S02 Balitmore VAMC Granite - Designs Rev 7-23-24.pdf

Project Number

Building Number

Drawing Number

Project Title

Location

DrawnChecked

Drawing Title

Approved:

VA FORM 08 - 6231

A

100% CONSTRUCTION

DOCUMENTS

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

1098765421

Phase

DESIGNER OF RECORD

A/E:

STAMPCONSULTANT

10987

Envelope/ Structural Consultant:

654321

Project Manager/ Electrical Consultant: Sustainability Consultant:

C R e vi t L o ca l F ile s\ A

C

E N

T R

A L V

A M

C B ld g

E n ve lo p e lg ilb e rt e w in g co le .c o m

.r vt

/2

/2

:1 :3

P

M

G-001

COVER SHEET

EwingCole

810 Light Street

Baltimore, Maryland 21230

(410) 837-5040

Wiss Janey Elstner

2941 Fairview Park Drive, Suite 300

Falls Church, Virginia 22042

(703) 641-4601

EXTERIOR GRANITE REPAIR

DESIGN

BALTIMORE, MARYLAND

512-23-901

LGAT

LRS Federal

565 Benfield Road, Suite 400

Severna Park, Maryland 21146

(410) 544-3570

Lorax Partnership, LLC

16 W. Hamilton Street

Baltimore, Maryland 21201

(443) 449-6319

VETERAN'S ADMINISTRATION MEDICAL CENTER

10 N. GREENE STREET

BALTIMORE, MARYLAND

DRAWING LIST

Sheet Number Sheet Name

General

COVER SHEETG-001

Architectural

ABBREVIATIONS & SYMBOL LISTG-003

DEMOLITION PLAN BASEMENTAD-100

DEMOLITION PLAN LEVEL 1AD-101

DEMOLITION PLAN LEVEL 2AD-102

DEMOLITION PLAN LEVELS 3-6AD-103

DEMOLITION PLAN LEVEL 7/ ROOFAD-107

DEMOLITION ELEVATION NORTHAD-201

DEMOLITION ELEVATION EASTAD-202

DEMOLITION ELEVATION SOUTHAD-203

DEMOLITION ELEVATION WESTAD-204

DEMOLITION ELEVATION MISCELLANEOUSAD-205

DEMOLITION ELEVATION MISCELLANEOUSAD-206

FLOOR PLAN BASEMENT SECTOR AA-100-A

FLOOR PLAN BASEMENT SECTOR BA-100-B

FLOOR PLAN BASEMENT SECTOR CA-100-C

FLOOR PLAN BASEMENT SECTOR DA-100-D

FLOOR PLAN LEVEL 1 SECTOR AA-101-A

DRAWING LIST

Sheet Number Sheet Name

FLOOR PLAN LEVEL 1 SECTOR BA-101-B

FLOOR PLAN LEVEL 1 SECTOR CA-101-C

FLOOR PLAN LEVEL 1 SECTOR DA-101-D

FLOOR PLANS LEVEL 1 & 2 SECTOR EA-101-E

FLOOR PLAN LEVEL 2 SECTOR AA-102-A

FLOOR PLAN LEVEL 2 SECTOR BA-102-B

FLOOR PLAN LEVEL 2 SECTOR CA-102-C

FLOOR PLAN LEVEL 2 SECTOR DA-102-D

FLOOR PLAN LEVELS 3-6 SECTOR AA-103-A

FLOOR PLAN LEVELS 3-6 SECTOR BA-103-B

FLOOR PLAN LEVELS 3-6 SECTOR CA-103-C

FLOOR PLAN LEVELS 3-6 SECTOR DA-103-D

FLOOR PLAN LEVEL 7 - SECTOR AA-107-A

FLOOR PLAN LEVEL 7 - SECTOR BA-107-B

FLOOR PLAN LEVEL 7 - SECTOR CA-107-C

FLOOR PLAN LEVEL 7 - SECTOR DA-107-D

RCP LEVEL 1 SECTOR BA-121-B

RCP LEVEL 1 SECTOR CA-121-C

RCP LEVEL 1 SECTOR DA-121-D

RCP LEVEL 1 SECTOR EA-121-E

VETERAN'S

ADMINISTRATION

MEDICAL CENTER

DRAWING LIST

Sheet Number Sheet Name

RCP LEVEL 2 SECTOR BA-122-B

RCP LEVEL 2 SECTOR CA-122-C

RCP LEVEL 2 SECTOR DA-122-D

ELEVATIONS NORTHA-201

ELEVATIONS EASTA-202

ELEVATIONS - SOUTHA-203

ELEVATION WESTA-204

ELEVATIONS MISCELLANEOUSA-205

ELEVATIONS MISCELLANEOUSA-206

ELEVATIONS MISCELLANEOUSA-207

WALL SECTIONS - NORTH ELEVATIONA-310

WALL SECTIONS - EAST ELEVATIONA-311

WALL SECTIONS - SOUTH ELEVATIONA-312

WALL SECTIONS - WEST ELEVATIONA-313

WALL SECTIONS - MISCELLANEOUSA-314

ENLARGED PLANS BASEMENTA-501

ENLARGED PLANS LEVEL 1A-502

ENLARGED PLANS LEVEL 2A-503

EXTERIOR WALL DETAILSA-520

EXTERIOR WALL DETAILSA-521

DRAWING LIST

Sheet Number Sheet Name

EXTERIOR WALL DETAILSA-522

EXTERIOR WALL DETAILSA-523

EXTERIOR WALL DETAILSA-525

EXTERIOR WALL DETAILSA-530

CEILING DETAILSA-540

STAIR DETAILS - PIPE RAILA-526

WALL TYPES AND FINISHESA-601

SCHEDULES & DETAILSA-602

Structural

DELETEDS-001

DELETEDS-101

Electrical

ELECTRICAL SYMBOLS, NOTES, AND LEGENDSE-001

DEMOLITION PLAN LEVEL 1 SECTOR B LIGHTINGED-101-B

DEMOLITION PLAN LEVEL 1 SECTOR C LIGHTINGED-101-C

FLOOR PLAN BASEMENT SECTOR C & D LIGHTINGE-100-C-D

FLOOR PLAN LEVEL 1 SECTOR A LIGHTINGE-101-A

FLOOR PLAN LEVEL 1 SECTOR B LIGHTINGE-101-B

FLOOR PLAN LEVEL 1 SECTOR C LIGHTINGE-101-C

FLOOR PLAN LEVEL 1 SECTOR D LIGHTINGE-101-D

AREA MAP

LOCATION MAP

VETERAN'S

ADMINISTRATION

MEDICAL CENTER

LRS FEDERAL - PROJECT MANAGER

DRAWING LIST

Sheet Number Sheet Name

FLOOR PLAN LEVEL 2 SECTOR B LIGHTING DEMOLITE-102-B ION AND NEW

WORK

FLOOR PLAN LEVEL 2 SECTOR C LIGHTING DEMOLITE-102-C ION AND NEW

WORK

FLOOR PLAN LEVEL 2 SECTOR D LIGHTING DEMOLITE-102-D ION AND NEW

WORK

ELECTRICAL PANEL SCHEDULESE-201

ELECTRICAL PANEL SCHEDULESE-202

Date:Revisions:

07/23/2024Stair

Issue Date

12/21/2023 12/15/2023

DIAMETERØ

AND&

AT@

NUMBER, POUND#

APPROXIMATELY±

EXISTING(E)

ANCHOR BOLTAB

ABRASIVEABR

ABOVEABV

AIR CONDITIONINGAC

ACCESS(IBLE)ACC

ARCHITECTURAL CAST IN PLACE CONCRETEACIP

ACOUSTIC(AL)ACOUS

ACOUSTICAL CEILING TILEACT

AREA DRAINAD

ADHESIVEADH

ADJACENT, ADJUSTABLEADJ

ABOVE FINISHED FLOORAFF

AGGREGATEAGGR

AIR INFILTRATION BARRIERAIB

ALUMINUMAL

ALTERNATEALT

ACCESS PANELAP

ARCHITECTURAL PRECAST CONCRETEAPC

APPROXIMATEAPPROX

ARCHITECT(URAL)ARCH

AIR & VAPOR BARRIERAVB

BD BOARD

BUMPER GUARDBG

BITUMINOUSBIT

BACKERBKR

BUILDINGBLDG

BLOCKBLK

BLOCKINGBLKG

BELOWBLW

BEAM, BENCHMARKBM

BOTTOMBOT

BEDROOMBR

BRACINGBRCG

BEARINGBRG

BRICKBRK

BRACKETBRKT

BOTH SIDES, BACKSPLASHBS

BASEMENTBSMT

BETWEENBTWN

CENTER TO CENTERC/C

CABINETCAB

CATCH BASIN, CHALKBOARD, CONTROL BOXCB

COMPOSITE BUILDING PANELCBP

CEMENTCEM

CONTRACTOR FURNISHED AND INSTALLEDCFI

COLD FORMED METAL FRAMINGCFMF

CORNER GUARDCG

CEILING HEIGHTCH

CAST IRONCI

CAST IN PLACE CONCRETECIP

CONTROL JOINTCJ

CENTERLINE, CLOSETCL

CEILINGCLG

CLEARCLR

COMPUTERCMPTR

CONCRETE MASONRY UNITCMU

COLUMNCOL

COMMUNICATIONCOMM

COMPRESSIBLECOMP

CONCRETECONC

CONFERENCECONF

CONSTRUCTIONCONST

CONSTRUCTION JOINTCONST JT

CONTINUOUSCONT

CONTRACTORCONTR

CONVECTORCONV

COORDINATECOORD

CORRIDOR, CORRUGATEDCORR

CARPETCPT

CRASH RAILCR

COURSECRS

CAST STONECS

COUNTERSUNKCSK

CASEWORKCSWK

CERAMIC TILECT

CENTERCTR

COUNTERTOP SINKCTS

CUBICLECUB

CABINET UNIT HEATERCUH

DEPTHD

DOUBLEDBL

DEMOLITIONDEMO

DEPARTMENTDEPT

DETAILDET

DRINKING FOUNTAINDF

DIAMETERDIA

DIMENSIONDIM

DISPENSERDISP

DAMPPROOFINGDMPF

DOWNDN

DITTODO

DOORDR

DOWNSPOUTDS

DISHWASHERDW

DRAWINGDWG

DOWELDWL

DRAWERDWR

DUMBWAITERDWTR

EACHEA

EXPANSION BOLTEB

EACH FACEEF

EXTERIOR INSULATION & FINISH SYSTEMEIFS

EXPANSION JOINTEJ

ELEVATION (GRADE, FLOOR)EL

ELECTRIC(AL)ELEC

ELEVATION (BLDG), ELEVATORELEV

EMBEDMENTEMBMT

EMERGENCYEMER

ENCLOSUREENCL

ENGINEER(ING)ENGR

ENTRANCEENTR

ELECTRICAL PANELBOARDEP

EQUALEQ

EQUIPMENTEQUIP

EACH WAYEW

ELECTRIC WATER COOLEREWC

EYE WASH STATIONEWS

EXHAUSTEXH

EXISTINGEXIST

EXPANSIONEXP

EXTERIOREXT

EXTRUDEDEXTR

FIRE ALARMFA

FAN COIL UNITFCU

FLOOR DRAINFD

FIRE DEPARTMENT CONNECTIONFDC

FOUNDATIONFDN

FIRE EXTINGUISHERFE

FIRE EXTINGUISHER CABINETFEC

FINISH FLOORFF

FIBERGLASS FACED SILICONE TREATEDFGB

GYPSUM CORE SHEATHING BOARD

FIBERGLASSFGL

FLATHEADFH

FINISHFIN

FLASHINGFL

FOLDINGFLDG

FLOORFLR

FLUORESCENTFLUOR

FLOOR MATFM

FACE OF CONCRETEFOC

FACE OF FINISHFOF

FACE OF MASONRYFOM

FACE OF WALLFOW

FROST PROOFFP

FIREPROOF(ED)(ING)FPRF

FRAMEFR

FIRE RETARDANT TREATEDFRT

FAR SIDE, FULL SIZEFS

FIRE SAFINGFSFG

FIRE STAND PIPEFSP

FOOT, FEETFT

FOOTINGFTG

FINNED TUBE RADIATIONFTR

FURNITUREFURN

FURRINGFURR

FUTUREFUT

FABRIC WALL COVERINGFWC

FIXTUREFXTR

GAUGEGA

GALVANIZEDGALV

GENERAL CONTRACTORGC

GLASS FIBER REINFORCED GYPSUMGFRG

GROUND GRANULATED BLAST FURNACE SLAGGGBFS

GLASSGL

GRADEGR

GLASS FIBER REINFORCED CONCRETEGRC

GRILLEGRL

GRATINGGRTG

GROSS SQUARE FEETGSF

GASKETGSKT

GYPSUM WALLBOARDGWB

GYPSUMGYP

HIGHH

HANDICAPPEDHC

HANDICAPPED ACCESSIBLE TOILETHCT

HEADHD

HARDBOARDHDBD

HARDWAREHDW

HARDWOODHDWD

HALF FULL SIZEHFS

HEIGHTHGT

HOLLOW METALHM

HORIZONTALHORIZ

HIGH POINT, HIGH PRESSURE,HP

HORSE POWER

HR HOUR, HANDRAIL

HVAC HEATING, VENTILATION, AIR CONDITIONING

INSIDE DIAMETERID

INSIDE FACEIF

INCHIN

INCLUDINGINCL

INSULATIONINS

INTERIORINT

INVERTINV

JANITORJAN

JUNCTION BOXJB

JUNCTIONJCT

JOISTJST

JOINTJT

KIPK

KITCHENKIT

KNOCK OUTKO

KICK PLATEKPL

LONGL

LABORATORYLAB

LAMINATE(D)(ION)LAM

LATERAL TIEBACK FOR APC PANELLAT TIE

LAVATORYLAV

POUNDLB

LINEARLIN

LOCKERLKR

LIVE LOAD, LEAD LINEDLL

LONG LEG HORIZONTALLLH

LONG LEG VERTICALLLV

LIGHT PROOF, LOW PRESSURE, LOW POINTLP

LIGHTINGLTG

LOUVERLVR

METERM

MEN'SM

MACHINEMACH

MASONRYMAS

MATERIALMATL

MAXIMUMMAX

MARKER BOARDMB

MEMBERMBR

MEDIUM DENSITY FIBERBOARDMDF

MECHANICALMECH

MEMBRANEMEMB

METALMET

MEZZANINEMEZZ

MANUFACTURERMFR

MANHOLEMH

MASTIC INTUMESCENT FIRE RESISTIVE COATINGMIFRC

MINIMUMMIN

MIRRORMIR

MISCELLANEOUSMISC

MOVEMENT JOINT (IN MASONRY)MJ

MOLDINGMLDG

MILLWORKMLWK

MILLIMETERMM

MASONRY OPENINGMO

METAL STUD CURTAIN WALLMSCQ

MOUNTEDMTD

MOUNTINGMTG

MULLIONMULL

MINERAL WOOLMW

MEMBRANE WALL FLASHINGMWF

NORTHN

NOT APPLICABLENA

NEAR FACENF

NOT IN CONTRACTNIC

NUMBERNO

NOMINALNOM

NOISE REDUCTION COEFFICIENTNRC

NEAR SIDENS

NET SQUARE FEETNSF

NOT TO SCALENTS

OVERALLOA

ON CENTEROC

OUTSIDE DIAMETEROD

OUTSIDE FACEOF

OWNER FURNISHED CONTRACTOR INSTALLEDOFCI

OFFICEOFF

OWNER FURNISHED OWNER INSTALLEDOFOI

OPPOSITE HAND, OVERHEADOH

OPENINGOPNG

OPPOSITEOPP

PARALLELPAR

PASSAGE, PASSENGERPASS

PUSH BUTTONPB

PARTICLE BOARDPBD

PRECAST (STRUCTURAL)PC

PEDESTALPED

PERIMETERPER

PERPENDICULARPERP

PREFABRICATED PANELPF

PEGBOARDPGBD

PLATE, PROPERTY LINEPL

PLASTIC LAMINATEPLAM

PLASTICPLAS

PLATFORMPLAT

PLUMBINGPLBG

PLANKPLK

PLYWOODPLWD

PNEUMATICPNEU

PANELPNL

PAINTPNT

PAIRPR

PREFABRICATEDPREFAB

PRELIMINARYPRELIM

POUNDS PER SQUARE FOOTPSF

POUNDS PER SQUARE INCHPSI

POINT, PRESSURE TREATEDPT

(FOR MOISTURE)

PTD PAINTED

PARTITIONPTN

QT QUARRY TILE

RISERR

RADIUSRAD

RAISED ACCESS FLOORRAF

RUBBERRBR

REFLECTED CEILING PLANRCP

ROOF DRAINRD

RECESSEDREC

RECEPTACLERECPT

RECTANGULARRECT

REFERENCEREF

REFRIGERATIONREFR

REGISTERREG

REINFORCE(D)(ING)(MENT)REINF

REQUIREDREQD

RESILIENTRES

RETAINING, RETURNRET

REVISIONREV

ROOFINGRFG

RUSTICATION JOINTRJ

RAILINGRLG

ROOMRM

ROUGH OPENINGRO

RESILIENT SHEETRS

RESILIENT TILERT

RAIN WATER CONDUCTORRWC

SOUND ATTENUATION FIRE BLANKETSAFB

SANITARYSAN

SPLASH BLOCKSB

SCHEDULESCHED

SECTIONSECT

SECRETARYSECY

SQUARE FEETSF

SPRAYED FIRE-RESISTANT MATERIALSFRM

SINGLESGL

SHELFSH

SHOWERSHR

SHEET(ING)SHT

SHEATHINGSHTNG

SIMILARSIM

SINKSK

SEALANTSL

SEAMLESSSMLS

SPACE(ING)SP

SPECIFICATIONSPEC

SPRAY FOAMSPF

SPRAY POLYURETHANE FOAM INSULATIONSPFI

SPEAKERSPKR

SPRINKLERSPR

SQUARESQ

SERVICE RECEPTORSR

SERVICE SINKSS

STAINLESS STEELSST

SOLID SURFACINGSSUR

STATIONSTA

STAGGEREDSTAGG

SOUND TRANSMISSION CLASSSTC

STANDARDSTD

STIFFENERSTIFF

STEELSTL

STORAGESTOR

STRUCTURALSTR

SUPPORTSUPP

SURFACESURF

SUSPENDEDSUSP

SYMBOL, SYMMETRICALSYM

SYSTEMSYS

TREAD, FLUSH MOUNTED TELEPHONET

TONGUE AND GROOVET&G

TOILET ACCESSORIESTA

TACKBOARD, TOWEL BARTB

TELEPHONETEL

TEMPORARY, TEMPEREDTEMP

TERRAZZOTERR

THICK(NESS)THK

TOP OF BEAMTOB

TOP OF CURB, CONCRETETOC

TOP OF PEDESTALTOP

TOP OF STEELTOS

TOP OF SLABTOSL

TOP OF WALLTOW

TOILET ROOMTR

TRANSITIONTRANS

TUBE STEELTS

TELEVISIONTV

TYPICALTYP

UNDERCOUNTERUC

UNIT HEATERUH

UNEXCAVATEDUNEX

UNFINISHEDUNFIN

UNLESS NOTED OTHERWISEUNO

URINALUR

UTILITYUTIL

VARIESVAR

VAPOR BARRIERVB

VINYL COMPOSITION TILEVCT

VENEERVEN

VERTICALVERT

VESTIBULEVEST

VERIFY IN FIELDVIF

VINYLVIN

VOLUMEVOL

VENEER PLASTERVP

VINYL TILEVT

VENT THRU ROOFVTR

VINYL WALL COVERINGVWC

WIDE, WOMEN'SW

WITHW/

WITHOUTW/O

WATER CLOSET, WHEELCHAIRWC

WOODWD

WIDE FLANGEWF

WINDOWWIN

WALK OFF MATWM

WORKING POINT, WATERPROOF(ING),WP

WALL PROTECTION

WR WATER RESISTANT, WASTE RECEPTOR

WS WATER STOP

WAINSCOTWSCT

WEIGHT, WINDOW TREATMENTWT

GENERAL ABBREVIATIONS

BRICK

CONCRETE

CONCRETE MASONRY UNIT

CRUSHED STONE

EARTH

INSULATION (BATT)

INSULATION (RIGID)

METAL (ALUMINUM)

METAL (STEEL, IRON)

PLYWOOD

WOOD FINISH

WOOD FRAMING & BLOCKING

GYPSUM WALL BOARD

COLUMN REFERENCE GRID

A

UP

DN

SLOPE UP

SLOPE DOWN

TRUE NORTH

BUILDING NORTH

KEYPLAN COMBINATION NORTH ARROW

KEYPLAN COMBINATION NORTH ARROW

N

FLOOR ELEVATION

EL 20'-0"

SYMBOL LEGEND

.1

EXIST WALLS, DOORS (SCREENED)

DEMOLITION WALLS, DOORS (DASHED)

NEW WALLS, DOORS (SOLID)

DOOR TAG

6" UNLESS NOTED OTHERWISE

ROOM

NAME

ROOM NAME AND NUMBER

PARTITION TYPE, SEE A4.1

G3A

ELEVATION REFERENCES (ARROW INDICATES DIRECTION OF VIEW)

A5.1.1

A3.3.2

INTERIOR ELEVATION NUMBER

MULTIPLE ELEVATION NUMBER A5.1.1

DETAIL NUMBER

SHEET NUMBER A3.3.2

TYP

NOTE

SECTION/DETAIL REFERENCES (ARROW INDICATES DIRECTION OF VIEW)

(DETAIL ELEVATION ON SAME SHEET)

(SHEET NUMBER NOT REQUIRED IF

DETAIL ELEVATION IS ON SAME SHEET)

A3.3.1.5

BUILDING SECTION NUMBER

SHEET NUMBER A3.3.15

TYP

NOTE

DETAIL PLAN/ELEVATION (BOX INDICATES AREA OF VIEW)

A2.1

DETAIL NUMBER

SHEET NUMBER

DIMENSION TO FACE

DIMENSION TO CENTERLINE

(TYP DIM. TO CENTERLINE OF PTN)

DIMENSION CONTINUES

LIMIT OF WORK

AREA OF REVISION

REVISION

DEMOLITION AND/OR ALTERATION NOTE

L2

W2

AP

EP

FEC

WORK POINT, CONTROL

POINT, OR DATUM POINT

CASEWORK UTILITY (INDIVIDUAL)

CASEWORK UTILITY (GROUP)

LOUVER TYPE

WINDOW TYPE

ACCESS PANEL

ELECTRIC PANEL

FIRE EXTINGUISHER CABINET

PB

A

CR

CARD READER

ACTUATOR (POWER OPERATOR)

PUSH BUTTON (RELEASE)

SENSORS (DOOR CONTROL)

1A3.2 EXTERIOR ELEVATION NUMBER A3.2

(SHEET NUMBER NOT REQUIRED IF

DETAIL ELEVATION IS ON SAME SHEET)

A3.3.1.5

WALL SECTION NUMBER

SHEET NUMBER A3.3.15

TYP

NOTE

A3.3.1.5

PLAN/SECTION DETAIL NUMBER

SHEET NUMBER A3.3.15

TYP

NOTE

2 G3A

PROJECT AREA LINE

PROPERTY LINE

THIS LINE GENERALLY INDICATES

THE AREA WHERE THE WORK OF

THIS PROJECT OCCURS;

SOME INCIDENTAL WORK MAY

OCCUR OUTSIDE THIS LINE.

KEY NOTE1

Project Number

Building Number

Drawing Number

Project Title

Location

DrawnChecked

Drawing Title

Approved:

VA FORM 08 - 6231

A

100% CONSTRUCTION

DOCUMENTS

FULLY SPRINKLERED

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

Phase

DESIGNER OF RECORD

A/E:

STAMPCONSULTANT

7 8 9 10

Envelope/ Structural Consultant:

321 4 5 6

Project Manager/ Electrical Consultant: Sustainability Consultant:

12/15/2023

C R e vi t L o ca l F ile s\

A

C E

N T

R A

L V

A M

C B ld g E n ve lo p e lg ilb e rt e w in g co le

.c o m .r vt

/1

/2

:5

:3

P M

G-003

ABBREVIATIONS & SYMBOL LIST

EwingCole

810 Light Street

Baltimore, Maryland 21230

(410) 837-5040

Wiss Janey Elstner

2941 Fairview Park Drive, Suite 300

Falls Church, Virginia 22042

(703) 641-4601

EXTERIOR GRANITE REPAIR

DESIGN

BALTIMORE, MARYLAND

512-23-901

AT LG

LRS Federal

565 Benfield Road, Suite 400

Severna Park, Maryland 21146

(410) 544-3570

Lorax Partnership, LLC

16 W. Hamilton Street

Baltimore, Maryland 21201

(443) 449-6319

Revisions: Date:

Issue Date

BUILDING SERVICE DOCK

OXYGEN DELIVERY/

HEARSE PICK-UP2

STERILIZERS

PTS

BB100F

WORK

STATIONS

ABOVE

AND

BELOW

EQUIP.

STORAGE

SHELVING

STORAGE

SHELVING

WORK

AREA

WORK

STATION

BREAK

AREA

WORK

STATION

WORK

STATIONS

AUTOMATED

MEDICINE

CAROUSEL

STORAGE

SHELVING

DOORS REMAIN

CLOSED AND

LOCKED

SAFETY/ GEMS (GREEN

ENVIRONMENTAL

MANAGEMENT SERVICE)

UP

UP

DN

UP

DN

UP

DNDN

DN

UP

UP

DN

DN

UP

UP

DN

N.I.C.

D2

A4

D2

D2

A4

D2

A4

D2

D2D8

AD-204 E1

AD-201

E1

AD-203

E1

AD-205

E4

AD-205

AD-205

D2

D6

B1

E1

B4

BUILDING

SERVICE

DOCK

OXYGEN

DELIVERY/

HEARSE

PICKUP 2

OXYGEN

DELIVERY/

HEARSE

PICKUP

D17

D2

D7

GENERAL DEMOLITION AND ALTERATION NOTES

1. CONTRACTOR SHALL NOT CONSIDER DEMOLITION AND ALTERATION NOTES TO BE ALL

INCLUSIVE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO INSPECT AND ASSESS EACH

AREA AND TO FULFILL THE INTENT OF THE WORK INDICATED BY THE CONTRACT

DOCUMENTS. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS WITHIN

THE CONTRACT LIMITS. DEVIATIONS FROM THE CONTRACT DOCUMENTS NECESSITATED

BY FIELD CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR

TO PROCEEDING WITH THE WORK.

2. CONTRACTOR SHALL CONSULT WITH THE OWNER IN ADVANCE OF DOING WORK TO

DETERMINE DISPOSITION OF ALL SIGNAGE, FIXTURES, CABINETS, SERVICES, EQUIPMENT

AND ITEMS REMOVED DURING THE DEMOLITION. REMOVE EXISTING FURNISHINGS AND

EQUIPMENT LEFT BEHIND TO BE DISCARDED BY OWNER.

3. PROVIDE TEMPORARY BARRIERS, BARRICADES, LIGHTING, FIRE PROTECTION, ETC. TO

PROTECT PERSONNEL AND ADJACENT SPACES PER THE REQUIREMENTS OF DIVISION 01

SECTION “TEMPORARY FACILITIES AND CONTROLS.”

4. PROVIDE TEMPORARY SAFEGUARDS AS REQUIRED TO PROTECT EXISTING FINISHES AND

EQUIPMENT TO REMAIN DURING DEMOLITION AND CONSTRUCTION.

5. WHERE EXISTING CONSTRUCTION, INCLUDING BUT NOT LIMITED TO, PARTITIONS, FLOORS

AND BASES, DOOR AND WINDOW FRAMES, CEILINGS, CASEWORK, EQUIPMENT,

ELECTRICAL AND MECHANICAL DEVICES, FIXTURES AND EQUIPMENT IS REMOVED OR

ALTERED, REPAIR ADJACENT SURFACES DISTURBED BY DEMOLITION OR ALTERATION

WORK AND PREPARE THESE SURFACES TO RECEIVE NEW SCHEDULED FINISHES. REPAIRS

TO SURFACES DEEMED BY THE ARCHITECT AND OWNER TO BE UNSATISFACTORY FOR

THE PURPOSE SHALL BE REMOVED AND REPLACED IN KIND.

6. REPAIRS TO FIRE, SMOKE OR ACOUSTICALLY RATED WALLS, FLOORS OR CEILINGS SHALL

BE MADE WITH MATERIALS APPROPRIATE TO ACHIEVE THE SAME RATING AS THE

EXISTING.

7. UNLESS NOTED OTHERWISE, REMOVE EXISTING PROJECTIONS, HANGERS, BOLTS, NAILS,

BRACKETS, VALANCES, ETC. FROM EXISTING WALLS AND COLUMNS. PATCH ALL HOLES TO

MATCH ADJACENT SURFACES FOR THE INSTALLATION OF NEW FINISHES.

8. ALL MECHANICAL AND ELECTRICAL WORK NOTED ON THE DEMOLITION DRAWINGS SHALL

BE REMOVED BY THE APPROPRIATE DIVISION 21, 22, 23, 25, 26, 27 AND 28

SUBCONTRACTORS.

9. MECHANICAL AND ELECTRICAL DEMOLITION IN FINISHED SPACES SHALL BE REMOVED

SUCH THAT ALL EXISTING TERMINATIONS WILL BE CONCEALED BEHIND THE NEW

CONSTRUCTION.

10. HOLES IN UL RATED FLOORS AND WALLS RESULTING FROM DEMOLITION OR REMOVALS

SHALL BE REPAIRED IN A MANNER CONSISTENT WITH THE ADJACENT UL RATED

CONSTRUCTION AND BE ACCEPTABLE TO THE AUTHORITY HAVING JURISDICTION.

11. REPORT ALL CRACKED OR DAMAGED EXTERIOR GLAZING TO OWNER AND ARCHITECT.

12. WHERE BRIDGE CONNECTS TO UNIVERSITY OF MARYLAND MEDICAL CENTER, ALL

ADJACENT CONSTRUCTION MUST BE PROTECTED. MAINTAIN EXISTING RATINGS AND

SEPARATION AT ALL TIMES.

13. ALL WORK INVOLVING SECURITY CAMERAS AND EQUIPMENT AS WELL AS ENTRANCE

DOORS MUT BE COORDINATED WITH VA POLICE.

14. ANY SIGNAGE WITHIN THE AREA OF WORK MUST BE REMOVED AND REINSTALLED.

COORDINATE LOCATIONS WITH OWNER.

Project Number

Building Number

Drawing Number

Project Title

Location

DrawnIssue Date Checked

Drawing Title

Approved:

VA FORM 08 - 6231

A

100% CONSTRUCTION

DOCUMENTS

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

1098765421

Phase

DESIGNER OF RECORD

A/E:

STAMPCONSULTANT

10987

Envelope/ Structural Consultant:

654321

Project Manager/ Electrical Consultant: Sustainability Consultant:

12/15/2023

C R e vi t L o ca l F ile s\ A

C

E N

T R

A L V

A M

C B ld g

E n ve lo p e lg ilb e rt e w in g co le .c o m

.r vt

/2

/2

:1 :1

P

M

AD-100

DEMOLITION PLAN BASEMENT

EwingCole

810 Light Street

Baltimore, Maryland 21230

(410) 837-5040

Wiss Janey Elstner

2941 Fairview Park Drive, Suite 300

Falls Church, Virginia 22042

(703) 641-4601

EXTERIOR GRANITE REPAIR

DESIGN

BALTIMORE, MARYLAND

512-23-901

LGAT

LRS Federal

565 Benfield Road, Suite 400

Severna Park, Maryland 21146

(410) 544-3570

Lorax Partnership, LLC

16 W. Hamilton Street

Baltimore, Maryland 21201

(443) 449-6319

N

8'0 16' 32' 48'1/16" = 1'-0"F1 DEMOLITION PLAN BASEMENT LEVEL

KEY KEYNOTE

EXISTING DOOR AND FRAME TO REMAIN. PREP AND REPAA4 INT.

GENERAL NOTE: REMOVE ALL EXISTING STONE CLADDING,D2 ASSOCIATED FRAMING,

HARDWARE, ANCHORS AND WEATHER BARRIER.

D7 REMOVE EXISTING RAILING SYSTEM. INFILL ALL PENETRATIONS IN SUBSTRATE.

D8 REMOVE EXISTING FENCE SYSTEM. SALVAGE FOR REINSTALLATION.

D17 REMOVE EXISTING STONE ROOF AT GAS STORAGE ROOM.

A B

CD

KEY PLAN

Date:Revisions:

07/23/2024Stair

3'-6" TALL KNEE WALL

ENTRANCE VESTIBULE

GARAGE

ELEVATORS

STAFF/

INPATIENT

ELEVATORS

ELEVATOR

73.00

C1-0

SECURE

SECURE

SECURE

SECURE

MRI

ZONE 2

MRI

ZONE 4

WORK

STATIONS

WORK

STATIONS

UP

DN

UP

UP

DNDN

UP

DN

UP

UP

DN

UP

UP

DN

UP

DN

DN

UP

(2) 3'-6"Wx3'-0"T METAL PICKET

PEDESTRIAN GATE

3'-6"Wx3'-0"T METAL

PICKET PEDESTRIAN

GATE

DNDN

DN

AD-203

E1

D2

D2

D2

D1

D3

D1

A5

D2

D2

A2

A6

A6

A2

A6

D2

D2

D2

D2

D2

D2

D2

D2

D2

D2

A7

A7

A7

A10

A4

N.I.C.

D5

D5

A6

D4

D4

D4 D4 D4 D4 D4

D4

D4

D8 D8

D7

AD-206E1

D7

AD-202E1

AD-204 E1

AD-201

E1

D4

A10

A24

D2

D2

D2

D2

A24

D2

D12

D13

D13

D13

D13

D13

D13

D13

D13

D13

D13

D13

D13

D13

D2

D7

GENERAL DEMOLITION AND ALTERATION NOTES

1. CONTRACTOR SHALL NOT CONSIDER DEMOLITION AND ALTERATION NOTES TO BE ALL

INCLUSIVE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO INSPECT AND ASSESS EACH

AREA AND TO FULFILL THE INTENT OF THE WORK INDICATED BY THE CONTRACT

DOCUMENTS. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS WITHIN

THE CONTRACT LIMITS. DEVIATIONS FROM THE CONTRACT DOCUMENTS NECESSITATED

BY FIELD CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR

TO PROCEEDING WITH THE WORK.

2. CONTRACTOR SHALL CONSULT WITH THE OWNER IN ADVANCE OF DOING WORK TO

DETERMINE DISPOSITION OF ALL SIGNAGE, FIXTURES, CABINETS, SERVICES, EQUIPMENT

AND ITEMS REMOVED DURING THE DEMOLITION. REMOVE EXISTING FURNISHINGS AND

EQUIPMENT LEFT BEHIND TO BE DISCARDED BY OWNER.

3. PROVIDE TEMPORARY BARRIERS, BARRICADES, LIGHTING, FIRE PROTECTION, ETC. TO

PROTECT PERSONNEL AND ADJACENT SPACES PER THE REQUIREMENTS OF DIVISION 01

SECTION “TEMPORARY FACILITIES AND CONTROLS.”

4. PROVIDE TEMPORARY SAFEGUARDS AS REQUIRED TO PROTECT EXISTING FINISHES AND

EQUIPMENT TO REMAIN DURING DEMOLITION AND CONSTRUCTION.

5. WHERE EXISTING CONSTRUCTION, INCLUDING BUT NOT LIMITED TO, PARTITIONS, FLOORS

AND BASES, DOOR AND WINDOW FRAMES, CEILINGS, CASEWORK, EQUIPMENT,

ELECTRICAL AND MECHANICAL DEVICES, FIXTURES AND EQUIPMENT IS REMOVED OR

ALTERED, REPAIR ADJACENT SURFACES DISTURBED BY DEMOLITION OR ALTERATION

WORK AND PREPARE THESE SURFACES TO RECEIVE NEW SCHEDULED FINISHES. REPAIRS

TO SURFACES DEEMED BY THE ARCHITECT AND OWNER TO BE UNSATISFACTORY FOR

THE PURPOSE SHALL BE REMOVED AND REPLACED IN KIND.

6. REPAIRS TO FIRE, SMOKE OR ACOUSTICALLY RATED WALLS, FLOORS OR CEILINGS SHALL

BE MADE WITH MATERIALS APPROPRIATE TO ACHIEVE THE SAME RATING AS THE

EXISTING.

7. UNLESS NOTED OTHERWISE, REMOVE EXISTING PROJECTIONS, HANGERS, BOLTS, NAILS,

BRACKETS, VALANCES, ETC. FROM EXISTING WALLS AND COLUMNS. PATCH ALL HOLES TO

MATCH ADJACENT SURFACES FOR THE INSTALLATION OF NEW FINISHES.

8. ALL MECHANICAL AND ELECTRICAL WORK NOTED ON THE DEMOLITION DRAWINGS SHALL

BE REMOVED BY THE APPROPRIATE DIVISION 21, 22, 23, 25, 26, 27 AND 28

SUBCONTRACTORS.

9. MECHANICAL AND ELECTRICAL DEMOLITION IN FINISHED SPACES SHALL BE REMOVED

SUCH THAT ALL EXISTING TERMINATIONS WILL BE CONCEALED BEHIND THE NEW

CONSTRUCTION.

10. HOLES IN UL RATED FLOORS AND WALLS RESULTING FROM DEMOLITION OR REMOVALS

SHALL BE REPAIRED IN A MANNER CONSISTENT WITH THE ADJACENT UL RATED

CONSTRUCTION AND BE ACCEPTABLE TO THE AUTHORITY HAVING JURISDICTION.

11. REPORT ALL CRACKED OR DAMAGED EXTERIOR GLAZING TO OWNER AND ARCHITECT.

12. WHERE BRIDGE CONNECTS TO UNIVERSITY OF MARYLAND MEDICAL CENTER, ALL

ADJACENT CONSTRUCTION MUST BE PROTECTED. MAINTAIN EXISTING RATINGS AND

SEPARATION AT ALL TIMES.

13. ALL WORK INVOLVING SECURITY CAMERAS AND EQUIPMENT AS WELL AS ENTRANCE

DOORS MUT BE COORDINATED WITH VA POLICE.

14. ANY SIGNAGE WITHIN THE AREA OF WORK MUST BE REMOVED AND REINSTALLED.

COORDINATE LOCATIONS WITH OWNER.

Project Number

Building Number

Drawing Number

Project Title

Location

DrawnChecked

Drawing Title

Approved:

VA FORM 08 - 6231

A

100% CONSTRUCTION

DOCUMENTS

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

1098765421

Phase

DESIGNER OF RECORD

A/E:

STAMPCONSULTANT

10987

Envelope/ Structural Consultant:

654321

Project Manager/ Electrical Consultant: Sustainability Consultant:

12/15/2023

C

R e v it L o c a l F ile s\

A

C

E N

T R

A L

V A

M C

B ld g E n v e lo p e lg ilb e rt e w in g co le .c o m

.r vt

/2

/2

:1

:2

P M

AD-101

DEMOLITION PLAN LEVEL 1

EwingCole

810 Light Street

Baltimore, Maryland 21230

(410) 837-5040

Wiss Janey Elstner

2941 Fairview Park Drive, Suite 300

Falls Church, Virginia 22042

(703) 641-4601

EXTERIOR GRANITE REPAIR

DESIGN

BALTIMORE, MARYLAND

512-23-901

LGAT

LRS Federal

565 Benfield Road, Suite 400

Severna Park, Maryland 21146

(410) 544-3570

Lorax Partnership, LLC

16 W. Hamilton Street

Baltimore, Maryland 21201

(443) 449-6319

N

8'0 16' 32' 8'41/16" = 1'-0"F1 DEMOLITION PLAN LEVEL 1

KEYNOTEKEY

EXISTING GLAZING SYSTEM TO REMAIN. PROTECT FRAMIA2 NG AND GLAZING THROUGOUT

CONSTRUCTION.

EXISTING DOOR AND FRAME TO REMAIN. PREP AND REPAA4 INT.

EXISTING GLAZED ENTRY SYSTEM TO REMAIN. WHERE DOA5 ORS ARE NOTED TO BE

REPLACED, ONLY DOOR AND ITS ASSOCIATED HARDWARE WILL BE REPLACED.

GENERAL NOTE: EXISTING LOUVER TO REMAIN. PREP AA6 ND REPAINT UNIT. SEE

SPECIFICATION SECTION 09 91 00.

EXISTING BOLLARD TO REMAIN.A7

EXISTING COLUMN TO REMAIN. PROVIDE NEW COLUMN CA10 OVER.

EXISTING DOOR SYSTEM TO REMAIN. PROTECT DURINGA24 CONSTRUCTION.

REMOVE EXISTING PERSONNEL DOOR. FRAME AND ADJACED1 NT ENTRY SYSTEM TO REMAIN.

GENERAL NOTE: REMOVE ALL EXISTING STONE CLADDING,D2 ASSOCIATED FRAMING,

HARDWARE, ANCHORS AND WEATHER BARRIER.

REMOVE EXISTING REVOLVING DOOR ASSEMBLY. FRAME AD3 ND ADJACENT ENTRY SYSTEM

TO REMAIN.

REMOVE EXISTING STONE CLADDING AT COLUMN. REMOVED4 TO SHEATHING.

EXISTING LOUVER TO REMAIN. REMOVE DUCTWORK TO ALD5 LOW REMOVAL OF EXISTING

STONE CLADDING, PREP AND PAINT. REINSTALL DUCTWORK AFTER INSTALLATION OF NEW

CLADDING AND PAINTING OF LOUVER.

REMOVE EXISTING RAILING SYSTEM. INFILL ALL PENETD7 RATIONS IN SUBSTRATE.

REMOVE EXISTING FENCE SYSTEM. SALVAGE FOR REINSTD8 ALLATION.

REMOVE EXISTING GRANITE FINISH AND ANY ASSOCIATED12 D SUPPORT FRAMING AT LOBBY.

REMOVE EXISTING SPECIAL CMU SHAPE, ALL LOCATIONSD13 . PREPARE FOR INSTALLATION

OF NEW CMU.

A B

CD

KEY PLAN

E

Date:Revisions:

07/23/2024Stair

RAMP UP

PTS

RAMP UP

RAMP UP

GATE

GATE

ALTAR

COMMUNION RAIL

OPEN TO BELOW

OPEN TO BELOW

123456

EWC

EWC

EWC

FD

FD

F D

UP

DN

LADDER

UP

DN

DN

UP

UP

UP

DN

UP

DN

UP

DN

UP

DN

UP

DN

UP

UP

UP

UP

1 2 3 4 5 6 7 8

10 11 12 13 14 15 16

A

B

C

D

E

F

G

H

0.5 1.5 15.5 16.5

B.2

B.3

C.7

C.8

D.3

D.4

F.7

G.2

B1

MATCH LINE

A-101E

N.I.C.

A6

A2

A2

D5

D5

A2

A6

D

D2

A2

D6D2

D4

A2

A6

D2

A6

D6 D6

D6

D2

D2

D2

D2

D2

D

D2

D2

D2

D4 D4 D4 D4 D4 D4

A6

A2

A2

A6

D2

D2

D

A

D2

D2

D2

D

A

AD-202E1

AD-201

E1

AD-204 E1

AD-203

E1

8'-11"

D11

D

D2

D10

GENERAL DEMOLITION AND ALTERATION NOTES

1. CONTRACTOR SHALL NOT CONSIDER DEMOLITION AND ALTERATION NOTES TO BE ALL

INCLUSIVE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO INSPECT AND ASSESS EACH

AREA AND TO FULFILL THE INTENT OF THE WORK INDICATED BY THE CONTRACT

DOCUMENTS. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS WITHIN

THE CONTRACT LIMITS. DEVIATIONS FROM THE CONTRACT DOCUMENTS NECESSITATED

BY FIELD CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR

TO PROCEEDING WITH THE WORK.

2. CONTRACTOR SHALL CONSULT WITH THE OWNER IN ADVANCE OF DOING WORK TO

DETERMINE DISPOSITION OF ALL SIGNAGE, FIXTURES, CABINETS, SERVICES, EQUIPMENT

AND ITEMS REMOVED DURING THE DEMOLITION. REMOVE EXISTING FURNISHINGS AND

EQUIPMENT LEFT BEHIND TO BE DISCARDED BY OWNER.

3. PROVIDE TEMPORARY BARRIERS, BARRICADES, LIGHTING, FIRE PROTECTION, ETC. TO

PROTECT PERSONNEL AND ADJACENT SPACES PER THE REQUIREMENTS OF DIVISION 01

SECTION “TEMPORARY FACILITIES AND CONTROLS.”

4. PROVIDE TEMPORARY SAFEGUARDS AS REQUIRED TO PROTECT EXISTING FINISHES AND

EQUIPMENT TO REMAIN DURING DEMOLITION AND CONSTRUCTION.

5. WHERE EXISTING CONSTRUCTION, INCLUDING BUT NOT LIMITED TO, PARTITIONS, FLOORS

AND BASES, DOOR AND WINDOW FRAMES, CEILINGS, CASEWORK, EQUIPMENT,

ELECTRICAL AND MECHANICAL DEVICES, FIXTURES AND EQUIPMENT IS REMOVED OR

ALTERED, REPAIR ADJACENT SURFACES DISTURBED BY DEMOLITION OR ALTERATION

WORK AND PREPARE THESE SURFACES TO RECEIVE NEW SCHEDULED FINISHES. REPAIRS

TO SURFACES DEEMED BY THE ARCHITECT AND OWNER TO BE UNSATISFACTORY FOR

THE PURPOSE SHALL BE REMOVED AND REPLACED IN KIND.

6. REPAIRS TO FIRE, SMOKE OR ACOUSTICALLY RATED WALLS, FLOORS OR CEILINGS SHALL

BE MADE WITH MATERIALS APPROPRIATE TO ACHIEVE THE SAME RATING AS THE

EXISTING.

7. UNLESS NOTED OTHERWISE, REMOVE EXISTING PROJECTIONS, HANGERS, BOLTS, NAILS,

BRACKETS, VALANCES, ETC. FROM EXISTING WALLS AND COLUMNS. PATCH ALL HOLES TO

MATCH ADJACENT SURFACES FOR THE INSTALLATION OF NEW FINISHES.

8. ALL MECHANICAL AND ELECTRICAL WORK NOTED ON THE DEMOLITION DRAWINGS SHALL

BE REMOVED BY THE APPROPRIATE DIVISION 21, 22, 23, 25, 26, 27 AND 28

SUBCONTRACTORS.

9. MECHANICAL AND ELECTRICAL DEMOLITION IN FINISHED SPACES SHALL BE REMOVED

SUCH THAT ALL EXISTING TERMINATIONS WILL BE CONCEALED BEHIND THE NEW

CONSTRUCTION.

10. HOLES IN UL RATED FLOORS AND WALLS RESULTING FROM DEMOLITION OR REMOVALS

SHALL BE REPAIRED IN A MANNER CONSISTENT WITH THE ADJACENT UL RATED

CONSTRUCTION AND BE ACCEPTABLE TO THE AUTHORITY HAVING JURISDICTION.

11. REPORT ALL CRACKED OR DAMAGED EXTERIOR GLAZING TO OWNER AND ARCHITECT.

12. WHERE BRIDGE CONNECTS TO UNIVERSITY OF MARYLAND MEDICAL CENTER, ALL

ADJACENT CONSTRUCTION MUST BE PROTECTED. MAINTAIN EXISTING RATINGS AND

SEPARATION AT ALL TIMES.

13. ALL WORK INVOLVING SECURITY CAMERAS AND EQUIPMENT AS WELL AS ENTRANCE

DOORS MUT BE COORDINATED WITH VA POLICE.

14. ANY SIGNAGE WITHIN THE AREA OF WORK MUST BE REMOVED AND REINSTALLED.

COORDINATE LOCATIONS WITH OWNER.

Project Number

Building Number

Drawing Number

Project Title

Location

DrawnChecked

Drawing Title

Approved:

VA FORM 08 - 6231

A

100% CONSTRUCTION

DOCUMENTS

FULLY SPRINKLERED

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

Phase

DESIGNER OF RECORD

A/E:

STAMPCONSULTANT

7 8 9 10

Envelope/ Structural Consultant:

321 4 5 6

Project Manager/ Electrical Consultant: Sustainability Consultant:

12/15/2023

C R e vi t L o ca l F ile s\

A

C E

N T

R A

L V

A M

C B ld g E n ve lo p e lg ilb e rt e w in g co le

.c o m .r vt

/1

/2

:5

:3

P M

AD-102

DEMOLITION PLAN LEVEL 2

EwingCole

810 Light Street

Baltimore, Maryland 21230

(410) 837-5040

Wiss Janey Elstner

2941 Fairview Park Drive, Suite 300

Falls Church, Virginia 22042

(703) 641-4601

EXTERIOR GRANITE REPAIR

DESIGN

BALTIMORE, MARYLAND

512-23-901

AT LG

LRS Federal

565 Benfield Road, Suite 400

Severna Park, Maryland 21146

(410) 544-3570

Lorax Partnership, LLC

16 W. Hamilton Street

Baltimore, Maryland 21201

(443) 449-6319

N

8'0 16' 32' 48'1/16" = 1'-0"F1 DEMOLITION PLAN LEVEL 2

KEYNOTEKEY

EXISTING GLAZING SYSTEM TO REMAIN. PROTECT FRAMIA2 NG AND GLAZING THROUGOUT

CONSTRUCTION.

GENERAL NOTE: EXISTING LOUVER TO REMAIN. PREP AA6 ND REPAINT UNIT. SEE

SPECIFICATION SECTION 09 91 00.

GENERAL NOTE: REMOVE ALL EXISTING STONE CLADDING,D2 ASSOCIATED FRAMING,

HARDWARE, ANCHORS AND WEATHER BARRIER.

REMOVE EXISTING STONE CLADDING AT COLUMN. REMOVED4 TO SHEATHING.

EXISTING LOUVER TO REMAIN. REMOVE DUCTWORK TO ALD5 LOW REMOVAL OF EXISTING

STONE CLADDING, PREP AND PAINT. REINSTALL DUCTWORK AFTER INSTALLATION OF NEW

CLADDING AND PAINTING OF LOUVER.

REMOVE LIGHT FIXTURES. EXISTING STUCCO FINISH TOD6 REMAIN. (DEDUCT ALT 02 - SEE

ELECTRICAL DRAWINGS)

REMOVE EXISTING WINDOW UNITS. SALVAGE WINDOWS FD10 OR REINSTALLATION. REMOVE

ALL GRANIT AT WINDOW JAMB, SILL AND HEAD.

REMOVE EXISTING SECURITY BARS AND GLAZING. PREPD11 ARE OPENING FOR INSTALLATION

OF NEW WINDOW UNIT.

A B

CD

KEY PLAN

Revisions: Date:

WARD CLEARK

COMMUNICATION CENTER

M.S.

M.S.

S

LO

P E

S

LO

P E

S

LO

P E

S

LO

P E

S

LO

P E

S

LO

P E

S

LO

P E

S-14

DN

UP

DN

UP

DN

UP

UP

UP

DN

UP

DN

DN

UP

DN

UP

DN

UP

UP

DN

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16

A

B

C

D

E

F

G

H

0.5 1.5 15.5 16.5

B.2

B.3

C.7

C.8

D.3

D.4

F.7

G.2

AD-203

E1

N.I.C.

A

A

A1

D2

A2

A6

D2

A2

D2

A6

D2

D2

D2

A6

D2

A2

D2 A

A1

A

A

A6

A2

A6

A2

A

D2

D2

D2

D2

D2

D2

A6

D2

D2

A2

D2

AD-202E1

AD-201

E1

AD-204 E1

GENERAL DEMOLITION AND ALTERATION NOTES

1. CONTRACTOR SHALL NOT CONSIDER DEMOLITION AND ALTERATION NOTES TO BE ALL

INCLUSIVE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO INSPECT AND ASSESS EACH

AREA AND TO FULFILL THE INTENT OF THE WORK INDICATED BY THE CONTRACT

DOCUMENTS. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS WITHIN

THE CONTRACT LIMITS. DEVIATIONS FROM THE CONTRACT DOCUMENTS NECESSITATED

BY FIELD CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR

TO PROCEEDING WITH THE WORK.

2. CONTRACTOR SHALL CONSULT WITH THE OWNER IN ADVANCE OF DOING WORK TO

DETERMINE DISPOSITION OF ALL SIGNAGE, FIXTURES, CABINETS, SERVICES, EQUIPMENT

AND ITEMS REMOVED DURING THE DEMOLITION. REMOVE EXISTING FURNISHINGS AND

EQUIPMENT LEFT BEHIND TO BE DISCARDED BY OWNER.

3. PROVIDE TEMPORARY BARRIERS, BARRICADES, LIGHTING, FIRE PROTECTION, ETC. TO

PROTECT PERSONNEL AND ADJACENT SPACES PER THE REQUIREMENTS OF DIVISION 01

SECTION “TEMPORARY FACILITIES AND CONTROLS.”

4. PROVIDE TEMPORARY SAFEGUARDS AS REQUIRED TO PROTECT EXISTING FINISHES AND

EQUIPMENT TO REMAIN DURING DEMOLITION AND CONSTRUCTION.

5. WHERE EXISTING CONSTRUCTION, INCLUDING BUT NOT LIMITED TO, PARTITIONS, FLOORS

AND BASES, DOOR AND WINDOW FRAMES, CEILINGS, CASEWORK, EQUIPMENT,

ELECTRICAL AND MECHANICAL DEVICES, FIXTURES AND EQUIPMENT IS REMOVED OR

ALTERED, REPAIR ADJACENT SURFACES DISTURBED BY DEMOLITION OR ALTERATION

WORK AND PREPARE THESE SURFACES TO RECEIVE NEW SCHEDULED FINISHES. REPAIRS

TO SURFACES DEEMED BY THE ARCHITECT AND OWNER TO BE UNSATISFACTORY FOR

THE PURPOSE SHALL BE REMOVED AND REPLACED IN KIND.

6. REPAIRS TO FIRE, SMOKE OR ACOUSTICALLY RATED WALLS, FLOORS OR CEILINGS SHALL

BE MADE WITH MATERIALS APPROPRIATE TO ACHIEVE THE SAME RATING AS THE

EXISTING.

7. UNLESS NOTED OTHERWISE, REMOVE EXISTING PROJECTIONS, HANGERS, BOLTS, NAILS,

BRACKETS, VALANCES, ETC. FROM EXISTING WALLS AND COLUMNS. PATCH ALL HOLES TO

MATCH ADJACENT SURFACES FOR THE INSTALLATION OF NEW FINISHES.

8. ALL MECHANICAL AND ELECTRICAL WORK NOTED ON THE DEMOLITION DRAWINGS SHALL

BE REMOVED BY THE APPROPRIATE DIVISION 21, 22, 23, 25, 26, 27 AND 28

SUBCONTRACTORS.

9. MECHANICAL AND ELECTRICAL DEMOLITION IN FINISHED SPACES SHALL BE REMOVED

SUCH THAT ALL EXISTING TERMINATIONS WILL BE CONCEALED BEHIND THE NEW

CONSTRUCTION.

10. HOLES IN UL RATED FLOORS AND WALLS RESULTING FROM DEMOLITION OR REMOVALS

SHALL BE REPAIRED IN A MANNER CONSISTENT WITH THE ADJACENT UL RATED

CONSTRUCTION AND BE ACCEPTABLE TO THE AUTHORITY HAVING JURISDICTION.

11. REPORT ALL CRACKED OR DAMAGED EXTERIOR GLAZING TO OWNER AND ARCHITECT.

12. WHERE BRIDGE CONNECTS TO UNIVERSITY OF MARYLAND MEDICAL CENTER, ALL

ADJACENT CONSTRUCTION MUST BE PROTECTED. MAINTAIN EXISTING RATINGS AND

SEPARATION AT ALL TIMES.

13. ALL WORK INVOLVING SECURITY CAMERAS AND EQUIPMENT AS WELL AS ENTRANCE

DOORS MUT BE COORDINATED WITH VA POLICE.

14. ANY SIGNAGE WITHIN THE AREA OF WORK MUST BE REMOVED AND REINSTALLED.

COORDINATE LOCATIONS WITH OWNER.

Project Number

Building Number

Drawing Number

Project Title

Location

DrawnIssue Date Checked

Drawing Title

Approved:

VA FORM 08 - 6231

A

100% CONSTRUCTION

DOCUMENTS

FULLY SPRINKLERED

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

Phase

DESIGNER OF RECORD

A/E:

STAMPCONSULTANT

7 8 9 10

Envelope/ Structural Consultant:

321 4 5 6

Project Manager/ Electrical Consultant: Sustainability Consultant:

12/15/2023

C R e vi t L o ca l F ile s\

A

C E

N T

R A

L V

A M

C B ld g E n ve lo p e lg ilb e rt e w in g co le

.c o m .r vt

/1

/2

:5

:3

P M

AD-103

DEMOLITION PLAN LEVELS 3-6

EwingCole

810 Light Street

Baltimore, Maryland 21230

(410) 837-5040

Wiss Janey Elstner

2941 Fairview Park Drive, Suite 300

Falls Church, Virginia 22042

(703) 641-4601

EXTERIOR GRANITE REPAIR

DESIGN

BALTIMORE, MARYLAND

512-23-901

AT LG

LRS Federal

565 Benfield Road, Suite 400

Severna Park, Maryland 21146

(410) 544-3570

Lorax Partnership, LLC

16 W. Hamilton Street

Baltimore, Maryland 21201

(443) 449-6319

N

8'0 16' 32' 48'

1/16" = 1'-0"F1 DEMOLITION PLAN LEVELS 3-6

KEYNOTEKEY

GENERAL NOTE: EXISTING CURTAINWALL - NOT IN CONTA1 RACT. PROTECT FRAMING AND

GLAZING THROUGHOUT CONSTRUCTION.

EXISTING GLAZING SYSTEM TO REMAIN. PROTECT FRAMIA2 NG AND GLAZING THROUGOUT

CONSTRUCTION.

GENERAL NOTE: EXISTING LOUVER TO REMAIN. PREP AA6 ND REPAINT UNIT. SEE

SPECIFICATION SECTION 09 91 00.

GENERAL NOTE: REMOVE ALL EXISTING STONE CLADDING,D2 ASSOCIATED FRAMING,

HARDWARE, ANCHORS AND WEATHER BARRIER.

A B

CD

KEY PLAN

Revisions: Date:

RAMP

UP

RAMP

UP

RAMP

UP

RAMP

UP

ATRIUM

OPEN TO BELOW

ATRIUM

OPEN TO BELOW

MEZZANINE ABOVE

DN

DN

UP

DN

DN

UP

DN

DN

DN

UP

DN

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16

A

B

C

D

E

F

G

H

0.5 1.5 15.5 16.5

B.2

B.3

C.7

C.8

D.3

D.4

F.7

G.2

D2

D2

A6

A6

A6

A6

D2

A6

A6

D2

D2

D2

AD-202E1

AD-204 E1

AD-201

E1

AD-203

E1

A2

A6

A6

A2

A6

A6

A6

A6

A2

D2

D2

D2

N.I.C.

GENERAL DEMOLITION AND ALTERATION NOTES

1. CONTRACTOR SHALL NOT CONSIDER DEMOLITION AND ALTERATION NOTES TO BE ALL

INCLUSIVE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO INSPECT AND ASSESS EACH

AREA AND TO FULFILL THE INTENT OF THE WORK INDICATED BY THE CONTRACT

DOCUMENTS. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS WITHIN

THE CONTRACT LIMITS. DEVIATIONS FROM THE CONTRACT DOCUMENTS NECESSITATED

BY FIELD CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR

TO PROCEEDING WITH THE WORK.

2. CONTRACTOR SHALL CONSULT WITH THE OWNER IN ADVANCE OF DOING WORK TO

DETERMINE DISPOSITION OF ALL SIGNAGE, FIXTURES, CABINETS, SERVICES, EQUIPMENT

AND ITEMS REMOVED DURING THE DEMOLITION. REMOVE EXISTING FURNISHINGS AND

EQUIPMENT LEFT BEHIND TO BE DISCARDED BY OWNER.

3. PROVIDE TEMPORARY BARRIERS, BARRICADES, LIGHTING, FIRE PROTECTION, ETC. TO

PROTECT PERSONNEL AND ADJACENT SPACES PER THE REQUIREMENTS OF DIVISION 01

SECTION “TEMPORARY FACILITIES AND CONTROLS.”

4. PROVIDE TEMPORARY SAFEGUARDS AS REQUIRED TO PROTECT EXISTING FINISHES AND

EQUIPMENT TO REMAIN DURING DEMOLITION AND CONSTRUCTION.

5. WHERE EXISTING CONSTRUCTION, INCLUDING BUT NOT LIMITED TO, PARTITIONS, FLOORS

AND BASES, DOOR AND WINDOW FRAMES, CEILINGS, CASEWORK, EQUIPMENT,

ELECTRICAL AND MECHANICAL DEVICES, FIXTURES AND EQUIPMENT IS REMOVED OR

ALTERED, REPAIR ADJACENT SURFACES DISTURBED BY DEMOLITION OR ALTERATION

WORK AND PREPARE THESE SURFACES TO RECEIVE NEW SCHEDULED FINISHES. REPAIRS

TO SURFACES DEEMED BY THE ARCHITECT AND OWNER TO BE UNSATISFACTORY FOR

THE PURPOSE SHALL BE REMOVED AND REPLACED IN KIND.

6. REPAIRS TO FIRE, SMOKE OR ACOUSTICALLY RATED WALLS, FLOORS OR CEILINGS SHALL

BE MADE WITH MATERIALS APPROPRIATE TO ACHIEVE THE SAME RATING AS THE

EXISTING.

7. UNLESS NOTED OTHERWISE, REMOVE EXISTING PROJECTIONS, HANGERS, BOLTS, NAILS,

BRACKETS, VALANCES, ETC. FROM EXISTING WALLS AND COLUMNS. PATCH ALL HOLES TO

MATCH ADJACENT SURFACES FOR THE INSTALLATION OF NEW FINISHES.

8. ALL MECHANICAL AND ELECTRICAL WORK NOTED ON THE DEMOLITION DRAWINGS SHALL

BE REMOVED BY THE APPROPRIATE DIVISION 21, 22, 23, 25, 26, 27 AND 28

SUBCONTRACTORS.

9. MECHANICAL AND ELECTRICAL DEMOLITION IN FINISHED SPACES SHALL BE REMOVED

SUCH THAT ALL EXISTING TERMINATIONS WILL BE CONCEALED BEHIND THE NEW

CONSTRUCTION.

10. HOLES IN UL RATED FLOORS AND WALLS RESULTING FROM DEMOLITION OR REMOVALS

SHALL BE REPAIRED IN A MANNER CONSISTENT WITH THE ADJACENT UL RATED

CONSTRUCTION AND BE ACCEPTABLE TO THE AUTHORITY HAVING JURISDICTION.

11. REPORT ALL CRACKED OR DAMAGED EXTERIOR GLAZING TO OWNER AND ARCHITECT.

12. WHERE BRIDGE CONNECTS TO UNIVERSITY OF MARYLAND MEDICAL CENTER, ALL

ADJACENT CONSTRUCTION MUST BE PROTECTED. MAINTAIN EXISTING RATINGS AND

SEPARATION AT ALL TIMES.

13. ALL WORK INVOLVING SECURITY CAMERAS AND EQUIPMENT AS WELL AS ENTRANCE

DOORS MUT BE COORDINATED WITH VA POLICE.

14. ANY SIGNAGE WITHIN THE AREA OF WORK MUST BE REMOVED AND REINSTALLED.

COORDINATE LOCATIONS WITH OWNER.

Project Number

Building Number

Drawing Number

Project Title

Location

DrawnIssue Date Checked

Drawing Title

Approved:

VA FORM 08 - 6231

A

100% CONSTRUCTION

DOCUMENTS

FULLY SPRINKLERED

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

Phase

DESIGNER OF RECORD

A/E:

STAMPCONSULTANT

7 8 9 10

Envelope/ Structural Consultant:

321 4 5 6

Project Manager/ Electrical Consultant: Sustainability Consultant:

12/15/2023

C R e vi t L o ca l F ile s\

A

C E

N T

R A

L V

A M

C B ld g E n ve lo p e lg ilb e rt e w in g co le

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:5

:4

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AD-107

DEMOLITION PLAN LEVEL 7/ ROOF

EwingCole

810 Light Street

Baltimore, Maryland 21230

(410) 837-5040

Wiss Janey Elstner

2941 Fairview Park Drive, Suite 300

Falls Church, Virginia 22042

(703) 641-4601

EXTERIOR GRANITE REPAIR

DESIGN

BALTIMORE, MARYLAND

512-23-901

AT LG

LRS Federal

565 Benfield Road, Suite 400

Severna Park, Maryland 21146

(410) 544-3570

Lorax Partnership, LLC

16 W. Hamilton Street

Baltimore, Maryland 21201

(443) 449-6319

N

8'0 16' 32' 48'1/16" = 1'-0"F1 DEMOLITION PLAN LEVEL 7 / ROOF

KEYNOTEKEY

EXISTING GLAZING SYSTEM TO REMAIN. PROTECT FRAMIA2 NG AND GLAZING THROUGOUT

CONSTRUCTION.

GENERAL NOTE: EXISTING LOUVER TO REMAIN. PREP AA6 ND REPAINT UNIT. SEE

SPECIFICATION SECTION 09 91 00.

GENERAL NOTE: REMOVE ALL EXISTING STONE CLADDING,D2 ASSOCIATED FRAMING,

HARDWARE, ANCHORS AND WEATHER BARRIER.

A B

CD

KEY PLAN

1ST FLR

74' - 0"

2ND FLR

92' - 0"

3RD FLR

110' - 0"

4TH FLR

128' - 0"

BASEMENT

56' - 0"

7TH FLR / ROOF

182' - 0"

12345678910111213141516 0.51.515.516.5

5TH FLR

146' - 0"

6TH FLR

164' - 0"

SRVC BAY ROOF

200' - 0"

8TH FLR

210' - 1 1/2"

8TH FLR ROOF

227' - 0"

PATIENT EL. PENT.

234' - 6 3/4"

B1

PENT. ROOF

245' - 4"

A6

D2

D2

D2

D2

A2A2A2A2A2A2A2A2A2A2A2A2 A2A2A2A2A2A2A2A2A2A2A2

A1

A3

A3

A3

A3

A3

D2

A1

D2

D2

D5

A2 A2 A2 A2 A2 A2

A24

D13

D16D16 D16 D16

A16

GENERAL DEMOLITION AND ALTERATION NOTES

1. CONTRACTOR SHALL NOT CONSIDER DEMOLITION AND ALTERATION NOTES TO BE

ALL INCLUSIVE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO INSPECT AND

ASSESS EACH AREA AND TO FULFILL THE INTENT OF THE WORK INDICATED BY THE

CONTRACT DOCUMENTS. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND

DIMENSIONS WITHIN THE CONTRACT LIMITS. DEVIATIONS FROM THE CONTRACT

DOCUMENTS NECESSITATED BY FIELD CONDITIONS SHALL BE BROUGHT TO THE

ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE WORK.

2. CONTRACTOR SHALL CONSULT WITH THE OWNER IN ADVANCE OF DOING WORK

TO DETERMINE DISPOSITION OF ALL SIGNAGE, FIXTURES, CABINETS, SERVICES,

EQUIPMENT AND ITEMS REMOVED DURING THE DEMOLITION. REMOVE EXISTING

FURNISHINGS AND EQUIPMENT LEFT BEHIND TO BE DISCARDED BY OWNER.

3. BUILDING WILL BE OCCUPIED THROUGHOUT CONSTRUCTION. CONTRACTOR MUST

COORDINATE ALL WORK WITH OWNER TO ENSURE ANY DISRUPTIONS OF

SERVICES OR ACCESS TO BUILDING IS MINIMIZED.

4. PROVIDE TEMPORARY BARRIERS, BARRICADES, LIGHTING, FIRE PROTECTION, ETC.

TO PROTECT PERSONNEL AND ADJACENT SPACES PER THE REQUIREMENTS OF

DIVISION 01 SECTION “TEMPORARY FACILITIES AND CONTROLS.”

5. PROVIDE TEMPORARY SAFEGUARDS AS REQUIRED TO PROTECT EXISTING

FINISHES AND EQUIPMENT TO REMAIN DURING DEMOLITION AND CONSTRUCTION.

WHERE EXISTING CONSTRUCTION, INCLUDING BUT NOT L6. IMITED TO, PARTITIONS,

FLOORS AND BASES, DOOR AND WINDOW FRAMES, CEILINGS, CASEWORK,

EQUIPMENT, ELECTRICAL AND MECHANICAL DEVICES, FIXTURES AND EQUIPMENT

IS REMOVED OR ALTERED, REPAIR ADJACENT SURFACES DISTURBED BY

DEMOLITION OR ALTERATION WORK AND PREPARE THESE SURFACES TO RECEIVE

NEW SCHEDULED FINISHES. REPAIRS TO SURFACES DEEMED BY THE ARCHITECT

AND OWNER TO BE UNSATISFACTORY FOR THE PURPOSE SHALL BE REMOVED

AND REPLACED IN KIND.REPAIRS TO FIRE, SMOKE OR ACOUSTICALLY RATED

WALLS, FLOORS OR CEILINGS SHALL BE MADE WITH MATERIALS APPROPRIATE TO

ACHIEVE THE SAME RATING AS THE EXISTING.

UNLESS NOTED OTHERWISE, REMOVE EXISTING PROJECTI7. ONS, HANGERS, BOLTS,

NAILS, BRACKETS, VALANCES, ETC. FROM EXISTING WALLS AND COLUMNS. PATCH

ALL HOLES TO MATCH ADJACENT SURFACES FOR THE INSTALLATION OF NEW

FINISHES.

ALL MECHANICAL AND ELECTRICAL WORK NOTED ON THE8. DEMOLITION DRAWINGS

SHALL BE REMOVED BY THE APPROPRIATE DIVISION 21, 22, 23, 25, 26, 27 AND 28

SUBCONTRACTORS.

MECHANICAL AND ELECTRICAL DEMOLITION IN FINISHED9. SPACES SHALL BE

REMOVED SUCH THAT ALL EXISTING TERMINATIONS WILL BE CONCEALED BEHIND

THE NEW CONSTRUCTION.

HOLES IN UL RATED FLOORS AND WALLS RESULTING FR10. OM DEMOLITION OR

REMOVALS SHALL BE REPAIRED IN A MANNER CONSISTENT WITH THE ADJACENT

UL RATED CONSTRUCTION AND BE ACCEPTABLE TO THE AUTHORITY HAVING

JURISDICTION.

REPORT ALL CRACKED OR DAMAGED EXTERIOR GLAZING11. TO OWNER AND

ARCHITECT.

WHERE BRIDGE CONNECTS TO UNIVERSITY OF MARYLAND12. MEDICAL CENTER, ALL

ADJACENT CONSTRUCTION MUST BE PROTECTED. MAINTAIN EXISTING RATINGS

AND SEPARATION AT ALL TIMES.

Project Number

Building Number

Drawing Number

Project Title

Location

DrawnIssue Date Checked

Drawing Title

Approved:

VA FORM 08 - 6231

A

100% CONSTRUCTION

DOCUMENTS

FULLY SPRINKLERED

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

Phase

DESIGNER OF RECORD

A/E:

STAMPCONSULTANT

7 8 9 10

Envelope/ Structural Consultant:

321 4 5 6

Project Manager/ Electrical Consultant: Sustainability Consultant:

12/15/2023

C R e vi t L o ca l F ile s\

A

C E

N T

R A

L V

A M

C B ld g E n ve lo p e lg ilb e rt e w in g co le

.c o m .r vt

/1

/2

:5

:5

P M

AD-201

DEMOLITION ELEVATION NORTH

EwingCole

810 Light Street

Baltimore, Maryland 21230

(410) 837-5040

Wiss Janey Elstner

2941 Fairview Park Drive, Suite 300

Falls Church, Virginia 22042

(703) 641-4601

EXTERIOR GRANITE REPAIR

DESIGN

BALTIMORE, MARYLAND

512-23-901

AT LG

LRS Federal

565 Benfield Road, Suite 400

Severna Park, Maryland 21146

(410) 544-3570

Lorax Partnership, LLC

16 W. Hamilton Street

Baltimore, Maryland 21201

(443) 449-6319

3/32" = 1'-0"E1 DEMOLITION ELEVATION NORTH

KEYNOTEKEY

GENERAL NOTE: EXISTING CURTAINWALL - NOT IN CONTA1 RACT. PROTECT FRAMING AND

GLAZING THROUGHOUT CONSTRUCTION.

EXISTING GLAZING SYSTEM TO REMAIN. PROTECT FRAMIA2 NG AND GLAZING THROUGOUT

CONSTRUCTION.

EXISTING CLADDING AT MECHANICAL SPACES, PENTHOUSEA3 AND SERVICE FLOOR TO

REMAIN. NOT IN CONTRACT

GENERAL NOTE: EXISTING LOUVER TO REMAIN. PREP AA6 ND REPAINT UNIT. SEE

SPECIFICATION SECTION 09 91 00.

EXISTING BOX SIGN TO BE REMOVED AND REINSTALLEDA16 UPON COMPLETION OF

RECLADDING.

EXISTING DOOR SYSTEM TO REMAIN. PROTECT DURINGA24 CONSTRUCTION.

GENERAL NOTE: REMOVE ALL EXISTING STONE CLADDING,D2 ASSOCIATED FRAMING,

HARDWARE, ANCHORS AND WEATHER BARRIER.

EXISTING LOUVER TO REMAIN. REMOVE DUCTWORK TO ALD5 LOW REMOVAL OF EXISTING

STONE CLADDING, PREP AND PAINT. REINSTALL DUCTWORK AFTER INSTALLATION OF NEW

CLADDING AND PAINTING OF LOUVER.

REMOVE EXISTING SPECIAL CMU SHAPE, ALL LOCATIONSD13 . PREPARE FOR INSTALLATION

OF NEW CMU.

REMOVE EXISTING WALL MOUNTED LIGHT FIXTURE. (DED16 DUCT ALT 02 - SEE ELECTRICAL

DRAWINGS)

8'0 16' 32'

2ND FLR

92' - 0"

3RD FLR

110' - 0"

4TH FLR

128' - 0"

BASEMENT

56' - 0"

7TH FLR / ROOF

182' - 0"

ABCDEFGH B.2B.3C.7C.8D.3D.4F.7G.2

5TH FLR

146' - 0"

6TH FLR

164' - 0"

SRVC BAY ROOF

200' - 0"

8TH FLR

210' - 1 1/2"

8TH FLR ROOF

227' - 0"

PATIENT EL. PENT.

234' - 6 3/4"

BA

PENT. ROOF

245' - 4"

A2 A2 A2 A2A2A2A2A2A2A2A2A2

A6A6

A6

A6 A6

A6

A6

A1

A1

D2

D2

A2

A2

A2

A3

A1

A2

D8

A5

D1 D3

D1

A2A2 A2A2A2

D13

GENERAL DEMOLITION AND ALTERATION NOTES

1. CONTRACTOR SHALL NOT CONSIDER DEMOLITION AND ALTERATION NOTES TO BE

ALL INCLUSIVE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO INSPECT AND

ASSESS EACH AREA AND TO FULFILL THE INTENT OF THE WORK INDICATED BY THE

CONTRACT DOCUMENTS. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND

DIMENSIONS WITHIN THE CONTRACT LIMITS. DEVIATIONS FROM THE CONTRACT

DOCUMENTS NECESSITATED BY FIELD CONDITIONS SHALL BE BROUGHT TO THE

ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE WORK.

2. CONTRACTOR SHALL CONSULT WITH THE OWNER IN ADVANCE OF DOING WORK

TO DETERMINE DISPOSITION OF ALL SIGNAGE, FIXTURES, CABINETS, SERVICES,

EQUIPMENT AND ITEMS REMOVED DURING THE DEMOLITION. REMOVE EXISTING

FURNISHINGS AND EQUIPMENT LEFT BEHIND TO BE DISCARDED BY OWNER.

3. BUILDING WILL BE OCCUPIED THROUGHOUT CONSTRUCTION. CONTRACTOR MUST

COORDINATE ALL WORK WITH OWNER TO ENSURE ANY DISRUPTIONS OF

SERVICES OR ACCESS TO BUILDING IS MINIMIZED.

4. PROVIDE TEMPORARY BARRIERS, BARRICADES, LIGHTING, FIRE PROTECTION, ETC.

TO PROTECT PERSONNEL AND ADJACENT SPACES PER THE REQUIREMENTS OF

DIVISION 01 SECTION “TEMPORARY FACILITIES AND CONTROLS.”

5. PROVIDE TEMPORARY SAFEGUARDS AS REQUIRED TO PROTECT EXISTING

FINISHES AND EQUIPMENT TO REMAIN DURING DEMOLITION AND CONSTRUCTION.

WHERE EXISTING CONSTRUCTION, INCLUDING BUT NOT L6. IMITED TO, PARTITIONS,

FLOORS AND BASES, DOOR AND WINDOW FRAMES, CEILINGS, CASEWORK,

EQUIPMENT, ELECTRICAL AND MECHANICAL DEVICES, FIXTURES AND EQUIPMENT

IS REMOVED OR ALTERED, REPAIR ADJACENT SURFACES DISTURBED BY

DEMOLITION OR ALTERATION WORK AND PREPARE THESE SURFACES TO RECEIVE

NEW SCHEDULED FINISHES. REPAIRS TO SURFACES DEEMED BY THE ARCHITECT

AND OWNER TO BE UNSATISFACTORY FOR THE PURPOSE SHALL BE REMOVED

AND REPLACED IN KIND.REPAIRS TO FIRE, SMOKE OR ACOUSTICALLY RATED

WALLS, FLOORS OR CEILINGS SHALL BE MADE WITH MATERIALS APPROPRIATE TO

ACHIEVE THE SAME RATING AS THE EXISTING.

UNLESS NOTED OTHERWISE, REMOVE EXISTING PROJECTI7. ONS, HANGERS, BOLTS,

NAILS, BRACKETS, VALANCES, ETC. FROM EXISTING WALLS AND COLUMNS. PATCH

ALL HOLES TO MATCH ADJACENT SURFACES FOR THE INSTALLATION OF NEW

FINISHES.

ALL MECHANICAL AND ELECTRICAL WORK NOTED ON THE8. DEMOLITION DRAWINGS

SHALL BE REMOVED BY THE APPROPRIATE DIVISION 21, 22, 23, 25, 26, 27 AND 28

SUBCONTRACTORS.

MECHANICAL AND ELECTRICAL DEMOLITION IN FINISHED9. SPACES SHALL BE

REMOVED SUCH THAT ALL EXISTING TERMINATIONS WILL BE CONCEALED BEHIND

THE NEW CONSTRUCTION.

HOLES IN UL RATED FLOORS AND WALLS RESULTING FR10. OM DEMOLITION OR

REMOVALS SHALL BE REPAIRED IN A MANNER CONSISTENT WITH THE ADJACENT

UL RATED CONSTRUCTION AND BE ACCEPTABLE TO THE AUTHORITY HAVING

JURISDICTION.

REPORT ALL CRACKED OR DAMAGED EXTERIOR GLAZING11. TO OWNER AND

ARCHITECT.

WHERE BRIDGE CONNECTS TO UNIVERSITY OF MARYLAND12. MEDICAL CENTER, ALL

ADJACENT CONSTRUCTION MUST BE PROTECTED. MAINTAIN EXISTING RATINGS

AND SEPARATION AT ALL TIMES.

Project Number

Building Number

Drawing Number

Project Title

Location

DrawnIssue Date Checked

Drawing Title

Approved:

VA FORM 08 - 6231

A

100% CONSTRUCTION

DOCUMENTS

FULLY SPRINKLERED

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

Phase

DESIGNER OF RECORD

A/E:

STAMPCONSULTANT

7 8 9 10

Envelope/ Structural Consultant:

321 4 5 6

Project Manager/ Electrical Consultant: Sustainability Consultant:

12/15/2023

C R e vi t L o ca l F ile s\

A

C E

N T

R A

L V

A M

C B ld g E n ve lo p e lg ilb e rt e w in g co le

.c o m .r vt

/1

/2

:5

:0

P M

AD-202

DEMOLITION ELEVATION EAST

EwingCole

810 Light Street

Baltimore, Maryland 21230

(410) 837-5040

Wiss Janey Elstner

2941 Fairview Park Drive, Suite 300

Falls Church, Virginia 22042

(703) 641-4601

EXTERIOR GRANITE REPAIR

DESIGN

BALTIMORE, MARYLAND

512-23-901

AT LG

LRS Federal

565 Benfield Road, Suite 400

Severna Park, Maryland 21146

(410) 544-3570

Lorax Partnership, LLC

16 W. Hamilton Street

Baltimore, Maryland 21201

(443) 449-6319

3/32" = 1'-0"E1 DEMOLITION ELEVATION EAST

KEYNOTEKEY

GENERAL NOTE: EXISTING CURTAINWALL - NOT IN CONTA1 RACT. PROTECT FRAMING AND

GLAZING THROUGHOUT CONSTRUCTION.

EXISTING GLAZING SYSTEM TO REMAIN. PROTECT FRAMIA2 NG AND GLAZING THROUGOUT

CONSTRUCTION.

EXISTING CLADDING AT MECHANICAL SPACES, PENTHOUSEA3 AND SERVICE FLOOR TO

REMAIN. NOT IN CONTRACT

EXISTING GLAZED ENTRY SYSTEM TO REMAIN. WHERE DOA5 ORS ARE NOTED TO BE

REPLACED, ONLY DOOR AND ITS ASSOCIATED HARDWARE WILL BE REPLACED.

GENERAL NOTE: EXISTING LOUVER TO REMAIN. PREP AA6 ND REPAINT UNIT. SEE

SPECIFICATION SECTION 09 91 00.

REMOVE EXISTING PERSONNEL DOOR. FRAME AND ADJACED1 NT ENTRY SYSTEM TO REMAIN.

GENERAL NOTE: REMOVE ALL EXISTING STONE CLADDING,D2 ASSOCIATED FRAMING,

HARDWARE, ANCHORS AND WEATHER BARRIER.

REMOVE EXISTING REVOLVING DOOR ASSEMBLY. FRAME AD3 ND ADJACENT ENTRY SYSTEM

TO REMAIN.

REMOVE EXISTING FENCE SYSTEM. SALVAGE FOR REINSTD8 ALLATION.

REMOVE EXISTING SPECIAL CMU SHAPE, ALL LOCATIONSD13 . PREPARE FOR INSTALLATION

OF NEW CMU.

8'0 16' 32'

D2

A2

D2

A2

D2

D2

D7

D8 D8

A4 A4

A2 A2 A2 A2 A2 A2 A2 A2 A2 A2 A2

A2 A2 A2

D13

D7

GENERAL DEMOLITION AND ALTERATION NOTES

1. CONTRACTOR SHALL NOT CONSIDER DEMOLITION AND ALTERATION NOTES TO BE

ALL INCLUSIVE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO INSPECT AND

ASSESS EACH AREA AND TO FULFILL THE INTENT OF THE WORK INDICATED BY THE

CONTRACT DOCUMENTS. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND

DIMENSIONS WITHIN THE CONTRACT LIMITS. DEVIATIONS FROM THE CONTRACT

DOCUMENTS NECESSITATED BY FIELD CONDITIONS SHALL BE BROUGHT TO THE

ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE WORK.

2. CONTRACTOR SHALL CONSULT WITH THE OWNER IN ADVANCE OF DOING WORK

TO DETERMINE DISPOSITION OF ALL SIGNAGE, FIXTURES, CABINETS, SERVICES,

EQUIPMENT AND ITEMS REMOVED DURING THE DEMOLITION. REMOVE EXISTING

FURNISHINGS AND EQUIPMENT LEFT BEHIND TO BE DISCARDED BY OWNER.

3. BUILDING WILL BE OCCUPIED THROUGHOUT CONSTRUCTION. CONTRACTOR MUST

COORDINATE ALL WORK WITH OWNER TO ENSURE ANY DISRUPTIONS OF

SERVICES…