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1 2 3 4 5 6 7 8 9<br />

W.G. (BILL) HEFNER VAMC<br />

A<br />

B<br />

C<br />

D<br />

E<br />

F<br />

one inch = one foot one and one-half inch = one foot three inches = one foot<br />

6" 0 2 6" 0 1 6" 0<br />

three-quarters inch = one foot<br />

6" 0 2<br />

one-half inch = one foot<br />

0 4<br />

three-eighth inch = one foot<br />

0 4<br />

one-quarter inch = one foot<br />

0 4 8<br />

C:<strong>\<strong>rvt</strong>\143442A</strong>-3-<strong>23</strong>-<strong>11jc</strong>.<strong>rvt</strong><br />

3/24/2011 8:49:33 AM<br />

GENERAL NOTES<br />

1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH APPLICABLE CODE REQUIREMENTS.<br />

2. THE CONTRACTOR SHALL VERIFY ALL CONTRACT DOCUMENTS, FIELD CONDITIONS, AND<br />

DIMENSIONS FOR ACCURACY AS SHOWN BEFORE PROCEEDING WITH THE CONSTRUCTION. IF THERE<br />

ARE ANY QUESTIONS, THE CONTRACTOR SHALL OBTAIN A CLARIFICATION FROM THE CONTRACTING<br />

OFFICER BEFORE PROCEEDING WITH THE WORK IN QUESTION OR RELATED WORK.<br />

3. DRAWINGS SHALL NOT BE SCALED. WRITTEN DIMENSIONS SHALL ALWAYS GOVERN.<br />

CONTRACTOR REQUIRING DIMENSIONS NOT NOTED SHALL CONTACT THE CONTRACTING OFFICER FOR<br />

SUCH INFORMATION PRIOR TO PROCEEDING WITH WORK RELATED TO THOSE DIMENSIONS.<br />

4. CONTRACTOR SHALL NOTIFY CONTRACTING OFFICER OF APPARENT CONFLICTS BETWEEN<br />

DRAWINGS AND SPECIFICATIONS, IN WRITING, PRIOR TO PROCEEDING WITH THE WORK IN QUESTION.<br />

5. DETAILS ARE USUALLY KEYED ONLY ONCE (ON THE PLANS OR ELEVATIONS WHEN THEY FIRST<br />

OCCUR) AND ARE TYPICAL FOR SIMILAR CONDITIONS THROUGHOUT UNLESS OTHERWISE NOTED.<br />

6. "TYPICAL" OR "TYP" MEANS THE CONDITION IS REPRESENTATIVE FOR ALL SIMILAR CONDITIONS,<br />

UNLESS OTHERWISE NOTED. "SIMILAR" OR "SIM" MEANS COMPARABLE CHARACTERISTICS FOR THE<br />

CONDITIONS NOTED. VERIFY DIMENSIONS AND ORIENTATION ON PLANS AND ELEVATIONS. "ALIGN" AS<br />

USED IN THESE DOCUMENTS MEANS TO ACCURATELY LOCATE FINISHES IN THE SAME PLANE.<br />

7. "AS REQUIRED" MEANS AS REQUIRED BY REGULATORY REQUIREMENTS, BY REFERENCED<br />

STANDARDS, BY EXISTING CONDITIONS, BY GENERALLY ACCEPTED CONSTRUCTION PRACTICE OR BY<br />

THE CONTRACT DOCUMENTS.<br />

8. ALL DIMENSIONS GIVEN AS "CLEAR" ARE NOT ADJUSTABLE WITHOUT CONTRACTING OFFICER'S<br />

APPROVAL.<br />

9. DIMENSIONS ARE TO FACE OF FINISHED WALL UNLESS OTHERWISE NOTED.<br />

10. CONTRACTOR SHALL PROVIDE ALL NECESSARY BLOCKING, BACKING, FRAMING HANGERS OR<br />

OTHER SUPPORTS FOR FIXTURES, EQUIPMENT, CABINETRY, FURNISHINGS, AND ALL OTHER ITEMS<br />

REQUIRING SAME.<br />

11. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CUTTING AND PATCHING REQUIRED TO<br />

PROVIDE PROPER INSTALLATION OF MATERIAL AND EQUIPMENT.<br />

12. ALL PIPE CONDUIT AND DUCT PENETRATIONS THROUGH FLOORS, RATED WALLS AND RATED<br />

CEILINGS SHALL BE SEALED WITH A UL LISTED ASSEMBLY SUCH THAT FIRE AND SMOKE RATINGS ARE<br />

MAINTAINED.<br />

PROJECT DESCRIPTION<br />

PROJECT CONSISTS OF A TWO STORY, 44 BED VERTICAL EXPANSION OF THE INPATIENT<br />

MENTAL HEALTH UNIT ON THE HEFNER VA MEDICAL CENTER CAMPUS IN SALISBURY, NC.<br />

MENTAL HEALTH INPATIENT FACILITY<br />

PHASE II<br />

100% CONTRACT DOCUMENTS - RTA SUBMISSION<br />

BUILDING<br />

10<br />

PROJECT ADDRESS<br />

SITE LOCATION MAP<br />

BUILDING<br />

7<br />

W.G. (BILL) HEFNER VA MEDICAL<br />

CENTER<br />

1601 BRENNER AVENUE<br />

SALISBURY, NC 28144<br />

OCCUPANCY TYPE<br />

NEW HEALTHCARE PER<br />

NFPA 101 LIFE SAFETY CODE<br />

CONSTRUCTION TYPE<br />

TYPE II 2-2-2<br />

FULLY SPRINKLERED<br />

HEALTHCARE OCCUPANCY<br />

BUILDING<br />

5<br />

BUILDING<br />

19<br />

BUILDING<br />

11<br />

BUILDING<br />

2<br />

BUILDING<br />

4<br />

INPATIENT<br />

PROJECT<br />

PHASE II<br />

PROJECT DATA<br />

APPLICABLE CODES AND STANDARDS<br />

BLDG<br />

21<br />

BLDG.<br />

13<br />

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA 101 ) LIFE SAFETY CODE<br />

2009 EDITION<br />

INTERNATIONAL PLUMBING CODE<br />

NFPA 70, NATIONAL ELECTRIC CODE (NEC)<br />

AMERICAN SOCIETY OF HEATING AND AIR REFRIGERATION ENGINEERS<br />

(ASHRAE) 90.1 2007<br />

SHEET METAL AND AIR CONDITIONING CONTRACTORS' NATIONAL<br />

ASSOCIATION, INC. (SMACNA) GUIDES<br />

UNIFORM FEDERAL ACCESSIBILITY STANDARDS (UFAS)<br />

SEISMIC DATA<br />

SEISMIC SITE CLASS C<br />

SEISMIC DESIGN CATEGORY C<br />

SDS = 0.208g AND SD1 = 0.107g<br />

BRENNER AVENUE<br />

DRAWING INDEX<br />

- GENERAL -<br />

G-000 COVER SHEET<br />

G-001 ABBREVIATIONS AND SYMBOLS<br />

GL-102<br />

LIFE SAFETY PLAN - SECOND FLOOR<br />

GL-103<br />

LIFE SAFETY PLAN - THIRD FLOOR<br />

GS-100<br />

GS-200<br />

GS-300<br />

GS-400<br />

- CIVIL -<br />

STAKING AND MATERIALS PLAN<br />

GRADING AND DRAINAGE PLAN<br />

PLANTING PLAN<br />

SITE DETAILS<br />

- STRUCTURAL -<br />

S-001 STRUCTURAL GENERAL NOTES<br />

S-002 STRUCTURAL SHEET - NOT USED<br />

S-003 STRUCTURAL LIVE LOAD PLANS<br />

S-004 TYPICAL CONCRETE SECTIONS AND DETAILS<br />

S-005 TYPICAL STEEL SECTIONS AND DETAILS<br />

S-006 TYPICAL FRAMING CONNECTION DETAILS<br />

S--103A THIRD LEVEL FRAMING - AREA A<br />

S--103B THIRD LEVEL FRAMING - AREA B<br />

S--104A FOURTH LEVEL FRAMING - AREA A<br />

S--104B FOURTH LEVEL FRAMING - AREA B<br />

S--105<br />

PENTHOUSE LEVEL FRAMING PLANS<br />

S--106<br />

THIRD LEVEL SLAB REINFORCEMENT PLAN<br />

S--107<br />

FOURTH LEVEL SLAB REINFORCEMENT PLAN<br />

S--201<br />

COLUMN SCHEDULE AND PARTIAL PLANS<br />

S--501<br />

STEEL SECTIONS AND DETAILS<br />

- ARCHITECTURAL -<br />

AD-101 PLANS - DEMOLITION PLANS<br />

A-101 SECOND / THIRD FLOOR PLAN - OVERALL<br />

A-102A<br />

FLOOR PLAN - SECOND FLOOR - AREA A<br />

A-102B<br />

FLOOR PLAN - SECOND FLOOR - AREA B<br />

A-103A<br />

FLOOR PLAN - THIRD FLOOR - AREA A<br />

A-103B<br />

FLOOR PLAN - THIRD FLOOR - AREA B<br />

A-104 ROOF PLAN - OVERALL<br />

AC-102A REFLECTED CEILING PLAN - SECOND FLOOR - AREA A<br />

AC-102B REFLECTED CEILNG PLAN - SECOND FLOOR - AREA B<br />

AC-103A REFLECTED CEILNG PLAN - THIRD FLOOR - AREA A<br />

AC-103B REFLECTED CEILNG PLAN - THIRD FLOOR - AREA B<br />

A-201 ELEVATIONS - EXTERIOR<br />

A-202 ELEVATIONS - EXTERIOR<br />

A-203 ELEVATIONS - EXTERIOR<br />

A-210 ELEVATIONS - INTERIOR<br />

A-211 ELEVATIONS - INTERIOR<br />

A-212 ELEVATIONS - INTERIOR<br />

A-310 SECTIONS - WALL<br />

A-311 SECTIONS - WALL<br />

A-312 DETAILS - EXTERIOR<br />

A-313 DETAILS - EXTERIOR WALL<br />

A-314 DETAILS - EXTERIOR<br />

A-320 DETAILS - INTERIOR<br />

A-321 DETAILS - INTERIOR<br />

A-401 TYPICAL MOUNTING HEIGHTS<br />

A-402 ENLARGED PLANS<br />

A-410 VERTICAL CIRCULATION - ELEVATOR PLANS, SECTIONS AND<br />

DETAILS<br />

A-411 VERTICAL CIRCULATION - STAIR PLANS AND SECTIONS<br />

A-412 VERTICAL CIRCULATION - STAIR DETAILS<br />

A-501 PARTITION TYPES<br />

A-502 INTERIOR WALL TYPE DETAILS<br />

A-520 DETAILS - MILLWORK<br />

A-521 DETAILS - CASEWORK<br />

A-522 DETAILS - CEILING<br />

A-601 DOOR SCHEDULE AND DOOR TYPES<br />

A-602 DOOR AND FRAME ELEVATIONS AND DETAILS<br />

AI-601<br />

INTERIOR FINISH SCHEDULE<br />

AI-602<br />

FINISH PLANS<br />

FP-001<br />

FP-200<br />

FP-300<br />

Department of<br />

Veterans Affairs<br />

- MECHANICAL -<br />

M-001 MECHANICAL - ABBREVIATIONS AND SYMBOLS<br />

M-002 MECHANICAL - SCHEDULES<br />

M--002A MECHANICAL - SCHEDULES<br />

M--002B MECHANICAL - SCHEDULES<br />

M--003<br />

MECHANICAL - DETAILS<br />

M--003A MECHANICAL - SEISMIC DETAILS<br />

M--004<br />

MECHANICAL - SECTIONS<br />

MD-100 MECHANICAL – EXISTING ROOF PLAN - DEMOLITION<br />

M--200A MECHANICAL - PARTIAL SECOND FLOOR PLAN – DUCTWORK -<br />

NEW WORK<br />

M--200B MECHANICAL - PARTIAL SECOND FLOOR PLAN – DUCTWORK<br />

- NEW WORK<br />

M--201A MECHANICAL - PARTIAL SECOND FLOOR PLAN – PIPING -<br />

NEW WORK<br />

M--201B MECHANICAL - PARTIAL SECOND FLOOR PLAN – PIPING -<br />

NEW WORK<br />

M--300A MECHANICAL - PARTIAL THIRD FLOOR PLAN – DUCTWORK -<br />

NEW WORK<br />

M--300B MECHANICAL - PARTIAL THIRD FLOOR PLAN – DUCTWORK -<br />

NEW WORK<br />

M--301A MECHANICAL - PARTIAL THIRD FLOOR PLAN – PIPING - NEW<br />

WORK<br />

M--301B MECHANICAL - PARTIAL THIRD FLOOR PLAN – PIPING - NEW<br />

WORK<br />

M--400A MECHANICAL - ROOF PLAN – NEW WORK<br />

E--001<br />

E--002<br />

E--003<br />

E--004<br />

E--005<br />

ED--100<br />

E--200A<br />

E--200B<br />

E--201A<br />

E--201B<br />

E--202A<br />

E--202B<br />

E--300A<br />

E--300B<br />

E--301A<br />

E--301B<br />

E--302A<br />

E--302B<br />

E--400<br />

- PLUMBING -<br />

P--001<br />

PLUMBING - SCHEDULES & SYMBOLS<br />

P--002<br />

PLUMBING - DETAILS AND RISERS<br />

P--003<br />

PLUMBING - GRAVITY RISERS<br />

P--004<br />

PLUMBING - PRESSURE RISERS<br />

PD-200A PLUMBING – PARTIAL ROOF DEMOLITION PLAN – GRAVITY<br />

PIPING<br />

PD-200B PLUMBING - PARTIAL ROOF DEMOLITION PLAN – GRAVITY<br />

PIPING<br />

P--100A PLUMBING - PARTIAL FIRST FLOOR PLAN - GRAVITY PIPING<br />

P--200A PLUMBING - PARTIAL SECOND FLOOR PLAN - GRAVITY PIPING<br />

- NEW WORK<br />

P--200B PLUMBING - PARTIAL SECOND FLOOR PLAN - GRAVITY PIPING<br />

- NEW WORK<br />

P--201A PLUMBING - PARTIAL SECOND FLOOR PLAN - PRESSURE<br />

PIPING - NEW WORK<br />

P--201B PLUMBING - PARTIAL SECOND FLOOR PLAN - PRESSURE<br />

PIPING - NEW WORK<br />

P--300A PLUMBING - PARTIAL THIRD FLOOR PLAN - GRAVITY PIPING -<br />

NEW WORK<br />

P--300B PLUMBING - PARTIAL THIRD FLOOR PLAN - GRAVITY PIPING -<br />

NEW WORK<br />

P--301A PLUMBING - PARTIAL THIRD FLOOR PLAN - PRESSURE PIPING<br />

- NEW WORK<br />

P--301B PLUMBING - PARTIAL THIRD FLOOR PLAN - PRESSURE PIPING<br />

- NEW WORK<br />

P--400A PLUMBING - PARTIAL ROOF PLAN - NEW WORK<br />

P--400B PLUMBING - PARTIAL ROOF PLAN - GRAVITY PIPING<br />

- FIRE PROTECTION -<br />

FIRE PROTECTION - DETAILS AND NOTES<br />

FIRE PROTECTION - SECOND FLOOR PLAN - NEW WORK<br />

FIRE PROTECTION - THIRD FLOOR PLAN - NEW WORK<br />

- ELECTRICAL -<br />

ELECTRICAL - LUMINAIRE SCHEDULES AND DETAILS<br />

ELECTRICAL - POWER RISER DIAGRAM<br />

ELECTRICAL - SYMBOL SCHEDULE, CONNECTION SCHEDULE<br />

ELECTRICAL - PANEL SCHEDULES<br />

ELECTRICAL - PANEL SCHEDULES<br />

ELECTRICAL – EXISTING ROOF DEMOLITION<br />

ELECTRICAL – PARTIAL SECOND FLOOR PLAN - LIGHTING<br />

ELECTRICAL – PARTIAL SECOND FLOOR PLAN - LIGHTING<br />

ELECTRICAL - PARTIAL SECOND FLOOR PLAN - POWER<br />

ELECTRICAL - PARTIAL SECOND FLOOR PLAN - POWER<br />

ELECTRICAL - PARTIAL SECOND FLOOR PLAN - SPECIAL<br />

SYSTEMS<br />

ELECTRICAL - PARTIAL SECOND FLOOR PLAN - SPECIAL<br />

SYSTEMS<br />

ELECTRICAL - PARTIAL THIRD FLOOR PLAN - LIGHTING<br />

ELECTRICAL - PARTIAL THIRD FLOOR PLAN - LIGHTING<br />

ELECTRICAL - PARTIAL THIRD FLOOR PLAN - POWER<br />

ELECTRICAL - PARTIAL THIRD FLOOR PLAN - POWER<br />

ELECTRICAL - PARTIAL THIRD FLOOR PLAN - SPECIAL<br />

SYSTEMS<br />

ELECTRICAL - PARTIAL THIRD FLOOR PLAN - SPECIAL<br />

SYSTEMS<br />

ELECTRICAL - ROOF PLAN<br />

A<br />

B<br />

C<br />

D<br />

E<br />

F<br />

one-eighth inch = one foot<br />

0 4 8 16<br />

15% SCHEMATIC DESIGN SUBMISSION 9-1-10<br />

COST ESTIMATOR SUBMISSION 9-28-10<br />

50% OWNER SUBMISSION 10-13-10<br />

50% OWNER UPDATED SUBMISSION - EXPANDED SCOPE 11-17-10<br />

95% COST ESTIMATOR SUBMISSION 12-22-10<br />

95% CONSTRUCTION DOCUMENTS 1-3-11<br />

UPDATED 95% CONTRACT DOCUMENTS 1-16-11<br />

100% CONTRACT DOCUMENTS 3-8-11<br />

RTA SUBMISSION 3-29-11<br />

REVISIONS<br />

DATE<br />

Drawing Title<br />

Project Title<br />

Project Number<br />

PROJECT TEAM ARCHITECTS/ENGINEERS W.G. (Bill) Hefner Veterans Affairs Medical<br />

VA246-P-0579<br />

Office of<br />

ARCHITECTURE:<br />

HDR Architecture, Inc.<br />

440 South Church Street<br />

Suite 1000<br />

Charlotte, NC 28202<br />

www.hdrinc.com<br />

704-338-6700<br />

STRUCTURAL:<br />

HDR Architecture, Inc.<br />

17111 Preston Road<br />

Suite 300<br />

Dallas, Texas 75248<br />

www.hdrinc.com<br />

972-960-4000<br />

MECHANICAL/ELECTRICAL/<br />

PLUMBING/ FIRE PROTECTION :<br />

Charlotte Engineers<br />

5838 Monroe Road, Suite 100.<br />

Charlotte, NC 28212<br />

www.charlotteengineers.com<br />

704-531-3000<br />

Charlotte Engineers, LLP<br />

5838 Monroe Road, Suite 100<br />

Charlotte, NC 28212<br />

704 531 3000<br />

704 531 3001 FAX<br />

CIVIL / LANDSCAPE:<br />

ColeJenest & Stone<br />

200 South Tryon<br />

Suite 1400<br />

Charlotte, NC 28202<br />

www.colejeneststone.com<br />

704-376-1555<br />

ColeJenest<br />

& Stone<br />

HDR Architecture Inc. Project Number: 202067 - 143442<br />

HDR Architecture Inc.<br />

440, S. Church Street, Suite 1000, Charlotte, NC 28202<br />

Phone: 704.338.6700 Fax: 704.338.6760<br />

COVER SHEET<br />

Approved : Project Director<br />

Center<br />

MENTAL HEALTH<br />

INPATIENT (PHASE II) PROJECT<br />

Location<br />

Department of Veterans Affairs<br />

1601 Brenner Ave. Salisbury, NC 28144<br />

Date<br />

3-29-11<br />

Checked by<br />

CVR<br />

Drawn<br />

JC II<br />

Building Number<br />

--<br />

Drawing number<br />

G-000<br />

Construction<br />

and Facilities<br />

Management<br />

Department of<br />

Veterans Affairs<br />

1 2 3 4 5 6<br />

7 8 9

1 2 3 4 5 6 7 8 9<br />

A<br />

B<br />

C<br />

D<br />

E<br />

F<br />

one inch = one foot one and one-half inch = one foot three inches = one foot<br />

6" 0 2 6" 0 1 6" 0<br />

three-quarters inch = one foot<br />

6" 0 2<br />

one-half inch = one foot<br />

0 4<br />

three-eighth inch = one foot<br />

0 4<br />

one-quarter inch = one foot<br />

0 4 8<br />

C:<strong>\<strong>rvt</strong>\143442A</strong>-3-<strong>23</strong>-<strong>11jc</strong>.<strong>rvt</strong><br />

3/<strong>23</strong>/2011 11:40:41 AM<br />

ABBREVIATIONS<br />

AB ANCHOR BOLT, AUGER BORING<br />

ABS AIR BREAK SWITCH<br />

AC AIR CONDITIONING, ASBESTOS CEMENT, ACRES<br />

A/C ASPHALTIC CONCRETE<br />

ACB AIR CIRCUIT BREAKER<br />

ACSR ALUMINUM CONDUCTOR STEEL REINFORCED<br />

ACST ACOUSTIC<br />

AD AREA DRAIN, ACCESS DOOR<br />

ADJ ADJUSTABLE<br />

AFF ABOVE FINISHED FLOOR<br />

AHU AIR HANDLING UNIT<br />

ALT ALTERNATE<br />

AL ALUMINUM<br />

AM ACOUSTIC MATERIAL<br />

AMP,A AMPERE<br />

AP ACCESS PANEL<br />

APPROX APPROXIMATE<br />

ARCH ARCHITECTURAL<br />

ARR ARRESTOR<br />

ASPH ASPHALT<br />

ATS AUTOMATIC TRANSFER SWITCH<br />

B BASELINE<br />

BDS BOARDS<br />

BEJ BRICK EXPANSION JOINT<br />

BLDG BUILDING<br />

BLK BLOCK<br />

BM BEAM<br />

BOT BOTTOM<br />

BRG BEARING<br />

BR BOTTOM REGISTER<br />

BSMT BASEMENT<br />

BTFPTM BEAT TO FIT, PAINT TO MATCH<br />

C CELSIUS<br />

CAP CAPACITY<br />

CB CIRCUIT BREAKER<br />

CC CONTRACTOR PROVIDED, CONTRACTOR INSTALLED<br />

CD CEILING DIFFUSER<br />

CEM CEMENT<br />

CG CORNER GUARD<br />

C&G CURB AND GUTTER<br />

CH CHILLER<br />

CI CAST IRON, COURTYARD INLET<br />

CIP CAST IRON PIPE, CAST IN PLACE<br />

CIR CIRCULATING<br />

CJ CONTROL JOINT<br />

CJP COMPLETE JOINT PENETRATION<br />

CKT CIRCUIT<br />

CLG CEILING<br />

CL CENTERLINE<br />

CLR CLEAR<br />

CMP CORRUGATED METAL PIPE<br />

CMPA CORRUGATED METAL PIPE ARCH<br />

CMU CONCRETE MASONRY UNITS<br />

CND,C CONDUIT<br />

CNDS CONDENSATE<br />

CO CLEANOUT<br />

CODP CLEANOUT W/ DECK PLUG<br />

COL COLUMN<br />

COMM COMMUNICATION<br />

CONC CONCRETE<br />

COND CONDUCTOR<br />

CONN CONNECTION<br />

CONST CONSTRUCTION<br />

CONT CONTINUOUS<br />

CONV CONVERTER<br />

COP,CU COPPER<br />

COORD COORDINATE<br />

CP NON-REINFORCED CONCRETE PIPE<br />

CR CHAIR, CRASH RAIL<br />

CRS STAINLESS STEEL<br />

CS CONCRETE SEALER/SURFACE<br />

CSK COUNTERSUNK<br />

CT CERAMIC TILE, CURRENT TRANSFORMER, COOLING TOWER<br />

CTR CENTER, COOLING TOWER RETURN<br />

CTS COOLING TOWER SUPPLY<br />

CW COLD WATER<br />

CWB CAPILLARY WATER BARRIER<br />

CONTR CONTRACTION<br />

CPT CARPET<br />

D DEPTH, DEEP, DEGREE OF CURVATURE<br />

DB DRY BULB, DECIBEL, DIRECT BURIAL<br />

DD DIVERSION DIKE<br />

DEG DEGREE<br />

DET DETAIL<br />

DH DRILL HOLE<br />

DI DUCTILE IRON<br />

DIA DIAMETER<br />

DIM DIMENSION<br />

DL DEAD LOAD<br />

DMPR DAMPER<br />

DN DOWN<br />

DO DITTO<br />

DP DISTRIBUTION PANEL<br />

DS DOWNSPOUT, STORM DRAINAGE STRUCTURE<br />

DW DOMESTIC WATER<br />

DWG DRAWING<br />

DWD DRINKING WATER DISPENSER<br />

DWL DOWEL<br />

E EAST<br />

EA EACH<br />

EAN EXCEPT AS NOTED<br />

EAT ENTERING AIR TEMPERATURE<br />

EC EMPTY CONDUIT<br />

EF EACH FACE, EXHAUST FAN<br />

EG EXHAUST GRILLE<br />

EL ELEVATION<br />

ELEC ELECTRIC<br />

ELEV ELEVATOR<br />

EMT ELECTRICAL METALLIC TUBING<br />

EMER EMERGENCY<br />

E/P EDGE OF PAVEMENT<br />

EQ EQUAL<br />

EQUIP EQUIPMENT<br />

ER EXHAUST REGISTER<br />

EVAP EVAPORATIVE<br />

EW EACH WAY<br />

EWC ELECTRIC WATER COOLER<br />

EXH EXHAUST<br />

EXIST EXISTING<br />

EXP EXPANSION, EXPOSED<br />

EXP JT EXPANSION JOINT<br />

EXT EXTERIOR<br />

F FIRE, FUSE, FILTER<br />

FA FIRE ALARM<br />

FABX FIRE ALARM BOX<br />

FD FLOOR DRAIN, FIRE DAMPER<br />

FDN FOUNDATION<br />

FDR FEEDER<br />

FE FIRE EXTINGUISHER<br />

FEC FIRE EXTINGUISHER CABINET<br />

FFE FINISHED FLOOR ELEVATION<br />

FH FIRE HYDRANT<br />

FHC FIRE HOSE CABINET<br />

FIG FIGURE<br />

FIN FINISH<br />

FL FLOOR, FLASHING, FLOW LINE<br />

FLG FLASHING, FLANGE<br />

FLUOR FLUORESCENT<br />

4 WAY FOUR WAY<br />

FPH FROST PROOF HYDRANT<br />

FR FRAME<br />

FS FULL SIZE<br />

FTG FOOTING<br />

FJ FELT JOINT<br />

FW FIRE WATER<br />

FXTR FIXTURE<br />

G GROUND, GAS LINE,GRAM<br />

GA GAGE<br />

GAL GALVANIZED<br />

GC GLAZED COATING<br />

GFI GROUND FAULT INTERRUPT<br />

GFMU GROUND FACE MASONRY UNIT<br />

GFRC GLASS FIBER REINFORCED CONCRETE<br />

GL GLASS<br />

GR GRADE<br />

GRD GROUND<br />

GSU GLAZED STRUCTURAL UNIT<br />

GW GROUND WATER<br />

GWB GYPSUM WALL BOARD<br />

GYP GYPSUM<br />

HGT,H HEIGHT, HUMIDIFIER<br />

HB HOSE BIBB<br />

HC HANDICAPPED<br />

HD HARD DRAWN<br />

HDW HARDWARE<br />

HGSW HORN GAP SWITCH<br />

HID HIGH INTENSITY DISCHARGE<br />

HORIZ HORIZONTAL<br />

HP HIGH POINT<br />

HPS HIGH PRESSURE SODIUM<br />

HR HOUR<br />

HS HIGH STRENGTH<br />

HSA HIGH STRENGTH ANCHOR<br />

HSB HIGH STRENGTH BOLT<br />

HSS HOLLOW STRUCTURAL SECTION<br />

HW HOT WATER, HEADWALL<br />

HWL HIGH WATER LEVEL<br />

HVY HEAVY<br />

HZ HERTZ<br />

ID INSIDE DIAMETER, INSIDE DIMENSION<br />

IE INVERT ELEVATION<br />

IJ ISOLATION JOINT<br />

IMC INTERMEDIATE METAL CONDUIT<br />

INT INTERIOR<br />

INSUL INSULATION, INSULATED<br />

INV INVERT<br />

INTX INTERSECTION<br />

IP INLET PROTECTION<br />

IRBF INDUSTRIAL RESIN BASE FLOORING<br />

JB JUNCTION BOX<br />

JC JANITOR CLOSET<br />

JCT JUNCTION<br />

JT JOINT<br />

JST JOIST<br />

K KILO<br />

KAI THOUSAND AMP INTERRUPT CAPACITY<br />

KCP KEENE'S CEMENT PLASTER<br />

KG KILOGRAM<br />

KN KILONEWTON<br />

KO KNOCK OUT<br />

KV KILOVOLT<br />

KVA KILOVOLT-AMPERE<br />

KW KILOWATT<br />

L/S LITERS PER SECOND<br />

L LOUVER, LENGTH, LENGTH OF CURVE<br />

LA LIGHTNING ARRESTOR<br />

LC LEAD COVERED<br />

LL LIVE LOAD<br />

LLH LONG LEG HORIZONTAL<br />

LLV LONG LEG VERTICAL<br />

LONG LONGITUDE<br />

LT LIGHT<br />

LAV LAVATORY VERTICAL<br />

LVC LENGTH OF VERTICAL CURVE<br />

M/S METERS PER SECOND<br />

M METER, MEGA<br />

MACH MACHINE<br />

MAS MASONRY<br />

MATL MATERIAL<br />

MAX MAXIMUM<br />

MECH MECHANICAL<br />

MEP MECHANICAL, ELECTRICAL, PLUMBING<br />

MET METAL<br />

MH MANHOLE<br />

MIN MINIMUM, MINUTE<br />

MISC MISCELLANEOUS<br />

MLO MAIN LUG ONLY<br />

MM,mm MILLIMETER<br />

MO MOTOR OPERATED, MASONRY OPENING, MIDDLE ORDINATE<br />

MP MEDIUM PRESSURE<br />

MTD MOUNTED<br />

MTG MOUNTING<br />

MMP MEMBRANE WATERPROOFING<br />

MULL MULLION<br />

N NORTH<br />

NA NOT APPLICABLE<br />

NC NON CORROSIVE<br />

NE NORTHEAST<br />

NDC NOSE DOWN CURB<br />

NEC NATIONAL ELECTRIC CODE<br />

NEUT NEUTRAL<br />

NIC NOT IN CONTRACT<br />

NO NUMBER<br />

NOM NOMINAL<br />

NPS NOMINAL PIPE SIZE<br />

NTS NOT TO SCALE<br />

NW NORTHWEST<br />

OA OUTSIDE AIR<br />

OC ON CENTER<br />

OCB OIL CIRCUIT BREAKER<br />

OD OUTSIDE DIAMETER<br />

OPH OPPOSITE HAND<br />

OPNG OPENING<br />

OPP OPPOSITE<br />

OSD OPEN SITE DRAIN<br />

OVHD,OH OVERHEAD<br />

Pa PASCALES<br />

P PIPE, POLE<br />

PB PULL BOX<br />

PI POINT OF INTERSECTION<br />

PIV POST INDICATOR VALVE<br />

PJ PANEL JOINT<br />

PJF PREFORMED JOINT FILLER<br />

PL PLATE<br />

PLAS PLASTER<br />

PLNJ PAPER AND LEAD NEOPRENE JACKET<br />

PLYWD PLYWOOD<br />

PNL PANEL<br />

PNT PAINT<br />

PP PARTIAL PENETRATION<br />

PRELIM PRELIMINARY<br />

PRESS PRESSURE<br />

PRIM PRIMARY<br />

PRV PRESSURE RELIEF VALVE<br />

PS PULL SWITCH<br />

PSF POUNDS PER SQUARE FOOT<br />

PT POINT, POINT OF TANGENT<br />

PTN PARTITION<br />

PVC POINT OF VERTICAL CURVE, POLY VINYL CHLORIDE .<br />

PVI POINT OF VERTICAL INTERSECTION<br />

PVT POINT OF VERTICAL TANGENT<br />

PVMT PAVEMENT<br />

QT<br />

R<br />

RA<br />

RAD<br />

RB<br />

RCP<br />

RD<br />

RECP<br />

RED<br />

REINF<br />

REG<br />

REQD<br />

REV<br />

RF<br />

RHC<br />

RI<br />

RGS<br />

RL<br />

RM<br />

RPM<br />

RVT<br />

QUARRY TILE<br />

RADIUS, RISER, RUBBER SHEATH<br />

RETURN AIR<br />

RADIUS<br />

RESILIENT VINYL BASE<br />

REINFORCED CONCRETE PIPE,<br />

REFLECTED CEILING PLAN<br />

ROOF DRAIN, ROAD<br />

RECEPTACLE<br />

REDUCING<br />

REINFORCEMENT<br />

REGULATOR, REGISTER<br />

REQUIRED<br />

REVISION<br />

ROOF, RETURN FAN<br />

REHEAT COIL<br />

RUBBER INSULATED<br />

RIGID GALVANIZED STEEL<br />

RAIN LEADER<br />

ROOM<br />

REVOLUTIONS PER MINUTE<br />

RESILIENT VINYL TILE<br />

S SECOND, SOUTH, SANITARY, SEWER, STRUCTURE<br />

SAN SANITARY SEWER<br />

SATC SUSPENDED ACOUSTICAL TILE CEILING<br />

SCH SCHEDULE<br />

SD SPLITTER DAMPER, STORM DRAIN<br />

SE SOUTHEAST<br />

SECT SECTION<br />

SERV SERVICE<br />

SF SQUARE FEET, SILT FENCE<br />

SG SUPPLY GRILLE<br />

SH SHEET<br />

SIM SIMILAR<br />

1 PH SINGLE PHASE<br />

SKCP SUSPENDED KEENE'S CEMENT PLASTER<br />

SL SLOPE<br />

SMH SANITARY MODULE<br />

SP STATIC PRESSURE, SINGLE POLE<br />

SPC SUSPENDED PLASTER CEILING<br />

SPDT SINGLE POLE, DOUBLE THROW<br />

SPEC SPECIFICATION<br />

SPST SINGLE POLE, SINGLE THROW<br />

SQ SQUARE<br />

SR SUPPLY REGISTER<br />

SS SANITARY SEWER<br />

ST STEAM, SINGLE THROW, STREET, SMOKE TIGHT<br />

STA STATION<br />

STD STANDARD<br />

STL STEEL<br />

SUP SUPPORT<br />

SUSP SUSPENDED<br />

SV SHEET VINYL<br />

SW SWITCH, SIDEWALK<br />

SWBD SWITCHBOARD<br />

SWGR SWITCHGEAR<br />

T TILE,TOP,TANGENT, THICKNESS<br />

T&B TOP AND BOTTOM<br />

TC TOP OF CURB<br />

TEL TELEPHONE<br />

TEMP TEMPERATURE, TEMPORARY<br />

TERM TERMINAL<br />

3/C THREE CONDUCTOR<br />

3/P THREE POLE<br />

3 WAY THREE WAY<br />

TH TOTAL HEAD (PUMPS)<br />

THK THICKNESS<br />

THRSLD THRESHOLD<br />

TO TOP OF<br />

T.O.W. TOP OF WALL<br />

TP TEST PIT<br />

TR TOP REGISTER<br />

TRAN. TRANSVERSE<br />

TRANS TRANSITION<br />

TS TOP OF STEEL, TOP OF STONE, TOP OF SLAB<br />

TV TELEVISION<br />

TW TOP OF WALL<br />

TYP TYPICAL<br />

UG<br />

UCR<br />

UGE<br />

UGT<br />

UH<br />

UNO<br />

UNDERGROUND<br />

UNDER COUNTER REFRIGERATOR<br />

UNDERGROUND ELECTRIC<br />

UNDERGROUND TELEPHONE<br />

UNIT HEATER<br />

UNLESS NOTED OTHERWISE<br />

V VENT,VOLT,VALVE<br />

VA VOLT AMPRE<br />

VAC VACUUM<br />

VCT VINYL COMPOSITION TILE<br />

V ASB VINYL ASBESTOS<br />

VC VARNISH CAMBRIC, VITRIFIED CLAY<br />

VA PROVIDED, CONTRACTOR INSTALLED<br />

VCP VITRIFIED CLAY PIPE<br />

VENT VENTILATING<br />

VERT VERTICAL<br />

VEST VESTIBULE<br />

VPI VERTICAL POINT OF INTERSECTION<br />

VPOC VERTICAL POINT OF CURVE<br />

VPOT VERTICAL POINT OF TANGENT<br />

VS VENT STACK<br />

VTR VENT THRU ROOF<br />

VV VA PROVIDED, VA INSTALLED<br />

VWC VINYL WALL COVERING<br />

W WIDTH,WASTE,WATER,WATT,WEST<br />

W WIRE, WATER LINE STRUCTURE<br />

WA WATT<br />

WF WIDE FLANGE<br />

W/ WITH<br />

W/O WITHOUT<br />

WB WET BULB<br />

WC WATER CLOSET<br />

WD WIDTH, WINDOW DIMENSION<br />

WOM WALK OFF MATT<br />

WL WATER LEVEL<br />

WP WATERPROOF, WEATHERPROOF<br />

WS WASTE STACK, WATER SURFACE, WATERSTOP<br />

WT WEIGHT<br />

WWF WELDED WIRE FABRIC<br />

XFMR<br />

X-STR<br />

TRANSFORMER<br />

UNIT HEATER<br />

2:1 SL 2 HORIZONTAL TO 1 VERTICAL SLOPE<br />

1 ON 2 1 VERTICAL ON 2 HORIZONTAL SLOPE<br />

DEFLECTION ANGLE<br />

DIAMETER, PHASE<br />

ARCHITECTURAL SYMBOLS<br />

X<br />

0<br />

0<br />

ROOM<br />

NAME<br />

101<br />

COLUMN GRID LINE<br />

(EXISTING)<br />

COLUMN GRID LINE<br />

(NEW)<br />

CENTER LINE<br />

DIMENSION LINE TO<br />

FACE OF STUD, FACE<br />

OF CONCRETE, COLUMN<br />

LINE, OR AS NOTED.<br />

DIMENSION TO FINISH<br />

FACE, COUNTERTOP<br />

EDGE, CLEAR, OR AS<br />

NOTED.<br />

WALL LEGEND<br />

EXISTING TO REMAIN<br />

EXISTING TO BE<br />

REMOVED<br />

EXISTING TO REMAIN<br />

NEW CONSTRUCTION<br />

ROOM TAG<br />

ROOM NAME<br />

ROOM NUMBER<br />

150 SF AREA OR VOLUME<br />

18" MIN<br />

12" MIN<br />

7'-0"<br />

7'-0"<br />

XX<br />

1T<br />

X<br />

X-XXX<br />

X<br />

X-XXX<br />

X<br />

1A101<br />

4" MIN<br />

Name<br />

Elevation<br />

X<br />

X-XXX<br />

X<br />

X-XXX<br />

X<br />

X-XXX<br />

SIM<br />

SIM<br />

SIM<br />

SIM<br />

X<br />

X-XXX<br />

X<br />

View Name<br />

A-1<br />

1/8" = 1'-0"<br />

A-1<br />

R101 A101<br />

A1<br />

XX<br />

?<br />

View Name<br />

1/8" = 1'-0"<br />

0 4'-0" 8'-0" 16'-0"<br />

SIZE<br />

CR<br />

AO<br />

HO<br />

PP<br />

1<br />

WELDING SYMBOL<br />

DOOR NUMBER<br />

SYMBOL AND MINIMUM<br />

CLEARANCES<br />

WALL TYPE TAG<br />

FRAME TYPE -<br />

EXTERIOR AND LOUVER<br />

FRAME TYPE - INTERIOR<br />

CURTAIN PANEL TYPE<br />

DRAWING REVISION<br />

KEYNOTE<br />

NORTH ARROW<br />

LEVEL DATUM<br />

LEVEL NAME<br />

LEVEL ELEVATION<br />

DETAIL - SECTION<br />

POSITION ON SHEET<br />

SHEET NUMBER<br />

DETAIL - PLAN<br />

POSITION ON SHEET<br />

SHEET NUMBER<br />

BUILDING SECTION<br />

POSITION ON SHEET<br />

SHEET NUMBER<br />

WALL SECTION<br />

POSITION ON SHEET<br />

SHEET NUMBER<br />

EXTERIOR ELEVATION<br />

POSITION ON SHEET<br />

SHEET NUMBER<br />

INTERIOR ELEVATION<br />

POSITION ON SHEET<br />

SHEET NUMBER<br />

VIEW TITLE<br />

DRAWING NUMBER<br />

DRAWING SCALE<br />

VIEW TITLE W/ REF.<br />

DRAWING NUMBER<br />

DRAWING SCALE<br />

SHEET NUMBER<br />

REFERENCING<br />

SHEET NUMBER<br />

GRAPHIC SCALE<br />

CARD READER<br />

AUTOMATIC OPENER<br />

HOLD OPEN DOOR<br />

HARDWARE<br />

PUSH PADS<br />

WELDING SYMBOL<br />

TYPE OF WELD<br />

SIZE OF WELD<br />

A<br />

B<br />

C<br />

D<br />

E<br />

F<br />

one-eighth inch = one foot<br />

0 4 8 16<br />

15% SCHEMATIC DESIGN SUBMISSION 9-1-10<br />

COST ESTIMATOR SUBMISSION 9-28-10<br />

50% OWNER SUBMISSION 10-13-10<br />

50% OWNER UPDATED SUBMISSION - EXPANDED SCOPE 11-17-10<br />

95% COST ESTIMATOR SUBMISSION 12-22-10<br />

95% CONSTRUCTION DOCUMENTS 1-3-11<br />

UPDATED 95% CONTRACT DOCUMENTS 1-16-11<br />

100% CONTRACT DOCUMENTS 3-8-11<br />

RTA SUBMISSION 3-29-11<br />

REVISIONS<br />

DATE<br />

Drawing Title<br />

Project Title<br />

Project Number<br />

PROJECT TEAM ARCHITECTS/ENGINEERS W.G. (Bill) Hefner Veterans Affairs Medical<br />

VA246-P-0579<br />

Office of<br />

ARCHITECTURE:<br />

HDR Architecture, Inc.<br />

440 South Church Street<br />

Suite 1000<br />

Charlotte, NC 28202<br />

www.hdrinc.com<br />

704-338-6700<br />

STRUCTURAL:<br />

HDR Architecture, Inc.<br />

17111 Preston Road<br />

Suite 300<br />

Dallas, Texas 75248<br />

www.hdrinc.com<br />

972-960-4000<br />

MECHANICAL/ELECTRICAL/<br />

PLUMBING/ FIRE PROTECTION :<br />

Charlotte Engineers<br />

5838 Monroe Road, Suite 100.<br />

Charlotte, NC 28212<br />

www.charlotteengineers.com<br />

704-531-3000<br />

Charlotte Engineers, LLP<br />

5838 Monroe Road, Suite 100<br />

Charlotte, NC 28212<br />

704 531 3000<br />

704 531 3001 FAX<br />

CIVIL / LANDSCAPE:<br />

ColeJenest & Stone<br />

200 South Tryon<br />

Suite 1400<br />

Charlotte, NC 28202<br />

www.colejeneststone.com<br />

704-376-1555<br />

ColeJenest<br />

& Stone<br />

HDR Architecture Inc. Project Number: 202067 - 143442<br />

HDR Architecture Inc.<br />

440, S. Church Street, Suite 1000, Charlotte, NC 28202<br />

Phone: 704.338.6700 Fax: 704.338.6760<br />

ABBREVIATIONS AND SYMBOLS<br />

Approved : Project Director<br />

Center<br />

MENTAL HEALTH<br />

INPATIENT (PHASE II) PROJECT<br />

Location<br />

Department of Veterans Affairs<br />

1601 Brenner Ave. Salisbury, NC 28144<br />

Date<br />

3-29-11<br />

Checked by<br />

CVR<br />

Drawn<br />

JC II<br />

Building Number<br />

--<br />

Drawing number<br />

G-001<br />

Construction<br />

and Facilities<br />

Management<br />

Department of<br />

Veterans Affairs<br />

1 2 3 4 5 6<br />

7 8 9

S S S<br />

S S S<br />

S S<br />

S S S<br />

S S S<br />

S<br />

S S<br />

S S S<br />

S S S S S S S S S S S S S S S S S S S S S<br />

S S S S S S S S S S S S S S<br />

S S S S<br />

S<br />

S S S S S S S S S S S<br />

S S S S S S S<br />

S<br />

S S S S S S S<br />

S<br />

S S<br />

S<br />

S<br />

1 2 3 4 5 6 7 8 9<br />

WALL RATING LEGEND<br />

EXISTING BUILDING 4<br />

FFE = 719.97<br />

S S S S S S<br />

SMOKE PARTITION<br />

1 HOUR FIRE BARRIER<br />

A<br />

B<br />

C<br />

one inch = one foot one and one-half inch = one foot three inches = one foot<br />

6" 0 2 6" 0 1 6" 0<br />

three-quarters inch = one foot<br />

6" 0 2<br />

EXISTING BUILDING 4<br />

S<br />

S S<br />

FEC-1<br />

S<br />

S S<br />

S S S S S S S S S S S S S S S S S S<br />

SERVICE<br />

ELEVATOR<br />

S1<br />

S S S S S<br />

S<br />

S S S<br />

SERVICE<br />

ELEVATOR<br />

S2<br />

S S S<br />

1 1<br />

CLEAN<br />

STORAGE<br />

A242<br />

FEC-1<br />

S S S S S S S S<br />

STORAGE<br />

FEC-1<br />

S S S S S S S<br />

S S S S S<br />

17'-7 1/2"<br />

AIR HANDLER<br />

A-272<br />

SMOKE COMPARTMENT #1<br />

4,806 GSF<br />

S S S S<br />

S<br />

S S S S S S S<br />

S S S S S S S<br />

S S S<br />

1<br />

1<br />

S<br />

S<br />

S S S<br />

S S S S S<br />

S S S S S<br />

FEC-1<br />

FE<br />

11'-5" 11'-7"<br />

S S S S S<br />

S<br />

S<br />

33"<br />

36"<br />

S<br />

S<br />

103<br />

205<br />

S<br />

1<br />

1<br />

S S<br />

S<br />

S S S S S<br />

S S S<br />

S<br />

S<br />

S<br />

36" 205<br />

DN<br />

S<br />

S<br />

S<br />

S<br />

S<br />

S<br />

S<br />

S<br />

S S S S S S S S S S S S S S S<br />

S<br />

S S S S S<br />

S<br />

FEC-1<br />

STAIR 1<br />

41"<br />

PASSENGER<br />

ELEVATOR<br />

P1<br />

103<br />

LAUNDRY<br />

S<br />

10'-3"<br />

9'-9"<br />

7'-5"<br />

10'-1"<br />

S S S<br />

COMMON PATH OF TRAVEL - 97'-0"<br />

(ALLOWED 100'-0")<br />

SMOKE COMPARTMENT #2<br />

14,948 GSF<br />

ACTUAL MAX. TRAVEL DISTANCE - 164'-9"<br />

(ALLOWED 200'-0")<br />

1<br />

2<br />

3<br />

1<br />

CONFERENCE<br />

ROOM<br />

PASSENGER<br />

ELEVATOR<br />

P2<br />

13'-6"<br />

13'-6"<br />

OPEN TO BELOW<br />

EXISTING OUTPATIENT WELCOME CENTER<br />

S S S S S S S S S S S S S S S S S S S S S S S S S S<br />

1<br />

1<br />

OPEN TO<br />

BELOW<br />

ASSUMED FUTURE PROPERTY LINE<br />

S S S S S S S S S<br />

K<br />

J<br />

H<br />

G.8<br />

G<br />

F<br />

E<br />

S S S S S S<br />

S S S S<br />

ACTUAL EXITING<br />

DOOR DIMENSION<br />

REQUIRED EXITING<br />

DOOR DIMENSION<br />

X"<br />

X"<br />

CONSTRUCTION TYPE<br />

OCCUPANCY TYPE<br />

CAPACITY<br />

XXX<br />

XXX<br />

SMOKE BARRIER (1 HOUR CONSTRUCTION)<br />

2 HOUR FIRE BARRIER<br />

2 HOUR FIRE AND SMOKE BARRIER<br />

EXIT SIGN<br />

RECESSED FIRE<br />

EXTINGUISHER CABINET (FEC-1)<br />

SURFACE MOUNTED FIRE<br />

EXTINGUISHER CABINET (FEC-2)<br />

FIRE EXTINGUISHER (FE)<br />

OFFICE SUITE DESIGNATION<br />

SUPPORT SUITE DESIGNATION<br />

ACTUAL PERSON(S)<br />

EXITING<br />

ALLOWABLE PERSON(S)<br />

EXITING<br />

PHASE 2 INPATIENT MENTAL HEALTH<br />

II 222<br />

HEALTHCARE<br />

EXTERIOR WALL FIRE RESISTANCE RATING AND ALLOWABLE AREA OF UNPROTECTED<br />

OPENINGS<br />

NFPA 101, SECTION 8.2.1.2 REFERENCES NFPA 220, CHAPTER 4<br />

NFPA 220 CHAPTER 4 REFERENCES NFPA 5000: BUILDING CONSTRUCTION AND SAFETY CODE<br />

2009<br />

TABLE 7.3.2.1 FIRE RESISTANCE RATINGS FOR EXTERIOR WALLS (HOUR)<br />

TABLE 7.3.5(a) HEALTH CARE: MAXIMUM ALLOWABLE AREA OF UNPROTECTED OPENINGS<br />

(PERCENTAGE OF EXTERIOR WALLS)<br />

NOTES:<br />

1 SEPARATION DISTANCE GREATER THAN 10'-0" ALLOWS 0 HOUR FIRE RESISTANCE RATING<br />

AND 100% UNPROTECTED OPENINGS<br />

2 SEPARATION DISTANCE GREATER THAN 9'-0" AND LESS THAN 10'-0" REQUIRES 1 HOUR FIRE<br />

RESISTANCE RATING WITH 16% OF THE 448 SF (72SF) AREA OF UNPROTECTED OPENING.<br />

NO OPENING PROVIDED.<br />

3 SEPARATION DISTANCE WITH 9% OF 960SF (86SF) AREA OF UNPROTECTED OPENINGS. NO<br />

OPENINGS PROVIDED.<br />

SUITE INFORMATION:<br />

19.2.5.7.3 NON-SLEEPING SUITES (NON-PATIENT-CARE)<br />

OFFICE SUITE AREA - 3,014 SF NUMBER OF EXITS: TWO<br />

SUPPORT SUITE AREA - 1,311 SF NUMBER OF EXITS: TWO<br />

A<br />

B<br />

C<br />

D<br />

E<br />

one-half inch = one foot<br />

0 4<br />

three-eighth inch = one foot<br />

0 4<br />

41"<br />

36"<br />

103<br />

205<br />

FUTURE 90<br />

DEGREE<br />

EXPOSURE<br />

UP<br />

ELECTRICAL<br />

A246<br />

FE<br />

S S S S S<br />

S<br />

S S<br />

S<br />

S S S S<br />

S S S S<br />

S S S S S S S S S S S S S S S S S S S S S S S<br />

90 DEGREE<br />

EXPOSURE<br />

B.3<br />

SOILED<br />

UTILITY<br />

A245<br />

FEC-1<br />

FFE = 734.00<br />

S S S S S S S S S<br />

S S S S S S S S S S S S S S S<br />

S<br />

SS<br />

4<br />

C<br />

B<br />

3<br />

EXISTING ROOF<br />

(TOP OF PARAPET)<br />

726' - 0"<br />

2<br />

1<br />

D<br />

D<br />

E<br />

A<br />

F<br />

one-quarter inch = one foot<br />

0 4 8<br />

C:<strong>\<strong>rvt</strong>\143442A</strong>-3-<strong>23</strong>-<strong>11jc</strong>.<strong>rvt</strong><br />

3/<strong>23</strong>/2011 11:40:48 AM<br />

F2<br />

LIFE SAFETY PLAN - SECOND FLOOR<br />

3/32" = 1'-0"<br />

EXISTING 9 ROOF 8.6<br />

8.2<br />

(TOP OF PARAPET)<br />

726' - 0"<br />

8<br />

7<br />

6<br />

5<br />

4.2<br />

F<br />

one-eighth inch = one foot<br />

0 4 8 16<br />

15% SCHEMATIC DESIGN SUBMISSION 9-1-10<br />

COST ESTIMATOR SUBMISSION 9-28-10<br />

50% OWNER SUBMISSION 10-13-10<br />

50% OWNER UPDATED SUBMISSION - EXPANDED SCOPE 11-17-10<br />

95% COST ESTIMATOR SUBMISSION 12-22-10<br />

95% CONSTRUCTION DOCUMENTS 1-3-11<br />

UPDATED 95% CONTRACT DOCUMENTS 1-16-11<br />

100% CONTRACT DOCUMENTS 3-8-11<br />

RTA SUBMISSION 3-29-11<br />

REVISIONS<br />

DATE<br />

Drawing Title<br />

Project Title<br />

Project Number<br />

PROJECT TEAM ARCHITECTS/ENGINEERS W.G. (Bill) Hefner Veterans Affairs Medical<br />

VA246-P-0579<br />

Office of<br />

ARCHITECTURE:<br />

HDR Architecture, Inc.<br />

440 South Church Street<br />

Suite 1000<br />

Charlotte, NC 28202<br />

www.hdrinc.com<br />

704-338-6700<br />

STRUCTURAL:<br />

HDR Architecture, Inc.<br />

17111 Preston Road<br />

Suite 300<br />

Dallas, Texas 75248<br />

www.hdrinc.com<br />

972-960-4000<br />

MECHANICAL/ELECTRICAL/<br />

PLUMBING/ FIRE PROTECTION :<br />

Charlotte Engineers<br />

5838 Monroe Road, Suite 100.<br />

Charlotte, NC 28212<br />

www.charlotteengineers.com<br />

704-531-3000<br />

Charlotte Engineers, LLP<br />

5838 Monroe Road, Suite 100<br />

Charlotte, NC 28212<br />

704 531 3000<br />

704 531 3001 FAX<br />

CIVIL / LANDSCAPE:<br />

ColeJenest & Stone<br />

200 South Tryon<br />

Suite 1400<br />

Charlotte, NC 28202<br />

www.colejeneststone.com<br />

704-376-1555<br />

ColeJenest<br />

& Stone<br />

HDR Architecture Inc. Project Number: 202067 - 143442<br />

HDR Architecture Inc.<br />

440, S. Church Street, Suite 1000, Charlotte, NC 28202<br />

Phone: 704.338.6700 Fax: 704.338.6760<br />

LIFE SAFETY PLAN - SECOND FLOOR<br />

Approved : Project Director<br />

Center<br />

MENTAL HEALTH<br />

INPATIENT (PHASE II) PROJECT<br />

Location<br />

Department of Veterans Affairs<br />

1601 Brenner Ave. Salisbury, NC 28144<br />

Date<br />

3-29-11<br />

Checked by<br />

CVR<br />

Drawn<br />

JC II<br />

Building Number<br />

--<br />

Drawing number<br />

GL-102<br />

Construction<br />

and Facilities<br />

Management<br />

Department of<br />

Veterans Affairs<br />

1 2 3 4 5 6<br />

7 8 9

S S S<br />

S S S<br />

S S S<br />

S S<br />

S S S<br />

S S S<br />

S<br />

S S<br />

S S S<br />

S S S S S S S S S S S S S S S S S S S S S<br />

S S S S S S S S S S S S S S<br />

S S S S<br />

S<br />

S S S S S S S S S S S<br />

S S S S S S<br />

S<br />

S S S S S S S S<br />

S S S S S<br />

S<br />

S S<br />

S<br />

1 2 3 4 5 6 7 8 9<br />

WALL RATING LEGEND<br />

S S S S S S<br />

SMOKE PARTITION<br />

A<br />

B<br />

C<br />

one inch = one foot one and one-half inch = one foot three inches = one foot<br />

6" 0 2 6" 0 1 6" 0<br />

S<br />

S S<br />

S<br />

S S<br />

S S S S S S S S S S S S S S S S S S<br />

S S S S S<br />

S<br />

EXIST<br />

ELEV S1<br />

EXIST<br />

ELEV S2<br />

S<br />

S S S S S S S S<br />

STORAGE<br />

A363<br />

AIR<br />

HANDLER<br />

ROOM<br />

A372<br />

SMOKE COMPARTMENT #1<br />

4,434 GSF<br />

1<br />

1<br />

S S S S<br />

S<br />

S S S S S S S<br />

S S S S S S S<br />

S<br />

S<br />

S S S<br />

SECURE<br />

VESTIBULE<br />

A301<br />

S S S S S S<br />

S<br />

S S S<br />

S S S S<br />

S<br />

S<br />

S S S S S<br />

S<br />

FE<br />

S<br />

COMM<br />

A371<br />

S<br />

41"<br />

36"<br />

1<br />

1<br />

S S<br />

S<br />

103<br />

205<br />

S<br />

41"<br />

36"<br />

S<br />

S<br />

S<br />

S<br />

EXIST<br />

ELEVATOR 1<br />

P1<br />

103<br />

205<br />

STAIR 1<br />

AS301<br />

S<br />

EXISTING BUILDING 4<br />

FFE =<br />

S<br />

GROUP<br />

ROOM<br />

A373<br />

S<br />

S<br />

S<br />

1<br />

2<br />

S<br />

3<br />

1<br />

S<br />

S<br />

S S S<br />

S<br />

EXIST<br />

ELEVATOR 2<br />

P2<br />

EXISTING OUTPATIENT WELCOME CENTER<br />

(UNDER CONSTRUCTION)<br />

1<br />

1<br />

EXISTING<br />

OUTPATIENT<br />

TURRET<br />

ASSUMED FUTURE PROPERTY LINE<br />

K<br />

J.5<br />

J.3<br />

J<br />

H.1<br />

H<br />

G.8<br />

G<br />

S S S S S S<br />

S S S S<br />

ACTUAL EXITING<br />

DOOR DIMENSION<br />

REQUIRED EXITING<br />

DOOR DIMENSION<br />

X"<br />

X"<br />

CONSTRUCTION TYPE<br />

OCCUPANCY TYPE<br />

CAPACITY<br />

1 HOUR FIRE BARRIER<br />

SMOKE BARRIER (1 HOUR CONSTRUCTION)<br />

2 HOUR FIRE BARRIER<br />

EXIT SIGN<br />

RECESSED FIRE<br />

EXTINGUISHER CABINET (FEC-1)<br />

SURFACE MOUNTED FIRE<br />

EXTINGUISHER CABINET (FEC-2)<br />

XXX<br />

XXX<br />

2 HOUR FIRE AND SMOKE BARRIER<br />

FIRE EXTINGUISHER (FE)<br />

OFFICE SUITE DESIGNATION<br />

SUPPORT SUITE DESIGNATION<br />

ACTUAL PERSON(S)<br />

EXITING<br />

ALLOWABLE PERSON(S)<br />

EXITING<br />

PHASE 2 INPATIENT MENTAL HEALTH<br />

II 222<br />

HEALTHCARE<br />

EXTERIOR WALL FIRE RESISTANCE RATING AND ALLOWABLE AREA OF UNPROTECTED<br />

OPENINGS<br />

NFPA 101, SECTION 8.2.1.2 REFERENCES NFPA 220, CHAPTER 4<br />

NFPA 220 CHAPTER 4 REFERENCES NFPA 5000: BUILDING CONSTRUCTION AND SAFETY CODE<br />

2009<br />

TABLE 7.3.2.1 FIRE RESISTANCE RATINGS FOR EXTERIOR WALLS (HOUR)<br />

TABLE 7.3.5(a) HEALTH CARE: MAXIMUM ALLOWABLE AREA OF UNPROTECTED OPENINGS<br />

(PERCENTAGE OF EXTERIOR WALLS)<br />

NOTES:<br />

1 SEPARATION DISTANCE GREATER THAN 10'-0" ALLOWS 0 HOUR FIRE RESISTANCE RATING<br />

AND 100% UNPROTECTED OPENINGS<br />

2 SEPARATION DISTANCE GREATER THAN 9'-0" AND LESS THAN 10'-0" REQUIRES 1 HOUR FIRE<br />

RESISTANCE RATING WITH 16% OF THE 448 SF (72SF) AREA OF UNPROTECTED OPENING.<br />

NO OPENING PROVIDED.<br />

A<br />

B<br />

C<br />

three-quarters inch = one foot<br />

6" 0 2<br />

FEC-1<br />

S S S S S S S<br />

S S S S S<br />

S S S<br />

FEC-1<br />

S<br />

S S S S S S S S S S S S S S S<br />

S<br />

S S S S S<br />

S<br />

FEC-1<br />

COMMON PATH OF TRAVEL - 97'-0"<br />

(ALLOWED 100'-0")<br />

SMOKE COMPARTMENT #2<br />

15,252 GSF<br />

ACTUAL MAX. TRAVEL DISTANCE - 164'-9"<br />

(ALLOWED 200'-0")<br />

S S S S S S S S S<br />

F<br />

3 SEPARATION DISTANCE WITH 9% OF 960SF (86SF) AREA OF UNPROTECTED OPENINGS. NO<br />

OPENINGS PROVIDED.<br />

SUITE INFORMATION:<br />

19.2.5.7.3 NON-SLEEPING SUITES (NON-PATIENT-CARE)<br />

OFFICE SUITE AREA - 3,014 SF NUMBER OF EXITS: TWO<br />

SUPPORT SUITE AREA - 1,311 SF NUMBER OF EXITS: TWO<br />

D<br />

one-half inch = one foot<br />

0 4<br />

FEC-1<br />

S S S<br />

FE<br />

FEC-1<br />

S<br />

S S<br />

S<br />

S S S S S<br />

S S S S<br />

S S S S<br />

S S S S S S S S S S S S S S S S S S S S S S S<br />

S<br />

S S S S S<br />

S<br />

S S S S S S S S S S S S S S S S S S S S S S S S S S<br />

E<br />

D<br />

D<br />

FEC-1<br />

S<br />

S<br />

4<br />

3<br />

2<br />

1<br />

E<br />

three-eighth inch = one foot<br />

0 4<br />

DN<br />

41"<br />

36"<br />

B.3<br />

103<br />

205<br />

S S S S S S S S S S S S S S S<br />

C<br />

B<br />

E<br />

S S S S S S S S S<br />

F<br />

one-quarter inch = one foot<br />

0 4 8<br />

C:<strong>\<strong>rvt</strong>\143442A</strong>-3-<strong>23</strong>-<strong>11jc</strong>.<strong>rvt</strong><br />

3/<strong>23</strong>/2011 11:40:56 AM<br />

F3<br />

9 8.6<br />

8.2 8<br />

LIFE SAFETY PLAN - THIRD FLOOR<br />

3/32" = 1'-0"<br />

7<br />

6<br />

5<br />

4.2<br />

A<br />

F<br />

one-eighth inch = one foot<br />

0 4 8 16<br />

15% SCHEMATIC DESIGN SUBMISSION 9-1-10<br />

COST ESTIMATOR SUBMISSION 9-28-10<br />

50% OWNER SUBMISSION 10-13-10<br />

50% OWNER UPDATED SUBMISSION - EXPANDED SCOPE 11-17-10<br />

95% COST ESTIMATOR SUBMISSION 12-22-10<br />

95% CONSTRUCTION DOCUMENTS 1-3-11<br />

UPDATED 95% CONTRACT DOCUMENTS 1-16-11<br />

100% CONTRACT DOCUMENTS 3-8-11<br />

RTA SUBMISSION 3-29-11<br />

REVISIONS<br />

DATE<br />

Drawing Title<br />

Project Title<br />

Project Number<br />

PROJECT TEAM ARCHITECTS/ENGINEERS W.G. (Bill) Hefner Veterans Affairs Medical<br />

VA246-P-0579<br />

Office of<br />

ARCHITECTURE:<br />

HDR Architecture, Inc.<br />

440 South Church Street<br />

Suite 1000<br />

Charlotte, NC 28202<br />

www.hdrinc.com<br />

704-338-6700<br />

STRUCTURAL:<br />

HDR Architecture, Inc.<br />

17111 Preston Road<br />

Suite 300<br />

Dallas, Texas 75248<br />

www.hdrinc.com<br />

972-960-4000<br />

MECHANICAL/ELECTRICAL/<br />

PLUMBING/ FIRE PROTECTION :<br />

Charlotte Engineers<br />

5838 Monroe Road, Suite 100.<br />

Charlotte, NC 28212<br />

www.charlotteengineers.com<br />

704-531-3000<br />

Charlotte Engineers, LLP<br />

5838 Monroe Road, Suite 100<br />

Charlotte, NC 28212<br />

704 531 3000<br />

704 531 3001 FAX<br />

CIVIL / LANDSCAPE:<br />

ColeJenest & Stone<br />

200 South Tryon<br />

Suite 1400<br />

Charlotte, NC 28202<br />

www.colejeneststone.com<br />

704-376-1555<br />

ColeJenest<br />

& Stone<br />

HDR Architecture Inc. Project Number: 202067 - 143442<br />

HDR Architecture Inc.<br />

440, S. Church Street, Suite 1000, Charlotte, NC 28202<br />

Phone: 704.338.6700 Fax: 704.338.6760<br />

LIFE SAFETY PLAN - THIRD FLOOR<br />

Approved : Project Director<br />

Center<br />

MENTAL HEALTH<br />

INPATIENT (PHASE II) PROJECT<br />

Location<br />

Department of Veterans Affairs<br />

1601 Brenner Ave. Salisbury, NC 28144<br />

Date<br />

3-29-11<br />

Checked by<br />

Checker<br />

Drawn<br />

Author<br />

Building Number<br />

--<br />

Drawing number<br />

GL-103<br />

Construction<br />

and Facilities<br />

Management<br />

Department of<br />

Veterans Affairs<br />

1 2 3 4 5 6<br />

7 8 9

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