512-22-2084_LR Bldg 14 Prosthetics Renovation_Submission_Drawings - Fully Stamped_Signed.pdf

COVER SHEET

G001

LOCH RAVEN BLDG. 14 PROSTHETICS RENOVATION

VA MEDICAL HEALTHCARE SYSTEM - NRM PROJECT - 512-22-208, VISN 5

BALTIMORE, MD 21201

100% SUBMISSION - BID FINAL DOCUMENTS - JUNE 7, 2023

MAP OF VICINITY SITE PLAN

BLDG. 14BLDG. 14

INDEX OF DRAWINGS

SHEET DISCIPLINE TITLE SHEET NO.

G001 GENERAL COVER SHEET 1

G002 ARCHITECTURAL GENERAL NOTES, SYMBOLS AND ABBREVIATIONS 2

AD101 ARCHITECTURAL REMOVAL PLAN 3

AD102 ARCHITECTURAL REMOVAL ROOF PLAN 4

A101 ARCHITECTURAL NEW WORK PLAN 5

A102 ARCHITECTURAL NEW WORK ROOF PLAN 6

A201 ARCHITECTURAL INTERIOR ELEVATIONS 7

A301 ARCHITECTURAL BUILDING ELEVATIONS 8

A501 ARCHITECTURAL DETAILS 9

A601 ARCHITECTURAL SCHEDULES, PARTITION TYPES 10

I001 ARCHITECTURAL FINISH BOARD 11

SS100 STRUCTURAL STRUCTURAL GENERAL NOTES 12

SS101 STRUCTURAL PART FOUNDATION AND ROOF FRAMING PLAN 13

SS201 STRUCTURAL TYPICAL FOUNDATION & FRAMING DETAILS 14

M001 MECHANICAL MECHANICAL GENERAL NOTES, SYMBOLS AND ABBREVIATIONS 15

MD101 MECHANICAL MECHANICAL - FLOOR AND ROOF PLANS - DEMOLITION 16

M101 MECHANICAL MECHANICAL - FLOOR AND ROOF PLANS - NEW WORK 17

M601 MECHANICAL MECHANICAL SCHEDULES AND DETAILS 18

P001 PLUMBING PLUMBING GENERAL NOTES, SYMBOLS AND ABBREVIATIONS 19

PD101 PLUMBING PLUMBING - FLOOR AND ROOF PLANS - DEMOLITION 20

P101 PLUMBING PLUMBING - FLOOR AND ROOF PLANS - NEW WORK 21

P601 PLUMBING PLUMBING SCHEDULES AND DETAILS 22

ES001 ELECTRICAL ELECTRICAL SYMBOLS AND ABBREVIATIONS 23

ED101 ELECTRICAL ELECTRICAL - FLOOR PLANS - LIGHTING AND POWER - DEMOLITION 24

ES101 ELECTRICAL ELECTRICAL - FLOOR PLANS - LIGHTING AND POWER - NEW WORK 25

ES102 ELECTRICAL ELECTRICAL - ROOF PLANS - POWER - DEMOLITION AND NEW WORK 26

ES601 ELECTRICAL ELECTRICAL PANELBOARD SCHEDULES AND RISER DIAGRAM 27

FA001 FIRE PROTECTION FIRE SUPPRESSION NOTES, SYMBOLS, AND ABBREVIATIONS 28

FAD101 FIRE PROTECTION FIRE SUPPRESSION PLAN LEVEL 1 DEMOLITION 29

FA201 FIRE PROTECTION FIRE SUPPRESSION PLAN LEVEL 1 NEW WORK 30

FA501 FIRE PROTECTION FIRE SUPPRESSION DETAILS 31

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

Phase

ARCH./ENGINEER OF RECORD

ENGINEERS:

STAMPSUBCONSULTANTS

321 4 5 6 7 8 9 10

Revisions: Date:

VETERAN DESIGN & CONSTRUCTION INC. VAMC LOCH RAVEN

BID FINAL DOCUMENTS

DELTA ENGINEERS, ARCHITECTS & SURVEYORS

LR BLDG 14 PROSTHETICS 512-22-208

06/07/2023

FIRE PROTECTION ENGINEERS

8815 CENTRE PARK DRIVE, SUITE 200

COLUMBIA, MD 21045

410.794.1600

STRUCTURAL ENGINEERING

952 RIDGEBROOK ROAD, SUITE 1700

SPARKS, MARYLAND 21152

410.467.2377

MORABITO CONSULTANTS, INC.

5523 RESEARCH PARK DRIVE SUITE 110

BALTIMORE, MARYLAND 21228

443.543.5081

KOFFEL ASSOCIATES

8401 CONNECTICUT AVE SUITE 350

CHEVY CHASE, MARYLAND 20815

301.718.0080

INDUSTRIAL HYGIENIST

15850 CRABBS BRANCH WAY, STE 200

ROCKVILLE, MARYLAND 20855

240.499.7325

APEX COMPANIES, LLC

MC / NH KW

DOOR TAG

REMOVAL KEY NOTE

ANNOTATION SYMBOLS LEGEND:

WALL / PARTITION TYPE TAG

DETAIL ELEVATION

EXTERIOR ELEVATION

CALLOUT LASSO

XXX

DIMENSION STRING

X'-X"

X-XXXX

X-XXX

X

X

X-XXX

X

X-XXX

X

DETAIL SECTIONBUILDING

SECTION

WALL SECTION

NORTH

NORTH ARROW

1ST FLOOR

100' - 0"

ELEVATION MARKER

DETAIL

NUMBER

SHEET

DETAIL NUMBER

(TYP.)

SHEET (TYP.)

ROOM TAG

ROOM

REVISION IDENTIFICATION

REVISION

REVISION NUMBER

A WINDOW TAG

DOOR (EXISTING)

DOOR

(NEW CONSTRUCTION)

R#

RENOVATION KEY NOTE

EXISTING CONSTRUCTION

(TO BE REMOVED)

XXX

A

WINDOW TAG

WINDOW UNIT

DOOR

DOOR TAG

EXAMPLE:

A101

SIM

A101

SIM

A

ACT ACOUSTICAL CEILING TILE

ADJ ADJACENT

AFF ABOVE FINISH FLOOR

ALUM ALUMINUM

ANOD ANODIZED

@ AT

B

BLKG BLOCKING

C

CAB CABINET

CCT CUBICLE CURTAIN TRACK

CG CORNER WALL GUARD

CLG CEILING

CLO CLOSET

CMU CONCRETE MASONRY UNIT

CONC CONCRETE

CONT CONTINUOUS

CORR CORRIDOR

CSS CLINICAL SERVICE SINK

CPT CARPET

CT CERAMIC TILE

D

DET DETAIL

DIA DIAMETER

DIM DIMENSION

DR DOOR

DWG DRAWING

DWR DRAWER

E

EA EACH

EG END WALL GUARD

ELEC ELECTRIC(AL)

ELEV ELEVATOR/ ELEVATION

EMER EMERGENCY

EQUIP EQUIPMENT

ETR EXISTING TO REMAIN

EWC ELECTRIC WATER COOLER

EXIST EXISTING

EXT EXTERIOR

F

FA FIRE ALARM

FT FEET/ FOOT

FD FLOOR DRAIN

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FHS FIRE HOSE STATION (CABINET)

FHV FIRE HOSE VALVE CABINET

FLR FLOOR(ING)

FLUOR FLUORESCENT

FR FRAME

FVC FIRE VALVE CABINET

G

GALV GALVANIZE(D)

GB GRAB BAR

GC GENERAL CONTRACTOR

GOVT GOVERNMENT

GWB GYPSUM WALL BOARD

H

HC HOLLOWCORE

HDW HARDWARE

HGT HEIGHT

HM HOLLOW METAL

HORIZ HORIZONTAL

I

IB INTEGRAL BASE

ID INSIDE DIAMETER

IN INCH(ES)

INT INTERIOR

INTEG INTEGRAL

INTLK INTERLOCK

L

LAM LAMINATE(D)

LAV LAVATORY

LB POUND

LT LENGTH

LH LEFT HAND

LHRB LEFT HAND REVERSE BEVEL

LOCK LOCKERS

LVR LOUVER

M

MA MEDICAL AIR

MAX MAXIMUM

MED MEDICAL/MEDICATIONS

MFR MANUFACTURER

MIN MINIMUM

MISC MISCELLANEOUS

MO MASONRY OPENING

MTL METAL

N

N NORTH/ NITROGEN

NC NURSE CALL

NEG NEGATIVE

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NTS NOT TO SCALE

O

OA OVERALL

OC ON CENTER

OD OUTSIDE DIAMETER

OH OPPOSITE HAND

O/OX OXYGEN

OPG OPENING

P

PL PLATE

PLAM PLASTIC LAMINATE

PLYWD PLYWOOD

PNL PANEL

PNT PAINT

PR PAIR

PNT PAINT(ED)

PRT PARTITION

R

RB RESILIENT BASE

REQ REQUIRED

RESIL RESILIENT

REV REVISED

RH RIGHT HAND

RHRB RIGHT HAND REVERSE BEVEL

RO ROUGH OPENING

S

S SOUTH

SCW SOLID CORE WOOD

SEAL SEALANT

SECT SECTION

SHT SHEET

SIM SIMILAR

SPEC SPECIFICATION(S)

SQ SQUARE

SSM SOLID SURFACE MATERIAL

SS STAINLESS STEEL

SSV SEAMLESS SHEET VINYL

STL STEEL

STN STAIN

STOR STORAGE

STRUCT STRUCTURAL

SV SHEET VINYL

T

TC TERRA COTTA

TEL TELEPHONE

TEMP TEMPORARY

THK THICK(NESS)

TOC TOP OF CURB

TOIL TOILET

TOS TOP OF SLAB/ TOP OF STEEL

TPTN TOILET PARTITION

TV TELEVISION

TW TOP OF WALL

TYP TYPICAL

TZ TERRAZZO

U

UNO UNLESS NOTED OTHERWISE

UON UNLESS OTHERWISE NOTED

V

VAC VACUUM

VB VAPOR BARRIER

VCT VINYL COMPOSITION TILE

VERT VERTICAL

VIF VERIFY IN FIELD

VWC VINYL WALL COVERING

W

W WEST

W/ WITH

WC WATER CLOSET/

WATER COOLER/

WALL COVERING

WD WOOD

WG WIRE GLASS

WH WALL HUNG

W/O WITHOUT

WP WATERPROOF(ING)

WR WATER RESISTANT

WS WEATHERSTRIPPING

WSCT WAINSCOT

WT WEIGHT

ABBREVIATIONS

HATCH LEGEND

CONCRETE

(CAST IN PLACE OR PRECAST)

GYPSUM WALL BOARD

CONCRETE MASONRY

EARTH

RIGID INSULATION

BATT INSULATION

WOOD / LUMBER

PLYWOOD

STEEL

UNDERBED MATERIAL

BRICK

ø 5

0"

30" MIN.

M

IN

TURNING RADIUS WHEELCHAIR APPROACH

ADA CLEARANCES:

M

IN

MAX.

6"

M

IN

MIN.

11"

MIN.

8"

MAX.

17" - 25"

KNEE & TOE CLEARANCES

WALL MOUNTED SCONCE

ACCESS HATCH/PANEL

CEILING HEIGHT A.F.F.X' - X"

REFLECTED CEILING PLAN LEGEND

1X4 LIGHT FIXTURE

(SHADING DENOTES EMERGENCY LIGHT)

RECESSED CAN LIGHT FIXTURE

OCCUPANCY SENSOR

2x2 ACOUSTICAL CEILING TILE

GYPSUM WALL BOARD

2X4 LIGHT FIXTURE

(SHADING DENOTES EMERGENCY LIGHT)

2X2 LIGHT FIXTURE

(SHADING DENOTES EMERGENCY LIGHT)

EXIT LIGHT

OS

EXTERIOR WALL PACK LIGHT

RETURN DIFFUSER - SIZES VARIES

NOTE: REFER TO 'FP', 'M', AND 'E' DRAWINGS FOR EXACT FIXTURE /

EQUIPMENT TYPE(S), SIZES AND ADDITIONAL INFORMATION.

2x4 ACOUSTICAL CEILING TILE

EXHAUST DIFFUSER - SIZES VARIES

SUPPLY DIFFUSER - SIZES VARIES

EMERGENCY LIGHT UNIT

COMBO EXIT/EMERGENCY LIGHT UNIT

SPRINKLER HEAD

Project Director

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

Phase

ENGINEER OF RECORD STAMPSUBCONSULTANTS

321 4 5 6 7 8 9 10

DELTA ENGINEERS, ARCHITECTS & SURVEYORS

8401 CONNECTICUT AVE SUITE 350

CHEVY CHASE, MARYLAND 20815

301.718.0080

MORABITO CONSULTANTS, INC.

STRUCTURAL ENGINEERING

952 RIDGEBROOK ROAD, SUITE 1700

SPARKS, MARYLAND 21152

410.467.2377

KOFFEL ASSOCIATES, INC.

8815 CENTRE PARK DR STE 200

COLUMBIA, MD 21045

410.750.2246

VETERAN DESIGN & CONSTRUCTION INC.

5523 RESEARCH PARK DRIVE SUITE 110

BALTIMORE, MARYLAND 21228

443.543.5081

512-22-208LR BLDG 14 PROSTHETICS

VAMC LOCH RAVEN

NORTH KEYPLAN

BLDG 14

06/07/2023

F R e v it L o c a ls

\2

.8

.0

V A

M C

L o c h

R a v e n -B ld

P ro s th e ti c s R e n o v

L A rr ia z a

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/2

:1

:1

P

M

G002

GENERAL NOTES, SYBMOLS, AND

ABBREVIATIONS

BID FINAL DOCUMENTS

EJL LAARevisions: Date:

R1

EXISTING TO REMAIN

R2

R5

R6

R7

R1

R5R5

R11

R11

R2

R12

R13

± 1' - 0"

AS PER GC TO

PERFORM WORK

TEMPORARY

BARRIER

R18

R5 R5

R5

R5

R12

0"

M

IN

1'

+/- 5' - 2 1/2" +/- 3' - 9 1/2"

R13

R10

R9

R4

EXISTING TO REMAIN

R4

R4

R4

SCALE: 1/4" = 1'-0"AD101

1 FIRST FLOOR-REMOVAL PLAN

GENERAL REMOVAL NOTES

A. ITEMS DESIGNATED ON PLAN BY DASHED LINE ARE EXISTING ELEMENTS TO BE

REMOVED. REFER TO OTHER TRADE DRAWINGS FOR OTHER REMOVALS, INCLUDING

MODIFICATIONS THAT MAY EXTEND BEYOND AREAS SHOWN.

B. FOR DURATION OF PROJECT, EXISTING CONSTRUCTION AND/OR EQUIPMENT TO

REMAIN FROM DAMAGE OR CONSTRUCTION ACTIVITIES. WHERE CONSTRUCTION

ACTIVITIES RESULT IN DAMAGE TO EXISTING CONSTRUCTION TO BE RETAINED,

REPLACE/REPAIR EXISTING CONSTRUCTION TO RETURN IT TO ITS ORIGINAL

CONDITION. WHERE REMOVAL OF EXISTING CONSTRUCTION, PIPING, DUCTWORK, AND

OTHER ITEMS CREATES OPENINGS IN WALLS, FLOORS OR CEILINGS, PATCH OPENINGS

IMMEDIATELY WITH SAME MATERIALS AS ADJACENT CONSTRUCTION AND/OR TO

MAINTAIN REQUIRED FIRE RATING.

C. PROVIDE FULL HEIGHT TEMPORARY CONSTRUCTION BARRIERS WHERE REQUIRED TO

PREVENT DUST POLLUTION OF SURROUNDING OCCUPIED AREAS. SEAL AIR-TIGHT.

PARTITIONS MUST BE INSTALLED IN ACCORDANCE WITH FIRE PROTECTION AND

EGRESS REQUIREMENTS. MAINTAIN MEANS OF EGRESS ACCESS TO EXITS DURING

CONSTRUCTION.

D. TAKE PROPER MEASURES TO PREVENT DUST MIGRATION TO AREAS OUTSIDE THE

CONSTRUCTION AREA BY CLOSING ALL OPENINGS IN DUCTS, WALLS, FLOORS AND

CEILINGS. PROVIDE CONTINUOUS EXHAUST TO EXTERIOR TO MAINTAIN NEGATIVE

PRESSURE IN CONSTRUCTION AREA.

E. COORDINATE WITH OWNER FOR EQUIPMENT TO BE SALVAGED AND RETURNED TO

OWNER. THE OWNER WILL RETAIN ALL SALVAGE THAT IS OF VALUE AS DESIGNATED BY

THE USER OR BUILDING ENGINEER. REMOVE FROM THE BUILDING AND DISPOSE OF IN

A LAWFUL MANNER ALL DEBRIS AND/OR ITEMS NOT RETAINED BY OWNER.

F. INSTALL ADHESIVE MATS INSIDE AND OUTSIDE EACH ACCESS DOOR TO

CONSTRUCTION AREA.

G. COORDINATE WITH OTHER TRADE DRAWINGS FOR REMOVAL WORK, AS REQUIRED.

REMOVAL KEY NOTES

R1 REMOVE EXISTING PARTITION. PATCH AND REPAIR AS NEEDED.

R2 REMOVE PORTION OF PARTITION FOR NEW WINDOW OPENING.

R3 REMOVE EXISTING ROOF & FLASHING, PREP AREA TO RECEIVE NEW ROOF

ASSEMBLY.

R4 REMOVE EXISTING CEILING. PREP AREA TO RECEIVE NEW LIGHTING AND CEILING.

R5 REMOVE EXISTING GUARDRAIL & REMOVE PORTIONS OF DAMAGED CURB, PATCH

AND REPAIR CURB AS NEEDED.

R6 REMOVE EXISTING WALL MOUNTED TV, STORE FOR REUSE.

R7 REMOVE EXISTING FLOORING. PREP SURFACE TO RECEIVE NEW FINISH.

R8 REMOVE EXISTING MECHANICAL UNIT & REMOVE EXISTING CURB

R9 REMOVE EXISTING BUILDING SIGN, PATCH AND REPAIR DAMAGED BRICK.

R10 REMOVE EXISTING CANOPY & COLUMNS. PATCH & REPAIR DAMAGED BRICK AFTER

CANOPY IS REMOVED. PATCH AND REPAIR CONCRETE SLAB @ COLUMNS.

R11 REMOVE COUNTER BASE AND WALL CABINETS. PATCH AND REPAIR WALL.

R12 REMOVE EXISTING DOOR AND FRAME

R13 REMOVE PORTION OF PARTITION. PREP AREA TO RECEIVE NEW DOOR AND FRAME.

R14 REMOVE EXISTING EXHAUST FAN UNIT & REMOVE EXISTING ROOF CURB.

R15 REMOVE EXISTING ROOF DRAIN.

R16 EXISTING ROOF TO REMAIN

R17 EXISTING LADDER TO REMAIN. REMOVE/REINSTALL AS NECESSARY TO FACILITATE

WORK.

R18 REMOVE EXISTING INTERCOM , MOVE TO NEW RECEPTION DESK WALL SEE

ELEVATION 2/ A-201

SCALE: 1/4" = 1'-0"AD101

2 FIRST FLOOR-REMOVAL RCP

TRUE NORTH PLAN NORTH

TRUE NORTH PLAN NORTH

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

Phase

ENGINEER OF RECORD STAMPSUBCONSULTANTS

321 4 5 6 7 8 9 10

DELTA ENGINEERS, ARCHITECTS & SURVEYORS

8401 CONNECTICUT AVE SUITE 350

CHEVY CHASE, MARYLAND 20815

301.718.0080

MORABITO CONSULTANTS, INC.

STRUCTURAL ENGINEERING

952 RIDGEBROOK ROAD, SUITE 1700

SPARKS, MARYLAND 21152

410.467.2377

KOFFEL ASSOCIATES, INC.

8815 CENTRE PARK DR STE 200

COLUMBIA, MD 21045

410.750.2246

VETERAN DESIGN & CONSTRUCTION INC.

5523 RESEARCH PARK DRIVE SUITE 110

BALTIMORE, MARYLAND 21228

443.543.5081

512-22-208LR BLDG 14 PROSTHETICS

VAMC LOCH RAVEN

NORTH KEYPLAN

BLDG 14

06/07/2023

F R e v it L o c a ls

\2

.8

.0

V A

M C

L o c h

R a v e n -B ld

P ro s th e ti c s R e n o v

L A rr ia z a

.r v t

/7

/2

:1

:2

P

M

AD101

REMOVAL PLAN BID FINAL DOCUMENTS

0'

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

1' 2' 8'4'

Project Director

R3

R8

R10

R14

R14

R15

R15

11' - 0" 34' - 9" 3' - 5"

R16

R17

R15

R9

R8

ROOF REMOVAL SYMBOLS LEGEND

NOTE: REFER TO 'P', 'M', AND 'E' DRAWINGS FOR EXACT EQUIPMENT TYPE(S) AND SIZES

AND ADDITIONAL INFORMATION.

RTU

EXISTING DECOY TO REMAIN. PROVIDE PROTECTIVE COVERING FOR DURATION

OF WORK.

EXISTING ANTENNA TO REMAIN UNLESS OTHERWISE NOTED. REMOVE/PROVIDE

TEMPORARY PROTECTION DURING WORK. REINSTALL ANTENNAE AND RETURN

TO ORIGINAL CONDITION AT COMPLETION OF WORK.

EXISTING SECURITY CAMERA TO REMAIN.

EXISTING PIPE PENETRATION THROUGH WALL. PROVIDE CURB FLASHING

AS DETAILED.

RD

PEC

DCY

ANT ANT ANT

PIPE

VTR

LV

CO

LDR

X" VTR

EFN-X

EV

SR

EXISTING EXHAUST PIPE AT FACE OF WALL TO REMAIN.

PROVIDE ROOF FLASHING SHEET ADHERED TO ROOF FIELD. REINSTALL

DOWNSPOUT AND SPLASH BLOCK.

DS

GUTTER

EP

GP

COND

X" HS

LR

LDR

GV

ROOF TOP UNIT TO REMAIN. REMOVE FLASHING AND PREP CURB FOR

INSTALLATION. REFER TO M-DRAWINGS FOR ADDITIONAL INFORMATION

ROOFTOP DUCTWORK TO REMAIN. REMOVE FLASHINGS / SUPPORTS. PROVIDE

TEMPORARY SUPPORT THROUGHOUT COURSE OF THE WORK. REFER TO M-

DRAWINGS FOR ADDITIONAL INFORMATION

ROOFTOP PIPING TO REMAIN. REMOVE FLASHING AND PREP FOR INSTALLATION.

REFER TO P-DRAWINGS FOR ADDITIONAL INFORMATION.

CONDENSING UNIT TO REMAIN. REMOVE FLASHINGS AND PREPARE FOR

INSTALLATION OF SPECIFIED ROOF SYSTEM FLASHINGS. REFER TO M-DRAWINGS

FOR ADDITIONAL INFORMATION.

EXTENT OF SCOPE OF WORK AT ROOF FIELD: REMOVE GRAVEL SURFACING,

MEMBRANES, INSULATION, PROTECTION BOARD AND VAPOR BARRIER DOWN

TO EXISTING DECK. PREPARE DECK FOR INSTALLATION OF SPECIFIED ROOF

SYSTEM.

EXISTING VENT THROUGH ROOF TO REMAIN. REMOVE FLASHING BOOTS,

CLAMPING RINGS, AND OTHER ROOF FLASHINGS, CLEAN AND PREPARE FOR

INSTALLATION OF SPECIFIED ROOF SYSTEM FLASHINGS.

REMOVE POWERED EXHAUST FAN, CLEAN AND STORE FOR REINSTALLATION.

FIELD VERIFY CURB HEIGHT AND PREPARE CURB FOR INSTALLATION OF

ADDITIONAL WOOD BLOCKING. PREPARE CURB FOR INSTALLATION OF

SPECIFIED ROOF SYSTEM FLASHINGS.

REMOVE POWERED EXHAUST VENT, CLEAN AND STORE FOR REINSTALLATION.

FIELD VERIFY CURB HEIGHT AND PREPARE CURB FOR INSTALLATION OF

ADDITIONAL WOOD BLOCKING AND PREPARE FOR INSTALLATION OF SPECIFIED

ROOF SYSTEM FLASHINGS.

REMOVE EXISTING GRAVITY VENT. CLEAN AND STORE FOR REINSTALLATION.

FIELD VERIFY CURB HEIGHT AND PREPARE CURB FOR INSTALLATION OF

ADDITIONAL WOOD BLOCKING AND PREPARE FOR INSTALLATION OF SPECIFIED

ROOF SYSTEM FLASHINGS.

EXISTING ROOF DRAIN TO REMAIN. REMOVE CLAMPING RING AND BASKET.

REMOVE ROOF HATCH, CLEAN AND STORE FOR REINSTALLATION. FIELD VERIFY

HEIGHT ABOVE ROOF FIELD, CLEAN AND PREPARE CURB FOR INSTALLATION OF

ADDITIONAL BLOCKING AND SPECIFIED ROOF SYSTEM FLASHINGS.

EXISTING PHOTOELECTRIC CONTROLLER, PIPE AND ASSOCIATED CONDUIT TO

REMAIN. REMOVE FLASHING AND PREPARE FOR INSTALLATION OF SPECIFIED

ROOF SYSTEM FLASHINGS.

FIELD VERIFY HEIGHT OF EXISTING VENT PIPE THROUGH ROOF. CLEAN AND

PREPARE PIPE FOR FIELD WELDING OF COPPER FITTING AND PIPE EXTENSION.

EXISTING LOUVER OPENING. REMOVE CURB FLASHING AND PREPARE SUBSTRATE

FOR SPECIFIED ROOF SYSTEM FLASHINGS.

EXISTING COVERED OPENING. REMOVE CURB FLASHING, AND PREPARE

SUBSTRATE FOR SPECIFIED ROOF SYSTEM FLASHINGS.

PROVIDE SPECIFIED LADDER AT LOCATIONS INDICATED. PROVIDE WALKWAY PADS

AT LADDER TOP AT UPPER ROOF AND AT LADDER BASE. FLASH LADDER BASE WITH

PENETRATION POCKETS.

REMOVE WALKWAY PADS.

REMOVE SURFACE RUST, LOOSE PAINT FROM EXISTING LADDER. CLEAN AND

PREPARE FOR PAINTING.

PHOTOELECTRIC SENSOR PIPE TO REMAIN. REMOVE FLASHINGS AND PREPARE

FOR INSTALLATION OF SPECIFIED ROOF SYSTEM FLASHINGS.

TEMPORARILY REMOVE LIGHTNING PROTECTION SYSTEM. CLEAN, AND SET ASIDE

FOR REINSTALLATION.

EXISTING HOT STACK TO REMAIN. REMOVE FLASHINGS AND PREPARE FOR

INSTALLATION OF SPECIFIED ROOF SYSTEM FLASHINGS.

RELOCATE CONDENSER UNIT, CLEAN AND SET ASIDE FOR REINSTALLATION.

REMOVE CONCRETE PAD/BASE FLASHINGS.

REMOVE SUPPORTS AT GAS PIPE TO REMAIN. CLEAN AND STORE FOR

REINSTALLATION.

THROUGH WALL SCUPPER. REMOVE METAL INSERT, SEALANT ALL AROUND

PERIMETER OF SCUPPER TRIM AT FACE OF WALL, AND SCUPPER ROOF

FLASHINGS. PREPARE SCUPPER OPENING FOR INSTALLATION OF SPECIFIED

ROOF SYSTEM FLASHINGS.

EXISTING GUTTER, DEBRIS STOP, AND DOWNSPOUT TO REMAIN. CLEAN AND

PROVIDE TEMPORARY PROTECTION DURING THE WORK.

SCALE: 1/4" = 1'-0"AD102

1 ROOF-REMOVAL PLAN

GENERAL REMOVAL NOTES

A. ITEMS DESIGNATED ON PLAN BY DASHED LINE ARE EXISTING ELEMENTS TO BE

REMOVED. REFER TO OTHER TRADE DRAWINGS FOR OTHER REMOVALS, INCLUDING

MODIFICATIONS THAT MAY EXTEND BEYOND AREAS SHOWN.

B. FOR DURATION OF PROJECT, EXISTING CONSTRUCTION AND/OR EQUIPMENT TO

REMAIN FROM DAMAGE OR CONSTRUCTION ACTIVITIES. WHERE CONSTRUCTION

ACTIVITIES RESULT IN DAMAGE TO EXISTING CONSTRUCTION TO BE RETAINED,

REPLACE/REPAIR EXISTING CONSTRUCTION TO RETURN IT TO ITS ORIGINAL

CONDITION. WHERE REMOVAL OF EXISTING CONSTRUCTION, PIPING, DUCTWORK, AND

OTHER ITEMS CREATES OPENINGS IN WALLS, FLOORS OR CEILINGS, PATCH OPENINGS

IMMEDIATELY WITH SAME MATERIALS AS ADJACENT CONSTRUCTION AND/OR TO

MAINTAIN REQUIRED FIRE RATING.

C. PROVIDE FULL HEIGHT TEMPORARY CONSTRUCTION BARRIERS WHERE REQUIRED TO

PREVENT DUST POLLUTION OF SURROUNDING OCCUPIED AREAS. SEAL AIR-TIGHT.

PARTITIONS MUST BE INSTALLED IN ACCORDANCE WITH FIRE PROTECTION AND

EGRESS REQUIREMENTS. MAINTAIN MEANS OF EGRESS ACCESS TO EXITS DURING

CONSTRUCTION.

D. TAKE PROPER MEASURES TO PREVENT DUST MIGRATION TO AREAS OUTSIDE THE

CONSTRUCTION AREA BY CLOSING ALL OPENINGS IN DUCTS, WALLS, FLOORS AND

CEILINGS. PROVIDE CONTINUOUS EXHAUST TO EXTERIOR TO MAINTAIN NEGATIVE

PRESSURE IN CONSTRUCTION AREA.

E. COORDINATE WITH OWNER FOR EQUIPMENT TO BE SALVAGED AND RETURNED TO

OWNER. THE OWNER WILL RETAIN ALL SALVAGE THAT IS OF VALUE AS DESIGNATED BY

THE USER OR BUILDING ENGINEER. REMOVE FROM THE BUILDING AND DISPOSE OF IN

A LAWFUL MANNER ALL DEBRIS AND/OR ITEMS NOT RETAINED BY OWNER.

F. INSTALL ADHESIVE MATS INSIDE AND OUTSIDE EACH ACCESS DOOR TO

CONSTRUCTION AREA.

G. COORDINATE WITH OTHER TRADE DRAWINGS FOR REMOVAL WORK, AS REQUIRED.

REMOVAL KEY NOTES

R1 REMOVE EXISTING PARTITION. PATCH AND REPAIR AS NEEDED.

R2 REMOVE PORTION OF PARTITION FOR NEW WINDOW OPENING.

R3 REMOVE EXISTING ROOF & FLASHING, PREP AREA TO RECEIVE NEW ROOF

ASSEMBLY.

R4 REMOVE EXISTING CEILING. PREP AREA TO RECEIVE NEW LIGHTING AND CEILING.

R5 REMOVE EXISTING GUARDRAIL & REMOVE PORTIONS OF DAMAGED CURB, PATCH

AND REPAIR CURB AS NEEDED.

R6 REMOVE EXISTING WALL MOUNTED TV, STORE FOR REUSE.

R7 REMOVE EXISTING FLOORING. PREP SURFACE TO RECEIVE NEW FINISH.

R8 REMOVE EXISTING MECHANICAL UNIT & REMOVE EXISTING CURB

R9 REMOVE EXISTING BUILDING SIGN, PATCH AND REPAIR DAMAGED BRICK.

R10 REMOVE EXISTING CANOPY & COLUMNS. PATCH & REPAIR DAMAGED BRICK AFTER

CANOPY IS REMOVED. PATCH AND REPAIR CONCRETE SLAB @ COLUMNS.

R11 REMOVE COUNTER BASE AND WALL CABINETS. PATCH AND REPAIR WALL.

R12 REMOVE EXISTING DOOR AND FRAME

R13 REMOVE PORTION OF PARTITION. PREP AREA TO RECEIVE NEW DOOR AND FRAME.

R14 REMOVE EXISTING EXHAUST FAN UNIT & REMOVE EXISTING ROOF CURB.

R15 REMOVE EXISTING ROOF DRAIN.

R16 EXISTING ROOF TO REMAIN

R17 EXISTING LADDER TO REMAIN. REMOVE/REINSTALL AS NECESSARY TO FACILITATE

WORK.

R18 REMOVE EXISTING INTERCOM , MOVE TO NEW RECEPTION DESK WALL SEE

ELEVATION 2/ A-201

TRUE NORTH PLAN NORTH

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

Phase

ENGINEER OF RECORD STAMPSUBCONSULTANTS

321 4 5 6 7 8 9 10

DELTA ENGINEERS, ARCHITECTS & SURVEYORS

8401 CONNECTICUT AVE SUITE 350

CHEVY CHASE, MARYLAND 20815

301.718.0080

MORABITO CONSULTANTS, INC.

STRUCTURAL ENGINEERING

952 RIDGEBROOK ROAD, SUITE 1700

SPARKS, MARYLAND 21152

410.467.2377

KOFFEL ASSOCIATES, INC.

8815 CENTRE PARK DR STE 200

COLUMBIA, MD 21045

410.750.2246

VETERAN DESIGN & CONSTRUCTION INC.

5523 RESEARCH PARK DRIVE SUITE 110

BALTIMORE, MARYLAND 21228

443.543.5081

512-22-208LR BLDG 14 PROSTHETICS

VAMC LOCH RAVEN

NORTH KEYPLAN

BLDG 14

06/07/2023

F R e v it L o c a ls

\2

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P

M

AD102

REMOVAL ROOF PLAN BID FINAL DOCUMENTS

0'

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

1' 2' 8'4'

33' - 5"

A1.1

WAITING AREA

OFFICE

EXAM ROOM

CORRIDOR

A201

A201

/2

/2

5'

D3

D2

12' - 8 1/2"

13 13 13 13

A301

A301

A201 1

A301

NEW CANOPY

A1.1

A B

3'

1'

3'

0"

1'

2' - 0"

EXISTING TO REMAIN

GENERAL ARCHITECTURAL NOTES

A. VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS. NOTIFY THE ARCHITECT OF

DISCREPANCIES PRIOR TO COMMENCING WORK. EXISTING CONDITIONS THAT WOULD

EFFECT THE EXECUTION OF THE WORK MUST BE BROUGHT TO THE ATTENTION OF THE

ARCHITECT PRIOR TO COMMENCING THE WORK.

B. DIMENSIONS GIVEN ON PLANS ARE FROM FINISHED FACE TO FINISHED FACE UNLESS

OTHERWISE NOTED. DIMENSIONS ARE NOT ADJUSTABLE WITHOUT THE APPROVAL OF

THE ARCHITECT UNLESS OTHERWISE NOTED.

C. PROVIDE BLOCKING IN WALLS AS REQUIRED TO SUPPORT WALL MOUNTED ITEMS.

LOCATE EQUIPMENT AND COORDINATE BLOCKING LOCATIONS IN FIELD.

D. PROVIDE PROTECTION OF EXISTING FINISHES AND/OR MATERIALS. RESTORE TO

ORIGINAL CONDITIONS AREAS OR FINISHES DAMAGED BY THE WORK, AT THE EXPENSE

OF THE CONTRACTOR. REMOVE MEANS OF PROTECTION AT THE END OF THE

PROJECT.

E. ALL SCRATCHES, DENTS, CRACKS, HOLES, OPENINGS, IRREGULARITIES AND/OR

DEFECTS IN BOTH EXISTING AND NEW CONSTRUCTION SURFACES ARE TO BE

PATCHED TO PROVIDE A UNIFORM AND SMOOTH FINISHED SURFACE. CLEAN AND SAND

SMOOTH SURFACES BEFORE APPLYING FINISH MATERIALS.

F. REMOVE ALL EXCESS BUILD-UP OF EXISTING AND/OR NEW WALL AND PAINT

MATERIALS FROM ALL NEW AND EXISTING WALL SURFACES. CLEAN AND FINISH SAND

SMOOTH TO PROVIDE A UNIFORM AND SMOOTH WALL SURFACE READY FOR THE

APPLICATION OF FINISH MATERIALS.

G. DIMENSIONS LOCATING DOORS OR INTERIOR WINDOWS ARE TO OUTSIDE EDGE OF

FRAME UNLESS NOTED OTHERWISE. REFER TO DOOR & WINDOW SHEETS FOR FRAME

TYPE, SIZE AND DETAILS.

H. REFER TO CIVIL, STRUCTURAL, FIRE PROTECTION, PLUMBING, MECHANICAL, AND

ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION.

RENOVATION KEY NOTES

1 NEW PARTITION AND DOOR

2 NEW PASS-THROUGH WINDOW

3 NEW ROOF AND FLASHING

4 PROVIDE NEW CEILING AND LIGHTING.

5 REINSTALLED EXISTING WALL MOUNTED TV.

6 RE-POINT DAMAGED MASONRY JOINTS.

7 INSTALL NEW MECHANICAL UNIT AND NEW CURB.

8 NEW BUILDING # SIGN

9 INSTALL GUARDRAIL

10 INSTALL NEW ROOF DRAIN AT EXISTING LOCATION.

11 INSTALL NEW EXHAUST FAN UNIT AND NEW CURB IN SAME LOCATION

12 PATCH AND REPAIR WALL. BEHIND WHERE CABINETRY AND FURNITURE WHERE

REMOVED.

13 NEW CONCRETE CURB TO MATCH EXISTING PROFILE

14 NEW ROOF FALL PROTECTION RAILING, DEDUCT ALTERNATE

15 NEW WINDOW

16 NEW INTERCOM LOCATION

17 NEW DOOR AND FRAME

18 NEW WALL MOUNTED BUILDING IDENTIFICATION SIGN

SCALE: 1/4" = 1'-0"A101

1 FIRST FLOOR-NEW WORK PLAN

SCALE: 1/4" = 1'-0"A101

2 FIRST FLOOR-NEW WORK RCP

TRUE NORTH PLAN NORTH

GENERAL REFLECTED CEILING NOTES

A. IN CASE DISCREPANCIES ARISE IN THE LOCATION OF CEILING MOUNTED COMPONENTS

WITH OTHER TRADE DRAWINGS, THE REFLECTED CEILING PLAN GOVERNS. WHERE

THIS CANNOT BE ACHIEVED, NOTIFY THE ARCHITECT PRIOR TO CONTINUATION OF

WORK.

B. CENTER AS SHOWN IN ROOM OR DEFINED BOUNDARY ACOUSTICAL CEILING GRIDS

UNLESS DIMENSIONED OR NOTED OTHERWISE. SPRINKLER HEADS AND DOWNLIGHTS

TO BE CENTERED IN CEILING PANELS, OR SPACED OUT ACCORDING TO GOVERNING

CODE, UNLESS DIMENSIONED OR NOTED OTHERWISE.

C. IF UNDIMENSIONED, DEVICES LOCATED WITHIN ACOUSTICAL CEILING TILES, GYPSUM

BOARD CEILINGS, OR SOFFITS ARE TO BE CENTERED, UNLESS OTHERWISE NOTED.

MULTIPLE DEVICES SHALL FOLLOW THE GRAPHIC DEPICTION ON THE DRAWINGS AS

CLOSELY AS POSSIBLE, ALIGNING DEVICES WITH RESPECT TO ONE ANOTHER AND

SPACED EVENLY AS SHOWN.

D. HEIGHTS SHOWN ARE TO BOTTOM OF GRID SYSTEM, GYPSUM BOARD, OR OTHER

CEILING SYSTEM ABOVE FINISHED FLOOR (AFF) UNLESS OTHERWISE NOTED.

E. FINISH HORIZONTAL AND VISIBLE VERTICAL SURFACES OF GYPSUM BOARD SOFFITS AS

SCHEDULED UNLESS OTHERWISE NOTED. REFER TO FINISH SCHEDULE AND LEGEND

FOR ADDITIONAL INFORMATION.

F. PROVIDE PAINT FINISH TO GYPSUM BOARD CEILINGS AS SCHEDULED UNLESS NOTED

OTHERWISE.

G. REFER TO MECHANICAL DRAWINGS FOR ADDITIONAL INFORMATION REGARDING

DIFFUSERS, GRILLES, AND OTHER RELATED CEILING BASED EQUIPMENT.

J. REFER TO ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION REGARDING LIGHT

FIXTURE TYPES, FIRE ALARM DEVICES, SMOKE DETECTION DEVICES AND OTHER

SPECIAL SYSTEMS MOUNTED TO CEILINGS.

L. REFER TO FINISH PLANS, FINISH LEGEND, AND FINISH SCHEDULE FOR ADDITIONAL

INFORMATION.

TRUE NORTH PLAN NORTH

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

Phase

ENGINEER OF RECORD STAMPSUBCONSULTANTS

321 4 5 6 7 8 9 10

DELTA ENGINEERS, ARCHITECTS & SURVEYORS

8401 CONNECTICUT AVE SUITE 350

CHEVY CHASE, MARYLAND 20815

301.718.0080

MORABITO CONSULTANTS, INC.

STRUCTURAL ENGINEERING

952 RIDGEBROOK ROAD, SUITE 1700

SPARKS, MARYLAND 21152

410.467.2377

KOFFEL ASSOCIATES, INC.

8815 CENTRE PARK DR STE 200

COLUMBIA, MD 21045

410.750.2246

VETERAN DESIGN & CONSTRUCTION INC.

5523 RESEARCH PARK DRIVE SUITE 110

BALTIMORE, MARYLAND 21228

443.543.5081

512-22-208LR BLDG 14 PROSTHETICS

VAMC LOCH RAVEN

NORTH KEYPLAN

BLDG 14

06/07/2023

F R e v it L o c a ls

\2

.8

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P ro s th e ti c s R e n o v

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P

M

A101

NEW WORK PLAN BID FINAL DOCUMENTS

0'

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

1' 2' 8'4'

11' - 0" 34' - 9" 3' - 5"

A301

A301

A301

40' - 2" 9' - 0"

NEW CANOPY

22' - 4"

2' - 0" TYP.

A501

A501

A501

A501

A501

ROOF SYMBOLS LEGEND

NOTE: REFER TO 'P', 'M', AND 'E' DRAWINGS FOR EXACT EQUIPMENT TYPE(S) AND SIZES

AND ADDITIONAL INFORMATION.

RTU

EXISTING SECURITY CAMERA TO REMAIN.

PROVIDE WALKWAY PADS.

RD

PEC

DCY

ANT ANT ANT

PIPE

VTR

LV

CO

LDR

X" VTR

EF-X

EV

SR

EXISTING GUTTER, DEBRIS STOP, AND DOWNSPOUT TO REMAIN. CLEAN

AND PROVIDE TEMPORARY PROTECTION DURING THE WORK.

DS

GUTTER

EP

GP

COND

X" HS

LR

LDR

GV

ROOF TOP UNIT TO REMAIN. REMOVE FLASHING AND PREP FOR

INSTALLATION. REFER TO M DRAWINGS FOR ADDITIONAL

INFORMATION

ROOFTOP DUCTWORK TO REMAIN. PROVIDE TEMPORARY SUPPORT

THROUGHOUT COURSE OF THE WORK. REFER TO M DRAWINGS FOR

ADDITIONAL INFORMATION

ROOFTOP PIPING TO REMAIN. PROVIDE SPECIFIED ROOF SYSTEM

FLASHINGS. REFER TO P DRAWINGS FOR ADDITIONAL INFORMATION.

CONDENSING UNIT TO REMAIN. REMOVE FLASHINGS AND PREP FOR

INSTALLATION. REFER TO M DRAWINGS FOR ADDITIONAL INFORMATION.

EXTENT OF SCOPE OF WORK AT ROOF FIELD: PROVIDE SBS MODIFIED

ROOF SYSTEM: BASE SHEET, RIGID INSULATION, SBS MODIFIED ROOF

PLIES AND AGGREGATE (INCLUDES COPING AND METAL EDGE

TERMINATIONS).

EXISTING VENT THROUGH ROOF TO REMAIN. PROVIDE BOOTS,

CLAMPING RINGS, AND FLASHING.

EXISTING POWERED EXHAUST FAN. PROVIDE ADDITIONAL WOOD

BLOCKING TO BRING TOP OF CURB TO 18" MIN. ABOVE ROOF FIELD.

PROVIDE CURB FLASHINGS. REINSTALL POWERED EXHAUST FAN

AFTER FLASHING IS COMPLETE.

EXISTING POWERED EXHAUST VENT. PROVIDE ADDITIONAL WOOD

BLOCKING TO BRING TOP OF CURB TO 18" MIN. ABOVE ROOF FIELD.

REINSTALL EXHAUST VENT. PROVIDE CURB FLASHING.

EXISTING GRAVITY VENT. PROVIDE ADDITIONAL WOOD BLOCKING TO

BRING TOP OF CURB TO 18" MIN. ABOVE ROOF FIELD. REINSTALL

GRAVITY VENT. PROVIDE CURB FLASHING.

EXISTING ROOF DRAIN TO REMAIN. PROVIDE CLAMPING RING AND

BASKET. CLEAN AND PROVIDE FLASHING, CLEAN OUT DRAIN BODY AND

TEST FOR POSITIVE DRAINAGE.

PROVIDE ADDITIONAL WOOD BLOCKING AT ROOF HATCH TO BRING

TOP OF CURB TO 18" MIN. ABOVE ROOF FIELD. CURB FLASHING.

REINSTALL ROOF HATCH.

EXISTING PHOTOELECTRIC CONTROLLER, PIPE AND ASSOCIATED

CONDUIT. PROVIDE FLASHING.

EXISTING DECOY TO REMAIN. PROVIDE PROTECTIVE COVERING FOR

DURATION OF WORK.

EXISTING ANTENNA TO REMAIN UNLESS OTHERWISE NOTED.

REMOVE/PROVIDE TEMPORARY PROTECTION DURING WORK. REINSTALL

ANTENNAE AND RETURN TO ORIGINAL CONDITION AT COMPLETION OF

WORK.

EXISTING PIPE PENETRATION THROUGH WALL. PROVIDE CURB FLASHING.

EXISTING VENT PIPE THROUGH ROOF TO BE EXTENDED. PROVIDE

COPPER FITTING AND PIPE EXTENSION. FIELD WELD TO EXISTING PIPE.

FINAL HEIGHT OF EXTENSION ABOVE FIELD 18" MIN. AS DETAILED.

PROVIDE PIPE FLASHING, AFTER INSTALLATION OF PIPE EXTENSION.

EXISTING LOUVER OPENING. PROVIDE CURB FLASHING.

EXISTING COVERED OPENING. PROVIDE CURB FLASHING.

PROVIDE SPECIFIED LADDER AT LOCATIONS INDICATED. PROVIDE

WALKWAY PADS AT LADDER TOP AT UPPER ROOF AND AT LADDER

BASE. FLASH LADDER BASE WITH PENETRATION POCKETS.

PRIME AND PAINT EXISTING LADDER-COLOR SAFETY YELLOW. PROVIDE

WALKWAY PAD AT EACH LANDING.

PROVIDE EPDM ROOF FLASHINGS AND CLAMPS AT PHOTOELECTRIC

SENSOR PIPE.

REINSTALL LIGHTNING PROTECTION SYSTEM AFTER COMPLETION OF

ROOF WORK. RE-CERTIFICATIONS OF LIGHTNING PROTECTION

SYSTEM TO BE PERFORMED BY OWNER AT A LATER DATE UNDER

SEPARATE PROJECT.

EXISTING HOT STACK TO REMAIN. PROVIDE FLASHINGS.

REINSTALL CONDENSER AND CONCRETE PAD ON WALK WAY PADS AT

ORIGINAL LOCATION. VERIFY OPERATION OF CONDENSER PRIOR TO

COMPLETION OF THE WORK. RESTORE CONDENSER UNIT TO

ORIGINAL CONDITION.

REINSTALL EXISTING SUPPORTS AT GAS PIPE TO REMAIN. PROVIDE

WALKWAY PAD AT EACH SUPPORT.

THROUGH WALL SCUPPER. REINSTALL METAL INSERT. PROVIDE

SEALANT ALL AROUND PERIMETER OF SCUPPER TRIM AT FACE OF

WALL. PROVIDE SCUPPER ROOF FLASHINGS.

EXISTING EXHAUST PIPE AT FACE OF WALL TO REMAIN.

PROVIDE ROOF FLASHING SHEET ADHERED TO ROOF FIELD.

REINSTALL DOWNSPOUT AND SPLASH BLOCK.

CU

SCALE: 1/4" = 1'-0"A102

1 ROOF-NEW WORK PLAN

GENERAL ARCHITECTURAL NOTES

A. VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS. NOTIFY THE ARCHITECT OF

DISCREPANCIES PRIOR TO COMMENCING WORK. EXISTING CONDITIONS THAT WOULD

EFFECT THE EXECUTION OF THE WORK MUST BE BROUGHT TO THE ATTENTION OF THE

ARCHITECT PRIOR TO COMMENCING THE WORK.

B. DIMENSIONS GIVEN ON PLANS ARE FROM FINISHED FACE TO FINISHED FACE UNLESS

OTHERWISE NOTED. DIMENSIONS ARE NOT ADJUSTABLE WITHOUT THE APPROVAL OF

THE ARCHITECT UNLESS OTHERWISE NOTED.

C. PROVIDE BLOCKING IN WALLS AS REQUIRED TO SUPPORT WALL MOUNTED ITEMS.

LOCATE EQUIPMENT AND COORDINATE BLOCKING LOCATIONS IN FIELD.

D. PROVIDE PROTECTION OF EXISTING FINISHES AND/OR MATERIALS. RESTORE TO

ORIGINAL CONDITIONS AREAS OR FINISHES DAMAGED BY THE WORK, AT THE EXPENSE

OF THE CONTRACTOR. REMOVE MEANS OF PROTECTION AT THE END OF THE

PROJECT.

E. ALL SCRATCHES, DENTS, CRACKS, HOLES, OPENINGS, IRREGULARITIES AND/OR

DEFECTS IN BOTH EXISTING AND NEW CONSTRUCTION SURFACES ARE TO BE

PATCHED TO PROVIDE A UNIFORM AND SMOOTH FINISHED SURFACE. CLEAN AND SAND

SMOOTH SURFACES BEFORE APPLYING FINISH MATERIALS.

F. REMOVE ALL EXCESS BUILD-UP OF EXISTING AND/OR NEW WALL AND PAINT

MATERIALS FROM ALL NEW AND EXISTING WALL SURFACES. CLEAN AND FINISH SAND

SMOOTH TO PROVIDE A UNIFORM AND SMOOTH WALL SURFACE READY FOR THE

APPLICATION OF FINISH MATERIALS.

G. DIMENSIONS LOCATING DOORS OR INTERIOR WINDOWS ARE TO OUTSIDE EDGE OF

FRAME UNLESS NOTED OTHERWISE. REFER TO DOOR & WINDOW SHEETS FOR FRAME

TYPE, SIZE AND DETAILS.

H. REFER TO CIVIL, STRUCTURAL, FIRE PROTECTION, PLUMBING, MECHANICAL, AND

ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION.

RENOVATION KEY NOTES

1 NEW PARTITION AND DOOR

2 NEW PASS-THROUGH WINDOW

3 NEW ROOF AND FLASHING

4 PROVIDE NEW CEILING AND LIGHTING.

5 REINSTALLED EXISTING WALL MOUNTED TV.

6 RE-POINT DAMAGED MASONRY JOINTS.

7 INSTALL NEW MECHANICAL UNIT AND NEW CURB.

8 NEW BUILDING # SIGN

9 INSTALL GUARDRAIL

10 INSTALL NEW ROOF DRAIN AT EXISTING LOCATION.

11 INSTALL NEW EXHAUST FAN UNIT AND NEW CURB IN SAME LOCATION

12 PATCH AND REPAIR WALL. BEHIND WHERE CABINETRY AND FURNITURE WHERE

REMOVED.

13 NEW CONCRETE CURB TO MATCH EXISTING PROFILE

14 NEW ROOF FALL PROTECTION RAILING, DEDUCT ALTERNATE

15 NEW WINDOW

16 NEW INTERCOM LOCATION

17 NEW DOOR AND FRAME

18 NEW WALL MOUNTED BUILDING IDENTIFICATION SIGN

GENERAL ROOF NOTES

A. FIELD VERIFY EXISTING DIMENSIONS, CONDITIONS AND QUANTITIES OF ROOF

PENETRATIONS, EQUIPMENT, ANTENNAE, AND OTHER ROOF EQUIPMENT PRIOR TO

COMMENCEMENT OF WORK.

B. COORDINATE WITH OWNER FOR SCHEDULE AND REQUIREMENTS OF

FUTURE/CONCURRENT PROJECTS.

C. COORDINATE SHUTDOWN OF INTAKE FANS AND OTHER VENTILATION EQUIPMENT WITH

OWNER AS REQUIRED.

D. PROVIDE 1/2" PER FOOT SLOPE CANT AT ROOF PERIMETER, 12"-8" IN TO ROOF FIELD

FROM ROOF EDGE, UNLESS NOTED OTHERWISE.

E. RAISE ANTENNAE AND PIPE SKIRTS/COLLARS TO ACCOMMODATE INSULATION

THICKNESS. CLEARANCES ABOVE ROOF FIELD TO MATCH EXISTING UNLESS NOTED

OTHERWISE.

F. PROVIDE ADDITIONAL WOOD BLOCKING AS REQUIRED TO RAISE EQUIPMENT CURBS

AND ROOF HATCH TO 18" MIN. ABOVE ROOF FIELD.

G. PROVIDE COVERBOARD AND MEMBRANE ONLY WITH NO INSULATION FOR AREAS

NOTED.

H. PROVIDE OSHA APPROVED SAFETY GUARD RAILS AROUND ENTIRE PERIMETER OF

WORK AREA FOR DURATION OF THE WORK.

TRUE NORTH PLAN NORTH

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

Phase

ENGINEER OF RECORD STAMPSUBCONSULTANTS

321 4 5 6 7 8 9 10

DELTA ENGINEERS, ARCHITECTS & SURVEYORS

8401 CONNECTICUT AVE SUITE 350

CHEVY CHASE, MARYLAND 20815

301.718.0080

MORABITO CONSULTANTS, INC.

STRUCTURAL ENGINEERING

952 RIDGEBROOK ROAD, SUITE 1700

SPARKS, MARYLAND 21152

410.467.2377

KOFFEL ASSOCIATES, INC.

8815 CENTRE PARK DR STE 200

COLUMBIA, MD 21045

410.750.2246

VETERAN DESIGN & CONSTRUCTION INC.

5523 RESEARCH PARK DRIVE SUITE 110

BALTIMORE, MARYLAND 21228

443.543.5081

512-22-208LR BLDG 14 PROSTHETICS

VAMC LOCH RAVEN

NORTH KEYPLAN

BLDG 14

06/07/2023

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M

A102

NEW WORK ROOF PLAN BID FINAL DOCUMENTS

Project Director

0'

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

1' 2' 8'4'

PASS THROUGH WINDOW

2'

0"

STOREFRONT WINDOW

S.S.M. COUNTER

1' - 3" 2' - 6" 1' - 3" 2' - 6" 1' - 3"

INTERCOM

PEDESTAL CABINET,TYP.

OPEN OPEN

OPEN

PNT-1

COUNTER SUPPORT, TYP.

± 14' - 9 1/2"

A601

A601

A601

A601

3' - 9 1/2"

X

SLIDING

PANEL

X

SLIDING

DOOR

O

FIXED

PANEL

O

FIXED

PANEL

GROMMET, LOCATION

POWER OUTLET, TYP.

DATA JACK, TYP.

BASE AS

SCHEDULE

PASS THROUGH

WINDOW

2 1/2" C CHANNEL

BASE AS SCHEDULED

WINDOW ASSEMBLY

PNT-1

O

FIXED

PANEL

O

FIXED

PANEL

X

SLIDING

PANEL

X

SLIDING

DOOR

12' - 2"

3'

A601

A601

A601

A601

A601

1' - 6"

T .O

. C O

U N

T E

R

3'

1' - 9" 3' - 0" 3' - 0"

FILLER PANEL, TYP.

FILLER PANEL,

TYP.

BASE CABINET,

TYP.

S.S.M.

COUNTERTOP w/

BACKSPLASH

BASE AS

SCHEDULE

A501

A501PNT-1

UNDERCOUNTER

REFRIG.

2 1/2"2 1/2"

A501

BASE CABINET, TYP.

S.S.M. COUNTERTOP w/

BACKSPLASH

BASE AS SCHEDULE

T .O

. C O

U N

T E

R , M

A X

2'

0"

PNT-1

PLASTER TRAP

3' - 0" ± 1 1/2"

EQ EQ

3' - 0"

FILLER

SINK & BASE

CABINET

FINISH

PANEL

POWER OUTLET,

TYP.

WALL MOUNTED

TELEVISION

EQ EQ

5'

BASE AS SCHEDULED

PNT-1

SCALE: 3/8" = 1'-0"A201

2 OFFICE - SOUTH

SCALE: 3/8" = 1'-0"A201

4 WAITING ROOM - NORTH

SCALE: 3/8" = 1'-0"A201

3 OFFICE - WEST

SCALE: 3/8" = 1'-0"A201

1 EXAM - EAST

SCALE: 3/8" = 1'-0"A201

5 WAITING ROOM - WEST

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

Phase

ENGINEER OF RECORD STAMPSUBCONSULTANTS

321 4 5 6 7 8 9 10

DELTA ENGINEERS, ARCHITECTS & SURVEYORS

8401 CONNECTICUT AVE SUITE 350

CHEVY CHASE, MARYLAND 20815

301.718.0080

MORABITO CONSULTANTS, INC.

STRUCTURAL ENGINEERING

952 RIDGEBROOK ROAD, SUITE 1700

SPARKS, MARYLAND 21152

410.467.2377

KOFFEL ASSOCIATES, INC.

8815 CENTRE PARK DR STE 200

COLUMBIA, MD 21045

410.750.2246

VETERAN DESIGN & CONSTRUCTION INC.

5523 RESEARCH PARK DRIVE SUITE 110

BALTIMORE, MARYLAND 21228

443.543.5081

512-22-208LR BLDG 14 PROSTHETICS

VAMC LOCH RAVEN

NORTH KEYPLAN

BLDG 14

06/07/2023

F R e v it L o c a ls

\2

.8

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P

M

A201

INTERIOR ELEVATIONS BID FINAL DOCUMENTS

0'

SCALE: 3/8" = 1'-0"

1'-4" 5'-4"2'-8"

NEW CANOPY

HSS COLUMN, TYP.

HSS BEAM, TYP.

11' - 0"10' - 0"

22' - 4"

3' - 8 1/2" 2' - 5 1/2"

NEW ROOF FALL PROTECTION RAILING, DEDUCT ALTERNATE

NEW RAILING

NEW RAILING

NEW CONCRETE CURB, MATCH EXISTING

PROFILE,TYP.

A501

A501

A501

A501

NEW RAISED

LETTER SIGNAGE,

SIZE, PROFILE AND

COLOR TO

MATCH EXISTING

NEW WALL

MOUNTED

BUILDING ID

SIGN, SEE

5/A301

A301

A301

A301

10' - 0" 11' - 0"

HSS COLUMN COLUMN, TYP.

HSS BEAM, TYP.

NEW CANOPY

8" 8"

A501

HSS COLUMN, TYP.

FASCIA

HSS BEAM, TYP.

5' - 11"

2"

± 4"

NEW CANOPY

NEW ROOF FALL

PROTECTION RAILING,

DEDUCT ALTERNATE

6' - 9"

A501

A501

A501

GUTTER

DOWNSPOUT

EXISTING

BUILDING # SIGN

NEW ROOF FALL PROTECTION

RAILING, DEDUCT ALTERNATE

NEW RAILING

NEW CONCRETE CURB, MATCH EXISTING

PROFILE,TYP.

A501

A501

A501

NEW ROOF FALL PROTECTION

RAILING, DEDUCT ALTERNATE

2' - 0"

2'

2" 1"

2" 2"

6" 2"

3"

2"2"

Building

Prosthetics Orthotics Lab

NOTE: SIGN BASED ON VA SIGN TYPE EN-06.06

MESSAGE LAYOUT B

SCALE: 1/4" = 1'-0"A301

1 SOUTH ELEVATION- CANOPY

SCALE: 1/4" = 1'-0"A301

4 PLAN - CANOPY

SCALE: 1/4" = 1'-0"A301

3 WEST ELEVATION-CANOPY

SCALE: 1/4" = 1'-0"A301

2 EAST ELEVATION

SCALE: 1 1/2" = 1'-0"A301

5 NEW WALL MOUNTED BUILDING ID SIGN

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

Phase

ENGINEER OF RECORD STAMPSUBCONSULTANTS

321 4 5 6 7 8 9 10

DELTA ENGINEERS, ARCHITECTS & SURVEYORS

8401 CONNECTICUT AVE SUITE 350

CHEVY CHASE, MARYLAND 20815

301.718.0080

MORABITO CONSULTANTS, INC.

STRUCTURAL ENGINEERING

952 RIDGEBROOK ROAD, SUITE 1700

SPARKS, MARYLAND 21152

410.467.2377

KOFFEL ASSOCIATES, INC.

8815 CENTRE PARK DR STE 200

COLUMBIA, MD 21045

410.750.2246

VETERAN DESIGN & CONSTRUCTION INC.

5523 RESEARCH PARK DRIVE SUITE 110

BALTIMORE, MARYLAND 21228

443.543.5081

512-22-208LR BLDG 14 PROSTHETICS

VAMC LOCH RAVEN

NORTH KEYPLAN

BLDG 14

06/07/2023

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M

A301

BUILDING ELEVATIONS BID FINAL DOCUMENTS

0'

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

1' 2' 8'4'0'

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

2" 4" 1'-4"8"

R-30 INSULATION,

STAGGER ALL

JOINTS

BASE PLIES

CAP PLY SHEET

WITH GRANULAR

SURFACE

BASE FLASHING PLY

6" MIN. ON FIELD

CAP PLY SHEET WITH

GRANULAR SURFACE

FLASHING 9" MIN. ON

FIELD

COUNTERFLASHING

FASTENERS 8" O.C.

1" MIN.

BASE OF MECHANICAL UNIT

EXTENDS 1/2" MINIMUM

BEYOND AND DOWN OVER

TOP OF CURB

SEALING MATERIAL -

MUST BE CONTINUOUS

ON THE PERIMETER

WOOD NAILER

NOMINAL 2" X 10"

FLASHING RECEIVER

UNIT MOUNTING CURB

CANT - FASTENED

TO NAILER

M

IN

VAPOR BARRIER

TOP OF

EXISTING ROOF

BASE W/ P.LAM FINISH

DUST PANELS, TYP.

WIRE PULL, TYP.

SSM COUNTERTOP W/ BACKSPLASH,

PROVIDE SPLASH WHENEVER COUNTERTOP

IS ADJACENT TO WALL

V A

R

IE

S

S E

E E

L E

V A

T

IO

N S

1' - 11"

MAX.

2' - 0"

CLEAR SEALANT

4"

BLOCKING, TYP.

RECESSED

ADJUSTABLE SHELF

STANDARDS

3/4" ADJ. P. LAM.

SHELVES

FULL OVERLAY CAB.

DOOR W/ P.LAM FINISH,

REFER TO FINISH SCHED.

COUNTERTOP FRAME

3/4" PARTICLE BOARD OR

PLYWOOD BACKING

/2

4" W X 1/16" STRAPPING FULL

LENGTH OF WALL. SECURE TO

EACH STUD W/ TWO #12

SCREWS, TYP.

3/4" SUBSTRATE W/ P.LAM FINISH @

ALL SURFACES, TYP. @ TOP,

BOTTOM & SIDES

WIRE PULL, TYP.

RECESSED ADJUSTABLE SHELF

STANDARDS

3/4" ADJUSTABLE SHELVES W/

P.LAM ON ALL SURFACES

4"

3/4"3/4"

FULL OVERLAY CAB. DOOR W/

P.LAM FINISH

3/4"

4" W X 1/16" STRAPPING FULL LENGTH

OF WALL. REFER TO DETAIL 9/A504

FOR ADDITIONAL INFORMATION

4" W X 1/16" STRAPPING FULL LENGTH

OF WALL. REFER TO DETAIL 9/A504

FOR ADDITIONAL INFORMATION

1' - 2"

8' - 0" (TYP.)

6" 1/2" 2' - 1 1/2" 2' - 8" 2' - 1 1/2" 1/2" 6"

8'-0" TO NEXT

POST

8'-0" TO NEXT

POST

2"X2" GALVANIZED STL.

GUARDRAIL POST

1 1/2" Ø X 6" LONG GUARDRAIL

TABS, SHOP WELD ALL

AROUND TO GUARDRAIL POST,

TYP.

4" LONG PIPE COUPLING,

TYP.

7"x7" STL.

GUARDRAIL BASE

PLATE

6"x6" STL.

GUARDRAIL

MOUNTING PLATE

SECURE GUARDRAIL POST

TO GUARDRAIL MOUNTING

PLATE w/ 1/2" S.S. BOLTS, NUTS & LOCK WASHERS, TYP.

1 1/2" Ø GUARDRAIL SHOP ASSEMBLED IN

CONFIGURATION SHOWN

2" Ø PIPE RAIL MOUNTED TO ROOF STRUCTURE

3/ 4"

1'

1'

3/ 4"

1/

2" M

IN

. T

O

R O

O F

S U

R F

A C

E

V .I.

F

T O

P O

F R

A

IL

PROVIDE STAINLESS STEEL SIM WASHERS BETWEEN

MOUNTING PLATES & BASE PLATE AS REQUIRED TO

ACHIEVE MIN. GUARDRAIL HEIGHT.

NOTE: AT ENDS OF GUARDRAIL RUNS & CORNERS

WHERE LENGTH BETWEEN POSTS < 8', PROVIDE 1 1/2"

HOR. RAILS

6"

1 1/4" 3 1/2" 1 1/4"

6"

1/

4"

1/ 2"

1/

4"

2" Ø PIPE RAIL MOUNTED TO

ROOF STRUCTURE (BELOW)

R=1" TYP.

1/4" GALVANIZED STEEL GUARDRAIL MOUNTING PLATE

1/2" x 1 1/4" SLOTTED HOLES (TO PERMIT FIELD ADJUSTMENT OF POSITION OF

GUARDRAIL

7"

1 3/4" 3 1/2" 1 3/4"

3/

4"

1/ 2"

3/

4"

7"

1/2" x 1 1/4" SLOTTED

HOLES (TO PERMIT

FIELD ADJUSTMENT

OF POSITION OF

GUARDRAIL

R=1" TYP.

1/4"

GALVANIZED

STEEL

GUARDRAIL

BASE PLATE

2"X2" GALVANIZED STEEL

GUARDRAIL POST, WELD ALL

AROUND TO BASE PLATE

METAL CANOPY

HSS BEAM,

PRIME AND PAINT

WITH RUST

INHIBITING

COATING, TYP.

TYP.

HSS COLUMN,

PRIME AND

PAINT WITH

RUST

INHIBITING

COATING, TYP.

5' - 11" 2" ± 4"

C L

E A

R

5' - 7"

NOTE:

SEE STRUCTURAL DWG FOR FOOTING INFORMATION

A501

EXISTING

BRICK

BUILDING

EXISTING

CONCRETE

SIDEWALK

A501

GUTTER

DOWNSPOUT

2" Ø GALVANIZED

PIPE RAIL

1'

4"

EXISTING

SIDEWALK/CURB

CONCRETE

FOOTING

3'

1' - 0"

SET IN SLEEVE

WITH EPOXY

6'-0" TO NEXT

POST

6'-0" TO NEXT

POST

2" Ø GALVANIZED

PIPE RAIL, TYP.

6' - 0"

9"

6"

4"

HSS COLUMN

HSS BEAM

1 1/2" DECKING

GYP. CORE PROTECTION

BOARD

SBS ROOFING ASSEMBLY

CANT STRIP

MIN. 1/4" PER FOOT SLOPE

BACKER ROD & SEALANT

2 - PIECE IN-WALL

MOUNTED COUNTER

FLASHING1

1/ 2"

5"

EXISTING BRICK BUILDING

TERMINATION BAR W/

CONT. SEALANT

4"

HSS BLOCKING

4"

HSS COLUMN

HSS BEAM (SLOPE BEAM)

1 1/2" DECKING

GYP. CORE

PROTECTION BOARD

SBS ROOFING

ASSEMBLY

MIN. 1/4" PER FOOT SLOPE

PREFINISHED GRAVEL

STOP FLASHING

4"

2" Ø GALVANIZED

PIPE RAIL

GUARDRAIL

ASSEMBLY REFER TO

DETAIL 8/0A0506

INSULATION & ROOFING ASSEMBLY

1/

2" M

IN

T O

G U

A R

D R

A

IL

B

A S

E P

LA

T

E

V .I.

F

MOUNTING CHANNEL ASSEMBLY SEE

STRUCTURE

POLYURETHANE SEALANT

DRAW BAND

WATERTIGHT

SHEET METAL RAIN

COLLAR

OVERLAPPING

PENETRATION

POCKET

CANT STRIP

SCALE: 3" = 1'-0"A501

1 CURB DETAIL

SCALE: 1 1/2" = 1'-0"A501

8 BASE CABINET W/SSM COUNTERTOP

SCALE: 1 1/2" = 1'-0"A501

4 WALL CABINETS DETAIL

SCALE: 1" = 1'-0"A501

3 ROOF GUARDRAIL ELEVATIONS WITHOUT INTERMEDIATE VERTICAL GUARDRAILS, TYPICAL

SCALE: 6" = 1'-0"A501

5 ROOF GUARDRAIL BASE PLATE PLANS DETAILS

SCALE: 3/4" = 1'-0"A501

11 CANOPY DETAIL

SCALE: 1" = 1'-0"A501

6 STREET CURB GUARDRAIL

SCALE: 1" = 1'-0"A501

7 STREET CURB GUARDRAIL ELEVATION,TYPICAL

SCALE: 1 1/2" = 1'-0"A501

9 COUNTER FLASHING @ BRICK WALL

SCALE: 1 1/2" = 1'-0"A501

10 GRAVEL STOP @ FASCIA BOARD

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

Phase

ENGINEER OF RECORD STAMPSUBCONSULTANTS

321 4 5 6 7 8 9 10

DELTA ENGINEERS, ARCHITECTS & SURVEYORS

8401 CONNECTICUT AVE SUITE 350

CHEVY CHASE, MARYLAND 20815

301.718.0080

MORABITO CONSULTANTS, INC.

STRUCTURAL ENGINEERING

952 RIDGEBROOK ROAD, SUITE 1700

SPARKS, MARYLAND 21152

410.467.2377

KOFFEL ASSOCIATES, INC.

8815 CENTRE PARK DR STE 200

COLUMBIA, MD 21045

410.750.2246

VETERAN DESIGN & CONSTRUCTION INC.

5523 RESEARCH PARK DRIVE SUITE 110

BALTIMORE, MARYLAND 21228

443.543.5081

512-22-208LR BLDG 14 PROSTHETICS

VAMC LOCH RAVEN

06/07/2023

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P

M

A501

DETAILS BID FINAL DOCUMENTS

0'

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

1' 2' 8'4'0'

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

2" 4" 1'-4"8"0'

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

4" 8" 2'-8"1'-4"0'

SCALE: 6" = 1'-0"

1" 4"2"0'

SCALE: 3" = 1'-0"

2" 8"4"0'

SCALE: 1" = 1'-0"

3" 6" 2'1'

Project Director

EJL LAA

SCALE: 1 1/2" = 1'-0"A501

2 ROOF GUARDRAIL AT EXISTING ROOF CURB

Revisions: Date:

2" 2"

F-1

S E

E S

C H

E D

U

LE

2"

SCHEDULE

SEE

FRAME TYPE LEGEND

FLUSH MOUNTED DOOR

W/ NARROW VISION LITE

A

S E

E S

C H

E D

U

LE

SCHEDULE

SEE

FLUSH MOUNTED

DOOR

S E

E S

C H

E D

U

LE

SCHEDULE

SEE

2' - 0"

6"

5'

6"

1/4" TEMPERED

VISION GLASS

DOOR TYPE LEGEND

B

NOTE: PROVIDE WIRE GLASS AT RATED DOORS

PARTITION TYPE A1.1

SEALANT, BOTH SIDES

BOTTOM OF STRUCTURE

SEALANT, BOTH SIDES

TOP OF STRUCTURE

3 5/8" METAL STUD, 16"

O.C.

5/8" GYPSUM BOARD TYPE

CEILING AS SCHEDULED

3" SAFB

4 7/8"

S E

C T

IO

N

P

LA

N V

IE

W

S E

C T

IO

N

CEILING RUNNER, FASTEN TO STRUCTURE

AT 16": O.C., MINIMUM

FLOOR RUNNER, FASTEN TO STRUCTURE

AT 24": O.C., MINIMUM

FIRE RESISTANCE RATING = N/A

STC RATING = 49

NON-RATED PARTITION

A1.3

FIRE UL STC SAB

1HR 47 1 1/2"U419

NOTES

A1.2 N/A N/A N/AN/A

A1.5 N/A N/A N/AN/A

A1.4 1HR 49 3"U419

USE 1/2" GYP. BD.

N/A

N/A

INFILL PARTITION

OFFICEWAITING AREA

5"

FLOOR AS SCHEDULED

3 5/8" MTL. RUNNER

BASE AS SCHEDULED

3 5/8" MTL. STUDS (18GA)

@ 16" O.C.

5/8" GYP. BD. TYP.

3 5/8" METAL STUD

WINDOW GLAZING

SYSTEM, TYP.

WINDOW PANEL

BEYOND

FLOOR AS SCHEDULED

BASE AS SCHEDULED

SUPPORT BRACKET

LEDGE FRAME

SSM LEDGE

BLOCKING

BLOCKING

3 5/8" MTL.

STUDS

5/8" GYP. BD. TYP.

EXISTING CEILING

3 5/8" 5"

2' - 1"

CEILING AS SCHEDULED

WINDOW PASS-

THROUGH

A601

LOCK

A601

2"

INTERIOR PARTITION

METAL STUD LINTEL AS

REQ. FOR SPAN

METAL RUNNER CHANNEL

SEALANT, TYP.

HOLLOW METAL FRAME AS

SCHEDULED

DOOR AS SCHEDULED

M

IN

4" 2"

INTERIOR PARTITION

(2) METAL STUDS FLOOR TO TOP

OF WALL, BRACE TO STRUCTURE

SEALANT, TYP.

HOLLOW METAL FRAME (AS

SCHEDULED)

DOOR AS SCHEDULED

ADJACENT

WALL

(3) ANCHORS PER JAMB

5"

PARTITION AS SCHEDULE

SSM COUNTER

2"

OFFICEWAITING

AREA

GLAZING PANELS

FRAMELESS PASS-THRU WINDOW

PARTITION AS SCHEDULED

METAL STUD LINTEL AS

REQ. FOR SPAN

METAL RUNNER CHANNEL

SLIDING GLAZING PANELS

ANCHOR BOLT

PASS-THRU FRAME

1/

2"

OFFICEWAITING

AREA

TYPE A

WINDOW TYPE LEGEND

TYPE B

O

FIXED

PANEL

O

FIXED

PANEL

3'

X

SLIDING

PANEL

X

SLIDING

DOOR

3' - 6"

3'

4' - 3 1/2" 4' - 3 1/2"

PARTITION AS SCHEDULED

OFFICE

WAITING AREA

FIXED PANEL ASSEMBLY

SLIDING PANEL

FIXED PANEL

TRACK BELOW

SEALANT, CLEAR

FIXED

PANELS

FRAME

BELOW

1/4"1/4"

1' - 3 1/2"

OFFICE

WAITING AREA

FIXED PANEL ASSEMBLY

SLIDING PANEL ASSEMBLY

SEALANT, CLEAR

FIXED PANELS

FRAME BELOW

1/4"1/4"

PARTITION AS SCHEDULED

METAL STUD LINTEL AS

REQ. FOR SPAN

METAL RUNNER CHANNEL

FIXED GLAZING PANELS

ANCHOR BOLT

FRAME

OFFICEWAITING

AREA

1/

2"

2"

DOOR SCHEDULE

DOOR

NUMBER

TO ROOM: NAME

DOOR FRAME

FIRE

RATING

GLASS

DETAILS

HARDWARE

GROUP

COMMENTSDOOR

TYPE

OPENING SIZE

THICKNESS DOOR MATERIAL DOOR FINISH

FRAME

TYPE

FRAME MATERIAL FRAME FINISH HEAD JAMB THRESHOLD

HEIGHT WIDTH

D2 OFFICE

B

7' - 0" 3' - 0" 1 3/4" SWC MATCH

EXISTING

F-1

HM PNT-1 20 Y 1/A601 2/A601

D3 EXAM ROOM

A

7' - 0" 3' - 6" 1 3/4" SWC MATCH

EXISTING

F-1

HM PNT-1 20 1/A601 2/A601

SCALE: N.T.S.A601

1 PARTITIONT TYPES

WINDOW SCHEDULE

WINDOW TAG TYPE

ROUGH OPENING FRAME DETAIL GLAZING HEAD

HEIGHT COMMENTSWIDTH HEIGHT FRAME MATERIAL FRAME FINISH HEAD JAMB SILL THICKNESS TYPE

A A 12' - 1 1/2" 3' - 8" ALUM MFR. 3/A601 5/A601 1/4" TEMP

B B 3' - 1 1/2" 3' - 8" ALUM MFR 4/A601 5/A601 3/A601 1/4" TEMP

ROOM FINISH SCHEDULE

ROOM

NUMBER

ROOM NAME

FLOOR

BASE

WALLS CEILING

COMMENTS

MATERIAL

NORTH SOUTH EAST WEST

MATERIAL

MATERIAL FINISH MATERIAL FINISH MATERIAL FINISH MATERIAL FINISH

1 WAITING AREA LVT RB-1 PNT-1 PNT-1 PNT-1 PNT-1 ACP-1

2 OFFICE LVT RB-1 GYP. BD. PNT-1 PNT-1 PNT-1 PNT-1 ACP-1

3 EXAM ROOM RSF RB-1 PNT-1 GYP. BD. PNT-1 PNT-1 PNT-1 ACP-1

4 CORRIDOR LVT RB-1 PNT-1 PNT-1 PNT-1 PNT-1 ACP-1

SCALE: 1 1/2" = 1'-0"A601

9 WINDOW PARTITION SECTION

SCALE: 1 1/2" = 1'-0"A601

2 DOOR HEAD DETAIL

SCALE: 1 1/2" = 1'-0"A601

3 DOOR JAMB DETAIL

SCALE: 1 1/2" = 1'-0"A601

4 PASS-THRU SILL DETAIL

SCALE: 1 1/2" = 1'-0"A601

5 PASS-THRU HEADER DETAIL

SCALE: 1 1/2" = 1'-0"A601

6 PASS-THRU JAMB DETAIL

SCALE: 1 1/2" = 1'-0"A601

8 FIXED GLAZING PANEL JAMB DETAIL

SCALE: 1 1/2" = 1'-0"A601

7 FIXED GLAZING PANEL HEADER DETAIL

Project Director

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

Phase

ENGINEER OF RECORD STAMPSUBCONSULTANTS

321 4 5 6 7 8 9 10

DELTA ENGINEERS, ARCHITECTS & SURVEYORS

8401 CONNECTICUT AVE SUITE 350

CHEVY CHASE, MARYLAND 20815

301.718.0080

MORABITO CONSULTANTS, INC.

STRUCTURAL ENGINEERING

952 RIDGEBROOK ROAD, SUITE 1700

SPARKS, MARYLAND 21152

410.467.2377

KOFFEL ASSOCIATES, INC.

8815 CENTRE PARK DR STE 200

COLUMBIA, MD 21045

410.750.2246

VETERAN DESIGN & CONSTRUCTION INC.

5523 RESEARCH PARK DRIVE SUITE 110

BALTIMORE, MARYLAND 21228

443.543.5081

512-22-208LR BLDG 14 PROSTHETICS

VAMC LOCH RAVEN

06/07/2023

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P

M

A601

SCHEDULES, PARTITION TYPES BID FINAL DOCUMENTS

0'

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

2" 4" 1'-4"8"

RSF-1 ALTRO SYMPHONIA - DICENTRA SY20007

(EXAM ROOM)

LVT-1 NOLA CRITERION CLASSIC COLLECTION - C00105 CEDAR

(WAITING ROOM, OFFICE & CORRIDOR)

PLAM-1 FORMICA - 3202-58 OTTER

MATTE FINISH

PNT-1 PPG - ANTIQUE WHITE

PPG1024-2

RB ROPPE - 700 SERIES WALL BASE -

640 CREEKBED

SSM - WILSONART - FLINT ROCK 9207CS

OPTION 1

RB ROPPE - 700 SERIES WALL

BASE - 184 ALMOND

PLAM-1 FORMICA - 1903-58 CAFE PNT-1 PPG - ANGEL FOOD PPG1088-1

RSF-1 ALTRO SYMPHONIA - AYANA SY120034

(EXAM ROOM)

SSM - WILSONART - GIBRALTAR - CASHMERE MIRAGE -

9135MG

OPTION 2

LVT-1 NOLA CRITERION CLASSIC COLLECTION - C00102 CHESTNUT

(WAITING ROOM, OFFICE & CORRIDOR)

FLOORING RENDERING LVT-1 CHESTNUT

FLOORING RENDERING LVT-1 CHESTNUT

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

Phase

ENGINEER OF RECORD STAMPSUBCONSULTANTS

321 4 5 6 7 8 9 10

DELTA ENGINEERS, ARCHITECTS & SURVEYORS

8401 CONNECTICUT AVE SUITE 350

CHEVY CHASE, MARYLAND 20815

301.718.0080

MORABITO CONSULTANTS, INC.

STRUCTURAL ENGINEERING

952 RIDGEBROOK ROAD, SUITE 1700

SPARKS, MARYLAND 21152

410.467.2377

KOFFEL ASSOCIATES, INC.

8815 CENTRE PARK DR STE 200

COLUMBIA, MD 21045

410.750.2246

VETERAN DESIGN & CONSTRUCTION INC.

5523 RESEARCH PARK DRIVE SUITE 110

BALTIMORE, MARYLAND 21228

443.543.5081

512-22-208LR BLDG 14 PROSTHETICS

VAMC LOCH RAVEN

06/07/2023

F R e v it L o c a ls

\2

.8

.0

V A

M C

L o c h

R a v e n -B ld

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I001

FINISH BOARD BID FINAL DOCUMENTS

rmiller Rob MD Seal

Rob Signature

M001

1. ALL WORK SHALL CONFORM TO LATEST INTERNATIONAL MECHANICAL AND PLUMBING CODES; VA HVAC AND PLUMBING DESIGN

MANUAL.

2. ALL WORK SHALL BE COORDINATED WITH ARCHITECTURAL, STRUCTURAL, FIRE PROTECTION, MECHANICAL AND ELECTRICAL DRAWINGS. CONTRACTOR SHALL BE REQUIRED TO FURNISH, INSTALL AND CONNECT WITH APPROPRIATE SERVICES ALL ITEMS

SHOWN ON THE DRAWING AT NO ADDITIONAL COST TO OWNER.

3. THE CONTRACTOR SHALL REVIEW THE WORK AND SHALL COORDINATE WITH THE WORK OF OTHER TRADES.

4. SLEEVE AND SEAL ALL PIPING PASSING THROUGH WALLS, FLOORS AND ROOF UNLESS NOTED OTHERWISE.

5. ALL HANGERS AND SUPPORTS SHALL BE SECURED TO STRUCTURE ABOVE.

6. ALL CUTTING, PATCHING AND REPAIR WORK SHALL BE THE RESPONSIBILITY OF THE TRADE INVOLVED.

7. ALL INSULATION, FITTINGS, COVERS AND FINISHES SHALL HAVE A MAXIMUM FLAME SPREAD RATING OF 25 AND A MAXIMUM SMOKE DEVELOPED RATING OF 50 AND ALL BE IN COMPLIANCE WITH NFPA 90A. REFER TO SPECIFICATIONS.

8. ALL CORE DRILLING, CUTTING AND PATCHING SHALL BE DONE BY THE TRADE. PROVIDE FOR X-RAY OR GPR OF ALL PENETRATIONS

THRU STRUCTURAL SLAB OR WALLS.

9. ALL SLAB PENETRATIONS AND PENETRATIONS THRU…