24-510_Exterior Door FLHCS_Construction Documents.pdf

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 8 9 10 o n e e ig h th in ch o n e f o o t th re e in ch e s o n e f o o t 6 o n e a n d o n e h a lf in ch e s o n e f o o t o n e in ch o n e f o o t th re e q u a rt e rs in ch o n e f o o t o n e h a lf in ch o n e f o o t th re e e ig h th s in ch o n e f o o t o n e q u a rt e r in ch o n e f o o t

NOTE:

USERS OF THESE DRAWINGS ARE RESPONSIBLE FOR VERIFYING

EXISTING DIMENSIONS AND CONDITIONS IN THE FIELD

DRAWING INDEX

LIST OF ABBREVIATIONS

AB ANCHOR BOLT

A/C AIR CONDITION(ING) (ED)

ACC ACCESSIBLE

ACCU AIR COOLED CONDENSING UNIT

ACI AMERICAN CONCRETE INSTITUTE

ACT ACOUSTICAL CEILING TILE

ACM ASBESTOS CONTAINING MATERIAL

ACS PNL ACCESS PANEL

ADDL ADDITIONAL

ADJ ADJUSTABLE, ADJACENT

ADH ADHESIVE

AFF ABOVE FINISHED FLOOR

AGGR AGGREGATE

AHU AIR HANDLING UNIT

AISC AMERICAN INSTITUTE OF STEEL

CONSTRUCTION

AISI AMERICAN IRON AND STEEL

INSTITUTE

ALT ALTERNATE

ALUM ALUMINUM

ANOD ANODIZED

APPROX APPROXIMATE

ARCH ARCHITECT(URAL)

ARD AUXILLARY ROOF DRAIN

ASD ALLOWABLE STRESS DESIGN

ASTM AMERICAN SOCIETY FOR TESTING

AND MATERIALS

AWP ACOUSTICAL WALL PANEL

AWS AMERICAN WELDING SOCIETY

BAT BATTEN

B/B BACK TO BACK

B BD BASE BOARD

BITUM BITUMINOUS

BD BOARD

BLDG BUILDING

BLKG BLOCKING

BM BEAM, BENCHMARK

BOT BOTTOM

BR BEDROOM

BRG BEARING

BRZ BRONZE

BSMT BASEMENT

BTWN BETWEEN

BUR BUILT UP ROOFING

BW BOTH WAYS

CCTV CLOSED CIRCUIT TELEVISION

CAB CABINET

CB CATCH BASIN, CORNER BEAD

CH BD CHALKBOARD

CEM CEMENT

CF CONTRACTOR FURNISHED

CF/CI CONTRACTOR FURNISHED/

CONTRACTOR INSTALLED

CF/OI CONTRACTOR FURNISHED/

OWNER INSTALLED

CG CORNER GUARD

CH COAT HOOK

CI CAST IRON

CIP CAST IN PLACE, CAST IRON PIPE

CJ CONTROL JOINT

CL CENTERLINE

CLG CEILING

CLO CLOSET

CLR CLEAR, COLOR

CMT CERAMIC MOSAIC TILE

CMU CONCRETE MASONRY UNIT

CO CLEANOUT, CASED OPENING,

COMPANY

COL COLUMN

CONC CONCRETE

CONF CONFERENCE

CONN CONNECT(ION)

CONSTR CONSTRUCTION

CONT CONTINUE(OUS)

CONTR CONTRACT(OR)

COORD COORDINATE

CPT CARPET

CSJ CONSTRUCTION JOINT

CSK COUNTER SUNK

CT CERAMIC TILE, COUNT, CURRENT

TRANSFORMER

CTR CENTER

CW COLD WATER PIPING, CASEMENT

WINDOW

CU CUBIC

CUH CABINET UNIT HEATER

CU YD CUBIC YARD

D DEEP, DEPTH

D PENNY (NAIL)

db BAR DIAMETER

DBL DOUBLE

DEG DEGREE

DEMO DEMOLITION

DEPT DEPARTMENT

DET DETAIL

DF DRINKING FOUNTAIN

DIA OR ø DIAMETER

DIAG DIAGONAL, DIAGRAM

DIM DIMENSION

DIFF DIFFUSER

DIR DIRECTION

DISP DISPENSER

DIV DIVISION

DMPF DAMP PROOFING

DL DEAD LOAD

DN DOWN

DR DOOR, DRIVE

DS DOWNSPOUT

DW DISHWASHER

DWV DRAINAGE WASTE & VENT

DWG DRAWING

DWL DOWEL

E EAST

EA EACH

EC ELECTRICAL CONTRACTOR

EF EACH FACE

EIFS EXTERIOR INSULATION AND FINISH

SYSTEM

EJ EXPANSION JOINT

ELAS ELASTOMERIC

EL ELEVATION

ELEC ELECTRIC(AL)

ELEV ELEVATOR

EM ENTRY MAT, EXPANDED METAL

EMER EMERGENCY

ENCL ENCLOSURE

ENGR ENGINEER

EOS EDGE OF SLAB

EP ELECTRIC PANEL

EQ EQUAL

EQUIP EQUIPMENT

ES EMERGENCY SHOWER

ETC ET CETERA

ETR EXISTING TO REMAIN

EWC ELECTRIC WATER COOLER

EXIST EXISTING

EXC EXCAVATION, EXCAVATE

EXP EXPAND, EXPANSION

EXT EXTERIOR, EXTERNAL,

EXTINGUISHER

F/F FACE TO FACE

FAAP FIRE ALARM ANNUNCIATOR

PANEL

FACP FIRE ALARM CONTROL PANEL

FD FLOOR DRAIN

FDTN FOUNDATION

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FHC FIRE HOSE CABINET

FIN FINISH(ED)

FIXT FIXTURE

FLASH FLASHING

FLEX FLEXIBLE

FLOUR FLUORESCENT

FLG FLOORING, FLANGE

FO FINISHED OPENING

FP FIRE PROTECTION, FIREPROOF

FRTW FIRE RETARDANT TREATED

WOOD

FT FOOT, FEET

FTG FOOTING

FTR FINNED TUBE RADIATION

FURN FURNACE, FURNITURE, FURNISH

GA GAGE

GALV GALVANIZED

GB GRAB BAR

GC GENERAL CONTRACT(OR)

GFRC GLASS FIBER REINFORCED

CONCRETE

GFRG GLASS FIBER REINFORCED

GYPSUM

GL GLASS, GROUND LEVEL

GL BLK GLASS BLOCK

GLU LAM GLUED LAMINATED BEAM

GR GRADE, GROSS

GWT GLAZED WALL TILE

GYP GYPSUM

GYP BD GYPSUM BOARD

GYP PLAS GYPSUM PLASTER

HB HOSE BIBB

HC HOLLOW CORE, HOSE CABINET

HCP HANDICAPPED

HDW HARDWARE

HDWD HARDWOOD

HM HOLLOW METAL

HO HOLD OPEN

HORIZ HORIZONTAL

HP HIGH POINT, HORSEPOWER

HSS HOLLOW STRUCTURAL SECTION

HT HEIGHT

HTG HEATING

HTR HEATER

HVAC HEATING, VENTILATING AND AIR

CONDITIONING

HW HOT WATER

HYD HYDRANT

ID INSIDE DIAMETER

IN INCHES

INCL INCLUDED

INCAND INCANDESCENT

INFO INFORMATION

INSUL INSULATION

INTERM INTERMEDIATE

INT INTERIOR

JAN JANITOR

JST JOIST

JT JOINT

KIP 1000 POUNDS

KIT KITCHEN

KO KNOCKOUT

KPL KICK PLATE

L LITER, ANGLE

LAM LAMINATE(D)

LAU LAUNDRY

LAV LAVATORY

LB POUND

LBL LABEL

LD LOAD

LF LINEAR FEET (FOOT)

LH LEFT HAND, LATENT HEAT

LIN LINEAR

LKR LOCKER

LL LIVE LOAD

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

LOC LOCATION

LRFD LOAD & RESISTANCE FACTOR

DESIGN

LT LIGHT

LTG LIGHTING

LWC LIGHT-WEIGHT CONCRETE

MACH MACHINE

MAINT MAINTENANCE

MAS MASONRY

MATL MATERIAL

MAX MAXIMUM

MC MECHANICAL CONTRACTOR

MCB METAL CORNER BEAD

MDO MEDIUM DENSITY OVERLAY

MDF MEDIUM DENSITY FIBERBOARD

MECH MECHANICAL

MEP MECHANICAL, ELECTRICAL,

PLUMBING AND FIRE

PROTECTION

MEZZ MEZZANINE

MFR MANUFACTURER

MH MANHOLE

MM MILLIMETER

MIN MINIMUM

MISC MISCELLANEOUS

MLWK MILLWORK

MO MASONRY OPENING

MRK BD MARKER BOARD

MTD MOUNTED

MTL METAL

MULL MULLION

N NORTH

NAT NATURAL

NCOMBL NONCOMBUSTIBLE

NIC NOT IN CONTRACT

NO OR # NUMBER

NOM NOMINAL

NORM NORMAL

NRC NOISE REDUCTION COEFFICIENT

NTS NOT TO SCALE

NWC NORMAL WEIGHT CONCRETE

O/O OUT TO OUT

OA OVERALL, OUTSIDE AIR

OC ON CENTER

OD OUTSIDE DIAMETER

OF/CI OWNER FURNISHED, CONTACTOR

INSTALLED

OF/OI OWNER FURNISHED, OWNER

INSTALLED

OFD OVERFLOW DRAIN

OFF OFFICE

OH OVERHANG

OH DR OVERHEAD (COILING) DOOR

OPNG OPENING

OPP OPPOSITE

OPH OPPOSITE HAND

OPT OPTIONAL, OPTIMUM

OZ OUNCE

PA PUBLIC ADDRESS

PBD PARTICLEBOARD

PC PLUMBING CONTRACTOR,

PORTLAND CEMENT

PCC PRECAST CONCRETE

PCT PORCELAIN CERAMIC TILE

PED PEDESTAL

PEND PENDANT

PERF PERFORATED

PGBD PEG BOARD

PL PLATE, PROPERTY LINE

PLF PONDS PER LINEAR FOOT

PLAM PLASTIC LAMINATE

PLAS PLASTER

PLB PLUMBING

PLYWD PLYWOOD

PNL PANEL

POL POLISHED

PORC PORCELAIN

POS POSITIVE, POSITION

PPT PRESSURE-PRESERVATIVE

TREATED

PR PAIR

PREFAB PREFABRICATE

PREFIN PREFINISH

PREP PREPARATION

PROJ PROJECT

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT PAINT, POST TENSION

PTN PARTITION

PVC POLYVINYL CHLORIDE (PLASTIC)

PVG PAVING

QT QUARRY TILE

QTR QUARTER

QTY QUANTITY

RB RUBBER BASE, RESILIENT BASE

RCP REINFORCED CONCRETE PIPE,

REFLECTED CEILING PLAN

RD ROOF DRAIN, ROAD

REC RECESSED

REF REFRIGERATOR

REFL REFLECT

REG REGISTER, REGULATION

REINF REINFORCED

REQD REQUIRED

RESIL RESILIENT

REV REVISION

RF RESILIENT FLOORING

RFG ROOFING

RH RIGHT HAND, ROOF HATCH

RM ROOM

RO ROUGH OPENING

ROW RIGHT OF WAY

RTU ROOF TOP UNIT

RV ROOF VENT

RWB RUBBER WALL BASE

S SOUTH

SAB SOUND ATTENUATION BATTS

SAN SANITARY

SC SOLID CORE, SHADING

COEFFICIENT

SCHED SCHEDULE

SEAL SEALER ON FLOOR (FINISH)

SECT SECTION

SF SQUARE FOOT, SAFETY FACTOR

SGT STRUCTURAL GLAZED TILE

SHT SHEET

SHR SHOWER

SIM SIMILAR

SOG SLAB ON GRADE

SP STANDPIPE, SUMP PIT

SPA SPACES

SPKR SPEAKER

SPEC SPECIFICATION

SQ SQUARE

SRD SECONDARY ROOF DRAIN

SS SERVICE SINK

SSM SOLID SURFACE MATERIAL

SSP STAINLESS STEEL PIPE

SST STAINLESS STEEL

STA STATION

STC SOUND TRANSMISSION CLASS

STD STANDARD

STIFF STIFFENER

STL STEEL

STOR STORAGE

STR STRAIGHT, STRINGERS

STRUCT STRUCTURAL

SUSP SUSPENDED

SV SHEET VINYL

SY SQUARE YARD

T TREAD

T/ TOP OF

T&B TOP AND BOTTOM

T&G TONGUE AND GROOVE

TEL TELEPHONE

THRES THRESHOLD

TEMP TEMPORARY

TER TERRAZZO

THK THICK(NESS)

TK BD TACK BOARD

TMPD TEMPERED

TOC TOP OF CONCRETE

TOM TOP OF MASONRY

TOPO TOPOGRAPHY, TOPOGRAPHIC

TOS TOP OF STEEL

TOW TOP OF WALL

TPD TOILET PAPER DISPENSER

TSTAT THERMOSTAT

TYP TYPICAL

U HEAT TRANSFER COEFFICIENT

UC UNDERCUT

UCL UNDER CABINET LIGHTING

UGND UNDERGROUND

UH UNIT HEATER

UL UNDERWRITER'S

LABORATORIES

UNEX UNEXCAVATED

UNFIN UNFINISHED

UON UNLESS OTHERWISE NOTED

UTIL UTILITY

UV UNIT VENTILATOR

VARN VARNISH(ED)

VB VINYL BASE

VCT VINYL COMPOSITION TILE

VENT VENTILATION

VERT VERTICAL

VEST VESTIBULE

VIF VERIFY IN FIELD

VIN VINYL

VOL VOLUME

VR VAPOR RETARDER

VT VINYL TILE

V SHT VINYL SHEET

W WEST

W/ WITH

WC WATER CLOSET

W/O WITHOUT

WD WOOD

WDW WINDOW

WF WIDE FLANGE

WD GD WOOD GUARD

WH WATER HEATER

WI WROUGHT IRON

WM WIRE MESH

WP WATERPROOFING, WORKING

POINT

WR WATER REPELLENT, WEATHER

RESISTANT

W RECPT WASTE RECEPTACLE

WSCT WAINSCOT

WT WEIGHT, WATERTIGHT, WATER

TABLE

WWF WELDED WIRE FABRIC

X BY

YD YARD

C12 A C12

A-XXX

A-XXX

A-XXX

X

X SCALE: X"=1'-0"

TITLE

B

A

8'-0" AFF

BATT INSULATION

RIGID INSULATION

WOOD BLOCKING OR SHIMSTONE

GRAVEL OR CRUSHED STONE

WOOD FRAMING (CONTINUOUS)

FINISH WOOD

STEEL-LARGE-SCALE

STEEL-SMALL-SCALE

PLYWOOD

CONCRETE

CONCRETE MASONRY UNIT

BRICK

(Other metals as noted)

NOTATION

SECTION CUT OFFSET CUT

WALL SECTION CUT

DETAIL-BLOW UP

ELEVATION

INTERIOR ELEVATIONS

DETAIL-CUT

PARTITION TYPE

ROOM NUMBER

DOOR NUMBERS

WINDOW TYPES

REVISION

AND

ANGLE

SQUARE

NUMBER OR

POUND& #

DIAMETER

Lor

AT

OR

OR

ø

UNDISTURBED EARTH

001 100-A

DETAIL NO.

STRUCTURAL

GRID

DETAIL NO.

DRAWING NO.

VIEWING

DIRECTION

DETAIL NO.

DRAWING NO.

DETAIL NO.

DRAWING NO.

VIEWING DIRECTION

DETAIL NO.

DRAWING NO.

DRAWING NO.

ELEVATIO

N

NO.

PLAN KEY NOTE

DEMOLITION KEY NOTE

CEILING TYPE AND ELEVATION

DRAWING SYMBOLS

MATERIAL SYMBOLS

(Other metals as noted)

A-XXX

X

A-XXX

X

A-XXX

X

GYPSUM, SAND, MORTAR

A-XXX

X

DRAWING NO.

ELEVATION NO.

PROJECT DATA

TITLE SHEET AND

DRAWING INDEX

G-0016/27/2024

EXTERIOR DOOR

REPLACEMENT

CONSTRUCTION

DOCUMENTS

528A5-24-510

EXTERIOR DOOR REPLACEMENT

CONSTRUCTION DOCUMENTS

GENERAL

G-001 TITLE SHEET AND DRAWING INDEX

ARCHITECTURAL

A-101 DOOR SCHEDULE AND DETAILS

BATH CAMPUS

BA-100 BATH CAMPUS PLAN

BA-101 BUILDING 14_DEMO

BA-102 BUILDING 14_NEW

BA-103 BUILDING 15_DEMO & NEW

BA-104 BUILDING 16_DEMO & NEW

BA-105 BUILDING 24_DEMO

BA-106 BUILDING 24_NEW

BA-107 BUILDING 30_DEMO & NEW

BA-108 BUILDING 32_DEMO & NEW

BA-109 BUILDING 39_DEMO & NEW

BA-110 CORRIDOR 4_DEMO & NEW

BA-111 CORRIDOR 5_DEMO & NEW

BA-112 BUILDING 76_DEMO

BA-113 BUILDING 76_NEW

BA-114 BUILDING 76_ANNEX_DEMO & NEW

BA-115 BUILDING 78_DEMO

BA-116 BUILDING 78_NEW

BA-117 BUILDING 104_DEMO

BA-118 BUILDING 104_NEW

CANANDAIGUA CAMPUS

CA-100 CANANDAIGUA CAMPUS PLAN

CA-101 BUILDING 5_DEMO

CA-102 BUILDING 5_NEW

CA-103 BUILDING 6_DEMO

CA-104 BUILDING 6_NEW

CA-105 BUILDING 7 GROUND_DEMO

CA-106 BUILDING 7 GROUND_NEW

CA-107 BUILDING 7 FIRST FLOOR_DEMO

CA-108 BUILDING 7 FIRST FLOOR_NEW

CA-109 BUILDING 8 GROUND_DEMO

CA-110 BUILDING 8 GROUND_NEW

CA-111 BUILDING 8 FIRST FLOOR_DEMO

CA-112 BUILDING 8 FIRST FLOOR_NEW

CA-113 BUILDING 36_DEMO

CA-114 BUILDING 36_NEW

CA-115 BUILDING 37_DEMO

CA-116 BUILDING 37_NEW

CA-117 BUILDING 118_DEMO

CA-118 BUILDING 118_NEW

OCCUPANCY CLASS NA

CONSTRUCTION CLASS NA

FIRE RATING

STRUCTURAL FRAME

FLOOR CONSTRUCTION

ROOF CONSTRUCTION

NA

NA

NA

TOTAL BUILDING AREA

FIRE PROTECTION

SPRINKLER SYSTEM

STANDPIPE SYSTEM

FIRE ALARM SYSTEM

NA

NA

NA

HIGHEST LEVEL OF ALTERATION I

SEE CODE COMPLIANCE PLANS FOR EXTENT OF WORK

PROJECT GENERAL NOTES:

GENERAL NOTES APPLY TO ALL DRAWINGS IN THIS SET

ALL EXISTING DIMENSIONS AND CONDITIONS ARE APPROXIMATE. CONTRACTOR IS TO VERIFY ALL CRITICAL DIMENSIONS TO COMPLETE THE WORK AS SHOWN.

IF DISCREPANCIES EXCEED ACCEPTABLE TOLERANCES, CONTRACTOR TO NOTIFY COR PRIOR TO PERFORMING ASSOCIATED WORK

EVERY ATTEMPT HAS BEEN MADE TO INDICATE PERTINENT EXISTING UTILITIES AND CONDITIONS AS ACCURATELY AS POSSIBLE FROM EXISTING SURVEYS, DRAWINGS AND OTHER DATA. PRIOR TO THE BID OPENING, CONTRACTOR SHALL WALK THE JOB SITE AND SATISFY THEMSELVES TO EXISTING CONDITIONS.

THE COR SHALL BE CONSULTED WHEN ANY QUESTIONS ARISE RELATIVE TO WORK NOT SPECIFICALLY SHOWN OR SPECIFIED

CONTRACTOR IS RESPONSIBLE FOR ALL WORK NOT SHOWN OR SPECIFIED BUT IS REQUIRED TO ACHIEVE THE DESIRED OUTCOME, DESIGN, AND

PERFORMANCE

ALL EXISTING WORK DISTURBED BY NEW CONSTRUCTION, INCLUDING ELECTRICAL, STRUCTURAL, ETC. SHALL BE PROTECTED, PATCHED, AND REPAIRED TO RESTORE SURFACES TO THE ORIGINAL CONDITION, AFTER INSTALLATION OF NEW WORK. WORK THAT INVOLVES TEMPORARY DISCONNECT OF ELECTRICAL OR SECURITY SYSTEMS AT LOCATIONS MUST BE COORDINATED WITH COR. CONTRACTOR IS RESPOSIBLE FOR ENSURING SAFE CONDITIONS AND MUST FOLLOW

ALL LOCK OUT TAG OUT PROCEEDURES.

PENETRATIONS SHALL BE SEALED TO BE WEATHER-TIGHT. WHERE PENETRATIONS ARE THROUGH RATED ASSEMBLIES, PENETRATION SHALL INCLUDE FIRE RATED ASSEMBLIES AND SEALANTS AND BE IN ACCORDANCE WITH UL LISTED THROUGH-PENETRATION FIRESTOP SYSTEMS. NON RATED PENETRATIONS THROUGH INTERIOR BARRIERS SHALL HAVE ITS ANNULAR SPACE FILLED WITH NON-COMBUSTIBLE MATERIAL TO PREVENT THE PASSAGE OF FLAME, SMOKE FUMES, AND HOT GASSES. COMBUSTIBLE PENETRATING ITEMS SHALL NOT PENETRATE MORE THAN 1 FLOOR ASSEMBLY

PRIME CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF WORK AMONGST ALL CONTRACT TRADES. SINGULAR DRAWING SERIES MAY CONTAIN MULTIPLE

TRADES WORK. WORK MAY REQUIRE COORDINATION BETWEEN 1 OR MORE DRAWING SERIES

ALL EXTERIOR DOORS SHALL BE SECURED TO MAINTAIN SECURITY OF ANY GIVEN SPACE AND SHALL BE SEALED TO PREVENT WEATHER INFILTRATION .

NO SINGLE OPENING SHALL BE CLOSED FOR MORE THAN 1 (ONE) WORK WEEK. ANTICIPATION OF EXTENDED TIME PER OPENING MUST BE APPROVED BY AND

IS AT THE DISCRETION OF THE COR.

ALL DAMAGED SURFACES CAUSED BY THE WORK SHALL BE PATCHED TO MATCH EXISTING INCLUDING BUT NOT LIMITED TO, MASONRY, PLASTER, DRYWALL, PAINT, FLOORING, OTHER FINISHES, ETC.

THIS PROJECT TAKES PLACE ON 2 (TWO) SEPERATE CAMPUSES IN THE VA FLCS. EACH CAMPUS WILL REQUIRE STAGING AND CONDITIONS / REQUIREMENTS MAY VARY SLIGHTLY GIVEN THE AGE, STYLE AND POPULATION OF EACH LOCATION. EACH CAMPUS IS LOCATED ROUGHLY 1 HR FROM THE OTHER. WORK AT 1 (ONE) TIME SHALL BE RESTRICTED TO 1 (ONE) CAMPUS AND MAY NOT RUN CONCURRENTLY UNLESS A PLAN IS REVIEWED WITH AND APPROVED BY COR.

REVISIONS

no. date description

FLHCS BATH AND CANANDAIGUA

N/A

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

FINGER LAKES HEALTH CARE SYSTEM

NUMBER

DOOR SCHEDULE

LEAFS WIDTH HEIGHT THICKNESS HARDWARE TYPE MATERIAL FINISH TYPE MATERIAL FINISH HEAD/JAMB GLASS COMMENTS

DOORS FRAMES

DEPTH

14-1 14-2 14-3 14-4 15-1 15-2 15-3 15-4 15-5 15-6 15-7 16-1 24-1 24-2 24-3 24-4 30-1 30-2 30-3 32-1 32-2 34-1 39-1 39-2 76-1 76-2 76-3 76-4 76-5 78-1 104-1 104-2 104-3 104-4 5-1 5-2 5-3 5-4 5-5 5-6 5-7 5-8 5-9 5-10 5-11 6-1 6-2 7-1 7-2 7-3 8-1 8-2 8-3 8-4 8-5 8-6 8-7 36-1 36-2 36-3 36-4 36-5 37-1 37-2 37-3 118-1 118-2 118-3 118-4

B A

TH

C A M

PU

S

C A N A N D A

IG

U A C A M

PU

S

3'-11"1

2" D1-A HM PT A1 5" GL-1

3'-4" D1-A A1 3'-4" A1 3'-4" A1 3'-4" A1 3'-4" B1-C 9'-0" D4 - 9'-0" 8'-0" 8'-0" 8'-0" 6'-4" D1-A A1 5'-4 1/2" A1 3'-4 1/2" B1-B

5'-3" 3'-4" 3'-4" 3'-7 1/2" 3'-4" 4'-0"

3'-10" 4'-2" D3 4'-0" D3

4'-5" D2

5'-4" D7-A

D1-C A1-A D7-B D1-C D7-C D8 D5

3'-8" D1-B C2-D 5'-2" C2-D

C2-A C2-A

3'-9" C2-A 3'-8" C2-D 3'-8" C2-D 3'-9" C2-A 3'-9" C2-A 3'-8" C2-C 3'-8" C2-C

4'-10" ETR

4'-2" A1-B 3'-11" A1-A 3'-11" A1-A 3'-11" C2-B 4'-0" A1-A 3'-11" C2-A 4'-0" A1-A 4'-0" A1-A 3'-6" C1 3'-4" C2-A 3'-4" C2-A 6'-4" C2-A

8'-0" 8'-0" 8'-0" 7'-4" 7'-4" 7'-4"

9'-6"

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

7'-0" 7'-0"

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

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

7'-0"

8'-0" 8'-0" 8'-0" 8'-0" 7'-0" 8'-0" 7'-0" 8'-0" 9'-1 1/2" 7'-0"

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

D1-A D1-A D1-A D1-A

D4 D4 D4 D4

D1-A D1-A

D1-B D1-B D1-B D1-B D1-B D1-B

D1-B

D1-B D1-B D1-B D1-B D1-B D1-B D1-B D1-B D1-B D1-B D6 D1-B D1-B D1-B D1-B D1-B D1-B D1-B D1-B D3 D1-A D1-A D1-A

HM

HM

HM

HM

HM

OVR HD

HM

HM

HM

HM

HM

HM

HM

HM

HM

HM

ALUM

ALUM

ALUM

HM

HM

HM

HM

HM

HM

HM

HM

HM

HM

HM

HM

HM

HM

HM

HM

HM

HM

HM

HM

ALUM

HM

HM

HM

PT

PT

PT

PT

PT

OVR HD

OVR HD

OVR HD

OVR HD

PRE FIN

PRE FIN

PRE FIN

PRE FIN

PRE FIN

PT

PT

PT

PT

PT

PT

PT

PT

PT

PT

PT

PT

PT

PT

PT

PT

PT

PT

PT

PT

PT

PT

PT

PT

PT

PT

PT

PT

PT

PT

PT

PT

PT

PT

PT

PT

PT

PT

PT

PT

PT

PT

PT

WHITE

WHITE

CLR ANO

DK BRNZ

STEEL

STEEL

STEEL

STEEL

STEEL

HM

HM

HM

HM

HM

HM

A1 A1 A1

A1 A1

B4

A1 B1-A B2

B3

5" 5" 5" 5" 5"

5" 5" 5"

5" 5" 5" 5" 5" 5"

5" 4" 4"

6"

5"

5"

5"

7" 9" 7" 9" 9" 7" 7" 9" 9" 7" 7" 9" 7" 7" 10" 8" 7" 7" 7" 4" 9" 9" 9"

HM

HM

HM

HM

HM

HM

HM

HM

HM

HM

HM

HM

HM

HM

HM

HM

HM

HM

HM

HM

HM

HM

HM

HM

WD

HM

HM

HM

HM

HM

HM

HM

HM

HM

HM

HM

ALUM

ALUM

ALUM

ALUM

PT

PT

PT

PT

PT

PT

PRE FIN

PRE FIN

PRE FIN

PRE FIN

PRE FIN

PT

PT

PT

PT

PT

PT

PT

PT

PT

PT

PT

PT

PT

PT

PT

PT

PT

PT

PT

PT

PT

PT

PT

PT

PT

PT

PT

PT

PT

PT

PT

PT

PT

WHITE

WHITE

CLR ANO

DK BRNZ

GL-1

GL-1

GL-1

GL-1

GL-1

GL-1

GL-1

GL-1/2

GL-2

GL-2

GL-2

GL-2

GL-2

GL-2

GL-2

GL-1

GL-1

GL-1

GL-2

GL-2

GL-2

GL-2

GL-2

GL-2

GL-2

GL-2

GL-2

GL-2

GL-2

GL-2

GL-2

GL-2

GL-2

GL-2

GL-2

GL-2

GL-2

GL-1

GL-1

GL-1

GL-1

GENERAL NOTES:

1. ALL DOORS TO BE INSULATED WHEN POSSIBLE

2. HARDWARE MOUNTING HEIGHT TO MEET VA/ADA REQUIREMENTS

3. ALL ROUGH OPENINGS AND EXISTING CONDITIONS SHALL BE VERIFIED PRIOR TO ORDERING ANY DOORS OR FRAMES. NOTIFY COR OF ANY DISCREPANCIES IMMEDIATELY UPON DISCOVERY.

4. ROUGH OPENINGS SHALL BE PROTECTED AND PATCHED TO MATCH EXISTING

5. COORDINATE WITH COR FOR DOORS REQUIRING POWER CONNECTIONS FOR ALL SHUTDOWNS.

6. ALL DOORS TO RECEIVE ALUMINUM THRESHOLD COMPATIBLE WITH OPENING.

7. PRIOR TO INSTALL, CLEAN ANY EXPOSED LINTEL OF ANY RUST OR FLAKING PAINT. PRIME AND PAINT PRIOR TO INSTALL OR NEW DOOR. NOTIFY COR OF CORRODED LINTELS IMMEDIATELY

UPON DISCOVERY AND PROVIDE TEMPORARY SHORING OF ROUGH OPENING.

8. PAINT (PT) COLORS SHALL BE SELECTED BY VA COR.

9. DOOR TYPES D6, D7-A, B, C, D8 AND D9 ARE EXISTING TO REMAIN. SEE NOTES AND DETAILS FOR WORK TO BE PERFORMED.

10. ALL OPENINGS SHALL REMAIN WEATHERTIGHT AND SECURE THROUGHOUT CONSTRUCTION. CLOSURE OF EXITS SHALL BE COORDINATED WITH LOCAL VAFD. NUMBER OF EXITS CLOSED AT

ONE TIME MAY BE LIMITED TO MAINTAIN SUFFICIENT EMERGENCY EGRESS.

11. CONTRACTOR IS RESPONSIBLE FOR POSTING ALL INTERIOR AND EXTERIOR DETOUR SIGNAGE AS DIRECTED BY COR AND VAFD.

12. CONTRACTOR SHALL MAKE ALL EFFORT TO LIMIT THE CLOSURE DURATION OF A SINGLE OPENING TO LESS THAN 1 WEEK.

13. HM DOORS AND FRAMES SHALL BE A60 GALVANNEALED COATING AND PAINTED PER THE STANDARD SELECTION FOR EACH SITE. UNDERSIDE OF DOOR SHALL BE SEALED AND PAINTED TO

ENSURE PROTECTION FROM ALL WEATHER.

14. PROVIDE AND PREPARE FRAMES/DOOR/HARDWARE FOR ELECTRICAL COMPONENTS AS NECESSARY TO MEET DOOR OPERATIONS / FUNCTIONAL DESCRIPTION. EXISTING WIRING MAY BE REUSED. IF WIRING OR COMPONENTS ARE FOUND TO BE UNSUITABLE, CONTACT COR IMMEDIATELY BEFORE PROCEEDING. ALL WIRING SHALL BE RUN WITHIN FRAMES, DOORS AND FRAMES SHALL

BE PREPARED FOR ANY INTEGRAL HARDWARE.

DOOR SPECIFIC NOTES:

1. EXISTING DOOR IS ALARMED, RECONNECT NEW DOOR TO EXISTING ALARM DEVICE

2. EXISTING DOOR UTILIZES AUTOMATIC ACTUATOR/OPENER. NEW DOOR SHALL BE POWERED OPENER AND UTILIZE EXISTING ACTUATOR AND POWER SUPPLY.

3. EXISTING DOOR UTILIZES PIV ACCESS CONTROL. NEW DOOR AND HARDWARE SHALL BE COMPATIBLE WITH EXISTING ACCESS CONTROL AND MAINTAIN EXISTING ACCESS OPERATIONS.

4. STRIP AND PAINT EXISTING TRIM PRIOR TO INSTALL. OVERHEAD DOOR SHALL BE MANUAL OPERATION AND LOCKABLE.

5. DOOR LEAFS ARE UNEVEN. 1 LEAF SHALL BE 42" WITH REAMING LEAF TBD BY ROUGH OPENING. REMAINING LEAF SHALL BE SOLID WITH NO GLAZING AND CONTAIN INTEGRATED FLUSH BOLTS

AND RECEIVERS TO ALLOW OPTIONAL OPERATION OF LEAF.

6. DOOR SHALL UTILIZE EXISTING ELECTRICAL CONNECTION. DOOR SHALL OPERATE UTILIZING MOTION SENSORS CALIBRATED TO OPEN WITHIN 5' OF DOOR.

7. EXISTING DOOR AND FRAME TO BE REPAIRED, REFINISHED AND REINSTALLED. EXISTING PAINT AND FINISH TO BE REMOVED AND SHALL BE REPAIRED, PAINTED, AND SEALED PRIOR TO INSTALL AND NEW HARDWARE. SEE ENLARGED RESTORATION DOOR ELEVATIONS FOR MORE DETAIL. EXISTING PAINT MAY CONTAIN LEAD.

8. EXISTING DOOR IS TACK WELDED TO STEEL SUPER-STRUCTURE. NEW DOOR MAY REQUIRE MINOR WELDING TO SECURE FRAME IN OPENING.

9. EXISTING WOOD DOOR TO BE REPAIRED, REFINISHED, AND REINSTALLED. RESTORATION OF DOOR INCLUDES EXISTING DECORATIVE GLASS GRILL. MODIFY FOR NEW HARDWARE AS NEEDLED.

PROVIDE NEW FRAME AS SCHEDULED.

10. DOOR AND FRAME WILL BE PROVIDED BY VA AND INSTALLED BY CONTRACTOR. CONTRACTOR TO PROVIDE ALL HARDWARE, ANCHORS, ETC.

11. DOOR/FRAME CONTAINS EXISTING AIR CURTAIN DEVICE TO BE REINSTALLED INTO NEW FRAME. COORDINATE SIZE AND REQUIREMENTS FOR REINSTALLATION.

12. EXISTING DOOR AND FRAME TO BE REPAIRED, REFINISHED AND REINSTALLED. EXISTING FINISH TO BE REMOVED AND SHALL BE REPAIRED, STAINED, AND SEALED PRIOR TO INSTALL AND NEW HARDWARE. SEE ENLARGED RESTORATION DOOR ELEVATIONS FOR MORE DETAIL. EXISTING FINISH MAY CONTAIN LEAD. FRAME AND DOOR TO BE MODIFIED TO SWING DOOR OUTWARD.

13. DOOR SHALL MEET ALL REQUIREMENTS IN CASE OF EMERGENCY TO ALL EGRESS FROM BUILDING IN CASE OF FIRE OR POWER OUTAGE.

3, 10

1, 10

2, 3, 6, 13

2, 11

2, 5

5'-4" 5'-4" 5'-4"

5'-4"

5'-4" 6'-3"

3'-4"

3'-4"

3'-4"

2" 2" 2" 2" 2" 2" 2" 2" 2" 2" 2" 2" 2"

2" 2" 2" 2" 2" 2"

2" 2" 2"

2"

2" 2" 2" 2" 2" 2" 2" 2" 2" 2"

2" 2" 2" 2" 2" 2" 2" 2" 2" 2" 2" 2" 2" 2" 2" 2" 2" 2" 2" 2" 2" 2" 2" 2"

D7-A D7-A D7-C

A1-A

ETR

ETR

ETR

ETR

ETR

ETR

ETR

WD

WD

WD

WD

WD

WD

WD

PT

PT

PT

PT

PT

PT

PT

PT

PT

PT

ETR

ETR

ETR

GL-2

GL-2

HM

HM

HM

WD

WD

WD

WD

WD

WD

WD

H1/J1 H1/J1 H1/J1

H1/J1 H1/J1 H1/J1 H1/J1 H1/J1 H1/J1 H1/J1 H1/J1

H2/J2

ETR

ETR

ETR

ETR

ETR

ETR

ETR

ETR

H1/J1 H1/J1 H1/J1 H1/J1 H1/J1 H1/J1 H1/J1 H1/J1 H1/J1 H1/J1 H1/J1

H1/J1

H1/J1

H1/J1

H1/J1

H1/J1 H1/J1 H1/J1 H1/J1 H1/J1 H1/J1

H1/J1 H1/J1 H1/J1

H1/J1 H1/J1 H1/J1 H1/J1 H1/J1 H1/J1

H2/J2

H2/J2 H2/J2

ETR

3'-8" 3'-8"

7'-0" 7'-0"

2" 2"3'-4"

3'-4" D1-A D1-A

HM

HM

PT

PT

A2 A2

A1-A A1-A

GL-1

GL-1SEE NOTES

H1/J1PT

PT

5" 5"

HM

HM

7'-2" PT 5" HM3'-2" 2" PTHM H1/J1D1-B GL-2 2

1A 3A 1A 3A 1A

1A 1A 1A 3A 3A 3A 1A 1A 1A 1A 1A 1C

3A 1A

1A

1A

1A

1A

1A

1A 1A 1A 1A 1C

1A 1A 1A 1A

1C 1C

1C

1C

1C 1C

1C

1C

3A 3A

3A

3C

3B

1C

1C 1A 1A 1A

1B

PER MANUF

PER MANUF

PER MANUF

PER MANUF

PER MANUF

3'-4" 3'-0"

6'-10" 7'-0"

D9 D1-C

WD

HM

PT

PT

A1-A B4

5" 5"

HM

HM

PT

PT

ETR

GL-2

2" 2" H1/J1

H1/J1 1A 1A

4'-0" 4'-0" 4'-0" 4'-0"

6'-10" 6'-10" 6'-8" 6'-8"

2" 2" 2"

2"

1A

1A

1A 1A

D5 D1-D D1-D D1-D

HM

HM

PT

PT

HM

HM

PT

PT

5" 5"

HM

HM

PT

PT GL-2H1/J1

H1/J1

5" 5"

HM

HM

PT

PT GL-2H1/J1

H1/J1 GL-2

A1-A

B5 B5

2'-10" 2'-10"

2" 2" 1A

1A HM

HM

PT

PT

7'-0" 7'-0"

B1-D B1-D

10"

10" HM PT GL-2H1/J1

HM PT GL-2H1/J1

D5 D5

A1-A

GENERAL

SHEET(S)

B-101/102 B-101/102 B-101/102 B-101/102 B-103 B-103 B-103 B-103 B-103 B-103 B-103 B-104 B-105/106 B-105/106 B-105/106 B-105/106 B-107 B-111 B-111 B-108 B-108 B-110 B-109 B-109 B-112/113 B-112/113 B-112/113 B-114 B-114 B-115/116 B-117/118 B-117/118 B-117/118 B-117/118 C-101/102 C-101/102 C-101/102 C-101/102 C-101/102 C-101/102 C-101/102 C-101/102 C-101/102 C-101/102 C-103/104 C-103/104 C-103/104 C-105/106 C-107/108 C-107/108 C-109/110 C-109/110 C-111/112 C-111/112 C-109/110 C-109/110 C-111/112 C-113-114 C-113/114 C-113/114 C-113/114 C-113/114 C-115/116 C-115/116 C-115/116 C-117/118 C-117/118 C-117/118 C-117/118

D1-B

GL1

GL2

AS

S

C H

ED

AS SCHED

0' - 6" 0' - 6"

0'

6" 2'

8"

AS

S

C H

ED

0'

4" 0'

6"

2'

9" 0'

2"

0' - 4" 0' - 4"

AS SCHED

2'

5"AS

S

C H

ED

0' - 4" 0' - 4"

AS SCHED

0'

6" 0'

4"

0'

" GL1

D2 D3D1-A

GL1

AS

S

C H

ED

AS SCHED

0' - 6" 0' - 6"

0'

6" 2'

8"

DOOR TYPES - BOTH CAMPUSES

EQ

EQ

EQ

EQ

EQ

EQ

D4

AS

S

C H

ED

AS SCHED

VIEWPORT

PANEL

KEYE'D

LOCK

HANDLE

SEE ADDITIONAL ELEVATIONS FOR EXISTING DOORS TO REMAIN / TO BE RESTORED

D5

AS

S

C H

ED

AS SCHED

D1-C

GL2

AS

S

C H

ED

AS SCHED

0' - 6" 0' - 6"

2'

8" 0'

6"

D1-D

AS

S

C H

ED

AS SCHED

0'

6" 0' - 6" 0' - 8"

2'

8"

AS

S

C H

ED

0'

2"

8'

1/

2"

0' - 2" 0' - 2"

AS SCHED

0'

6"

AS

S C

H

ED

0' - 2"

AS SCHED

0' - 2" +/- 1' - 4 1/2"

0' - 2"

0'

6"

GL1

GL2

AIR

CURTAIN

DEVICE

B1-A B2

AS

S

C H

ED

0'

6"

2'

1/

2" 0'

2"

2'

/2

0'

2"

0' - 2"2' - 5 1/2"0' - 2" 4' - 5" 0' - 2"2' - 5 1/2"0' - 2"

B3

GL1

0'

2"

8'

4"

GL1

0'

6"

AS

S

C H

ED

0'

2"

9'

6"

0' - 2" 0' - 2"

AS SCHED

GL2

B1-B

AS

S

C H

ED

0'

2"

0'

8" 0'

7"

0' - 2"

AS SCHED

0' - 2"

INSULATED

PANEL

B4

0'

2"

AS

S C

H

ED

0' - 2"

AS SCHED

0' - 2"

A1-A

AS

S

C H

ED

0'

2"

2'

2" 0'

2"

2'

2" 0'

2"

0' - 2"

AS SCHED

0' - 2" 2' - 4" 0' - 2"

1'

0"

GL1

C1

AS

S

C H

ED

0'

2"

2'

0" 0'

2"

0' - 2"

AS SCHED

0' - 2"

GL2

C2-A

0'

4"

AS

S C

H

ED

0' - 2"

AS SCHED

0' - 2"

A1-B

9'

4"

AS

S

C H

ED

0'

2"

2'

2" 0'

2"

0' - 2"

AS SCHED

0' - 2"

C2-B

9'

6"11

0" GL2

0'

2"

BATH FRAME TYPES

CANANDAIGUA FRAME TYPES

2'

9" 0'

2"

AS

S

C H

ED

0'

2"

0' - 2" 0' - 2"

AS SCHED

GL1

0'

2"

B1-C

8'

0"

AS

S

C H

ED

0'

2"

2'

6" 0'

2"

0' - 2"

AS SCHED

0' - 2"

C2-C

9'

GL2

AS

S

C H

ED

0'

2"

2'

8" 0'

2"

0' - 2"

AS SCHED

0' - 2"

C2-D

GL2

UNIVERSAL FRAME TYPES

AS

S

C H

ED

0'

2"

1'

0'

2"

0' - 2"

AS SCHED

0' - 2"

B5

AS

S

C H

ED

0'

2"

9'

0"

0' - 2" 0' - 2"

AS SCHED

GL2

0'

2"

B1-D

GL-1 INSULATED, LOW E, IMPACT

SAFETY RATED

GL-2 INSULATED, LOW E, IMPACT

SAFETY RATED W/ INTEGRAL

MUNTINS PER ELEVATIONS

GLAZING TYPES

J-1 H-1

DOOR AS SCHED

EXISTING MASONRY

PERIMETER SEALANT

BOTH SIDES

MASONRY SLEEVE ANCHOR

HOLLOW METAL FRAME

GROUTED SOLID

0' - 2"

0'

2"

AS

S

C H

ED

0'

2"

0'

4"

VARIES

AS SCHED

VA

R

IE

S

AS

S

C H

ED

OUTSIDEINSIDE

O

U

TS

ID

E

IN

SI

D E

EXISTING LINTEL VIF

J-2 H-2

VARIES

VA

R

IE

S

OUTSIDEINSIDE

O U

TS

ID

E

IN

SI

D

E

INTERIOR FINISH (VARIES - MASONRY, PLASTER

DRYWALL, ETC.) REPAIR TO MATCH. FINISH MAY

OVERLAP FRAME IN SOME LOCATIONS

DOOR AS SCHED

EXISTING MASONRY

BACKER ROD AND PERIMETER

SEALANT

EXISTING LINTEL VIF

INTERIOR FINISH (VARIES - MASONRY, PLASTER

DRYWALL, ETC.) REPAIR TO MATCH.

0' - 2"

AS

S

C H

ED

DOOR AS SCHED

DOOR AS SCHED

AS SCHED

0'

2"

PPT WOOD BLOCKING

PPT WOOD BLOCKING

NOTE: CONDITIONS MAY VARY SLIGHTLY BETWEEN OPENINGS.

WHERE OVER-BUILT DECORATIVE FRAMING EXISTS TO REMAIN, PATCH AND REPAIR PRIOR TO DOOR INSTALLATION.

DOOR ELEVATION TYPE D7-A DOOR ELEVATION TYPE D8

- 9

/2

" V

IF

+/- 6' - 3" VIF

EXISTING GLAZING TO REMAIN. REPLACE ANY BROKEN

DOOR ELEVATION TYPE D7-B

- 8

" V

IF

+/- 5' - 4" VIF

EXISTING DECORATIVE TRIM/FRAME

TO REMAIN.

1. CAREFULLY STRIP OF EXISTING PAINT AND

DAMAGED PIECES.

2. PROVIDE NEW TRIM TO MATCH EXISTING

WHERE NEEDED. INFILL ANY ABANDONED

RECEIVERS FOR HARDWARE NO LONGER IN USE.

3. PRIME AND PAINT REPAIRED TRIM AND FRAME.

EXISTING DOOR TO REMAIN.

1. STRIP EXISTING DOOR FINISH TO BARE WOOD AND

CLEANLY REMOVE DAMAGED PIECES

2. PROVIDE REPLACEMENT PIECES AS NEEDED. INFILL

ANY DAMAGED SURFACES AND ABANDONED

OPENINGS.

3. PRIME AND PAINT.

4. PROVIDE NEW FINISH, HARDWARE AND REINSTALL.

5. PROVIDE NEW WEATHER SEALS, CLOSERS,

SWEEPS, ETC.

EXISTING HARDWARE TO BE REPLACED WITH NEW

HARDWARE AS SCHEDULED. REMOVE EXISTING AND

REPAIR ANY HOLES, DAMAGE, AND MISSING TRIM.

PREPARE DOOR TO RECEIVE NEW HARDWARE AS

REQUIRED. STYLE OF NEW HARDWARE MAY VARY

FROM STYLE SHOWN ON DRAWINGS.

+/- 5' - 4" VIF

- 8

" V

IF

INTERIOR EXTERIOR INTERIOR EXTERIOR

DOOR ELEVATION TYPE D7-C

+/- 5' - 4" VIF

INTERIOR EXTERIOR

- 8

" V

IF

EXISTING DECORATIVE TRIM/FRAME

TO REMAIN.

1. CAREFULLY STRIP OF EXISTING PAINT AND

DAMAGED PIECES.

2. PROVIDE NEW TRIM TO MATCH EXISTING

WHERE NEEDED. INFILL ANY ABANDONED

RECEIVERS FOR HARDWARE NO LONGER IN USE.

3. PRIME AND PAINT REPAIRED TRIM AND FRAME.

EXISTING DOOR TO REMAIN.

1. STRIP EXISTING DOOR FINISH TO BARE WOOD AND

CLEANLY REMOVE DAMAGED PIECES

2. PROVIDE REPLACEMENT PIECES AS NEEDED. INFILL

ANY DAMAGED SURFACES AND ABANDONED

OPENINGS.

3. PRIME AND PAINT.

4. PROVIDE NEW FINISH, HARDWARE AND REINSTALL.

5. PROVIDE NEW WEATHER SEALS, CLOSERS,

SWEEPS, ETC.

EXISTING HARDWARE TO BE REPLACED WITH NEW

HARDWARE AS SCHEDULED. REMOVE EXISTING AND

REPAIR ANY HOLES, DAMAGE, AND MISSING TRIM.

PREPARE DOOR TO RECEIVE NEW HARDWARE AS

REQUIRED. STYLE OF NEW HARDWARE MAY VARY

FROM STYLE SHOWN ON DRAWINGS.

INTERIOR EXTERIOR

SECTION THROUGH TRIM

AND FRAME. VIF

INTERIOR

EXTERIOR

INTERIOR EXTERIOR

- 6

" V

IF

- 1

/4

" V

IF

+/- 4' - 10" VIF

EXISTING GLAZING TO REMAIN. REPLACE

ANY BROKEN

EXISTING DECORATIVE TRIM/FRAME

TO REMAIN.

1. CAREFULLY STRIP OF EXISTING PAINT AND

DAMAGED PIECES.

2. PROVIDE NEW TRIM TO MATCH EXISTING

WHERE NEEDED. INFILL ANY ABANDONED

RECEIVERS FOR HARDWARE NO LONGER IN

USE.

3. PRIME AND PAINT REPAIRED TRIM AND FRAME.

EXISTING DOOR TO REMAIN.

1. STRIP EXISTING DOOR FINISH TO BARE WOOD AND

CLEANLY REMOVE DAMAGED PIECES.

2. PROVIDE REPLACEMENT PIECES AS NEEDED. INFILL

ANY DAMAGED SURFACES AND ABANDONED

OPENINGS.

3. PRIME AND PAINT.

4. PROVIDE NEW FINISH, HARDWARE AND REINSTALL.

5. PROVIDE NEW WEATHER SEALS, CLOSERS,

SWEEPS, ETC.

EXISTING HARDWARE TO BE REPLACED WITH

NEW HARDWARE AS SCHEDULED. REMOVE

EXISTING AND REPAIR ANY HOLES, DAMAGE,

AND MISSING TRIM. PREPARE DOOR TO

RECEIVE NEW HARDWARE AS REQUIRED.

STYLE OF NEW HARDWARE MAY VARY FROM

STYLE SHOWN ON DRAWINGS.

DOOR ELEVATION TYPE D6

EXISTING OPERABLE TRANSOM TO BE INCLUDED

RESTORATION OF DOOR AND FRAME. EXISTING

HARDWARE TO REMAIN. CLEAN REPAIR AS NEEDED

HARDWARE TYPES:

CONTINUOUS HINGE

KICK PLATE

SURFACE CLOSER

RIM EXIT DEVICE

KEYED LEVER

DOOR SILENCER

WEATHER SEAL

HARDWARE SET 1A: EXIT/ENTRY

CONTINUOUS HINGE

KICK PLATE

SURFACE CLOSER

RIM EXIT DEVICE

KEYED LEVER

DOOR SILENCER

WEATHER SEAL

REQUEST FOR EXIT SENSOR

PIV READER (EXISTING)

HARDWARE SET 2: EXIT/ENTRY W/ PIV

DOOR IS MANUAL OPEN WITH AUTOMATIC SOFT CLOSER.

INSIDE HARDWARE SHALL CONSIST OF DOGABLE LOW

PROFILE PANIC DEVICE. EXTERIOR SHALL CONSIST OF

ACCESSIBLE LEVER WITH BEST LOCK COMPATIBLE

CYLINDER (CYLINDER TO BE PROVIDED BY VA)

DOOR IS MANUAL OPEN WITH AUTOMATIC SOFT CLOSER.

INSIDE HARDWARE SHALL CONSIST OF DOGABLE LOW

PROFILE PANIC DEVICE AND A CALL FOR ACCESS SENSOR

OR INTEGRATED INTO PANIC DEVICE. EXTERIOR SHALL

CONSIST OF ACCESSIBLE LEVER WITH BEST LOCK

COMPATIBLE CYLINDER (CYLINDER TO BE PROVIDED BY VA).

HARDWARE SHALL ALSO BE COMPATIBLE AND CONNECTED

TO EXISTING PIV READER DEVICE FOR SECURE ACCESS

INTO BUILDING WITH FREE EXITING VIA CALL OR ACCESS

SENSOR.

CONTINUOUS HINGE

KICK PLATE

POWERED SURFACE OPENER/CLOSER

RIM EXIT DEVICE

KEYED LEVER

ELECTRIC STRIKE

DOOR SILENCER

WEATHER SEAL

ACTUATOR (EXISTING)

HARDWARE SET 3A: EXIT/ENTRY W/ POWERED ACTUATOR/OPENER

DOOR IS POWERED OPEN WITH AUTOMATIC SOFT

CLOSER. INSIDE HARDWARE SHALL CONSIST OF

DOGABLE LOW PROFILE PANIC DEVICE. EXTERIOR SHALL

CONSIST OF ACCESSIBLE LEVER WITH BEST LOCK

COMPATIBLE CYLINDER (CYLINDER TO BE PROVIDED BY

VA). POWERED OPENER SHALL BE CONNECTED TO

EXISTING ACTUATOR BUTTON(S) AND OPERATE UNDER

THE SAME ACCESS CONTROL AS EXISTING. ELECTRIC

STRIKE SHALL ALLOW AUTOMATIC OPENING OF DOOR

WHEN ACTUATOR IS ENGAGED.

CONTINUOUS HINGE

KICK PLATE

POWERED SURFACE CLOSER

RIM EXIT DEVICE

KEYED LEVER

ELECTRIC STRIKE

DOOR SILENCER

WEATHER SEAL

ACTUATOR (EXISTING)

INTEGRATED FLUSH BOLT (TOP ONLY)

VERTICAL RODS (TOP ONLY)

PUSH PLATE (INTERIOR)

PULL PLATE (EXTERIOR)

HARDWARE SET 3B: EXIT/ENTRY W/ POWERED ACTUATOR/OPENER - 2 LEAFS

DOOR IS POWERED OPEN WITH AUTOMATIC SOFT CLOSER.

INSIDE HARDWARE SHALL CONSIST OF DOGABLE LOW

PROFILE PANIC DEVICE. EXTERIOR SHALL CONSIST OF

ACCESSIBLE LEVER WITH BEST LOCK COMPATIBLE

CYLINDER (CYLINDER TO BE PROVIDED BY VA). POWERED

OPENER SHALL BE CONNECTED TO EXISTING ACTUATOR

BUTTON(S) AND OPERATE UNDER THE SAME ACCESS

CONTROL AS EXISTING. UNEVEN LEAFS; LARGE LEAF SHALL

ONLY USE POWERED OPENER AND EXIT DEVICE. SMALLER

LEAF SHALL BE MANUAL OPERATION WITH INTERIOR PUSH

PLATE, EXTERIOR PULL PLATE, AND INTEGRAL FLUSH BOLT

TO SECURE WHEN NOT IN USE. SMALL LEAF MAY REQUIRE

INTEGRATED ELECTRIC STRIKE TO ALLOW LARGE LEAF TO

OPERATE AND ALLOW AUTOMATIC OPENING OF DOOR WHEN

ACTUATOR IS ENGAGED.

MOTOR DRIVE UNIT

SENSORS

SLIDE CONTROLLER

KEYED LOCK

PIV CARD READER (EXISTING)

SCHEDULED OPERATOR

WEATHER SEAL

HARDWARE SET 4: AUTO OPEN

DOOR IS POWERED OPEN/CLOSE UTILIZING SENSORS (BOTH

SIDES) TO AUTOMATICALLY OPEN WHEN APPROACHED.

DURING OFF HOURS, INTERIOR SENSOR SHALL REMAIN

ACTIVE FOR EXITING, EXTERIOR SENSOR SHALL

AUTOMATICALLY BE DISABLED VIA A SET SCHEDULE SET BY

THE VA. EXISTING EXTERIOR BADGE READER SHALL OPEN

THE DOOR WHILE IN OFF HOURS IF PERMISSION IS GIVEN.

POWER BUTTON SHALL ALLOW DISABLING OF MOTOR WITH

BEST COMPATIBLE KEYED LOCK TO ALLOW DOORS TO BE

SECURED. (CYLINDER TO BE PROVIDED BY VA).

COORDINATE WITH SITE SECURITY FOR INTEGRATION OF

BADGE READER AND SECURED ACCESS.

CONTINUOUS HINGE

KICK PLATE

SURFACE CLOSER

RIM EXIT DEVICE

KEYED LEVER

DOOR SILENCER

WEATHER SEAL

ALARM DEVICE (EXISTING)

HARDWARE SET 1B: EXIT/ENTRY W/ ALARM

DOOR IS MANUAL OPEN WITH AUTOMATIC SOFT CLOSER.

INSIDE HARDWARE SHALL CONSIST OF DOGABLE LOW

PROFILE PANIC DEVICE. EXTERIOR SHALL CONSIST OF

ACCESSIBLE LEVER WITH BEST LOCK COMPATIBLE

CYLINDER (CYLINDER TO BE PROVIDED BY VA). EXISTING

ALARM DEVICE SHALL BE RECONNECTED TO EXISTING

DOOR.

CONTINUOUS HINGE

KICK PLATE

SURFACE CLOSER

RIM EXIT DEVICE

KEYED LEVER

DOOR SILENCER

WEATHER SEAL

INTEGRATED FLUSH BOLT (TOP ONLY)

VERTICAL RODS (TOP ONLY)

HARDWARE SET 1C: EXIT/ENTRY W/ 2 LEAFS

DOOR IS MANUAL OPEN WITH AUTOMATIC SOFT CLOSER.

INSIDE HARDWARE SHALL CONSIST OF DOGABLE LOW

PROFILE PANIC DEVICE WITH VERTICAL RODS. EXTERIOR

SHALL CONSIST OF ACCESSIBLE LEVER WITH BEST LOCK

COMPATIBLE CYLINDER (CYLINDER TO BE PROVIDED BY

VA). UNEVEN LEAFS SHALL NOT USE AN EXIT DEVICE BUT

WILL CONTAIN INTEGRATED FLUSH BOLT AND RECEIVER

FOR SMALLER LEAF ONLY TO SECURE LEAF WHEN NOT IN

USE. EVEN LEAFS SHALL NOT USE FLUSH BOLT AND SHALL

BOTH USE EXIT DEVICES.

HARDWARE NOTES:

1. HARDWARE SETS REPRESENT ANTICIPATED COMPONENTS AND BASIC DESCRIPTION OF

FUNCTION AND ACCESS CONTROL. CONTRACTOR IS TO PROVIDE ALL ADDITIONAL

HARDWARE REQUIRED TO MEET INTENDED FUNCTION AND TO MEET ALL VA CODE

REQUIREMENTS.

2. SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION ON HARDWARE.

3. DOORS BEING RESTORED SHALL BE PATCH AND MODIFIED AS REQUIRED TO ACCEPT

NEW HARDWARE. WHILE NEW HARDWARE MAY MATCH NEW DOORS TO BE PROVIDED,

STYLE OF HARDWARE MAY VARY. ALL DOORS BEING RESTORED SHALL USE BRONZE

FINISHED HARDWARE COMPONENTS ON BOTH CAMPUSES. PUSH EXIT PANIC DEVICE

SHALL BE CROSS BAR STYLE WITH SURFACE RODS.

4. REFER TO SPECS FOR VARIATION IN HARDWARE STYLES FOR ALL DOORS. HARDWARE

TYPES LISTED ON THIS DRAWING ARE FOR BASIC UNDERSTANDING OF FUNCTION.

INCLUDE ALL NECESSARY COMPONENTS TO MEET SPECIFICATION AND INTENDED

FUNCTION(S) AS DESCRIBED HERE.

5. NOTIFY COR IMMEDIATELY OF ANY DISCREPANCIES WHERE SPECIFIED HARDWARE

CONFLICTS WITH HARDWARE FUNCTION AS DESCRIBED ON THIS DRAWINGS.

6. LOCKSETS MUST BE COMPATIBLE WITH AND ACCEPT BEST S.F.I.C. 7 PIN CORES

(PROVIDED BY VA).

7. BATH LOCKSETS SHALL BE BRONZE FINISH. CANANDAIGUA LOCKSETS SHALL BE

STAINLESS STEEL UNLESS NOTED OTHERWISE. (SEE NOTE 3)

8. ALL HINGED DOORS SHALL USE CONTINUOUS TYPE HINGES AND SILENCERS.

9. ALL DOORS SHALL INCLUDE KICK PLATES AND THRESHOLDS.

10. ALL FRAMES AND DOORS REQUIRING ELECTRICAL COMPONENTS (STRIKES, OPENERS,

ETC.) SHALL BE PREPARED BY THE MANUFACTURER TO RECEIVE ELECTRICAL WIRING.

11. CONTRACTOR SHALL REPLACE ALL WIRING TO DEVICES AND POWER SOURCES IF NOT

LONG ENOUGH, DAMAGED, OR OTHERWISE NOT SUITABLE FOR INSTALLATION OF NEW

DOOR/HARDWARE.

12. CONTRACTOR SHALL REPLACE ANY ACTUATORS OR RELATED DEVICES NOT

FUNCTIONAL OR COMPATIBLE WITH NEW HARDWARE.

CONTINUOUS HINGE

KICK PLATE

POWERED SURFACE CLOSER

RIM EXIT DEVICE

KEYED LEVER

ELECTRIC STRIKE

SENSOR (INTERIOR)

DOOR SILENCER

WEATHER SEAL

ACTUATOR (EXISTING)

REQUEST FOR EXIT SENSOR

HARDWARE SET 3C: EXIT/ENTRY W/ POWERED ACTUATOR/OPENER - AUTO EXIT

DOOR IS POWERED OPEN WITH AUTOMATIC SOFT CLOSER.

INSIDE HARDWARE SHALL CONSIST OF DOGABLE LOW

PROFILE PANIC DEVICE. EXTERIOR SHALL CONSIST OF

ACCESSIBLE LEVER WITH BEST LOCK COMPATIBLE

CYLINDER (CYLINDER TO BE PROVIDED BY VA). POWERED

OPENER SHALL BE CONNECTED TO EXISTING ACTUATOR

BUTTON(S) AND OPERATE UNDER THE SAME ACCESS

CONTROL AS EXISTING. EXITING SHALL USE A SENSOR TO

AUTOMATICALLY OPEN THE DOOR WHEN APPROACHED

WITH POWER BUTTON TO ALLOW SENSOR TO BE DISABLED.

ELECTRIC STRIKE SHALL ALLOW AUTOMATIC OPENING OF

DOOR WHEN ACTUATOR OR SENSOR IS ENGAGED.

- 6

0"

+/- 3' - 4"

EXISTING GLAZING TO REMAIN. REPLACE ANY

BROKEN PANELS. DECORATIVE GRILL TO BE

STRIPPED, PREPARED AND REPAINTED.

EXISTING DOOR TO REMAIN.

1. STRIP EXISTING DOOR FINISH AND DAMAGED

PIECES.

2. PROVIDE REPLACEMENT PIECES AS NEEDED.

INFILL

ANY DAMAGED SURFACES AND ABANDONED

OPENINGS.

3. PRIME AND PAINT.

4. PROVIDE NEW HARDWARE AND REINSTALL.

5. PROVIDE NEW WEATHER SEALS, CLOSERS,

SWEEPS, ETC.

EXISTING HARDWARE TO BE REPLACED

WITH NEW HARDWARE AS SCHEDULED.

REMOVE EXISTING AND REPAIR ANY HOLES,

DAMAGE, AND MISSING TRIM. PREPARE

DOOR TO RECEIVE NEW HARDWARE AS

REQUIRED. STYLE OF NEW HARDWARE MAY

VARY FROM STYLE SHOWN ON DRAWINGS.

REMOVE EXISTING FRAME AND PROVIDE NEW

FRAME AS SCHEDULED.

DOOR ELEVATION TYPE D9

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Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

No. Revision: Date:

NOTE:

USERS OF THESE DRAWINGS ARE RESPONSIBLE FOR VERIFYING EXISTING DIMENSIONS AND

CONDITIONS IN THE

FIELD.

SCALE: (FOR REFERENCE ONLY) DOOR SCHEDULE AND

DETAILS

EJM

A 101

6/27/2024

EXTERIOR DOOR

REPLACEMENT

CONSTRUCTION

DOCUMENTS

528A5-24-510

3" = 1'-0"2 TYPICAL HEAD AND JAMB DETAILS

3/4" = 1'-0"1

RESTORATION DOOR ELEVATIONS -

CANANDAIGUA

REVISIONS

NO. DATE BY DESCRIPTION

3/4" = 1'-0"4

RESTORATION DOOR ELEVATION -

BATH

VA FLHCS - CANANDAIGUA AND BATH NY

N/A

COHOCTON RIVER

29A

COHOCTON RIVER

76-1 76-3

76-2

30-1

78-1

24-1

24-3 24-4

24-2

30-2 30-3

34-1

16-1

32-1

32-2 15-1 15-2

15-3 15-4 15-5 15-6 15-7

14-4

14-3 14-1

14-2

PROJECT GENERAL NOTES (BATH):

GENERAL NOTES APPLY TO ALL DRAWINGS IN THIS SET

ALL EXISTING DIMENSIONS AND CONDITIONS ARE APPROXIMATE. CONTRACTOR IS TO VERIFY ALL CRITICAL DIMENSIONS TO COMPLETE THE WORK AS SHOWN. IF DISCREPANCIES EXCEED ACCEPTABLE TOLERANCES, CONTRACTOR TO NOTIFY COR PRIOR TO PERFORMING ASSOCIATED WORK

EVERY ATTEMPT HAS BEEN MADE TO INDICATE PERTINENT EXISTING UTILITIES AND CONDITIONS AS ACCURATELY AS POSSIBLE FROM EXISTING SURVEYS, DRAWINGS AND OTHER DATA. PRIOR TO THE BID OPENING, CONTRACTOR SHALL WALK THE JOB SITE AND SATISFY THEMSELVES TO EXISTING CONDITIONS. THE COR SHALL BE CONSULTED WHEN ANY QUESTIONS ARISE RELATIVE TO WORK NOT SPECIFICALLY SHOWN OR

SPECIFIED

CONTRACTOR IS RESPONSIBLE FOR ALL WORK NOT SHOWN OR SPECIFIED BUT IS REQUIRED TO ACHIEVE THE

DESIRED OUTCOME, DESIGN, AND PERFORMANCE

ALL EXISTING WORK DISTURBED BY NEW CONSTRUCTION, INCLUDING ELECTRICAL, STRUCTURAL, ETC. SHALL BE PROTECTED, PATCHED, AND REPAIRED TO RESTORE SURFACES TO THE ORIGINAL CONDITION, AFTER

INSTALLATION OF NEW WORK

PENETRATIONS SHALL BE SEALED TO BE WEATHER-TIGHT. WHERE PENETRATIONS ARE THROUGH RATED ASSEMBLIES, PENETRATION SHALL INCLUDE FIRE RATED ASSEMBLIES AND SEALANTS AND BE IN ACCORDANCE WITH UL LISTED THROUGH-PENETRATION FIRESTOP SYSTEMS. NON RATED PENETRATIONS THROUGH INTERIOR BARRIERS SHALL HAVE ITS ANNULAR SPACE FILLED WITH NON-COMBUSTIBLE MATERIAL TO PREVENT THE PASSAGE OF FLAME, SMOKE FUMES, AND HOT GASSES. COMBUSTIBLE PENETRATING ITEMS SHALL NOT

PENETRATE MORE THAN 1 FLOOR ASSEMBLY

PRIME CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF WORK AMONGST ALL CONTRACT TRADES.

SINGULAR DRAWING SERIES MAY CONTAIN MULTIPLE TRADES WORK. WORK MAY REQUIRE COORDINATION

BETWEEN 1 OR MORE DRAWING SERIES

LAYDOWN AREA AND STORAGE OF MATERIALS SHALL BE COORDINATED WITH COR TO BE DETERMINED AT PRE

CONSTRUCTION KICK-OFF MEETING.

SITE ACCESS CONTROL MUST BE MAINTAINED AT ALL TIMES INCLUDING SECURED OPENINGS. TEMPORARY ENCLOSURES, BARRIERS, AND SIGNAGE SHALL BE PROVIDED AS NEEDED AND DIRECTED BY VA COR AND FIRE

DEPARTMENT TO SECURE AND DIRECT ACCESSIBLE EGRESS TO AND FROM THE BUILDINGS.

104-4

104-3

104-1 104-2

76-5 76-4

16-2

39-1 39-2

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Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

No. Revision: Date:

NOTE:

USERS OF THESE DRAWINGS ARE RESPONSIBLE FOR VERIFYING EXISTING DIMENSIONS AND

CONDITIONS IN THE

FIELD.

SCALE: (FOR REFERENCE ONLY) BATH CAMPUS PLAN

Author

BA 100

6/27/2024

EXTERIOR DOOR

REPLACEMENT

CONSTRUCTION

DOCUMENTS

528A5-24-510

1" = 80'-0"1 BATH CAMPUS PLAN

REVISIONS

NO. DATE BY DESCRIPTION

BATH VAMC

N/A

DEMOLITION GENERAL NOTES:

THIS DEMOLITION DRAWING INDICATES MAJOR ARCHITECTURAL ITEMS FOR

REMOVAL, PATCH AND REPAIR. CONTRACTOR SHALL VERIFY EXISTING

CONDITIONS IN THE FIELD AND NOTIFY VA COR OF ANY DISCREPANCIES

EXISTING DOORS AND FRAMES VARY IN COMPOSITION INCLUDING WOOD

AND HOLLOW METAL.

ALL REMOVALS ARE TO BE PROPERLY DISPOSED OF BY THE CONTRACTOR

UNLESS OTHERWISE INDICATED BY THE DRAWINGS SUCH AS ITEMS TO BE

SALVAGED

ALL REMOVALS, CUTTING AND PATCHING SHALL BE DONE SO AS TO

PRESERVE THE STRUCTURAL INTEGRITY OF THE EXISTING CONSTRUCTION

AND MAINTAIN WEATHERTIGHTNESS

ALL EXISTING CONSTRUCTION TO REMAIN SHALL BE PATCHED WITH

COMPONENTS AND ASSEMBLIES SIMILAR TO THE EXISTING CONSTRUCTION

MATERIAL, FORM, COLOR AND TEXTURE

WHERE EXISTING FINISHES ARE TO REMAIN, PROTECT FROM DAMAGE OR

DEBRIS

ALL SALVAGE ITEMS TO BE REMOVED CAREFULLY, PROTECTED AND

REINSTALLED OR DELIVERED TO OWNER AS INDICATED

PROVIDE SIGNAGE AND SECURITY BARRIERS AS REQUIRED TO DIRECT

FOOT TRAFFIC TO PROPER EXIT(S) AND ENTRANCE(S) TO BUILDING.

PROJECT INVOLVES CLOSURE OF EMERGENCY EXITS AND MAY REQUIRE

PHASING TO MAINTAIN BUILDING EGRESS.

PROTECT ALL ADJACENT BUILDING SYSTEMS TO MAINTAIN OPERATION AND

KEEP FREE FROM DUST AND DEBRIS THROUGHOUT DURATION OF

CONSTRUCTION ACTIVITIES

CATALOGUE ALL ITEMS TO BE REINSTALLED TO ORIGINAL LOCATION AND

SAFELY STORE.

THE NUMBER OF DOORS THAT CAN BE CLOSED AT ONE TIME MAY BE

RESTRICTED BY THE COR WITH DIRECTION FROM THE FIRE AND SAFETY

DEPARTMENT AS TO NOT LIMIT ACCESS/EGRESS AT ANY GIVEN TIME.

WHERE EXISTING OPERATING PROCEDURES ARE PRESENT, CONTRACTOR

SHALL INSTALL NEW DOOR TO MEET EXISTING. THIS INCLUDES, BUT NOT

LIMITED, TO THE FOLLOWING:

PIV ACCESS CARD READER - SHALL REMAIN, NEW DOOR, FRAME

AND HARDWARE SHALL CONNECT TO EXISTING READER AND BE

COMPATIBLE WITH ACCESS CONTROL SYSTEM.

ALARMED EXIT DEVICE - SHALL REMAIN, NEW DOOR, FRAME, AND

HARDWARE SHALL CONNECT TO EXISTING ALARM DEVICE AND BE

COMPATIBLE WITH ACCESS CONTROL SYSTEM.

POWERED OPENER - NEW POWERED OPENER/CLOSER SHALL BE

PROVIDED WHERE INDICATED AND CONNECTED TO EXISTING

ACTUATOR(S), TO REMAIN, AND BE COMPATIBLE WITH ACCESS

CONTROL SYSTEM. SOME LOCATIONS UTILIZE 1 OR 2 ACTUATORS.

SOME LOCATIONS MAY UTILIZE 1 OR MORE OF ACCESS CONTROL

DEVICES. CONTRACTOR SHALL CONFIRM DOOR OPERATION PRIOR

TO SUBMITTAL.

DEMOLITION PLAN KEYNOTES:

CAREFULLY REMOVE EXISTING DOOR AND FRAME IN ITS ENTIRETY INCLUDING, BUT

NOT LIMITED TO: DOOR, FRAME, THRESHOLD, ANCHORS, INTEGRATED TRANSOM,

HARDWARE, MECHANICAL UNITS, ETC. PREPARE OPENING TO RECEIVE NEW DOOR

AND FRAME AS SCHEDULED. ANY ELECTRICAL WIRING FROM ACCESS CONTROL

DEVICES SHALL BE PROTECTED AND SECURED UNTIL INSTALLATION OF NEW DOOR

AND FRAME.

REMOVE EXISTING WOOD CLAD WALL IN ITS ENTIRETY TO DECK AND PREPARE FOR

NEW STOREFRONT AND ASSOCIATED INFILL PER DETAILS.

REMOVE EXISTING A.C.T. CEILING IN ITS ENTIRETY INCLUDING TILES, SUPPORTS, AND

HANGERS.

CAREFULLY REMOVE EXISTING FRAME MOUNTED AIR CURTAIN DEVICE TO BE

REINSTALLED INTO NEW FRAME. DEVICE MAY BE TEMPORARILY DISCONNECTED AND

STORED UNTIL REINSTALLATION.

REMOVE EXISTING OVERHEAD DOOR IN ITS ENTIRETY INCLUDING BUT NOT LIMITED TO,

PANELS, FRAME, TRACKS, SUPPORTS, OPENERS, ETC. PREPARE OPENING FOR

OVERHEAD DOOR AS SCHEDULED.

EXISTING WOOD DOOR AND FRAME TO BE REFINISHED AND REPAIRED. SEE DOOR

SCHEDULE, NOTES, AND ELEVATIONS FOR ADDITIONAL INFORMATION. EXISTING

CONDITIONS MAY NEED TO BE ALTERED TO RECEIVE HARDWARE AS SCHEDULED

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Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

No. Revision: Date:

NOTE:

USERS OF THESE DRAWINGS ARE RESPONSIBLE FOR VERIFYING EXISTING DIMENSIONS AND

CONDITIONS IN THE

FIELD.

SCALE: (FOR REFERENCE ONLY) BUILDING 14_DEMO

Author

BA 101

6/27/2024

EXTERIOR DOOR

REPLACEMENT

CONSTRUCTION

DOCUMENTS

528A5-24-510

1/4" = 1'-0"1 BUILDING 14 - DEMO

REVISIONS

NO. DATE BY DESCRIPTION

14-1

14-2

14-3

14-4

GENERAL NOTES:

REFER TO DOOR SCHEDULE AND DETAILS FOR INFORMATION REGARDING NEW DOORS.

CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL EXISTING CONDITIONS PRIOR TO SUBMITTALS AND

ORDERING.

ALL CONTROL ACCESS SHALL BE CAREFULLY DISCONNECTED AND RECONNECTED TO MAINTAIN

INTENDED OPERATIONS INCLUDING PIV READERS, POWER ACTUATORS, ETC.

ALL OPENINGS SHALL BE PATCHED AND PREPARED PRIOR TO NEW DOOR INSTALLATION. ALL REPAIRS

SHALL MATCH ADJACENT - EXISTING FINISH INCLUDING COLOR, MATERIAL, AND TEXTURE.

NOTIFY THE COR IMMEDIATELY OF ANY DISCREPANCIES, DISCOVERED CONDITIONS, OR DELAYS.

ALL PERSONNEL ENTERING THE SITE SHALL COMPLY WITH THE VA MEDICAL CENTER RULES AND

REGULATIONS. CONTRACTOR IS RESPONSIBLE FOR SCREENING ALL EMPLOYEES AND SUB

CONSULTANTS.

WORK THAT IS REQUIRED TO MEET THE INTENT OF THE WORK BUT IS NOT SPECIFICALLY SHOWN, SHALL BE CONSIDERED THE RESPONSIBILITY OF THE CONTRACTOR. ALL EFFORTS HAVE BE MADE TO SHOW

CLEAR INTENT OF THE DESIRED PRODUCT.

ALL INTERIOR PORTIONS OF THE WORK AREA SHALL BE CONTAINED BY ICRA BARRIERS MEETING THE STANDARDS OF THE VA IN CORRELATION WITH THE WORK BEING PERFORMED. ACCESS SHALL BE PROVIDED AROUND BARRIERS TO ALLOW ADA ACCESSIBILITY. ALL BARRIERS SHALL POST THE ICRA

PERMIT AS WELL AS ALL ESSENCE TEMPORARY EXITING SIGNAGE.

ALL OPENINGS SHALL BE SECURED AT THE END OF EACH WORK DAY.

ALL FRAMES SHALL BE ANCHORED, GROUTED SOLID, AND SEALED PER DETAILS.

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Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

No. Revision: Date:

NOTE:

USERS OF THESE DRAWINGS ARE RESPONSIBLE FOR VERIFYING EXISTING DIMENSIONS AND

CONDITIONS IN THE

FIELD.

SCALE: (FOR REFERENCE ONLY) BUILDING 14_NEW

Author

BA 102

6/27/2024

EXTERIOR DOOR

REPLACEMENT

CONSTRUCTION

DOCUMENTS

528A5-24-510

1/4" = 1'-0"1 BUILDING 14

REVISIONS

NO. DATE BY DESCRIPTION

5 5 5 5 5

15-1

15-2

15-3 15-4 15-5 15-6 15-7

DEMOLITION PLAN KEYNOTES:

CAREFULLY REMOVE EXISTING DOOR AND FRAME IN ITS ENTIRETY INCLUDING, BUT

NOT LIMITED TO: DOOR, FRAME, THRESHOLD, ANCHORS, INTEGRATED TRANSOM,

HARDWARE, MECHANICAL UNITS, ETC. PREPARE OPENING TO RECEIVE NEW DOOR

AND FRAME AS SCHEDULED. ANY ELECTRICAL WIRING FROM ACCESS CONTROL

DEVICES SHALL BE PROTECTED AND SECURED UNTIL INSTALLATION OF NEW DOOR

AND FRAME.

REMOVE EXISTING WOOD CLAD WALL IN ITS ENTIRETY TO DECK AND PREPARE FOR

NEW STOREFRONT AND ASSOCIATED INFILL PER DETAILS.

REMOVE EXISTING A.C.T. CEILING IN ITS ENTIRETY INCLUDING TILES, SUPPORTS, AND

HANGERS.

CAREFULLY REMOVE EXISTING FRAME MOUNTED AIR CURTAIN DEVICE TO BE

REINSTALLED INTO NEW FRAME. DEVICE MAY BE TEMPORARILY DISCONNECTED AND

STORED UNTIL REINSTALLATION.

REMOVE EXISTING OVERHEAD DOOR IN ITS ENTIRETY INCLUDING BUT NOT LIMITED TO,

PANELS, FRAME, TRACKS, SUPPORTS, OPENERS, ETC. PREPARE OPENING FOR

OVERHEAD DOOR AS SCHEDULED.

EXISTING WOOD DOOR AND FRAME TO BE REFINISHED AND REPAIRED. SEE DOOR

SCHEDULE, NOTES, AND ELEVATIONS FOR ADDITIONAL INFORMATION. EXISTING

CONDITIONS MAY NEED TO BE ALTERED TO RECEIVE HARDWARE AS SCHEDULED

DEMOLITION GENERAL NOTES:

THIS DEMOLITION DRAWING INDICATES MAJOR ARCHITECTURAL ITEMS FOR

REMOVAL, PATCH AND REPAIR. CONTRACTOR SHALL VERIFY EXISTING

CONDITIONS IN THE FIELD AND NOTIFY VA COR OF ANY DISCREPANCIES

EXISTING DOORS AND FRAMES VARY IN COMPOSITION INCLUDING WOOD

AND HOLLOW METAL.

ALL REMOVALS ARE TO BE PROPERLY DISPOSED OF BY THE CONTRACTOR

UNLESS OTHERWISE INDICATED BY THE DRAWINGS SUCH AS ITEMS TO BE

SALVAGED

ALL REMOVALS, CUTTING AND PATCHING SHALL BE DONE SO AS TO

PRESERVE THE STRUCTURAL INTEGRITY OF THE EXISTING CONSTRUCTION

AND MAINTAIN WEATHERTIGHTNESS

ALL EXISTING CONSTRUCTION TO REMAIN SHALL BE PATCHED WITH

COMPONENTS AND ASSEMBLIES SIMILAR TO THE EXISTING CONSTRUCTION

MATERIAL, FORM, COLOR AND TEXTURE

WHERE EXISTING FINISHES ARE TO REMAIN, PROTECT FROM DAMAGE OR

DEBRIS

ALL SALVAGE ITEMS TO BE REMOVED CAREFULLY, PROTECTED AND

REINSTALLED OR DELIVERED TO OWNER AS INDICATED

PROVIDE SIGNAGE AND SECURITY BARRIERS AS REQUIRED TO DIRECT

FOOT TRAFFIC TO PROPER EXIT(S) AND ENTRANCE(S) TO BUILDING.

PROJECT INVOLVES CLOSURE OF EMERGENCY EXITS AND MAY REQUIRE

PHASING TO MAINTAIN BUILDING EGRESS.

PROTECT ALL ADJACENT BUILDING SYSTEMS TO MAINTAIN OPERATION AND

KEEP FREE FROM DUST AND DEBRIS THROUGHOUT DURATION OF

CONSTRUCTION ACTIVITIES

CATALOGUE ALL ITEMS TO BE REINSTALLED TO ORIGINAL LOCATION AND

SAFELY STORE.

THE NUMBER OF DOORS THAT CAN BE CLOSED AT ONE TIME MAY BE

RESTICTED BY THE COR WITH DIRECTION FROM THE FIRE AND SAFETY

DEPARTMENT AS TO NOT LIMIT ACCESS/EGRESS AT ANY GIVEN TIME.

WHERE EXISTING OPERATING PROCEDURES ARE PRESENT, CONTRACTOR

SHALL INSTALL NEW DOOR TO MEET EXISTING. THIS INCLUDES, BUT NOT

LIMITED, TO THE FOLLOWING:

PIV ACCESS CARD READER - SHALL REMAIN, NEW DOOR, FRAME

AND HARDWARE SHALL CONNECT TO EXISTING READER AND BE

COMPATIBLE WITH ACCESS CONTROL SYSTEM.

ALARMED EXIT DEVICE - SHALL REMAIN, NEW DOOR, FRAME, AND

HARDWARE SHALL CONNECT TO EXISTING ALARM DEVICE AND BE

COMPATIBLE WITH ACCESS CONTROL SYSTEM.

POWERED OPENER - NEW POWERED OPENER/CLOSER SHALL BE

PROVIDED WHERE INDICATED AND CONNECTED TO EXISTING

ACTUATOR(S), TO REMAIN, AND BE COMPATIBLE WITH ACCESS

CONTROL SYSTEM. SOME LOCATIONS UTILIZE 1 OR 2 ACTUATORS.

SOME LOCATIONS MAY UTILIZE 1 OR MORE OF ACCESS CRONTROL

DEVICES. CONTRACTOR SHALL CONFIRM DOOR OPERATION PRIOR

TO SUBMITTAL.

GENERAL NOTES:

REFER TO DOOR SCHEDULE AND DETAILS FOR INFORMATION REGARDING NEW DOORS.

CONTRACTOR IS RESPOSIBLE FOR VERIFYING ALL EXISTING CONDITIONS PRIOR TO SUBMITTALS AND

ORDERING.

ALL CONTROLL ACCESS SHALL BE CAREFULLY DISCONNECTED AND RECCONECTED TO MAINTAIN

INTENDED OPERATIONS INCLUDING PIV READERS, POWER ACTUATORS, ETC.

ALL OPENINGS SHALL BE PATCHED AND PREPARED PRIOR TO NEW DOOR INSTALLATION. ALL REPAIRS

SHALL MATCH ADJACENT - EXISTING FINISH INCLUDING COLOR, MATERIAL, AND TEXTURE.

NOTIFY THE COR IMEDIATELY OF ANY DISCREPANCIES, DISCOVERED CONDITIONS, OR DELAYS.

ALL PERSONNEL ENTERING THE SITE SHALL COMPLY WITH THE VA MEDICAL CENTER RULES AND REGULATIONS. CONTRACTOR IS RESPOSIBLE FOR SCREENING ALL EMPLOYEES AND SUB CONSULTANTS.

WORK THAT IS REQUIRED TO MEET THE INTENT OF THE WORK BUT IS NOT SPECIFICALLY SHOWN, SHALL BE CONSIDERED THE RESPOSIBILITY OF THE CONTRACTOR. ALL EFFORTS HAVE BE MADE TO SHOW

CLEAR INTENT OF THE DESIRED PRODUCT.

ALL INTERIOR PORTIONS OF THE WORK AREA SHALL BE CONTAINED BY ICRA BARRIERS MEETING THE STANDARDS OF THE VA IN CORRILATION WITH THE WORK BEING PERFORMED. ACCESS SHALL BE PROVIDED AROUND BARRIERS TO ALLOW ADA ACCESSIBILITY. ALL BARRIERS SHALL POST THE ICRA

PERMIT AS WELL AS ALL NESSECARY TEMPORARY EXITING SIGNAGE.

ALL OPENINGS SHALL BE SECURED AT THE END OF EACH WORK DAY.

ALL FRAMES SHALL BE ANCHORED, GROUTED SOLID, AND SEALED PER DETAILS.

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Project Number

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Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

No. Revision: Date:

NOTE:

USERS OF THESE DRAWINGS ARE RESPONSIBLE FOR VERIFYING EXISTING DIMENSIONS AND

CONDITIONS IN THE

FIELD.

SCALE: (FOR REFERENCE ONLY) BUILDING 15_DEMO & NEW

Author

BA 103

6/27/2024

EXTERIOR DOOR

REPLACEMENT

CONSTRUCTION

DOCUMENTS

528A5-24-510

1/4" = 1'-0"1 BUILDING 15 -DEMO

1/4" = 1'-0"2 BUILDING 15

REVISIONS

NO. DATE BY DESCRIPTION

16-1

DEMOLITION PLAN KEYNOTES:

CAREFULLY REMOVE EXISTING DOOR AND FRAME IN ITS ENTIRETY INCLUDING, BUT

NOT LIMITED TO: DOOR, FRAME, THRESHOLD, ANCHORS, INTEGRATED TRANSOM,

HARDWARE, MECHANICAL UNITS, ETC. PREPARE OPENING TO RECEIVE NEW DOOR

AND FRAME AS SCHEDULED. ANY ELECTRICAL WIRING FROM ACCESS CONTROL

DEVICES SHALL BE PROTECTED AND SECURED UNTIL INSTALLATION OF NEW DOOR

AND FRAME.

REMOVE EXISTING WOOD CLAD WALL IN ITS…