONSULTANT

A

B

C

D

E

F

U.S. Department of Veterans Affairs

Office of Construction and

Facilities Management

Drawn

RBS JSW

534-24-902

08-08-2025REVISIONS:

A

B

C

D

E

F

TEMPORARY COMPOUNDING AREA

CHARLESTON, SC

MECHANICAL LEGEND, ABBREVIATIONS, AND

NOTES

M001

MECHANICAL SHEET INDEX

SHEET

NUMBER SHEET TITLE

M001 MECHANICAL LEGEND, ABBREVIATIONS, AND NOTES

M002 MECHANICAL NOTES

MD101 FIRST FLOOR AND ENLARGED MECHANICAL DEMOLITION PLAN

M101 FIRST FLOOR AND ENLARGED MECHANICAL NEW WORK PLAN

M102 ROOF PLAN AND SECTIONS - MECHANICAL NEW WORK PLAN

M501 MECHANICAL DETAILS

M800 VA STATION GENERAL CONTROL NOTES AND LEGEND

M801 CONTROL SCHEMATIC, SEQUENCE OF CONTROL, AND CONTROL POINT – MECHANICAL

¢¢ft 08/08/2025

VA FORM 08-6231

1 2 3 4 5 6 7 8 9

DATE:

Drawing Title:

Approved Project Director

Project Title:

1 2 3 4 5 6 7 8 9

BID DOCUMENTS

512 MEANS ST NW

Phase Project Number

Building Number

Drawing NumberLocation

Issue Date CheckedFULLY SPRINKLERED

STAMP

STE. 400

ATLANTA, GA 30318

ARCHITECT/ENGINEER OF RECORDCONSULTANT

A

B

C

D

E

F

U.S. Department of Veterans Affairs

Office of Construction and

Facilities Management

Drawn

RBS JSW

534-24-902

08-08-2025REVISIONS:

A

B

C

D

E

F

TEMPORARY COMPOUNDING AREA

CHARLESTON, SC

MECHANICAL NOTES

M002

A. THE CONTRACTOR SHALL BE FAMILIAR WITH ALL THE CONDITIONS, BOTH

EXISTING AND THOSE ILLUSTRATED BY THESE DOCUMENTS, AS WELL AS

THOSE WHICH CAN BE REASONABLY ANTICIPATED INCLUDING, BUT NOT

LIMITED TO ARCHITECTURAL, ELECTRICAL, PLUMBING, FIRE PROTECTION, AND

OTHER SYSTEMS INVOLVED ON THIS PROJECT.

B. FINAL PRODUCT SHALL BE A COMPLETE AND FUNCTIONING SYSTEM AND

SHALL CONFORM TO ALL CURRENT REQUIREMENTS FOUND IN THE UNITED

STATES DEPARTMENT OF VETERANS AFFAIRS TECHNICAL INFORMATION

LIBRARY, INCLUDING BUT NOT LIMITED TO THE PHYSICAL SECURITY MANUAL,

HVAC DESIGN MANUAL, AND STEAM, HEATING HOT WATER, AND OUTSIDE

DISTRIBUTION SYSTEM DESIGN MANUAL. ALL WORK SHALL ALSO CONFORM

TO ALL FEDERAL, STATE, AND LOCAL CODES, INCLUDING BUT NOT LIMITED TO

THE INTERNATIONAL BUILDING CODE AND INTERNATIONAL MECHANICAL

CODE.

C. INSTALL ALL EQUIPMENT AND DEVICES IN ACCORDANCE WITH THEIR

RESPECTIVE MANUFACTURER’S INSTALLATION INSTRUCTIONS AT A LEVEL OF

QUALITY AND WORKMANSHIP CONSISTENT WITH THESE DOCUMENTS. ANY

DEVIATIONS BETWEEN THE INSTALLATION INSTRUCTIONS AND THESE

DOCUMENTS WILL BE BROUGHT TO THE ATTENTION TO THE COR BEFORE ANY

COURSE OF ACTION BY THE CONTRACTOR IS INITIATED, INCLUDING

PURCHASE OF EQUIPMENT.

D. CONTRACTOR SHALL COORDINATE ALL WORK DESCRIBED AND ILLUSTRATED

IN THESE DRAWINGS. LOCATIONS OF PIPING, DUCTWORK AND EQUIPMENT AS

INDICATED ON THESE DRAWINGS ARE APPROXIMATE AND SUBJECT TO

ADJUSTMENTS IN THE FIELD. OFFSET DUCTS, PIPING, AND SHIFT EQUIPMENT

AS REQUIRED TO AVOID INTERFERENCE AND CONFLICTS IN THE FIELD.

COORDINATE DUCT AND PIPE ROUTING AND EQUIPMENT LOCATIONS WITH

PLUMBING AND ELECTRICAL INSTALLATIONS AND WITH BUILDING

STRUCTURAL MEMBERS.

E. THESE MECHANICAL DRAWINGS ARE DIAGRAMMATIC ONLY AND ARE NOT TO

BE SCALED. BEFORE BEGINNING WORK, THE CONTRACTOR SHALL VISIT THE

SITE AND COMPLETE MEASURED SURVEY AND CREATE LAYOUT DRAWINGS AS

REQUIRED BY THE SPECIFICATIONS. WORK SHALL NOT BEGIN UNTIL ALL

LAYOUT DRAWINGS ARE APPROVED BY THE COR.

F. DUCT SIZES INDICATED ARE MINIMUM CLEAR INSIDE DIMENSIONS. WHERE

DUCT LINER OCCURS, INCREASE SHEET METAL DUCT SIZES TO

ACCOMMODATE LINER.

G. DUCT AND PIPE SUPPORTS ARE NOT SHOWN ON DRAWINGS.

H. SUPPORT ALL DUCTS, PIPING, AND EQUIPMENT FROM PRIMARY BUILDING

STRUCTURAL MEMBERS. PROVIDE ADDITIONAL STRUCTURAL MEMBERS

WHERE NECESSARY TO ACCOMPLISH THIS REQUIREMENT.

I. NEW AND EXISTING SUPPORT, RODS, AND ASSOCIATED APPURTENANCES

SHALL NOT RESTRICT EQUIPMENT SERVICE AND MAINTENANCE ACCESS.

EXISTING SUPPORTS SHALL BE MODIFIED TO PROVIDE FOR EQUIPMENT

SERVICE AND MAINTENANCE ACCESS.

J. DUCT SUPPORTS SHALL BE IN STRICT ACCORDANCE WITH SMACNA HVAC

DUCT CONSTRUCTION STANDARDS METAL AND FLEXIBLE -SECOND EDITION

EXCEPT THAT HANGER WIRE SHALL NOT BE USED TO SUPPORT DUCTS OR

EQUIPMENT, AND HANGERS THAT REQUIRE PENETRATION OF DUCT WITH

BOLTS, RIVETS, SCREWS, WIRES OR ANY OTHER FASTENER SHALL NOT BE

USED.

K. CONTRACTOR SHALL REWORK EXISTING HANGERS AND OTHER SUPPORT FOR

DUCT AND PIPING TO COORDINATE WITH NEW EQUIPMENT AND WALL

LOCATIONS. ADD SUPPORT (TRAPEZE, CLEVIS, ETC) AT EQUIPMENT AND ON

EACH SIDE OF NEW WALLS SO FULL WEIGHT OF DUCT AND PIPING IS

SUPPORTED FROM STRUCTURE AND EQUIPMENT AND NEW WALLS BEAR NO

WEIGHT.

L. CONTRACTOR SHALL PROVIDE A LIST OF ALL MECHANICAL EQUIPMENT,

DEVICES, AND ALL APPURTENANCES REQUIRING POWER TO THE COR FOR

REVIEW AND APPROVAL AS PART OF COORDINATION FOR THIS PROJECT. LIST

ALL ELECTRICAL REQUIREMENT CHARACTERISTICS, INCLUDING BUT NOT

LIMITED TO VOLTAGE, AMPERAGE, PHASE, DISCONNECTING MEANS, OVER

CURRENT PROTECTION AND ALL CHARACTERISTICS FOR A FULLY

FUNCTIONAL AND COORDINATED SYSTEM. REFER TO ELECTRICAL DRAWINGS

FOR VOLTAGE REQUIREMENTS OF ALL EQUIPMENT.

M. CONTROL DEVICES ASSOCIATED WITH THE WORK OF THIS PROJECT SHALL BE

RELOCATED AS NECESSARY SO THAT THE FINAL PRODUCT RESULTS IN A

FULLY FUNCTIONAL AND FULLY ACCESSIBLE SYSTEM. CONTRACTOR SHALL

RELOCATE ALL EXISTING CONTROLS, SENSORS, PROBES, OR OTHER DEVICES

AND PROVIDE NEW WIRING, CONDUIT, AND/OR TUBING TO EXTEND SUCH

DEVICES AS NECESSARY TO PRODUCE A FULLY FUNCTIONAL SYSTEM EQUAL

OR BETTER THAN EXISTING. PROTECT AND STORE ALL SUCH RELOCATED

DEVICES.

GENERAL MECHANICAL NOTES DEMOLITION MECHANICAL NOTES

A. EQUIPMENT INDICATED TO BE REMOVED SHALL BE REMOVED FROM THE

PROJECT SITE IN ITS ENTIRETY INCLUDING ALL HANGERS, ELECTRICAL

CONDUIT, WIRING, JUNCTION BOXES, PIPING, CONTROLS, ACCESSORIES AND

ALL APPURTENANCES THAT ARE RENDERED USELESS OR ABANDONED BY

THE REMOVAL OF THE INDICATED EQUIPMENT.

B. WHERE THESE DOCUMENTS REQUIRE REMOVAL OF DUCTWORK, PIPING,

EQUIPMENT OR ASSOCIATED APPURTENANCES, CONTRACTOR SHALL

PROTECT ALL EXISTING-TO-REMAIN COMPONENTS FROM DAMAGE.

CONTRACTOR SHALL COVER ALL OPENINGS IN DUCT, PIPING, EQUIPMENT,

AND ANY OTHER DEVICE FROM CONSTRUCTION DUST AND DEBRIS.

C. WHERE EQUIPMENT, DUCTWORK, OR PIPING IS TO BE REMOVED THAT IS IN-

SERVICE, CONTRACTOR SHALL GIVE NOTICE TO THE COR OF ANY

INTERRUPTIONS ANTICIPATED. IT IS THE RESPONSIBILITY OF THE

CONTRACTOR TO COORDINATE ALL SHUTDOWNS OR INTERRUPTIONS TO THE

SATISFACTION OF THE COR AND HOSPITAL STAFF.

A. CONTRACTOR SHALL PHASE ALL WORK AS REQUIRED TO MAINTAIN

CONTINUOUS OPERATION OF THE HOSPITAL.

B. HOSPITAL OPERATIONS SHALL NOT BE INTERRUPTED DUE TO THE WORK OF

THIS PROJECT EXCEPT FOR SCHEDULED SHUTDOWNS OF NO LONGER THAN

ONE HOUR. CONTRACTOR SHALL GIVE REASONABLE NOTICE TO COR

BEFORE ANY SUCH SHUTDOWN OR INTERRUPTION.

C. WHERE LONGER SHUTDOWNS ARE REQUIRED TO COMPLETE THE WORK

DESCRIBED IN THIS DOCUMENT, THE CONTRACTOR SHALL SCHEDULE THE

EVENT A MINIMUM OF 3 WEEKS PRIOR TO COMMENCING WORK. ALL SUCH

SHUTDOWNS AND INTERRUPTIONS SHALL BE MINIMIZED AND SHALL UTILIZE

WEEKENDS, FEDERAL HOLIDAYS, NIGHTS, AND OTHER TIMES WHEN HOSPITAL

OPERATIONS ARE MINIMIZED AND OTHER SUCH TIMES AGREEABLE TO THE

COR.

D. WHERE NECESSARY TO INTERRUPT CONTINUOUS OPERATION OF THE

HOSPITAL, THE CONTRACTOR SHALL DIVIDE WORK INTO PHASED

CONSTRUCTION THAT IS NOT NECESSARILY SHOWN ON THESE DOCUMENTS.

AS PART OF SCHEDULING AN INTERRUPTION OR SHUTDOWN, THE

CONTRACTOR SHALL PROVIDE THE COR WITH A DETAILED SHUTDOWN PLAN

INDICATING THE SYSTEMS AFFECTED, INCLUDING BUT NOT LIMITED TO

ARCHITECTURAL, ELECTRICAL, MECHANICAL, PLUMBING, FIRE PROTECTION,

AND OTHER SYSTEMS INVOLVED. THE PLAN SHALL INCLUDE THE WORK TO

BE PERFORMED, THE LENGTH OF INTERRUPTION, AND A DETAILED PHASING

AND MANNING DESCRIPTION. THE PLAN SHALL INCLUDE AND ADDRESS

CONTINGENCY FOR MITIGATING ANY DELAYS THAT MAY OCCUR IN THE

PLANNED WORK. PROVIDE THIS PLAN TO THE COR 5 WEEKS BEFORE THE

EVENT FOR APPROVAL.

E. CONTROL OF ALL CONSTRUCTION-ASSOCIATED HAZARDS THAT AFFECT

FACILITIES, OCCUPANTS OR SERVICES SHALL BE ADDRESSED BY THE

CONTRACTOR AS PART OF THE PRE-CONSTRUCTION RISK ASSESSMENT.

CONTRACTOR SHALL COORDINATE ALL WORK WITH THE FACILITY SAFETY

MANAGER/OFFICER. CONTRACTOR SHALL FURNISH ALL MATERIALS AND

MEANS AND METHODS TO MEET THE REQUIREMENTS IN SPECIFICATION

SECTION 013526 SAFETY REQUIREMENTS, INCLUDING FILTRATION,

MAINTAINING NEGATIVE PRESSURE IN THE CONSTRUCTION AREA, DUST

CONTROL, AND USE OF A PORTABLE CEILING ACCESS MODULE IN AREAS

OUTSIDE THE CONSTRUCTION AREA. THE CONTRACTOR SHALL SUBMIT PLAN

IN ACCORDANCE WITH THESE DOCUMENTS.

PHASING MECHANICAL NOTES

* NOTE *

ALL OF GENERAL NOTES ON THIS SHEET ARE TO BE APPLIED TO ALL OTHER

DRAWINGS IN THIS SET. THE SYMBOLS AND ABBREVIATIONS SHOWN ON THIS

SHEET MAY OR MAY NOT BE USED IN THIS SET OF DRAWINGS.

A. DATA LINK COMMUNICATION IS ETHERNET (ISO 8802-3) AND BACNET/IP.

B. GROUND CABLE SHIELDS, DRAIN CONDUCTORS, AND EQUIPMENT TO

ELIMINATE SHOCK HAZARD AND TO MINIMIZE GROUND LOOPS, COMMON-

MODE RETURNS, NOISE PICKUP, CROSS TALK, AND OTHER IMPAIRMENTS.

C. CABLE CONDUCTORS SHALL PROVIDE PROTECTION AGAINST INDUCTION IN

CIRCUITS. CROSSTALK ATTENUATION WITHIN THE SYSTEM SHALL BE IN

EXCESS OF -80 DB THROUGHOUT ALL FREQUENCY RANGES USED.

D. CABLE RUNS: KEEP CABLE RUNS AS SHORT AS POSSIBLE. ALLOW EXTRA

LENGTH FOR CONNECTING TO THE TERMINAL BOARD. DO NOT BEND FLEXIBLE

COAXIAL CABLES IN A RADIUS LESS THAN TEN TIMES THE CABLE OUTSIDE

DIAMETER.

E. LABEL SYSTEM’S CABLES ON EACH END. TEST AND CERTIFY CABLES IN

WRITING TO THE VA BEFORE CONDUCTING PROOF-OF-PERFORMANCE

TESTING. MINIMUM CABLE TEST REQUIREMENTS ARE FOR IMPEDANCE

COMPLIANCE, INDUCTANCE, CAPACITANCE, SIGNAL LEVEL COMPLIANCE,

OPENS, SHORTS, CROSS TALK, NOISE, AND DISTORTION, AND SPLIT PAIRS ON

ALL CABLES IN THE FREQUENCY RANGES USED. MAKE AVAILABLE ALL CABLE

INSTALLATION AND TEST RECORDS AT THE DEMONSTRATION TO THE VA.

F. POWER WIRING SHALL NOT BE RUN IN CONDUIT WITH COMMUNICATIONS

TRUNK WIRING OR SIGNAL OR CONTROL WIRING OPERATING AT 100 VOLTS

OR LESS.

G. PROVIDE NEMA 4 ENCLOSURE FOR EXTERIOR LOCATIONS.

H. PROVIDE BACNET-COMPLIANT ROUTER, BRIDGE, SWITCH, HUB, MODEM,

GATEWAY, INTERFACE, AND SIMILAR COMMUNICATION EQUIPMENT TO

INTEGRATE INTO THE EXISTING SYSTEM.

I. FIT ALL EQUIPMENT CONTAINED IN CABINETS OR PANELS WITH SERVICE

LOOPS, EACH LOOP BEING AT LEAST 300 MM (12 INCHES) LONG. EQUIPMENT

FOR FIBER OPTICS SYSTEM SHALL BE RACK MOUNTED, AS APPLICABLE, IN

VENTILATED, SELF-SUPPORTING, CODE GAUGE STEEL ENCLOSURE. CABLES

SHALL BE SUPPORTED FOR MINIMUM SAG.

J. OPTICAL DIGITAL COMMUNICATION FIBER, IF USED, SHALL BE MULTIMODE OR

SINGLE MODE FIBER, 50/125 MICRON FOR MULTIMODE OR 10/125 MICRON FOR

SINGLE MODE MICRON WITH SC OR ST CONNECTORS AS SPECIFIED IN

TIA-568-C.1. TERMINATIONS, PATCH PANELS, AND OTHER HARDWARE SHALL

BE COMPATIBLE WITH THE SPECIFIED FIBER. FIBER-OPTIC CABLE SHALL BE

SUITABLE FOR USE WITH THE 100BASE-FX OR THE 100BASE-SX STANDARD (AS

APPLICABLE) AS DEFINED IN IEEE STD 802.3.

GENERAL CONTROL ELEMENT REQUIREMENT

A. THE TEST AND BALANCE CONTRACTOR SHALL BE A SUBCONTRACTOR TO THE

PRIME CONTRACTOR AND NOT A SUBCONTRACTOR TO THE MECHANICAL OR

ANY OTHER SUBCONTRACTOR.

B. PRIOR STARTING WORK, THE CONTRACTOR SHALL PROVIDE A TEST REPORT

OF EXISTING SYSTEMS THAT ARE MODIFIED BY THIS SCOPE OF WORK.:

1. AHU-1

TEST AND BALANCE MECHANICAL NOTES

A. DURING CONSTRUCTION, MEET OR EXCEED RECOMMENDED CONTROL

MEASURES OF ANSI/SMACNA 008-2008, CHAPTER 3.

B. PROTECT STORED ON-SITE AND INSTALLED ABSORPTIVE MATERIALS FROM

MOISTURE DAMAGE.

C. IF PERMANENTLY INSTALLED AIR HANDLERS ARE USED DURING

CONSTRUCTION, FILTRATION MEDIA WITH A MINIMUM EFFICIENCY REPORTING

VALUE (MERV) OF 8 MUST BE USED AT EACH RETURN AIR GRILLE, AS

DETERMINED BY ASHRAE STANDARD 52.2-1999…