Attachment C - Drawing 19-181 Architectural .pdf

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

EMER EMERGENCY

EQ EQUAL

EQUIP EQUIPMENT

EXIST EXISTING

EXT EXTERIOR

EWC ELECTRIC WATER COOLER

FD FLOOR DRAIN

FE FIRE EXTINGUISHER

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 KEYNOTE WINDOW TYPE

ROOF PITCH SYMBOLDOOR NUMBER

TYPICAL KEYNOTE CEILING/ SOFFIT

HEIGHT

MATL

1'-0"

-1

# 1 PARTITION TYPE SYMBOL

GENERAL NOTES

1. INDICATIONS OF PROJECT LIMITS OR LINES OF DEMARCATION ARE SHOWN FOR GENERAL SCOPE DEFINITION AND REFLECT THE UNDERSTANDING OF THE DESIGNER AS TO THE LIMITATIONS OF THE WORK AREA IN AN OCCUPIED AREA. ACTUAL CONTRACT LIMITS ARE TO BE DETERMINED BY AGREEMENT BETWEEN THE COR AND CONTRACTOR BEFORE THE

START OF THE WORK.

2. DETAILS FOR SPECIFIC PRODUCTS MAY CHANGE BEFORE THEY ARE ACTUALLY INCORPORATED INTO THE WORK, AND PRODUCTS BY OTHER MANUFACTURERS ARE ALSO ACCEPTABLE. THEREFORE, ACTUAL INSTALLATION DETAILS AND DIMENSIONS MAY DIFFER FROM THOSE SHOWN. CONTRACTOR SHALL VERIFY INSTALLATION REQUIREMENTS FOR ALL PRODUCTS TO BE INCORPORATED IN THE WORK (INCLUDING THICKNESS FOR RECESSED OR SEMI-RECESSED PRODUCTS) AND IS RESPONSIBLE FOR ACCOMMODATING AND COORDINATING CHANGES TO OTHER MATERIALS OR PRODUCTS THAT ARE NECESSARY BECAUSE OF THESE DIFFERENCES.

3. 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

WORK IS TO BE CONSTRUCTED AS A COMPLETE, INTEGRATED AND UNIFIED WHOLE.

4. THE DRAWINGS AND SPECIFICATIONS, INCLUDING DRAWINGS PREPARED BY SPECIFIC 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 A/E AND C.O.R. 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.

5. USE OF THE WORD "VERIFY" POINTS OUT A SITUATION WHICH MUST BE CONFIRMED PRIOR TO PROCEEDING WITH THE WORK, FABRICATION OF EQUIPMENT, OR ORDERING MATERIAL.

NOTIFY THE C.O.R OF ANY DISCREPANCY DISCOVERED.

6. THE CONTRACTOR SHALL NOTIFY THE COR IMMEDIATELY SHOULD DISCREPANCIES BE FOUND IN THE DRAWINGS AND SPECIFICATIONS.

7. 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.

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

9. THE CONTRACTOR AND SUBCONTRACTORS INVOLVED IN THIS PROJECT SHALL BE RESPONSIBLE FOR DESIGNING 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.

10. THE CONTRACTOR SHALL REVIEW THE DRAWINGS AND UNDERSTAND THE SCOPE OF THE WORK 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.

11. CONTRACTORS SHALL FOLLOW AND OBEY ALL FEDERAL, STATE AND LOCAL CODES, LAWS, SAFETY REGULATIONS AND HAZARDOUS WASTE LAWS, ETC.

GENERAL DEMOLITION NOTES

1. KEY NOTES AND DRAWINGS ARE INTENDED TO GRAPHICALLY REPRESENT GENERAL WORK AND DO NOT PORTRAY FULL SCOPE OF THE PROJECT.

SEE SPECIFICATIONS FOR ADDITIONAL 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. ANY PATCHED WALL OPENINGS 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 DRAWINGS FOR FURTHER INFORMATION REGARDING DEMOLITION OF ELECTRICAL SYSTEMS.

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 C.O.R., 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 C.O.R.

WALL SECTION

SYMBOL

INTERIOR ELEVATION

SYMBOL

COLUMN GRID

ELEVATION SYMBOL

REVISION NOTE

ENLARGED DETAIL CALLOUT

ROOM DESIGNATION

SYMBOL

BREAK LINE

ROOF SLOPE

DIRECTION SYMBOL

TYPICAL GRAPHIC SCALE

DETAIL #

PAGE #

DETAIL #

PAGE #

TRUE NORTH ARROW

PROJECT NORTH ARROW

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

WALL GRID

(REPRESENTS

FACE OF EXISTING

WALL)

XX.X

XX.X

ELEVATION

0'-0"

ROOM

NAME

101A

NORTH

PLAN

NORTH

TRUE

0 4 8 16

Engineers Architects

Revisions: Date

Drawing Title

Approved:

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:

NOT FOR

CONSTRUCTIO

N

NOT FOR

CONSTRUCTIO

N

WALL RATING LEGEND

1 HR - FIRE BARRIER

2 HR - FIRE BARRIER

SMOKE RESISTIVE HAZARDOUS AREA

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.

S S S S

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P M

A-001

ARCHITECTURAL SYMBOLS,

ABBREVIATIONS AND NOTES

1 3EJD

SPS GI EQUIPMENT INSTALL

DURHAM VA MEDICAL CENTER

508 FULTON ST.

DURHAM, NC 27705 OCTOBER 23, 2020

CONSTRUCTION DOCUMENTS

558-19-30219-181

WVS

ABBREVIATIONS

ARCHITECTURAL SYMBOL LEGEND

A. REFER TO LIFE SAFETY PLAN FOR RATED WALL

LOCATIONS.

B. UL WALL DESIGNATIONS TO BE USED TO DEFINE NEW

RATED WALL ASSEMBLIES. IN CASE OF EXISTING

RATED WALLS, CONFIRM DESIGN IMPROVEMENTS TO

EXISTING ASSEMBLY MEETS UL STANDARDS FOR

RATED WALL ASSEMBLIES.

C. REFER TO FLOOR PLANS SHEET FOR FIRE RATED AND

SMOKE PARTITION LOCATIONS. ALL FIRE AND SMOKE

PARTITIONS SHALL EXTEND FROM FLOOR SLAB TO

THE UNDERSIDE OF STRUCTURE - DECK ABOVE. ALL

PENETRATIONS SHALL BE SEALED AND PROTECTED

WITH FIRE RATED SEALANT TO MAINTAIN THE

INTEGRITY OF THE PARTITION.

D. PARTITION INSTALLATION SHALL CONFORM TO

APPLICABLE CODE REQUIREMENTS.

E. WHERE PARTITIONS OF DIFFERENT FIRE RATING

INTERSECT, PARTITION WITH THE HIGHEST FIRE

RATING SHALL BE CONTINUOUS PER FOLLOWING

PRIORITY LIST:

PRIORITY 1: TWO HOUR FIRE AND SMOKE WALL

PRIORITY 2: TWO HOUR FIRE OR SHAFT WALL

PRIORITY 3: ONE HOUR FIRE AND SMOKE WALL

PRIORITY 4: ONE HOUR FIRE WALL

PRIORITY 5: NON-RATED WALL

PROVIDE IDENTIFICATION OF ALL FIRE RATED AND/OR

SMOKE PARTITIONS AT NOT MORE THAN 10'-0" ON

CENTER ABOVE CEILINGS WITH 3" HIGH STENCILED

BLOCK LETTERING AS FOLLOWS: "1 HOUR FIRE", "1

HOUR FIRE/SMOKE", "2 HOUR FIRE", "2 HOUR

FIRE/SMOKE", "2 HOUR SHAFT", ETC.

F. EXTEND FIRE RATED WALL CONSTRUCTION BEHIND

RECESSED OR BUILT-IN EQUIPMENT SUCH AS FIRE

EXTINGUISHER CABINETS (FEC), ELECTRICAL WATER

COOLERS (EWC), ELECTRICAL PANELS, ETC.

G. STAGGER GYPSUM BOARD JOINTS VERTICALLY AND

HORIZONTALLY A MINIMUM OF 16" EACH SIDE OF

PARTITION AT ALL PARTITIONS.

H. WHERE HVAC OR OTHER MECHANICAL , ELECTRICAL

AND PLUMBING ITEMS PENETRATE PARTITIONS,

STUDS SHALL BE BRACED AND FRAMED TO

STRUCTURE AS REQUIRED TO PROVIDE ADEQUATE

SUPPORT. ALL PENETRATIONS THROUGH RATED

WALLS SHALL BE SEALED TO PROVIDE FIRE, SMOKE,

AND/OR ACOUSTICAL ISOLATION OF SPACES,WITH

APPROPRIATE FIRE STOP MATERIAL.

I. COORDINATE METAL STUD GAUGE WITH PRE-

APPROVED EQUIPMENT ANCHORAGE. WHERE

DISCREPANCY OCCURS, THE MORE STRINGENT

REQUIREMENT SHALL GOVERN.

J. PROVIDE FIRE SAFE INSULATION AS REQUIRED TO

MAINTAIN THE INTEGRITY OF FIRE RATED PARTITIONS.

K. PROVIDE REQUIRED FRAMES AND BRACING AROUND

WALL PENETRATIONS.

L. PROVIDE CONTINUOUS ACOUSTICAL SEALANT AT

BOTTOM OF ALL PARTITIONS.

M. THERE SHALL BE NO BACK-TO-BACK ELECTRICAL,

TELEPHONE, OR OTHER OUTLETS, EXCEPT WHERE

SPECIFICALLY SHOWN.

GENERAL SYMBOL LEGEND

N

KEY PLAN

SCALE: NO SCALE

AREA OF WORK

GROUND FLOOR

TOILET

FG314

PROCEDURE

FG313

PROCEDURE

FG315

CLEAN

SUPPLIES

FG221

STAFF T

FG220 WAITING

FG222A

WAITING

FG222B

STAFF

LOCKERS

FG403

GAS

FG189

PROCEDURE

FG165

OFFICE

FG172

NEW

EXIT

PASSAGEWAY

FG400C

PRIMARY AREA OF WORK

1 1 1

SCOPES

CLEAN

FG318

SCOPES SOIL

FG319

STORAGE

FG317 OFFICE

FG316

2'-0"

F.V.

5'-2"

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

/2

2'-9" 13'-2"

/2

PRIMARY AREA OF WORK

TOILET

FG314

OFFICE

FG316

ANTE RM

FG317

OFFICE

FG172 NEW

EXIT

PASSAGEWAY

FG400C

STAFF

LOCKERS

FG403

CIRCULATION

FG300B

STAFF T

FG220

CLEAN

SUPPLIES

FG221

WAITING

FG222A

WAITING

FG222B

PROCEDURE

FG165

GAS

FG189

PROCEDURE

FG315

PROCEDURE

FG313

12 1212

SCOPES

STAGING

FG319

SCOPES

DECON.

FG318

4'-5"

6'-0 1/2"

D317

21'-0" 5'-0"

A-101

D

D

21 1222

NOTES:

1. PROVIDE FIRE-RATED GLASS AT FIRE RATED CONDITIONS

2. ALL GLASS MUST BE TEMPERED

TYPE A

2" 2"

SCHEDULE

SEE

S E

E S

C H

E D

U L E

TYPE 1

10"6"

BASIS OF DESIGN:

PT-1 SHERWIN WILLIAMS

COLOR TO BE SELECTED BY VA, EGGSHELL

PT-2 SHERWIN WILLIAMS

COLOR TO BE SELECTED BY VA, EGGSHELL,

DOOR FRAMES ONLY

RES-1 MATCH EXISTING POURED RESINIOUS BASE

FLOORING WITH INTEGRAL BASE. COLOR AND

TEXTURE TO MATCH AS POSSIBLE. SAMPLES

REQUIRED IN SUBMITTAL

ACT-1 ARMSTRONG 2x2, ULTIMA HEALTH ZONE, WHITE ON 15/16" xl PRELUDE GRID, OR

APPROVED EQUAL

GYP-1 ARMSTRONG DRYWALL FLAT CEILING

SUSPENSION SYSTEM. CEILING GYP. BOARD

TO BE 5/8" THICK, LEVEL 4 FINISH, PAINT PT-1.

REMARKS:

1. EXISTING HM DOOR FRAME TO REMAIN IN PLACE. FRAME TO BE MODIFIED TO REVERSE

DOOR SWING TO LH.

2. EXISTING HM DOOR AND FRAME, COMPLETE WITH HARDWARE TO BE RELOCATED. SEE

DEMOLITION KEYNOTE 10 AND DOOR TAG FG318

3. NEW SOLID CORE WOOD VENEER DOOR TO MATCH EXISTING ADJACENT DOOR TYPE

AND FINISH SUBMITTAL AND SAMPLE REQUIRED. NEW FRAME AND DOOR TO

ACCOMODATE DOOR SWING CHANGE. ALL HARDWARE FROM EXISTING DOOR TO BE

RE-USED INCLUDING CLOSER, LATCH SET, KICKPLATES, ETC.

M A

T C

H E

X

IS

T

IN

G T

H

IC

K N

E S

S

NEW RESINIOUS

FLOORING TO

MATCH EXISTING

COLOR AND STYLE

SUBSTRATE

R =1

MATCH EXISTING THICKNESS

RESINOUS

FLOORING

SS EDGING

OCCUR UNDER

1 3/4" DOOR

RESILIENT

FLOORING

GRIND SLAB

FOR RESINOUS

FLOORING

TRANSITION

DOOR

VERIFY EQUIPMENT TYPE AND

REQUIREMENTS PRIOR TO ROUGH-IN

SEALANT

SS CLOSURE ANGLE AT ALL SIDES OF

EQUIPMENT - ANCHOR TO WALL AND

SEAL ALL EDGES AIRTIGHT

THIS DETAIL IS INTENDED TO ILLUSTRATE

GENERAL SCOPE FOR REPROCESSOR

INSTALLATION. CONTRACTOR SHALL VERIFY

DIMENSIONS WITH MANUFACTURER'S

INSTALLATION INSTRUCTIONS

5/8" GYP BD

4" METAL STUDS

V E

R

IF

Y W

M

F R

COLD FORM HEADER BY

METAL STUD SUPPLIER

(SPAN APPROX. 9'-0")

CEILING

STEEL STUDS

(4") (UNO) @

16" OC

GYP WALL BD (5/8")

FLOOR SLAB

SEALANT

*SEAL ALL

PENETRATIONS

WITH SEALANT

TYPE 1

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

SOUND

ATTENUATION

INSULATION

BASE AS

SCHEDULED

EXTEND STUDS TO

STRUCTURE AND

SECURE W/ SLIP TRACK

UNDERSIDE OF

FLOOR OR ROOF

ASSEMBLY

STC-49

I

FLOOR SLAB

FIRE SEALANT

STEEL STUDS

(4") (UNO) @

16" OC

TYPE "X" GYP

WALL BD (5/8")

CEILING

*FIRESTOP ALL

PENETRATIONS

TYPE 2 (1-HR)

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

STC-49 SA870717

UL-U419 1 HOUR

/8

GLASS FIBER OR

MINERAL WOOL

INSULATION

M A

X

/4

FIRE SEALANT

D E

C K

D E

P T

H

TYPE "X" GYP BD (5/8") CUT

TO DECK PROFILE

UNDERSIDE OF FLOOR

OR ROOF ASSEMBLY

PER U.L. DESIGN

NUMBER

BASE AS SCHEDULED

EXTEND STUDS TO

STRUCTURE AND

SECURE W/ SLIP

TRACK

Engineers Architects

## KEY NOTES:

# KEY NOTES:

Revisions: Date

Drawing Title

Approved:

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:

NOT FOR

CONSTRUCTIO

N

NOT FOR

CONSTRUCTIO

N

WALL RATING LEGEND

1 HR - FIRE BARRIER

2 HR - FIRE BARRIER

SMOKE RESISTIVE HAZARDOUS AREA

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-100

PARTIAL GROUND FLOOR PLAN DEMO

+ NEW WORK

2 3EJD

SPS GI EQUIPMENT INSTALL

DURHAM VA MEDICAL CENTER

508 FULTON ST.

DURHAM, NC 27705 OCTOBER 23, 2020

CONSTRUCTION DOCUMENTS

558-19-30219-181

WVS

0 2 4 8

NORTH

PLAN

1 PPE STORAGE FOR SPS STAFF

2 NEW SEAMLESS FLOORING TO MATCH EXISTING

3 NEW COMBO EYEWASH/HANDSINK UNIT SINK SHOWN

ON THIS PLAN IS SYMBOLIC. SEE PLUBING DRAWINGS

AND SPECS FOR ACTUAL MODEL NUMBER AND SIZE

AND TYPE.

4 NEW MANUAL PASS THRU WINDOW @ 48" A.F.F. MOBILE

CART WITH LEAK TESTER TO FIT UNDER

5 EXISTING VA ENDRODRY CABNET

6 3 COMPARTMENT DECONTAMINATION SINKS. SEE

PLUMBING DWGS

7 RELOCATED EXISTING 8 L.F. WALL HUNG STORAGE

CABINETS

8 NEW WALL MOUNT BRACKET FOR EXISTING

WORKSTATION. REMOVE DRYWALL AND INSTALL

SUFFICIENT BLOCKING TO SUPPORT BRACKET. INSTALL

NEW DRYWALL, PATCH AND FINISH TO MATCH

ADJACENT TEXTURE AND FINISH.

9 NEW PASS THRU SCOPE REPROCESSORS - (3) UNITS 6

BOWLS TOTAL - 23MIN AVG. CYCLE TIME

10 NEW HM FRAME AND WOOD DOOR - SEE DOOR

SCHEDULE

11 RELOCATED EXISTING DOOR AND FRAME

12 RELOCATED EXISTING SCOPE STORAGE CABINETS

13 EXISTING FLOOR TO REMAIN

14 FILTRATION SYSTEM TO BE RELOCATED SEE MECH

DWGS

15 SCOPE STORAGE TO HAVE GYPSUM BOARD CEILING

16 CONSTRUCTION ACCESS FROM CORRIDOR

17 NEW PASS THRU FOR RME

18 NEW FLOOR FINISH TO EXISTING FLOOR FINISH SEAM

TO OCCUR UNDER THE DOOR. BASIS OF DESIGN,

SCHLUTER SCHIENE, ALUM.

19 PATCH AND REPAIR TO LIKE NEW CONDITION. PAINT

WALL TO MATCH ADJACENT.

20 EXTENT (69 S.F.) OF NEW RESINOUS FLOORING TO

MATCH EXISTING

21 NEW WALL MOUNTED SHELF FOR BACK UP LEAK

TESTER AND SCOPE BUDDY

22 EXISTING CONCRETE COLUMN

23 EXISTING 30" X 30" FLOOR ACCESS DOOR TO REMAIN.

INSTALL NEW FLOOR FINISH SAME AS ROOM, SEE

ROOM FINISH SCHEDULE.

24 EXISTING RECESSED FIRE EXTINGUISHER

25 BRACE EXISTING WALL WITH 16 GA STUDS ON EITHER

SIDE OF PASS THRU CHAMBER FLOOR TO UNDERSIDE

OF STRUCTURE ABOVE

N

KEY PLAN

SCALE: NO SCALE

AREA OF WORK

GROUND FLOOR

0 2 4 8

NORTH

PLAN

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

PARTIAL GROUND FLOOR PLAN - DEMOLITION

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

PARTIAL GROUND FLOOR PLAN - NEW WORK

A. FLOOR TO FLOOR HEIGHT FROM GROUND FLOOR

PLAN TO FIRST LEVEL 12'-0" (FIELD VERIFY)

B. CONTRACTOR SHALL MAKE PROVISIONS TO ENSURE

CONSTRUCTION NOISE DOES NOT EXCEED VA

DETERMINED THRESHOLD IN OCCUPIED AREAS

ADJACENT TO CONSTRUCTION.

C. VA TO REMOVE ALL NON FIXED EQUIPMENT PRIOR TO

START OF CONSTRUCTION. SCOPE DRYING CABINETS,

EXISTING MEDIVATORS, MOVEABLE CARTS, ETC.

D. SEE THIS SHEET FOR PARTITION TYPES 1 AND 2

E. CONTRACTOR RESPONSIBLE FOR FLOOR PATCHING

AROUND NEW FLOOR DRAINS, COLOR, TYPE, AND

STYLE OF FLOOR TO MATCH EXISTING.

F. CONTRACTOR SHALL CONDUCT HIGH NOISE

ACTIVITIES IN A WAY TO ALLOW THE FACILITY TO

OPERATE DURING CONSTRUCTION. ACTIONS THAT

THE CONTRACTOR TAKE TO MINIMIZE THE IMPACT

INCLUDE:

a. NOTIFYING THE COR TWO DAYS PRIOR TO THE

TIME OF HIGH NOISE ACTIVITIES TO ALLOW THE

COR TO COMMUNICATE THIS TO THE EMPLOYEES

AND PATIENTS.

b. SCHEDULING HIGH NOISE ACTIVITIES DURING THE

TIMES OF MINIMAL IMPACT.

1 DRYING CABINET TO BE RELOCATED, PATCH AND

REPAIR FLOOR AND WALLS

2 REMOVE HM FRAME, WOOD DOOR, AND DOOR

OPERATOR. PATCH AND REPAIR WALL.

3 EXISTING SINK TO BE REMOVED. SEE PLUMBING DWGS.

ASSOCIATED EQUIPMENT TO REMAIN (SCOPE BUDDY,

VACUUM, AIR, DRAIN ETC...)

4 NOT USED

5 EXISTING WALL HUNG STORAGE CABINETS TO BE

REMOVED AND RELOCATED TO SCOPES DECON. NEW

CONSTRUCTION LOCATION.

6 NOT USED

7 REMOVE BASE CABINETS. PATCH AND REPAIR WALLS.

8 CONTRACTOR TO CUT NEW 3'-0"X 7'-0" OPENING IN

EXISTING WALLS FOR ACCESS TO AREA OF WORK.

9 DEMOLISH WALL IN ITS ENTIRETY.

10 HM DOOR AND FRAME TO BE RELOCATED

11 EXISTING SINK TO BE REMOVED. SEE PLUMBING DWGS.

PATCH AND RAPAIR WALLS. FINISH TO MATCH

ADJACENT

12 EXISTING DOOR TO REMAIN.

13 DEMOLISH EXISTING CASEWORK, SINK AND UPPER

CABINETS.

14 CUT PORTION OF LOWER WALL FOR NEW

REPROCESSOR AND DEMOLISH, VERIFY VERTICAL AND

HORIZ. DIMENSIONS. INSTALL NEW COLD FIRM HEADER.

SEE DETAIL 7/A-100 (SIMILAR), PATCH AND REPAIR OR

INSTALL NEW GYP.BD. AS REQ'D.

15 REMOVE EXISTING DOOR, HM FRAME AND DOOR

OPERATOR.

16 EXISTING 30" x 30" FLOOR ACCESS DOOR TO REMAIN.

REMOVE EXISTING FLOOR FINISH.

DOOR SCHEDULE

DOOR DOOR FRAME THRESH

DETAIL NO. LBL

HDWR

SET REMARKSNO. WIDTH HEIGHT THICK MAT'L FINISH ELEV MAT'L FINISH ELEV

D317 3' - 0" 7' - 0" 1 3/4" EXIST WD EXIST EXIST EXIST EXIST EXIST 6 45 MIN. EXIST NOTE 1

D318 3' - 0" 7' - 0" 1 3/4" EXIST HM EXIST EXIST EXIST PT EXIST 45 MIN. EXIST NOTE 2

D319 3' - 0" 7' - 0" 1 3/4" SCW PF TYPE A HM PT EXIST 45 MIN. NOTE 3

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

DOOR AND FRAME ELEVATIONS

ROOM FINISH SCHEDULE

ROOM NO. NAME FLOOR BASE

WALLS CEILING

REMARKS

EAST NORTH SOUTH WEST

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

FG317 ANTE RM RES-1 RES-1 GYP BD PT-1 GYP BD PT-1 GYP BD PT-1 GYP BD PT-1 ACT-1 8' - 0"

FG318 SCOPES DECON. RES-1 RES-1 GYP BD PT-1 GYP BD PT-1 GYP BD PT-1 GYP BD PT-1 ACT-1 8' - 0"

FG319 SCOPES STAGING RES-1 RES-1 GYP BD PT-1 GYP BD PT-1 GYP BD PT-1 GYP BD PT-1 GYP-1 8' - 0"

EXIST= EXISTING

HM= HOLLOW METAL

PF= PREFINISHED

PT= PAINT

SCW= SOLID CORE WOOD

WD= WOOD

Scale: 3" = 1'-0"

INTEGRAL BASE DETAIL

Scale: 6" = 1'-0"

TRANSITION FLOORING DETAIL

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

EQUIP DETAIL - SCOPE REPROCESSOR

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

PARTITION TYPES 1 AND 2

8'-11"

REFLECTED CEILING PLAN

LEGEND

SUPPLY DIFFUSER

RETURN GRILL

DOWN LIGHT

FIXTURE

EXIT SIGN (SHADED

AREA INDICATES

DIRECTION OF

EGRESS)

DENOTES GWB

SOFFIT/CEILING

E Q

B

EQ. A

SPRINKLER HEAD

2'x4' LAY-IN LED

MAT

8'-0"

CEILING HEIGHT

DESIGNATION

(WHEN HEIGHT

VARIES FROM

TYPICAL)

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.

EXHAUST GRILL

EQ. A

E Q

B

ACCESS PANEL

PRIMARY AREA OF WORK

TOILET

FG314

STAFF T

FG220

CLEAN

SUPPLIES

FG221

STORAGE

FG317

SCOPES

CLEAN

FG318

SCOPES SOIL

FG319

OFFICE

FG316

OFFICE

FG172

PROCEDURE

FG165

GAS

FG189

PROCEDURE

FG315

PROCEDURE

FG313

NEW

EXIT

PASSAGEWAY

FG400C

STAFF

LOCKERS

FG403

WAITING

FG222A

WAITING

FG222B

PRIMARY AREA OF WORK

TOILET

FG314

STAFF

LOCKERS

FG403

STAFF T

FG220

CLEAN

SUPPLIES

FG221

WAITING

FG222A

WAITING

FG222B

OFFICE

FG316

ANTE RM

FG317

SCOPES

DECON.

FG318

SCOPES

STAGING

FG319

NEW

EXIT

PASSAGEWAY

FG400C

OFFICE

FG172

GAS

FG189

PROCEDURE

FG165

PROCEDURE

FG315

PROCEDURE

FG313

8' - 0"

ACT

2x2

8' - 0"

ACT

2x2

A-101

8' - 0"

GYP-1

10 10

11 7

A-101

4 10

12 5

A-101

EXISTING RELOCATED

CABINETS SEE INTERIOR

ELEVATIONS

PROVIDE 2x BLOCKING IN

WALL CAVITY FOR

CABINET MOUNTING, TOP

& BOTTOM

REMOVE GYPSUM BOARD AS

NECESSARY TO INSTALL

ADEQUATE BLOCKING FOR

RELOCATED CABINETRY. SEE

INTERIOR ELEVATIONS. PATCH

AND REPAIR INCLUDING VISIBLE

JOINTS. MATCH FINISH AND

TEXTURE OF ADJACENT

SURFACES.

5/8" GYPSUM BOARD

METAL STUDS

Engineers Architects

## KEY NOTES:

# KEY NOTES:

Revisions: Date

Drawing Title

Approved:

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:

NOT FOR

CONSTRUCTIO

N

NOT FOR

CONSTRUCTIO

N

WALL RATING LEGEND

1 HR - FIRE BARRIER

2 HR - FIRE BARRIER

SMOKE RESISTIVE HAZARDOUS AREA

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.

S S S S

/2 /2

:3

:1

P M

A-101

PARTIAL GROUND FLOOR DEMOLITION

REFLECTED CEILING PLAN + NEW

WORK REFLECTED CEILING PLAN

3 3EJD

SPS GI EQUIPMENT INSTALL

DURHAM VA MEDICAL CENTER

508 FULTON ST.

DURHAM, NC 27705 OCTOBER 23, 2020

CONSTRUCTION DOCUMENTS

558-19-30219-181

WVS

1 NEW ACT CEILING - GRID AND PADS

2 NEW GYP CEILING.

3 NEW PASS THRU SCOPE REPROCESSORS, BY VA

4 COMPUTER WORKSTATION, EXISTING

WORKSTATION RELOCATED NEW WALL MOUNT

BRACKETS SUPPLIED BY VA. DEMO GYPSUM

BOARD BEHIND WALL BRACKET TO ADEQUATELY

PROVIDE BLOCKING FOR SUPPORT OF WALL

BRACKET TYPE. COORDINATE WITH C.O.R.

5 NEW COMBO EYEWASH/HANDSINK UNIT

6 NEW MANUAL PASS THRU WINDOW WITH NO

FINISHED SIDES @ 48" A.F.F. MOBILE CART WITH

LEAK TESTER TO FIT UNDER

7 EXISTING RELOCATED VACUUM

8 3 COMPARTMENT DECONTAMINATION SINKS. SEE

PLUMBING DWGS

9 RELOCATED EXISTING WALL HUNG STORAGE

CABINETS. DEMO GYPSUM BOARD BEHIND

CABINETS AS NECESSARY TO ADEQUATELY

PROVIDE BLOCKING FOR SUPPORT OF

RELOCATED CABINETS

10 EXISTING CONCRETE COLUMN

11 NEW WALL MOUNTED SHELF FOR BACK UP LEAK

TESTER AND SCOPE BUDDY

12 ELECTRICAL RECEPTACLES AS NECESSARY,

TYPICAL ALL LOCATIONS

13 EXISTING FLOOR TO REMAIN

14 NEW PASS THRU WINDOW FOR RME

15 FILTRATION SYSTEM TO BE RELOCATED. REMOVE

DRYWALL AND INSTALL SUFFICIENT BLOCKING TO

SUPPPORT FILTERS. INSTALL NEW DRYWALL,

PATCH AND FINSH TO MATCH ADJACENT TEXTURE

AND FINISH. SEE MECH DWGS

16 NEW FLUSH ACCESS PANEL. BASIS OF DESIGN:

LARSEN'S MANUFACTURING, 24"x24" MODEL L-DW24x24 OR EQUAL.

N

KEY PLAN

SCALE: NO SCALE

AREA OF WORK

GROUND FLOOR

0 2 4 8

NORTH

PLAN

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

PARTIAL REFLECTED CEILING PLAN - DEMOLITION

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

PARTIAL REFLECTED CEILING PLAN - NEW WORK

0 2 4 8

NORTH

PLAN

A. SEE ELECTRICAL AND MECHANICAL DWG'S FOR

CEILING-MOUNTED ELECTRICAL AND MECHANICAL

DEVICES.

B. SEE FIRE PROTECTION DWGS FOR SPRINKLER

LOCATIONS AND TYPES.

1 REMOVE CEILING MOUNTED DEVICES AND EXISTING

SUSPENDED ACOUSTICAL CEILING GRID AND

BOARD. COORDINATE WITH MECHANICAL,

ELECTRICAL AND PLUMBING CONTRACTORS FOR

INSTALLATION THEIR RESPECTIVE NEW WORK.

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

INTERIOR ELEVATION

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

INTERIOR ELEVATION

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

CABINET BLOCKING DETAIL

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

INTERIOR ELEVATION