1_a G - Renovate Building 4 IFC pages 4-6.pdf

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

VA FORM 08 - 6231

A

FULLY SPRINKLERED

U.S. Department of Veterans Affairs

B

C

D

E

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

A u to d e s k D o c s /F a y e tt e v ill e N

C V

A

B ld g

R e n o v a ti o n /F

F E

F a y e tt e v ill e

R e n o v a te

B

A rc h rv t

/2

/2

:5

:1

P

M

GI004

SECOND FLOOR AXONOMETRIC

DRAWINGS

07/24/2023 SS KT

RENOVATE HISTORIC BUILDING 4 565-20-101

2300 RAMSEY STREET, FAYETTEVILLE, NC 28301

ISSUED FOR

CONSTRUCTION

FAYETTEVILLE

VA MEDICAL

CENTER Approved: FAYETTEVILLE VA MEDICAL CENTER

3D SECOND FLOOR AXON

No. Revisions: Date:

REV 0 07/24/2023

Steve Image

GENERAL SYMBOLS

SCALE:

B2

VIEW NAME

1/8" = 1'-0"

A4

EARTH

EARTH GRAVEL

CONCRETE

METALS

BRICK

CMU

TILE

STONE

WOOD

GYPSUM

GLASS

INSULATION

REGULAR

STEEL ALUMINUM

FACE COMMON

CMU

CERAMIC

MARBLE LIMESTONE

FINISH BLOCKING

PLASTER OR GWB

LARGE SCALE SMALL SCALE

BATT OR

LOOSE

RIGID

SURFACE

DETAIL TITLE

BUILDING SECTION

WALL SECTION

EXTERIOR / INTERIOR

ELEVATION

INTERIOR MULTI-VIEW

ELEVATION

MATERIALS REFERENCE

DETAIL SECTION

AE402

C4

AE201

A1

AE305

SIM

A1

AE305

SIM

A1

AE305

SIM

AE505

C3

A3

ELEVATION NUMBER

SHEET ON WHICH

ELEVATION IS DRAWN

ELEVATION NUMBER

SHEET ON WHICH

ELEVATION IS DRAWN

ROOM NUMBER

DOOR NUMBER

KEYNOTE

WALL TYPE

REVISION NUMBER

ELEVATION INDICATION

COLUMN GRID

IDENTIFICATION

NORTH ARROW

WINDOW NUMBER

A1

EQUIPMENT TAG

D

NTRUE

NORTH

MATCHLINE

FINISH , FINISH MATERIAL FINISH EXTENTS

SPRAY FOAM

B505E

1t

S

1t

ROOM NAME

A505B

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

VA FORM 08 - 6231

A

FULLY SPRINKLERED

U.S. Department of Veterans Affairs

B

C

D

E

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

A u to d e s k D o c s /F a y e tt e v ill e N

C V

A

B ld g

R e n o v a ti o n /F

F E

F a y e tt e v ill e

R e n o v a te

B

A rc h rv t

/2

/2

:5

:1

P

M

GI005

GENERAL NOTES, SYMBOLS AND

ABBREVIATIONS

07/24/2023 SS KT

RENOVATE HISTORIC BUILDING 4 565-20-101

2300 RAMSEY STREET, FAYETTEVILLE, NC 28301

ISSUED FOR

CONSTRUCTION 4

FAYETTEVILLE

VA MEDICAL

CENTER Approved: FAYETTEVILLE VA MEDICAL CENTER

A

A/C AIR CONDITIONING

AB ANCHOR BOLT / AIR BLENDER

ABS ACRYLONITRILE-BUTADIENE-STYRENE

AC ALTERNATING CURRENT / AIR COMPRESSOR

ACP ASBESTOS CEMENT PIPE

ACU AIR CONDITIONING UNIT

AD AREA DRAIN

ADA AMERICANS WITH DISABILITIES ACT

ADJ ADJACENT / ADJUSTABLE

ADR ACCESS DOOR

AFF ABOVE FINISH FLOOR

AHJ AUTHORITY HAVING JURISDICTION

AHU AIR HANDLING UNIT

AL ALUMINUM

ALT ALTERNATE

APC ACOUSTICAL PANEL CEILING

APPROX APPROXIMATELY

APT APARTMENT

ARCH ARCHITECT(URAL)

ASPH ASPHALT

ATB AIR TERMINAL BOX

ATC ACOUSTICAL TILE CEILING

ATD AIR TRANSFER DUCT

ATU AIR TERMINAL UNIT

AUX AUXILIARY

AVG AVERAGE

AWT ACOUSTICAL WALL TREATMENT

AZ AZIMUTH

B

BB BALLED AND BURLAPPED

BD BOARD

BDD BACK DRAFT DAMPER

BE BOTTOM ELEVATION

BL BUILDING LINE

BLDG BUILDING

BLKG BLOCKING

BM BENCH MARK / BEAM

BR BARE ROOT

BRG BEARING

BTU BRITISH THERMAL UNIT

BTUH BRITISH THERMAL UNIT PER HOUR

C

C/C CENTER TO CENTER

CAB CABINET

CB CIRCUIT BREAKER / CATCH BASIN

CC COOLING UNIT

CE COVER ELEVATION

CEM CEMENT

CFM CUBIC FEET PER MINUTE

CG CORNER GUARD

CH CHILLER

CI CURB INLET / CAST IRON

CIP CAST IRON PIPE

CJ CONTROL JOINT OR CONTRACTION JOINT

CKT CIRCUIT

CL CENTER LINE

CLG CEILING

CLO CLOSET

CLR CLEAR

CM CENTIMETER

CMH CUBIC METER PER HOUR

CMP CORRUGATED METAL PIPE

CMU CONCRETE MASONRY UNIT

CO CLEANOUT / CARBON MONOXIDE

CO2 CARBON DIOXIDE

COL COLUMN

COMB COMBINATION / COMBINE

COMP COMPRESSIBLE

CONC CONCRETE

CONN CONNECTION

CONST CONSTRUCTION

CONT CONTINUOUS / CONTINUATION

CONTR CONTRACTOR

CORR CORRIDOR

CP CEMENT PIPE

ABBREVIATIONS

1. THE GENERAL CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS AND FIELD CONDITIONS PRIOR TO DEMOLITION AND CONSTRUCTION. IF PROVIDED, THE GENERAL CONTRACTOR SHALL EXAMINE EXISTING BUILDING DOCUMENTS. THE CONTRACTOR SHALL BRING ANY DISCREPANCIES TO THE IMMEDIATE ATTENTION OF

THE CONTRACTING OFFICER REPRESENTATIVE (C.O.R.).

2. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF EXISTING ITEMS TO REMAIN DURING DEMOLITION AND CONSTRUCTION.

3. MAINTAIN EXIT EGRESS PATHS TO EXISTING EXIT DOORS AT ALL TIMES DURING CONSTRUCTION.

4. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF ALL CONSTRUCTION ROUTES BEYOND THE AREAS OF WORK AND THE ROUTES MUST BE

RETURNED TO THEIR ORIGINAL CONDITION AT THE END OF THE PROJECT.

5. IF CONSTRUCTION NOISE IS ANTICIPATED, SUBMIT A WRITTEN REQUEST TO THE C.O.R. FOR THE SCHEDULED TIME OF CONSTRUCTION ACTIVITIES. THE CONTRACTING OFFICER REPRESENTATIVE RESERVES THE RIGHT TO DISCONTINUE NOISY CONSTRUCTION AT ANY TIME. NO RADIOS SHALL BE PERMITTED AT ANY TIME IN WORK

AREAS ADJACENT TO OCCUPIED SPACES.

6. REFER TO GENERAL REQUIREMENTS SPECIFICATION SECTION 01 00 00 REGARDING PROCESS FOR DISRUPTION/SHUT DOWN OF EXISTING SERVICES AND UTILITIES.

7. THE GENERAL CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO PREVENT DAMAGE TO THE VA’S AREAS ADJACENT TO NEW CONSTRUCTION OR AREAS WHERE VARIOUS SYSTEM CONNECTIONS OR EXTENSIONS ARE REQUIRED. IN THESE AREAS, THE GENERAL CONTRACTOR IS RESPONSIBLE FOR DAMAGE CAUSED BY LACK OF SUFFICIENT PROTECTION FROM THE WEATHER AND FROM THE RESULTS OF ALL CONSTRUCTION ACTIVITY INCLUDING BUT NOT LIMITED TO DUST AND WATER.

8. REFER TO SAFETY REQUIREMENTS SPECIFICATION 01 35 26 FOR SAFETY REQUIREMENTS RELATED TO HOT WORK, OPEN FLAMES, WELDING RODS AND TORCHES.

9. DO NOT OVERLOAD THE EXISTING BUILDING STRUCTURE. MAINTAIN STRUCTURAL INTEGRITY OF ALL STRUCTURAL FRAMING MEMBERS AND SYSTEMS AT ALL TIMES.

10. REFER TO GENERAL REQUIREMENTS SPECIFICATION 01 00 00 FOR DISPOSAL AND RETENTION OF MATERIALS AND EQUIPMENT FROM DEMOLITION WORK. REMOVAL OF A PARTICULAR ITEM IS TO INCLUDE ALL RELATED ITEMS. REFER TO DEMOLITION DRAWINGS FOR MORE INFORMATION.

11. FOR ALL REMOVALS, THE GENERAL CONTRACTOR SHALL COORDINATE WITH ALL TRADES.

12. THE CONTRACTOR SHALL PROVIDE TEMPORARY SUPPORT FOR ITEMS NOT DEMOLISHED OR REMOVED AS REQUIRED UNTIL PERMANENT SUPPORT IS PROVIDED IN THE

FINAL CONSTRUCTION.

13. PENETRATIONS THROUGH EXISTING ROOF STRUCTURE FOR NEW WORK MUST BE COORDINATED WITH THE EXISTING STRUCTURE SUCH THAT CRITICAL STRUCTURAL

MEMBERS ARE NOT DAMAGED.

14. FIELD VERIFY SIZE, DIMENSIONS AND COORDINATE LOCATIONS OF PENETRATIONS AFFECTING EXISTING CONSTRUCTION.

15. PENETRATIONS THROUGH EXISTING FIRE RATED CONSTRUCTION MUST BE PROPERLY CLOSED AND FIRE SAFE’D TO ACHIEVE THE REQUIRED FIRE RATING BY THE END

OF CONSTRUCTION OPERATIONS FOR EACH DAY.

16. REMOVE ALL DEBRIS PROPERLY FROM THE SITE. LOAD DEBRIS DIRECTLY ONTO TRUCKS OR INTO DUMPSTERS FOR REMOVAL. DISPOSE OF DEBRIS LEGALLY. DO NOT BURN DEBRIS ON THE SITE. DO NOT ALLOW DEBRIS TO ENTER SEWERS. DO NOT ALLOW PILED DEBRIS TO ENDANGER STRUCTURES, BLOCK EXISTS OR ROADWAYS.

COMBUSTIBLE WASTE WHICH COULD CREATE A FIRE HAZARD SHALL NOT BE PERMITTED TO ACCUMULATE IN OR AROUND THE CONSTRUCTION SITE.

17. ALL WORK SHALL BE DONE IN ACCORDANCE WITH APPLICABLE CODES AND FEDERAL AUTHORITIES, RULES AND REGULATIONS.

18. THESE DOCUMENTS SHOW DESIGN INTENT WITH MINIMUM CONSTRUCTION REQUIREMENTS AND MINIMUM QUALITY OF WORK EXPECTED. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL MEANS, METHODS AND TECHNIQUES FOR CONSTRUCTION AND EXPECTED QUALITY.

19. REFER TO RELEVANT MANUFACTURERS INSTALLATION INSTRUCTIONS WHERE APPLICABLE.

20. UNLESS OTHERWISE NOTED, MATERIALS AND EQUIPMENT SHALL BE INSTALLED PER THE APPLICABLE PROVISIONS OF THESE DOCUMENTS AND

MANUFACTURERS INSTRUCTIONS.

21. ALL MATERIALS UTILIZED ON THIS PROJECT SHALL BE NEW UNLESS OTHERWISE NOTED TO BE SALVAGED AND REFURBISHED. MATERIAL QUALITY

IS EXPECTED TO MEET OR EXCEED APPLICABLE INDUSTRY STANDARDS.

22. WHERE SPECIFIED PRODUCTS OR MANUFACTURER’S BASIS OF DESIGN ARE NOT NOTED, THE CONTRACTOR IS REQUIRED TO NOTIFY THE

CONTRACTING OFFICER REPRESENTATIVE TO OBTAIN A MINIMUM STANDARD OF QUALITY.

23. COORDINATE ALL WORK WITH ALL OTHER DISCIPLINES, INCLUDING, BUT NOT LIMITED TO MECHANICAL, ELECTRICAL, PLUMBING AND SITE/CIVIL DRAWINGS. EXACT SIZE AND LOCATION OF ROOF, WALL AND FLOOR OPENINGS SHOWN ON ARCHITECTURAL DRAWINGS SHALL BE VERIFIED WITH

THE ASSOCIATED CONTRACTORS PRIOR TO CONSTRUCTION.

24. ALL PENETRATIONS THROUGH FIRE RATED CONSTRUCTION MUST BE FIRE SAFE’D TO MEET THE FIRE RATING OF THE STRUCTURE BEING

PENETRATED. TIGHTLY SEAL AND CAULK ALL PENETRATIONS.

25. DO NOT SCALE DRAWINGS, DIMENSIONS SHALL GOVERN.

26. ALL PLAN DIMENSIONS ARE TAKEN TO FINISH FACE OF PARTITION UNLESS SHOWN OR OTHERWISE NOTED.

27. EXPOSED EXTERNAL CORNERS OF BLOCK MASONRY WALLS SHALL BE BULLNOSE.

28. ALL PARTITIONS SHALL EXTEND FROM FLOOR TO UNDERSIDE OF DECK ABOVE UNLESS NOTED OTHERWISE.

29. EXTEND ALL SOUND RATED PARTITIONS TO UNDER SIDE OF DECK. APPLY ACOUSTIC SEALANT IN ALL VOIDS ABOVE TRACK ON BOTH SIDES OF

PARTITION.

30. REFER TO FIRE PROTECTION PLANS FOR LOCATIONS OF FIRE RATED PARTITIONS.

31. ALL CONCEALED WOOD SHALL BE FIRE RETARDANT TREATED.

32. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR COORDINATING ALL EQUIPMENT INSTALLATION AND VERIFYING ALL REQUIRED ROUGH OPENINGS AND ROUGH-IN DIMENSIONS WITH THE EQUIPMENT MANUFACTURER AND CONTRACTING OFFICER REPRESENTATIVE PRIOR TO

CONSTRUCTION.

33. WHERE EXISTING SURFACES ARE TO BE RE-FINISHED OR ARE TO SERVE AS SUBSTRATE FOR THE ATTACHMENT OR APPLICATION OF NEW MATERIALS OR CONSTRUCTION, PREPARE EXISTING SURFACES AS NECESSARY TO RECEIVE THE NEW MATERIALS FOR A LEVEL AND SMOOTH

FINISH.

G E N E R A L N O T E S

34. FIELD VERIFY SIZES AND DIMENSIONS OF ALL EXISTING UTILITIES IMPACTING NEW CONSTRUCTION. DETERMINE EXACT SIZE AND LOCATION OF

PENETRATION WITHIN NEW CONSTRUCTION, TIGHTLY SEAL AND CAULK.

35. UNLESS OTHERWISE NOTED, THE GENERAL CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL EXISTING SALVAGED STOCK BEFORE ORDERING

NEW MATERIAL.

36. CONTROL JOINTS SHALL BE PROVIDED ABOVE DOORS AT EACH SIDE IN STUD AND GWB PARTITIONS.

37. EXPANSION JOINTS AT ALL FLOORS, CEILINGS AND WALLS THAT ARE EXPOSED TO VIEW SHALL BE COVERED WITH EXPANSION JOINT COVERS

APPROPRIATE FOR FINISHED SURFACES.

38. ALL COLUMNS WITHIN FINISHED SPACES SHALL BE FINISHED WITH SAME MATERIALS SCHEDULED AT WALLS UNLESS OTHERWISE SHOWN OR

DETAILED.

39. PROVIDE ALL WALL AND FLOOR OPENINGS FOR MECHANICAL AND ELECTRICAL ITEMS. ALL OPENINGS LARGER THAN 16 INCHES WIDE IN MASONRY

PARTITIONS SHALL HAVE LINTELS AS SCHEDULED IN STRUCTURAL DRAWINGS.

40. PROVIDE FIRE RATING LABELS ON DOORS AND FRAMES WHERE SCHEDULED.

41. HOLLOW METAL FRAMES SHALL BE ANCHORED TO THE STRUCTURAL FLOOR WITH A MINIMUM OF TWO ANCHOR BOLTS.

42. ALL WALL HUNG CASEWORK, GRAB BARS AND EQUIPMENT ATTACHED TO WALLS SHALL BE ANCHORED TO FIRE RATED WOOD BLOCKING ANCHORED BETWEEN STUDS UNLESS OTHERWISE NOTED. BLOCKING SHALL BE CONTINUOUS AND LOCATED AT BOTTOM AND TOP OF EQUIPMENT.

43. ELEVATION 100'-0" ON THE ARCHITECTURAL DRAWINGS = 195.65' ON THE CIVIL ENGINEERING DRAWINGS

CPT CARPET

CR CRASH RAIL

CS CONCRETE SEALER

CSF CUBIC FEET PER SECOND

CT CERAMIC TILE / COOLING TOWER

CTB CERAMIC TILE BASE

CTF CERAMIC TILE FLOOR

CTR CENTER

CTW CERAMIC TILE WALL

CU CONDENSING UNIT

CUH CABINET UNIT HEATER

CUYD CUBIC YARD

CW COLD WATER

D

D DRAIN / DIFFUSER

DA DENTAL AIR

DBL DOUBLE

DEPR DEPRESSED

DEPT DEPARTMENT

DET DETAIL

DF DRINKING FOUNTAIN

DIA DIAMETER

DIAG DIAGONAL

DIFF DIFFUSER

DIP DUCTILE IRON PIPE

DISC DISCONNECT

DISP DISPENSER

DIST DISTRIBUTION

DK DECK

DL DEAD LOAD

DN DOWN

DO DITTO

DPR DAMPER

DR DOOR

DS DOWNSPOUT

DV DENTAL VACUUM

DWG DRAWING

DWL DOWEL

DWP DOMESTIC WATER PUMP

E

EA EACH / EXHAUST AIR

ECT ENTRY CARPET TILE

EF EACH FACE / EXHAUST FAN

EJ EXPANSION JOINT

EL ELEVATION

ELEC ELECTRIC(AL)

ELEV ELEVATOR

EMBED EMBEDMENT

EMD ESTIMATED MAXIMUM DEMAND

EMT ELECTRICAL METAL TUBING

ENG ENTRANCE GRATING

EP EPOXY PAINT

EQ EQUAL

EQUIP EQUIPMENT

ET EXPANSION TANK / EPOXY TERRAZZO

ETB EPOXY TERRAZZO INTEGRAL COVE BASE

EVAC MEDICAL GAS EVACUATION

EW EACH WAY

EWC ELECTRICAL WATER COOLER

EWH ELECTRICAL WATER HEATER

EXH EXHAUST

EXP EXPOSED

EXPN EXPANSION

EXST EXISTING

EXT EXTERIOR

F

F FIRE MAIN

FA FIRE ALARM

FCU FAN COIL UNIT

FD FLOOR DRAIN / FIRE DAMPER

FD / SD COMBINATION FIRE AND SMOKE DAMPER

FDC FIRE DEPARTMENT CONNECTION

FDN FOUNDATION

FDR FEEDER

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FF&E FURNITURE, FIXTURE, AND EQUIPMENT

FH FIRE HYDRANT

FHC FIRE HOSE CABINET

FIN FINISH

FIX FIXTURE

FL FLOOR

FM FORCE MAIN / FACTORY MUTUAL

FP FIREPROOFING / FIRE PUMP

FPM FEET PER MINUTE

FR FIRE RATED

FRP FIBERGLASS REINFORCED PLASTIC

FS FLOW SWITCH

FT FEET

FTG FOOTING

FVC FIRE VALVE CABINET

G

G GAS / GRILLE

GA GAGE

GALV GALVANIZED

GB GRAB BAR

GBD GRAVITY BACKDRAFT DAMPER

GEN GENERATOR

GFRC GLASS FIBER REINFORCED CONCRETE

GI GALVANIZED IRON

GL GLASS

GLB GLASS BLOCK

GLP GLASS PANEL

GLT GLASS TILE

GP GLAZED PAINT

GPM GALLONS PER MINUTE

GR GRADE

GRV GRAVITY ROOF VENTILATOR

GT GROUT

GWB GYPSUM WALLBOARD

GYP GYPSUM

H

HB HOSE BIBB

HC HEATING COIL

HDNR HARDENER

HDW HARDWARE

HDWD HARDWOOD

HK1E HOOK ONE END

HK2E HOOK TWO ENDS

HM HOLLOW METAL

HNDRL HANDRAIL

HORIZ HORIZONTAL

HP HORSEPOWER

HPT HIGH POINT

HR HOUR

HS HIGH STRENGTH

HT HEIGHT

HTG HEATING

HTR HEATER

HVAC HEATING, VENTILATING AND AIR CONDITIONING

HW HOT WATER

HWC HOT WATER CIRCULATING

HZ HERTZ

I

IA INSTRUMENT AIR

IC INTERCOM

ID INSIDE DIAMETER

IE INVERT ELEVATION

IF INSIDE FACE

IN INCH

INSUL INSULATION

INT INTERIOR

J

JAN JANITOR

JB JUNCTION BOX

JP JOCKEY PUMP

JST JOIST

JT JOINT

K

KC MIL THOUSAND CIRCULAR MILS

KCJ KEYED CONSTRUCTION JOINT

KIT KITCHEN

KPA KILOPASCALS

KS KITCHEN SINK

KV KILOVOLT

KVA KILOVOLT AMPERE

KW KILOWATTS

L

L LITER

LA LABORATORY AIR

LAB LABORATORY

LAM LAMINATE

LAV LAVATORY

LBS POUNDS

LF LINEAR FEET

LIN LINEAR

LINO LINOLEUM

LL LIVE LOAD

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

LMU LIGHTWEIGHT MASONRY UNITS

LONG LONGITUDINAL

LPM LITERS PER MINUTE

LT LIGHT

LT WT LIGHT WEIGHT

LTG LIGHTING

LV LABORATORY VACUUM

LVL LEVEL

LVT LUXURY VINYL TILE

M

M METER

M2 SQUARE METER

M3 CUBIC METER

MA MEDICAL AIR

MAINT MAINTENANCE

MAR MARBLE

MAS MASONRY

MAT MATERIAL

MAX MAXIMUM

MB METAL BASE

MBH 1000 BTUH

MDO MEDIUM DENSITY OVERLAY

MECH MECHANICAL

MET METAL

MFR MANUFACTURER

MG MOTOR GENERATOR / MEDICAL GAS

MH MANHOLE

MIN MINIMUM

MLO MAIN LUGS ONLY

MM MILLIMETER

MO MASONRY OPENING

MP METAL PANEL

MT METAL TRANSITION

MTD MOUNTED

MTG MOUNTING

MULL MULLION

MV MEDICAL VACUUM

N

N NITROGEN

N2O NITROUS OXIDE

NEC NATIONAL ELECTRICAL CODE

NFPA NATIONAL FIRE PROTECTION

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NPE NONYLPHENOL ETHOXYLATES

NTS NOT TO SCALE

O

O/S OFFSET

OA OUTSIDE AIR

OBD OPPOSED BLADE DAMPER

OC ON CENTER

OD OUTSIDE DIAMETER

OF OUTSIDE FACE

OPNG OPENING

OPP OPPOSITE

OX OXYGEN

OZ OUNCE

P

P PAINT / PUMP / PENDANT

PA PASCAL

PART PARTITION

PAVT PAVEMENT

PC POINT OF CURVATURE / PRIVACY CURTAIN

PCF POUNDS PER CUBIC FOOT

PED PEDESTAL

PERP PERPENDICULAR

PHC PREHEAT COIL

PHVAC PLUMBING, HEATING, VENTILATING AND AIR

CONDITIONING

PI POINT OF INTERSECTION

PIV POST INDICATOR VALVE

PKG PARKING

PL PLASTIC LAMINATE / PROPERTY LINE / PLATE

PLAS PLASTER

PLBG PLUMBING

PLF POUNDS PER LINEAR FOOT

PLYWD PLYWOOD

PNL PANEL

POL CONC POLISHED CONCRETE

PR PAIR

PRF POURED RESINOUS FLOORING

PROJ PROJECTION

PRV PRESSURE REGULATING VALVE

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT POINT OF TANGENCY

PTB PORCELAIN TILE BASE

PTF PORCELAIN TILE FLOOR

PTVC POINT OF VERTICAL CURVATURE

PTW PORCELAIN TILE WALL

PVC POLYVINYL CHLORIDE

PVI POINT OF VERTICAL INTERSECTION

PVT POINT OF VERTICAL TANGENCY

Q

QTB QUARRY TILE BASE

QTF QUARRY TILE FLOOR

QZP QUARTZ POLYMER

R

R RADIUS / REGISTER

RA RETURN AIR

RAF RAISED ACCESS FLOORING

RB RESILIENT BASE

RCP REINFORCED CONCRETE PIPE

RD ROOF DRAIN

REF REFERENCE

REFL REFLECTED

REG REGISTER

REINF REINFORCED

REQD REQUIRED

REV REVERSE / REVISION

RF RETURN FAN

RGS RIGID GALVANIZED STEEL

RH ROOF HOOD / RELATIVE HUMIDITY / REHEAT

RHC REHEAT COIL

RM ROOM

RO ROUGH OPENING

ROW RIGHT OF WAY

RS RESILIENT SHEET

RT RESILIENT TILE

S

S STAIR / STAIN / SURFACE / SANITARY

SA SUPPLY AIR / SOUND ATTENUATOR

SAN SANITARY

SCH SCHEDULE

SD SMOKE DAMPER / SUB DRAIN / STORM SEWER

SECT SECTION

SF SUPPLY FAN

SHT SHEET

SIM SIMILAR

SOG SLAB-ON-GRADE

SP SUMP PUMP

SPEC SPECIFICATIONS

SQ SQUARE

SS SERVICE SINK / SANITARY SEWER

SSM SOLID SURFACE MATERIAL

SSO STORM SEWER OVERFLOW

SST STAIR TREAD

SSTL STAINLESS STEEL

STA STATION

STD STANDARD

STE STANDARD TAPERED END

STIFF STIFFENER

STIR STIRRUP

STL STEEL

STOR STORAGE

STR STRUCTURAL

SUSP SUSPENDED

SW SWITCH

SWGR SWITCHGEAR

SYM SYMMETRICAL

T

T TREAD

T&B TOP AND BOTTOM

T&G TONGUE AND GROOVE

TC TOP OF CURB

TE TOP ELEVATION

TEL TELEPHONE

TEMP TEMPERATURE

TERR TERRAZZO

TLT TOILET

TOPO TOPOGRAPHY

TOS TOP OF STEEL

TOW TOP OF WALL

TP TOP OF PAVEMENT

TRANS TRANSVERSE

TS TRANSITION STRIP

TYP TYPICAL

U

UC UNDERCUT

UG UNDERGROUND

UH UNIT HEATER

UNO UNLESS NOTED OTHERWISE

UR URINAL

UV UNIT VENTILATOR

V

V VOLT

VAV VARIABLE AIR VOLUME

VC VERTICAL CURVE

VCP VITRIFIED CLAY PIPE

VCT VINYL COMPOSITION TILE

VERT VERTICAL

VEST VESTIBULE

VFD VARIABLE FREQUENCY DRIVE

VTR VENT THROUGH ROOF

VWC VINYL WALL COVERING

W

W WATT / WATER

W/ WITH

W/O WITHOUT

WAGD WASTE ANESTHESIA GAS DISPOSAL

WC WATER CLOSET / WALL COVERING

WD WOOD

WDB WOOD BASE

WDF WOOD FLOOR

WDP WOOD PANEL

WDW WINDOW

WDWF WINDOW FILM

WGD WALL GUARD

WH WATER HEATER / WALL HYDRANT

WP WEATHERPROOF

WPFG WATERPROOFING

WS WATER STOP

WT WEIGHT / WINDOW TREATMENT

WWF WELDED WIRE FABRIC

X

XFMR TRANSFORMER

Y

YD YARD

YH YARD HYDRANT

No. Revisions: Date:

REV 0 07/24/2023

CODE SUMMARY

DESCRIPTION OF BUILDING:

LOCATED AT 2300 RAMSEY STREET, FAYETTEVILLE, NC, THE FAYETTEVILLE VETERANS AFFAIRS MEDICAL CENTER (VAMC) IS A GENERAL MEDICINE, SURGERY, AND MENTAL HEALTH FACILITY.

THE SYSTEM IS IN NEED OF CONSOLIDATED EXECUTIVE LEADERSHIP OFFICE SPACE CURRENTLY

LOCATED THROUGH THE MAIN HOSPITAL BUILDING.

HISTORIC NURSES QUARTERS BUILDING 4 HAS BEEN SELECTED TO HOUSE THE LEADERSHIP

OFFICE SPACE CONSOLIDATION AND WILL UNDERGO FULL REMODEL OF THE BASEMENT, FIRST

FLOOR AND SECOND FLOOR OF THE EXISTING STRUCTURE.

BUILDING 4 IS A CONTRIBUTING BUILDING OF THE FAYETTEVILLE (NC) VETERANS

ADMINISTRATION HOSPITAL HISTORIC DISTRICT AS CLASSIFIED BY THE NATIONAL PARK SERVICE / NATIONAL REGISTER OF HISTORIC PLACES. THE BUILDING WAS DESIGNED AND CONSTRUCTED IN 1939 IN THE COLONIAL REVIVAL STYLE AND FEATURES CLASSICAL REVIVAL ARCHITECTURAL

DECORATIVE DETAILS SUCH AS A GENERALLY SYMMETRICAL FACADE, A CORNICE WITH

DENTILS, A STONE WATER TABLE, AND BRICK QUOINS. A BRICK PORTICO IS ATTACHED TO THE

NORTH AND SOUTH OF THE BUILDING AND HAS FIVE ARCHED BREEZEWAY OPENINGS THAT

WERE ENCLOSED WITH NEW WALLS IN 1975.

BUILDING 4 IS A 2 STORY ABOVE GRADE AND 1 STORY BELOW GRADE, CONCRETE-FRAMED

BUILDING WITH MASONRY EXTERIOR WALL. IT HAS GONE THROUGH MODERNIZATION AND

RENOVATION OVER THE YEARS AND IS BEING USED AS BUSINESS OFFICES.

PROPOSED RENOVATION IS TO RENOVATE BUILDING 4 FOR THE EXECUTIVE TEAM'S OFFICE USE (BUSINESS). IT WILL BE GUTTED, INCLUDING ALL UTILITY SYSTEMS, STAIRWELLS. ITS EXISTING

BUILDING ENVELOPE WILL GO THROUGH MINOR ADJUSTMENT TO COMPLY WITH CURRENT

PHYSICAL SECURITY AND RESILIENCY DESIGN MANUAL AND ACCESSIBILITY.

A NEW ISOLATED SCREENING VESTIBULE BUILDING WILL BE LOCATED ON THE EAST OF THE

BUILDING. THE SCREENING VESTIBULE BUILDING IS A 2 STORY ABOVE GRADE AND 1 BASEMENT

LEVEL STEEL FRAMED STRUCTURE. IT HOUSES A NEW STAIR, A HYDRAULIC IN GROUND

ELEVATOR, SCREENING LOBBY, AND ELEVATOR MACHINE ROOM. THE SCREEN VESTIBULE

BUILDING WILL SERVE AS BUILDING 4'S PRIMARY ENTRANCE FOR ITS OCCUPANTS.

BUILDINGS ORIGINAL CONSTRUCTED USE

BUILDING 4 NURSES QUARTERS: 1939

AUTHORITY HAVING JURISDICTION:

U.S. DEPARTMENT OF VETERANS AFFAIRS

APPLICABLE CODES & STANDARDS

• NFPA 101 LIFE SAFETY CODE 2021

• NFPA NATIONAL FIRE CODES, WITH EXCEPTION OF NFPA 5000 AND NFPA 900

• OCCUPATIONAL , SAFETY, AND HEALTH ADMINISTRATION (OSHA) STANDARDS

• VA SEISMIC DESIGN REQUIREMENTS, H-18-8

• NFPA 70, NATIONAL ELECTRIC CODE; 2020

• NFPA 72, NATIONAL FIRE ALARM AND SIGNALING CODE; 2019

• ASHRAE 90.1, ENERGY STANDARD; 2013 AND 2016

• ASME A17.1, ELEVATOR CODE; 2013

• ARCHITECTURAL BARRIERS ACT ACCESSIBILITY STANDARDS (ABAAS) INCLUDING VA

SUPPLEMENT, BARRIER FREE DESIGN GUIDE (PG-18-13), AMERICAN DISABILITY ACT 2010

• VA SUSTAINABLE DESIGN MANUAL

• PHYSICAL SECURITY RESILIENCY DESIGN MANUAL 2020

• VA SEISMIC DESIGN REQUIREMENT

PROJECT CLASSIFICATION

BUILDING 4: LEVEL 3 ALTERATION, HISTORIC PROPERTY

SCREENING VESTIBULE - ADDITION

BUILDING HEIGHT & AREA LIMITATIONS - FULLY SPRINKLERED

CONSTRUCTION TYPE III (200)

OCCUPANCY: BUSINESS

ALLOWABLE STORIES = 5, ACTUAL = 2

ALLOWABLE AREA = 19,000, ACTUAL = 15,527 SF

OCCUPANCIES ARE DEFINED ON THE FOLLOWING FLOORS:

BASEMENT - BUSINESS (B)

LEVEL 1 - BUSINESS (B)

LEVEL 2 - BUSINESS (B)

CONSTRUCTION TYPE

EXISTING: TYPE III (200)

PROPOSED: TYPE III (200)

OCCUPANCY CLASSIFICATION

EXISTING OCCUPANCY: BUSINESS, GROUP B

PROPOSED OCCUPANCY: BUSINESS, GROUP B

FIRE-RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS (NFPA 220 TABLE 4.1.1)

EXTERIOR BEARING WALLS 2-HOUR RATING

INTERIOR BEARING WALLS 0-HOUR RATING

COLUMNS 0-HOUR RATING

BEAMS, GIRDERS, TRUSSES, AND ARCHES 0 HOUR RATING

FLOOR-CEILING CONTRUCTION 0-HOUR RATING

ROOF-CEILING CONSTRUCTION 0-HOUR RATING

INTERIOR BEARING WALLS 0-HOUR RATING

EXTERIOR NONBEARING WALLS 0-HOUR RATING

RISK CATEGORY

EXISTING: 2

PROPOSED: 4 PER VA SEISMIC DESIGN REQUIREMENT, MISSION CRITICAL FACILITY

VERTICAL OPENINGS

FLOOR OPENINGS TO COMPLY WITH SECTION 8.6.5

ENCLOSURES CONNECTING FOUR OR MORE STORIES IN NEW CONSTRUCTION SHALL BE 2-

HOUR FIRE BARRIERS. - N/A

OTHER ENCLOSURES IN NEW CONSTRUCTION SHALL BE 1-HOUR FIRE BARRIERS

INTERIOR FINISHES

INTERIOR EXIT STAIRWAYS, EXIT RAMPS, AND EXIT PASSAGEWAYS

B (BUSINESS) = CLASS B

CORRIDORS

B (BUSINESS) = CLASS C

ROOMS AND ENCLOSED SPACES

B (BUSINESS) = CLASS C

MEANS OF EGRESS

MINIMUM NUMBER OF EXITS

ABOVE GROUND LEVELS: 2 REQUIRED

ABOVE GROUND LEVELS: 2 PROVIDED

MINIMUM WIDTH OF DOOR CLEARANCE

32" REQUIRED

32" MINIMUM PROVIDED

MAXIMUM COMMON PATH OF EGRESS TRAVEL DISTANCE

B (BUSINESS) = 100'

EXIT ACCESS TRAVEL DISTANCE

B (BUSINESS) = 300' MAX

DEAD END CORRIDORS

B (BUSINESS) = 50' MAX

MINIMUM CORRIDOR WIDTH

ALL LEVELS: 44" REQUIRED

44" MINIMUM PROVIDED

CORRIDOR FIRE RESISTANCE RATING

B (BUSINESS) = 0-HOURS

FIRE PROTECTION SYSTEMS

FULLY SPRINKLERED IN ACCORDANCE WITH NFPA 13

AUTOMATIC WET STANDPIPES LOCATED IN EGRESS STAIRWELLS

FIRE ALARM SYSTEM WITH VOICE EVACUATION THROUGHOUT IN ACCORDANCE WITH NFPA 72

ELEVATOR LOBBIES ARE NOT REQUIRED ON AND ABOVE GROUND FLOORS DUE TO FULLY

SPRINKLERED BUILDING.

PORTABLE FIRE EXTINGUISHERS IN COMPLIANCE WITH NFPA 10 FOR CLASS A

PROVIDE ONE EXTINGUISHER INSTALLED PER FLOOR

ENERGY CODE COMPLIANCE

ENERGY CODE COMPLIANCE IS IN ACCORDANCE WITH ASHRAE 90.1, PER THE 2018

INTERNATIONAL ENERGY CONSERVATION CODE THE COMPLIANCE PATH IS ENVELOPE TRADE

OFF (USING ENERGY MODELING)

CONTRACTOR IS REQUIRED TO PROVIDE CONTINUOUS INSULATION AT ENTIRE

BUILDING ENCLOSURE IN COMPLIANCE WITH ENERGY CODE.

OCCUPANCY LOAD CALCULATION

LEVEL

LEVEL B

LEVEL 1

LEVEL 2

TOTAL

4,784 SF

5,412 SF

5,331 SF

15,527 SF

B (BUSINESS) 32 PERSONS

B (BUSINESS)

B (BUSINESS)

36 PERSONS

36 PERSONS

104 PERSONS

150 SF / PERSONS

150 SF / PERSONS

150 SF / PERSONS

PLUMBING FIXTURE ANALYSIS

TOTAL # OCCUPANCY

104 PERSONS

1/25 PERSON FOR FIRST 50

& 1/50 REMAINDER

4 REQUIRED 2 REQUIRED

9 PROVIDED

WATER CLOSETS

7 PROVIDED

1/40 PERSON FOR FIRST 80

& 1/80 REMAINDER

LAVATORY

1/100 PERSONS

DRINKING FOUNTAIN

2 REQUIRED

4 POVIDED

1 PER BUILDING

SERVICE SINKS

1 REQUIRED

1 POVIDED

AREA OCCUPANCY TYPE OCCUPANT LOAD FACTOR OCCUPANT #

GROSS BUILDING AREA TABLE

LEVEL

LEVEL B

LEVEL 1

LEVEL 2

TOTAL

3,866

4,494

4,407

12,767

4,784

5,412

5,331

15,527

EXISTING (SQFT) PROPOSED (SQFT) TOTAL

2,760

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

VA FORM 08 - 6231

A

FULLY SPRINKLERED

U.S. Department of Veterans Affairs

B

C

D

E

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

A u to d e s k D o c s /F a y e tt e v ill e N

C V

A

B ld g

R e n o v a ti o n /F

F E

F a y e tt e v ill e

R e n o v a te

B

A rc h rv t

/2

/2

:5

:2

P

M

GI006

BUILDING CODE SUMMARY

07/24/2023 SS KT

RENOVATE HISTORIC BUILDING 4 565-20-101

2300 RAMSEY STREET, FAYETTEVILLE, NC 28301

ISSUED FOR

CONSTRUCTION 4

FAYETTEVILLE

VA MEDICAL

CENTER Approved: FAYETTEVILLE VA MEDICAL CENTER

No. Revisions: Date:

REV 0 07/24/2023