36C24619B0021-007.pdf

METAL

NOT IN CONTRACT

VA FURNISHED CONTRACTOR INSTALLED

VA FURNISHED VA INSTALLED

CONTRACTOR FURNISHED CONTRACTOR INSTALLED

CONTRACTOR FURNISHED VA INSTALLED

PLASTIC LAMINATE

PAINT

PAINTED

RISER

RETURN AIR

RUBBER BASE

SEALED CONCRETE

SOLID SURFACE

SHEET VINYL

SIMILAR

STORAGE

SUSPENDED

TREAD

TOP OF BOND BEAM

TOP OF STEEL

TYPICAL

VINYL BASE

VERTICAL

VINYL WALL COVERING

AT

ANGLE

CENTER LINE

DIAMETER

ABOVE FINISH FLOOR

ACOUSTICAL TILE

ALUMINUM THRESHOLD

CUBICLE CURTAIN

CORNER GUARD

CEILING

COLUMN

CONCRETE

CONTINUOUS

CORRIDOR

CERAMIC TILE

ELECTRIC(AL)

ELEVATOR

EXISTING TO REMAIN

ELECTRIC WATER COOLER

EXISTING

EXISTING

FINISH(ED)

FACE OF FINISH

FACE OF STUD

GYSPUM WALLBOARD

HARDWARE

HARDWARE

HOUR

HEIGHT

LENGTH

LUXURY VINYL TILE

MAXIMUM

MECHANICAL

MOUNTING

A.F.F.

ACT

ATH.

CC

CG

CLG

COL

CONC.

CONT.

CORR

CT

ELEC

ELEV

ETR

EWC

EXIST.

EXST

FIN

FOF

FOS

GWB

HDWR

HDW

HR

HT

L

LVT

MAX

MECH

MTG

MTL

NIC.

VAFCI

VAFVAI

CFCI

CFVAI

PLAM

PNT

PTD

R

RA

RB

SC

SS

SV

SIM

STOR

SUSP.

T T.O.B.B.

T.O.S.

TYP

BV

VERT

WVW

O

ABBREVIATIONS

DOOR TAG

TYP

1i

M349

ACE

EXISTING DOOR

NEW DOOR

DEMO DOOR

NEW WALL

EXISTING WALL

DEMO WALL OR ITEMS

ABOVE OR BELOW

WALL PROTECTION TAG

WALL TAG

ROOM NUMBER

REVISION TAG

EQUIPMENT TAG

TOILET ACCESSORY TAG

DEMOLITION NOTE

NEW WORK NOTE

A810

DEMO ROOM NUMBER

CURTAINWALL AND

WINDOW MARKER

1i

INTERIOR ELEVATION

MARKER

SECTION OR WALL

SECTION NUMBER

COLUMN GRID NUMBER

EXISTING COLUMN

GRID NUMBER

A120

BUILDING ELEVATION

MARKER

A810

A810 DETAIL MARKER

ARCHITECTURAL SYMBOL LEGEND

1 PHASING NOTES

23 24 25 25A

T

U

V

1137 SF

PHASE 2

1195 SF

PHASE 1

NOTE: REFER TO

STRUCTURAL

DRAWINGS

FOR PRE PHASE WORK

REQUIRED TO INSTALL

NEW PILES THIS AREA.

GENERAL PHASING NOTES

• THE CONTRACTOR SHALL PROVIDE TEMPORARY POWER AND COMMUNICATIONS AS REQUIRED TO

SUPPORT TEMPORARY RELOCATED EQUIPMENT AND MAINTAIN OPERATIONS IN AREAS NOT UNDER

CONSTRUCTION.

• THE CONTRACTOR SHALL COORDINATE WORK OUTSIDE THE AREA UNDER CONSTRUCTION WITH THE

OWNER. NOTE THAT WORK MAY NEED TO BE PERFORMED AT NIGHT.

• THE CONTRACTOR SHALL COORDINATE WITH THE OWNER THE SCHEDULING OF ALL INTERRUPTIONS IN

SERVICES REQUIRED BY THIS PROJECT.

• THE CONTRACTOR SHALL MAINTAIN THE EXISTING WEATHERTIGHT CONDITION THROUGHOUT THE

CONSTRUCTION PERIOD AND REPAIR ALL DAMAGE CAUSED BY CONSTRUCTION OPERATIONS.

• THE CONTRACTOR SHALL PROVIDE TEMPORARY DIRECTIONAL SIGNS FOR EACH PHASE OF THE

CONSTRUCTION PROJECT TO BE LOCATED AS DIRECTED BY THE OWNER.

• TEMPORARY PARTITIONS INDICATED ARE THE MINIMUM REQUIREMENTS AND ARE FOR DESIGN INTENT ONLY. IF ADDITIONAL PARTITIONS ARE REQUIRED TO ENSURE SAFETY AND TO FACILITATE THE OWNER’S OPERATIONS IT IS THE CONTRACTOR’S RESPONSIBILITY TO PROVIDE. DOORS SHALL BE PROVIDED IN

PARTITIONS AS REQUIRED BY THE OWNER.

• WORK NOT INDICATED WITHIN A SPECIFIED PHASING PLAN SHALL BE COORDINATED WITH THE OWNER

PRIOR TO COMMENCEMENT OF THE WORK.

• THE CONTRACTOR SHALL MAINTAIN INTERIM LIFE SAFETY STANDARDS AT ALL TIMES DURING

CONSTRUCTION.

• THE CONTRACTOR SHALL PROVIDE NEGATIVE PRESSURE IN THE AREA OF RENOVATION TO PREVENT

THE SPREAD OF DUST TO OCCUPIED AREAS OF THE BUILDING.

• ALL DEBRIS CARTS UTILIZED SHALL HAVE TIGHT FITTING COVERS TO MINIMIZE THE SPREAD OF DUST.

• EACH PHASE MUST BE COMPLETE AND OCCUPIED BY THE OWNER PRIOR TO BEGINNING THE NEXT

PHASE. COORDINATE PHASING REQUIREMENTS WITH COR.

• ALL NOTES, REMARKS AND/OR SCHEDULES ON THIS SHEET ARE FOR THIS SHEET ONLY UNLESS

OTHERWISE NOTED.

• ARCHITECTURAL WORK SUCH AS CEILING REMOVAL/REPLACEMENT, PATCHING, ETC. SHALL BE PROVIDED AS REQUIRED BY MECHANICAL, PLUMBING AND ELECTRICAL WORK OUTSIDE OF THE MAJOR WORK ARES. CONTRACTOR SHALL REVIEW ALL DRAWINGS AND FIELD VERIFY EXISTING CONDITIONS TO

DETERMINE SCOPE OF THIS WORK.

• CONTRACTOR TO REVIEW RESTRICTED WORKING HOURS IN GENERAL CONDITIONS AND PLAN WORK

ACCORDINGLY.

• ROOF SHIELDING CAN BE INSTALLED POST PILE INSTALLATION AND AND BEFORE PHASE ONE WORK IS

COMPLETE AND TURNED OVER TO OWNER.

PHASING COORDINATION

OWNER, ENGINEER AND CONTRACTOR SHALL

REVIEW AND COORDINATE PHASING

REQUIREMENTS PER GENERAL CONDITIONS

WHEN CONTRACT IS AWARDED.

1. EXECUTE WORK BY METHODS TO

MINIMIZE RAISING DUST FROM

CONSTRUCTION OPERATIONS.

2. IMMEDIATELY REPLACE A CEILING TILE

DISPLACED FOR VISUAL INSPECTIONS.

DURING CONSTRUCTION PROJECT UPON COMPLETION OF PROJECT

C L A

S

I

C L

A S

S

II

1. PROVIDE ACTIVE MEANS TO PREVENT

AIRBORNE DUST FROM DISPERSING INTO

ATMOSPHERE.

2.WATER MIST WORK SURFACES TO

CONTROL DUST WHILE CUTTING.

3.SEAL UNUSED DOORS WITH DUCT TAPE.

4.BLOCK OFF AND SEAL AIR VENTS.

5.PLACE DUST MAT AT ENTRANCE AND EXIT

OF WORK AREA.

6.REMOVE OR ISOLATE HVAC SYSTEM IN

AREAS WHERE WORK IS BEING

PERFORMED.

1.WIPE WORK SURFACES WITH DISINFECTANT.

2.CONTAIN CONSTRUCTION WASTE BEFORE

TRANSPORT IN TIGHTLY COVERED

CONTAINERS.

3.WIPE WORK SURFACES WITH DISINFECTANT,

WET MOP AND/OR VACUUM WITH HEPA

VACUUM BEFORE LEAVING WORK AREA.

4.REMOVE ISOLATION OF HVAC.

IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE THE FOLLOWING INFECTION CONTROL PRECAUTIONS

DEPENDING UPON THE AREA CLASS DESIGNATION

C L

A

II

I

C L A

IV

1.REMOVE OR ISOLATE HVAC SYSTEM IN AREA

WHERE WORK IS BEING DONE TO PREVENT

CONTAMINATION OF DUCT SYSTEM.

2.COMPLETE ALL CRITICAL BARRIERS, I.E.,

SHEETROCK, PLYWOOD, PLASTIC, TO SEAL

AREA FROM NON-WORK AREA OR IMPLEMENT

CONTROL CUBE METHOD (CART WITH PLASTIC

COVERING AND SEALED CONNECTION TO

WORK SITE WITH HEPA VACUUM FOR

VACUUMING PRIOR TO EXIT) BEFORE

CONSTRUCTION BEGINS.

3.MAINTAIN NEGATIVE AIR PRESSURE WITHIN

WORK SITE UTILIZING HEPA EQUIPPED AIR

FILTRATION UNITS.

4.CONTAIN CONSTRUCTION WASTE BEFORE

TRANSPORT IN TIGHTLY COVERED

CONTAINERS.

5.COVER TRANSPORT RECEPTACLES OR

CARTS. TAPE COVERING UNLESS SOLID LID.

1.DO NOT REMOVE BARRIERS FROM WORK

AREA UNTIL COMPLETED PROJECT IS

INSPECTED BY THE ENVIRONMENTAL HEALTH

AND SAFETY AND INFECTION CONTROL AND

THOROUGHLY CLEANED BY ENVIRONMENTAL

SANITATION SECTION.

2.REMOVE BARRIER MATERIALS CAREFULLY TO

MINIMIZE SPREADING OF DIRT AND DEBRIS

ASSOCIATED WITH CONSTRUCTION.

3.VACUUM WORK AREA WITH HEPA FILTERED

VACUUMS.

4.WET MOP AREA WITH DISINFECTANT.

5.REMOVE ISOLATION OF HVAC SYSTEM IN AREAS

WHERE WORK IS BEING PERFORMED.

1.OBTAIN INFECTION CONTROL PERMIT BEFORE

CONSTRUCTION BEGINS.

2. ISOLATE HVAC SYSTEM IN AREA WHERE WORK

IS BEING DONE TO PREVENT CONTAMINATION

OF DUCT SYSTEM.

3.COMPLETE ALL CRITICAL BARRIERS OR

IMPLEMENT CONTROL CUBE METHOD BEFORE

CONSTRUCTION BEGINS.

4.MAINTAIN NEGATIVE AIR PRESSURE WITHIN

WORK SITE UTILIZING HEPA EQUIPPED AIR

FILTRATION UNITS.

5.SEAL HOLES, PIPES, CONDUITS AND

PUNCTURES APPROPRIATELY.

6.CONSTRUCT ANTEROOM AND REQUIRE ALL

PERSONNEL TO PASS THROUGH THIS ROOM

SO THEY CAN BE VACUUMED USING A HEPA

VACUUM CLEANER BEFORE LEAVING WORK SITE

OR THEY CAN WEAR CLOTH OR PAPER

COVERALLS THAT ARE REMOVED EACH TIME

THEY LEAVE THE WORK SITE.

7.ALL PERSONNEL ENTERING WORK SITE ARE

REQUIRED TO WEAR SHOE COVERS.

1.DO NOT REMOVE BARRIERS FROM WORK

AREA UNTIL COMPLETED PROJECT IS

THOROUGHLY CLEANED BY ENVIRONMENTAL

MANAGEMENT.

2.VACUUM WORK AREA WITH HEPA FILTERED

VACUUMS.

3.WET MOP AREA WITH DISINFECTANT.

4.REMOVE BARRIER MATERIALS CAREFULLY

TO MINIMIZE SPREADING OF DIRT AND

DEBRIS ASSOCIATED WITH CONSTRUCTION.

5.CONTAIN CONSTRUCTION WASTE BEFORE

TRANSPORT IN TIGHTLY COVERED

CONTAINERS.

6.COVER TRANSPORT RECEPTACLES OR

CARTS. TAPE COVERING.

7.REMOVE ISOLATION OF HVAC SYSTEM IN

AREAS WHERE WORK IS BEING

PERFORMED.

DURING CONSTRUCTION PROJECT UPON COMPLETION OF PROJECT

PATIENT RISK GROUP TABLE

GROUP 1

LOW RISK

GROUP 2

MEDIUM RISK

GROUP 3

HIGH RISK

GROUP 4

HIGHEST RISK

- ADMINISTRATIVE OFFICES

- PUBLIC CORRIDORS

- ELEVATORS

- DAY ROOMS

- CANTEEN RETAIL STORE

- VACANT WARDS OR

VACANT ICU'S ETC.

- OUTPATIENT, URGENT CARE

& PRIMARY CARE CLINICS

- LABORATORY

- CARDIOLOGY

- ECHOCARDIOGRAPHY

- ENDOSCOPY

- FOOD SERVICES

- INTERIM CARE & MEDICAL

UNITS

- NUCLEAR MEDICINE

- PHARMACY

- PHYSICAL THERAPY

- RADIOLOGY & NUCLEAR

MEDICINE

- RESPIRATORY THERAPY

- CCU

- EMERGENCY ROOM

- LABORATORY

- OUTPATIENT SURGERY

- PHARMACY

- POST ANESTHESIA CARE

UNIT

- SURGICAL UNITS

- ANY AREA CARING FOR

IMMUNICOMPROMISED

PATIENTS

- SPD STORAGE /

STERILIZATION

- INTENSIVE CARE UNITS

- TB NEGATIVE PRESSURE

ISOLATION ROOMS

-OPERATING ROOM

INFECTION CONTROL MATRIX - CLASS OF PRECAUTIONS:

CONSTRUCTION PROJECT BY PATIENT RISK

PATIENT RISK GROUP

LOW RISK GROUP 1

MEDIUM RISK GROUP 2

HIGH RISK GROUP 3

HIGHEST RISK GROUP 4

TYPE A TYPE B TYPE C TYPE D

I

I

I

II

II

II

II

III/IV

II

II

III/IV

III/IV

III/IV

IV

IV

IV

CONSTRUCTION PROJECT TYPE

NOTE: INFECTION CONTROL APPROVAL WILL BE REQUIRED WHEN THE CONSTRUCTION ACTIVITY AND RISK LEVEL

INDICATE THAT CLASS III OR CLASS IV CONTROL PROCEDURES ARE NECESSARY.

Infection Control Risk Mitigation Recommendations Matrix of Precautions for Construction and Renovation

Type of Construction / Project Activity Table

TYPE A

Inspection and Non-Invasive Activities

Includes, but is not limited to:

-Removal of ceiling tiles for visual inspection limited to 20 Ln Ft tile per 160 sq. ft. space.

-Painting (but not sanding).

-Wall covering, electrical trim work, minor plumbing, and activities which do not generate dust or require cutting of walls or access to ceilings other than for visual inspection.

-Patching walls - not exceeding 8 sq. ft.

TYPE B

Small scale, short duration activities which create minimal dust.

Includes, but is not limited to:

-Installation of telephone and computer cabling.

-Access to chase spaces.

-Cutting of walls or ceiling where dust migration can be controlled.

-Patching walls - exceeding 8 sq. ft.

TYPE C

Work that generates a moderate to high level of dust or requires demolition or removal of any fixed building components and assemblies or new construction.

Includes, but is not limited to:

-Sanding of walls for painting or wall covering exceeding 32 sq. ft., or vacant areas.

-Removal of floor coverings, ceiling tiles and casework.

-New wall construction -Uncontained duct, HVAC or electrical work above ceilings.

-Major cabling activities.

-Any other project where high levels of dust are generated.

TYPE D

Major demolition and construction projects

Includes, but is not limited to:

-Activities that require consecutive work shifts -Requires heavy demolition or removal of a complete cabling system.

-New Construction.

A Se rv ic e D i s a b l e d Vet e r an Owned

S m a l l B u s iness

SDVOSB

CVE

www.pfa-architect.com - Project No: 2412.17B

ARCHITECTURE, PLANNING, INTERIORS

World Trade Center 101 West Main Street, Suite 7000 Norfolk, VA 23510

Phone: 757-471-0537 Fax: 757-471-4205

PF&A DESIGN

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

CONSULTANTS: Office of Construction and Facilities Management o n e e ig h th i n c h o n e f o o t

B

A

C

D

E

F th re e i n c h e s o n e f o o t 6 o n e a n d o n e h a lf i n c h e s o n e f o o t o n e i n c h o n e f o o t th re e q u a rt e rs i n c h o n e f o o t o n e h a lf i n c h o n e f o o t th re e e ig h th s i n c h o n e f o o t o n e q u a rt e r in c h o n e f o o t

VA FORM 08-6231

1 2 3 4 5 6 87 9

97 8654321

Miller-Remick LLC

1010 KINGS HIGHWAY SOUTH

CHERRY HILL, NEW JERSEY 08034

PHONE: (856)429-4000

FAX: (856)429-5002

M.E.P. & Structural Engineering

A Service Disabled Veteran Owned Small Business

MR PROJECT NO: 0500-0004

B

A

C

D

E

F

NO. DESCRIPTION DATE

KEYPLAN

BID DOCUMENTS

ACTUAL & PLAN

NORTH

NTS

LINAC VAULTS 1 & 2

MODIFICATIONS

HUNTER HOLMES MCGUIRE

VAMC RICHMOND, VA

652-16-107

BLDG. 500

Department of Veterans Affairs

PRINTS OF THIS DRAWING SHALL NOT BE USED FOR ANY PURPOSE

WHATSOEVER WITHOUT THE SEAL AND SIGNATURE OF THE

PROFESSIONAL ENGINEER.

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AG001

PHASING INFORMATION,

ABBREVIATIONS, AND LEGENDS

JCHDJP12-14-2018

12-14-2018

1/8" = 1'-0"

PHASING PLAN - NEW WORK

CONSTRUCTION TYPE: D

PATIENT RISK GROUP: MEDIUM RISK, GROUP 3

INFECTIION CONTROL PRECAUTIONS: CLASS IV

FOR ALL WORK:

NO.

A I

N I

G

RI

V

FOHTLA

E W

N O

M M

O

C JOSEPH H. TROST

ARCHITEC

T

DEMOLITION REMARKS

1. DASHED LINES INDICATE EXTENT OF DEMOLITION WORK.

2. REMOVE CONCRETE SLAB COMPLETELY.

6 6

17 1617

PHASE 1PHASE 2

PHASE 1PHASE 2

IREMOVE PASE 1 ICRA BARRIER

UPON ERECTING PHASE 2 ICRA BARRIER.

23 24 25 25A

T

U

± 64' - 0"

PHASE 1PHASE 2

PHASE 1PHASE 2

± 30' - 5 1/2" ± 33' - 6 1/2"

1Z-133 1Z-134

1Z-133A

1Z-132

1Z-135

A Se rv ic e D i s a b l e d Vet e r an Owned

S m a l l B u s iness

SDVOSB

CVE

www.pfa-architect.com - Project No: 2412.17B

ARCHITECTURE, PLANNING, INTERIORS

World Trade Center 101 West Main Street, Suite 7000 Norfolk, VA 23510

Phone: 757-471-0537 Fax: 757-471-4205

PF&A DESIGN

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

CONSULTANTS: Office of Construction and Facilities Management o n e e ig h th i n c h o n e f o o t

B

A

C

D

E

F th re e i n c h e s o n e f o o t 6 o n e a n d o n e h a lf i n c h e s o n e f o o t o n e i n c h o n e f o o t th re e q u a rt e rs i n c h o n e f o o t o n e h a lf i n c h o n e f o o t th re e e ig h th s i n c h o n e f o o t o n e q u a rt e r in c h o n e f o o t

VA FORM 08-6231

1 2 3 4 5 6 87 9

97 8654321

Miller-Remick LLC

1010 KINGS HIGHWAY SOUTH

CHERRY HILL, NEW JERSEY 08034

PHONE: (856)429-4000

FAX: (856)429-5002

M.E.P. & Structural Engineering

A Service Disabled Veteran Owned Small Business

MR PROJECT NO: 0500-0004

B

A

C

D

E

F

NO. DESCRIPTION DATE

KEYPLAN

BID DOCUMENTS

ACTUAL & PLAN

NORTH

NTS

LINAC VAULTS 1 & 2

MODIFICATIONS

HUNTER HOLMES MCGUIRE

VAMC RICHMOND, VA

652-16-107

BLDG. 500

Department of Veterans Affairs

PRINTS OF THIS DRAWING SHALL NOT BE USED FOR ANY PURPOSE

WHATSOEVER WITHOUT THE SEAL AND SIGNATURE OF THE

PROFESSIONAL ENGINEER.

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AD101

DEMOLITION PLANS

JCHDJP12-14-2018

12-14-2018

1/4" = 1'-0"

DEMOLITION PLAN - FIRST LEVEL

1 DEMOLISH CONCRETE SLAB, SEE STRUCTURAL DRAWINGS FOR EXTENT OF DEMOLITION.

2 NOT USED

3 REMOVE AND RETAIN EXISTING CASEWORK FOR REUSE.

4 REMOVE TURNTABLE AND FRAME COMPONENTS COMPLETE.

5 REMOVE AND DISCARD DECORATIVE LIGHT FIXTURE.

6 COORDINATE REMOVAL OF ALL "BRAINLAB" POSITIONING EQUIPMENT WITH COR AND INDEPENDENT CONTRACTOR.

7 REMOVE ALL CEILING MOUNTED EQUIPMENT AND STRUCTURAL SUPPORT. TURN EQUIPMENT OVER TO COR.

8 REMOVE AND DISCARD EXISTING ROOF SYSTEM TO EXTENTS NOTED. COORDINATE AREAS OF PHASED REMOVAL WITH NEW WORK.

MAINTAIN WATERTIGHT / WATER RESISTANT TEMPORARY ROOF WHERE REQUIRED BETWEEN PHASES.

9 REMOVE AND DISCARD EXISTING GRAVEL STOP TO MATCH LENGTH OF ROOF REMOVED.

10 REMOVE FENCE SYSTEM AND TURN OVER MATERIAL TO COR. COORDINATE REQUIRED TEMPORARY FENCING TO REMAIN DURING

CONSTRUCTION WITH PHASING AND COR.

11 REMOVE EXISTING TOILET ACCESSORIES AND SALVAGE FOR REUSE.

12 REMOVE EXISTING WALL IN IT'S ENTIRETY.

13 REMOVE DOOR, FRAME, AND HARDWARE. TURN OVER TO COR.

14 REMOVE CASEWORK IN IT'S ENTIRETY INCLUDING BUT NOT LIMITED TO: BASE CABINETS, WALL CABINETS, BRACING, AND HARDWARE.

15 REMOVE PLUMBING FIXTURE. SEE PLUMBING DRAWINGS.

16 ICRA TEMPORARY FULL HEIGHT 1 HR PARTITION. DEMOLISH AFTER THE COMPLETION OF NEW WORK OR END OF PHASE. ERECT ICRA

BARRIER UPON COMPLETION OF PILE INTALLATION AND BEFORE PHASE 1 BEGINS

17 PROVIDE TEMPORARY 1/3 HOUR RATED DOOR, FRAME, AND HARDWARE. PROVIDE HINGES, CLOSER, AND CLASSROOM LOCKSET, AUTOMATIC DOOR BOTTOMS AND RUBBER SEALS.

18 REMOVE SHELVING UNITS COMPLETELY, THIS ROOM.

1/8" = 1'-0"

PARTIAL DEMOLITION PLAN - ROOF LEVEL

DEMOLITION SCHEDULE

*** ALL FINISHES LISTED IN SCHEDULE ARE TO BE REMOVED

COMPLETELY UNLESS OTHERWISE NOTED ***

NUMBER FLOOR BASE WALL CEILING REMARKS

1Z-132 ETR ETR ETR ETR -

1Z-133 LVT RB PTD GWB ACT 1

1Z-133A LVT RB PTD GWB ACT -

1Z-134 LVT RB PTD GWB ACT 1, 2

1Z-135 ETR ETR ETR ETR -

• DEMOLITION DRAWINGS INDICATE IN GENERAL, THE EXTENT OF DEMOLITION. REMOVE ALL ASSOCIATED APPURTENANCES NOT REQUIRED IN THE NEW WORK, ALL ABANDONED ITEMS, AND ALL ITEMS REQUIRED FOR THE INSTALLATION OF NEW WORK, TO PROVIDE FOR A COMPLETE PROJECT. ITEMS NOT SPECIFICALLY INDICATED THAT ARE QUESTIONABLE FOR REMOVAL SHALL BE BROUGHT TO THE

ATTENTION OF THE ARCHITECT FOR A DECISION.

• THE CONTRACTOR SHALL VISIT THE SITE AND BECOME FAMILIAR WITH ALL EXISTING CONDITIONS PRIOR TO THE START OF CONSTRUCTION.

• THE CONTRACTOR SHALL PATCH ALL EXISTING SURFACES TO MATCH EXISTING WHERE AFFECTED BY CONSTRUCTION OPERATIONS, INCLUDING BUT NOT LIMITED TO PLUMBING, MECHANICAL AND ELECTRICAL WORK.

• THE CONTRACTOR SHALL PATCH NAIL HOLES, ETC, AND REMOVE MISCELLANEOUS APPURTENANCES ON EXISTING WALLS TO BE PAINTED

OR COVERED WITH WALL COVERING.

• ALL EXISTING FLOORING MATERIALS WHICH ARE TO REMAIN IN PLACE SHALL BE COMPLETELY CLEANED AND STRIPPED OF WAX IN ORDER

TO RECEIVE NEW FINISHES.

• ALL NEW WORK SHALL ALIGN WITH EXISTING WHERE THEY INTERSECT UNLESS OTHERWISE NOTED.

• THE CONTRACTOR SHALL PATCH AND REPAIR ALL EXISTING SURFACES WHICH WERE PREVIOUSLY DAMAGED PRIOR TO CONSTRUCTION OPERATIONS IF VISIBLE AFTER NEW WORK IS COMPLETE, REGARDLESS IF THE ITEM WAS SPECIFICALLY NOTED OR NOT.

• THE CONTRACTOR SHALL REMOVE AND PATCH ANY AREAS UNCOVERED WHERE WOOD NAILERS OR GROUNDS ARE FOUND TO EXIST BEHIND ANY TRIM ITEMS OR EQUIPMENT REMOVED. WALLS SHALL BE MADE FLUSH WITH EXISTING ADJACENT SURFACES AND READY TO

RECEIVE NEW FINISHES.

• IF ANY ASBESTOS CONTAINING MATERIAL IS ENCOUNTERED DURING THE COURSE OF CONSTRUCTION OPERATIONS WHICH IS NOT INDICATED ON THE CONTRACT DOCUMENTS THE CONTRACTOR SHALL NOTIFY THE ARCHITECT IMMEDIATELY.

• WHERE EXISTING VINYL WALL COVERING IS REMOVED ON EXISTING WALLS TO REMAIN, THE CONTRACTOR SHALL PATCH AND REPAIR WALL AS REQUIRED TO PROVIDE A LEVEL AND TRUE SURFACES ON WHICH TO INSTALL NEW FINISHES.

• ALL SIGNAGE WHICH OCCURS ON WALL OR ON DOORS TO BE REMOVED SHALL BE REMOVED BY THE CONTRACTOR AND TURNED OVER TO

THE OWNER.

• ALL FINISHES LISTED IN THE DEMOLITION SCHEDULE SHALL BE REMOVED COMPLETELY UNLESS INDICATED OTHERWISE. DEMOLITION SHALL INCLUDE BACKINGS, MASTIC AND GLUES, SETTING BEDS, AND SUBSTRATE AS REQUIRED TO PREPARE THE MATERIAL FOR NEW

WORK AND/OR FINISHES.

• ALL NOTES, REMARKS AND/OR SCHEDULES ON THIS SHEET ARE FOR THIS SHEET ONLY UNLESS OTHERWISE NOTED.

• EXISTING HAND RAIL AND BUMPER GUARD SHALL BE REMOVED AND TURNED OVER TO THE OWNER.

• ALL EXISTING NURSE CALL, SMOKE DETECTORS, AND SPEAKERS TO REMAIN AND REWORKED WITH NEW CEILING SYSTEM.

• EXISTING WALL FINISHES TO BE VERIFIED AND PREPPED ACCORDINGLY FOR NEW FINISHES SCHEDULES - BY CONTRACTOR.

• THESE DEMOLITION NOTES ARE FOR ARCHITECTURAL WORK ONLY. SEE ALL OTHER DRAWINGS FOR DEMOLITION INFORMATION

PERTAINING TO OTHER DISCIPLINES.

• FOR ICRA RESTRICTIONS AND INFORMATION SEE SHEET AG001.

GENERAL DEMOLITION NOTES

DEMOLITION NOTES

1/8" = 1'-0"

DEMOLITION - REFLECTED CEILING PLAN

NO.

A I

N I

G

RI

V

FOHTLA

E W

N O

M M

O

C JOSEPH H. TROST

AE401 24

AE401

1Z-133

1Z-134

1Z-132

1Z-135

M3B

± 3 1/2"

1Z-133A

9' - 6" 12' - 0"

5 6

M3B

M3B M3B

M3B

M3B

133A

6' - 0" 15' - 1 7/8"

4 9

M1B

M1B

M1B

PHASE 1PHASE 2

PHASE 1PHASE 2

± 21' - 1 7/8"

/2

1' - 11 1/4"

1' - 7 5/8"

M1B

M1B

M1BM3

M3

/4

/2

/4

/2

AE300

AE300

1Z-133

1Z-134

1Z-132

1Z-135

2' - 1" 7' - 0 3/4" 9' - 9 1/2" 2' - 1"

EQ EQ

± 3' - 8" 15' - 0" 1' - 0"

1' - 0"

/4

/2

/4

/8

/8

+ 10' - 2"

+ 9' - 8"

+ 9' - 6"

11' - 0"

10 1/2"

E Q

E Q

C L O

F L

IN

A

C

E Q

' - 0

E

Q

EQ

16' - 0"

EQ

1Z-133A

+ 9' - 6"

+ 10' - 2"

+ 10' - 2"

PHASE 1PHASE 2

PHASE 1PHASE 2

TYP.

TYP.

+ 9' - 6"

+ 9' - 8"

AE112

Sim

AE112

Sim

TYP.

TYP.

AE112

SimTYP.

E Q

E Q

EQEQ

EQEQ

E Q

E Q

" 1' - 4"

1' - 6" 4' - 0" 4' - 0"

/8

2' - 6" 4' - 0" 4' - 0"

EQ EQ

E Q

E Q

E Q

E Q

E Q

5' - 0" 1' - 8"

EQ EQ

EQ EQ

E Q

E Q

2' - 0" EQ EQ EQ EQ 2' - 0"

/8

/2

EQ EQ

2 X 2 INDIRECT

LED LIGHT FIXTURE

CEILING LEGEND

RETURN AIR DIFFUSER

SUPPLY AIR DIFFUSER

RECESSED CEILING LIGHT

EXIT SIGN

LOUVERED SUPPLY DIFFUSER

STRUCTURAL SUPPORT

FOR CEILING EQUIPMENT

COORDINATE AND CONFIRM ALL FIXED EQUIPMENT AND DEVICE LOCATIONS WITH MANUFACTURER

INSTALLATION DOCUMENTS.

CONTRACTOR'S NOTE

F

FLUSH SOLID CORE WOOD

S C

H E

D U

L E

D H

E

IG

H T

SCHEDULED WIDTH

2" 2"VARIES

V A

R

IE

S

DBL STUDS

CONT. CAULK AT BOTH

SIDES -PTD. TYP.

HOLLOW METAL FRAME- PTD

TYP

1/2"

SEE WALL TYPE

DBL STUDS - 16 GA

EXTEND TO DECK

ABOVE

CONT . CAULK AT BOTH

SIDES - PTD

HOLLOW METAL FRAME -PTD.

TYP

1/2"

PROVIDE MINIMUM OF

3 JAMB ANCHORS PER

JAMB

SEE WALL TYPE

FOR DIMENSION

SEE RCP

3 5/8" METAL STUDS FASTENED

TO STRUCTURE ABOVE, TYP

CEILING AS SCHEDULED

5/8" PTD GWB, TYP

T Y

P

T Y

P

FOR DIMENSION

SEE RCP

CEILING AS SCHEDULED

5/8" PTD

GWB, TYP

3 5/8" MTL STUDS,

FASTENED TO

STRUCTURE ABOVE,

TYP

SEE WALL TYPE

A Se rv ic e D i s a b l e d Vet e r an Owned

S m a l l B u s iness

SDVOSB

CVE

www.pfa-architect.com - Project No: 2412.17B

ARCHITECTURE, PLANNING, INTERIORS

World Trade Center 101 West Main Street, Suite 7000 Norfolk, VA 23510

Phone: 757-471-0537 Fax: 757-471-4205

PF&A DESIGN

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

CONSULTANTS: Office of Construction and Facilities Management o n e e ig h th i n c h o n e f o o t

B

A

C

D

E

F th re e i n c h e s o n e f o o t 6 o n e a n d o n e h a lf i n c h e s o n e f o o t o n e i n c h o n e f o o t th re e q u a rt e rs i n c h o n e f o o t o n e h a lf i n c h o n e f o o t th re e e ig h th s i n c h o n e f o o t o n e q u a rt e r in c h o n e f o o t

VA FORM 08-6231

1 2 3 4 5 6 87 9

97 8654321

Miller-Remick LLC

1010 KINGS HIGHWAY SOUTH

CHERRY HILL, NEW JERSEY 08034

PHONE: (856)429-4000

FAX: (856)429-5002

M.E.P. & Structural Engineering

A Service Disabled Veteran Owned Small Business

MR PROJECT NO: 0500-0004

B

A

C

D

E

F

NO. DESCRIPTION DATE

KEYPLAN

BID DOCUMENTS

ACTUAL & PLAN

NORTH

NTS

LINAC VAULTS 1 & 2

MODIFICATIONS

HUNTER HOLMES MCGUIRE

VAMC RICHMOND, VA

652-16-107

BLDG. 500

Department of Veterans Affairs

PRINTS OF THIS DRAWING SHALL NOT BE USED FOR ANY PURPOSE

WHATSOEVER WITHOUT THE SEAL AND SIGNATURE OF THE

PROFESSIONAL ENGINEER.

/1 /2

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P

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\d p e ro n n e t\

B

L

IN

A C

V a u lt s

M o d if ic a ti o n s

C e n tr a l_ d p e ro n n e t.

rv t

AE112

NEW WORK PLANS

JCHDJP12-14-2018

12-14-2018

ROOM LEGEND

NUMBER NAME Comments

1Z-132 CONTROL SEE MEP DRAWINGS FOR WORK IN THIS AREA

1Z-133 VAULT 1 -

1Z-133A EQUIPMENT CLOSET -

1Z-134 VAULT 2 -

1Z-135 CONTROL SEE MEP DRAWINGS FOR WORK IN THIS AREA

1/4" = 1'-0"

NEW WORK PLAN - FIRST LEVEL

1/4" = 1'-0"

REFLECTED CEILING PLAN - FIRST LEVEL

• CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO THE START OF CONSTRUCTION. ANY DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE COR FOR A RESOLUTION. ADJUSTMENTS TO DIMENSIONS AND CONDITIONS

SHOWN MAY BE REQUIRED.

• ALL DIMENSIONS ARE REFERENCED FROM FACE OF STUD AT NEW CONSTRUCTION UNLESS OTHERWISE NOTED. DIMENSIONS ARE

REFERENCED FROM FACE OF FINISH AT EXISTING CONSTRUCTION.

• ALL DIMENSIONS INDICATED +/- ARE APPROXIMATE AND MUST BE FIELD VERIFIED PRIOR TO THE START OF CONSTRUCTION.

• PROVIDE SHALL MEAN TO SUPPLY, TO FURNISH AND TO INSTALL COMPLETE WITH ALL ACCESSORIES, PARTS AND/OR SERVICES TO BE

READY FOR ITS INTENDED USE.

• WHERE WORK ABUTS OR ADJOINS EXISTING SURFACES WHICH WILL REMAIN EXPOSED, ALIGN NEW WORK FLUSH WITH EXISTING

ADJACENT SURFACES.

• THE CONTRACTOR SHALL MAINTAIN THE EXISTING BUILDING IN A WATER TIGHT CONDITION THROUGHOUT THE ENTIRE CONSTRUCTION PERIOD. REPAIR DAMAGE CAUSED BY CONSTRUCTION OPERATIONS. TAKE ALL PRECAUTIONS NECESSARY TO PROTECT THE BUILDING

AND ITS OCCUPANTS DURING THE CONSTRUCTION PERIOD.

• CONTRACTOR SHALL PROVIDE BARRIERS TO PREVENT ENTRY TO THE CONSTRUCTION AREA. BARRIERS SHALL NOT INTERFERE WITH THE

OWNERS USE OF THE SITE.

• THE CONTRACTOR SHALL PROVIDE NEGATIVE PRESSURE IN THE AREA OF RENOVATION TO PREVENT THE SPREAD OF DUST TO OCCUPIED

AREAS OF THE BUILDING.

• ALL NOTES, REMARKS AND/OR SCHEDULES ON THIS SHEET ARE FOR THIS ONLY UNLESS OTHERWISE NOTED.

• ALL DOORS TO BE MOUNTED 4" FROM FACE OF FINISH UON.

WALL TYPE SCHEDULE

TYPE STC DESCRIPTION

FIRE

RATING UL REMARKS

M1B N/A 1 5/8" METAL STUDS AT 16" O.C. MAX. 5/8" GWB ONE SIDE. EXTEND WALL

ASSEMBLY TO 4" ABOVE FINISHED CEILING.

N/A N/A

M3 N/A 3 5/8" METAL STUDS AT 16" O.C. MAX. 5/8" GWB BOTH SIDES. EXTEND

WALL ASSEMBLY TO 4" ABOVE FINISHED CEILING.

N/A N/A

M3B N/A 3 5/8" METAL STUDS AT 16" O.C. MAX. 5/8" GWB ONE SIDE. EXTEND WALL

ASSEMBLY TO 4" ABOVE FINISHED CEILING.

N/A N/A

GENERAL NOTES

1 ISOCENTER

2 SKY FACTORY REVELATION SKYCEILINGS W/ IMAGE #8FE. MODIFY IMAGE AS NECESSARY TO FIT SIZE. SEE FINISH PLAN SHEET.

3 SEE STRUCTURAL DRAWINGS FOR NEW CONCRETE LOCATIONS.

4 INFILL FORMER EQUIPMENT RECESS TO MATCH EXISTING SLAB. SEE STRUCTURAL DRAWINGS.

5 COOLING WATER SUPPLY AND RETURN CONTROL VALVES. SEE PLUMBING DRAWINGS.

6 RELAY JUNCTION BOX BY "VARIAN"

7 EXACTRAC COMPUTER CABINET BY "BRAINLAB".

8 PROVIDE 2x4 ACT TILE (ACT#2) IN THIS LOCATION ONLY.

9 COORDINATE CONCRETE SLAB VOIDS WITH EQUIPMENT INSTALLATION DOCUMENTS. SEE STRUCTURAL DRAWINGS FOR DIMENSIONS.

10 NEW CONCRETE SLAB, ENTIRE ROOM. SEE STRUCTURAL DRAWINGS.

11 PROVIDE NEW SINGLE BOWL SCRUB SINK WITH FOOT PEDAL CONTROLS. SEE PLUMBING DRAWINGS.

12 PROVIDE NEW DOOR CONTROLLER AND HARDWARE. COORDINATE SECURITY REQUIREMENTS WITH COR.

13 PAINT GWB CEILING PNT#4. SEE FINISH COLORS FOR MORE INFORMATION.

14 STRUCTURAL SUPPORT FOR CEILING MOUNTED EQUIPMENT. COORDINATE LOCATION WITH STRUCTURAL, EQUIPMENT MANUFACTURER

INSTALLATION INSTRUCTIONS, AND COR.

15 WORK COUNTER BY OTHERS

NEW WORK NOTES

3/8" = 1'-0"

DOOR TYPE

DOOR SCHEDULE

NUMBER

DOOR FRAME FIRE

RATING

HARDWARE REMARKS

TYPE WIDTH HEIGHT THICKNESS TYPE HEAD JAMB SILL

133A F 3' - 0" 7' - 0" 1 3/4" 1 H1 J1 - HW-SH-3 PROVIDE CARD READER

3/8" = 1'-0"

FRAME TYPE - HOLLOW METAL

1 1/2" = 1'-0"

H1 HOLLOW METAL HEAD DETAIL

1 1/2" = 1'-0"

J1 HOLLOW METAL JAMB DETAIL

AE112 1 1/2" = 1'-0"

3 SOFFIT DETAIL - CEILING TO CEILING

AE112 1 1/2" = 1'-0"

4 SOFFIT DETAIL - CEILING TO WALL

NO.

A I

N I

G

RI

V

FOHTLA

E W

N O

M M

O

C JOSEPH H. TROST

AE401 24

AE401

1Z-133

1Z-134

1Z-132

1Z-135

± 3 1/2"

1Z-133A

9' - 6" 12' - 0"

8 9

133A

6' - 0" 15' - 1 7/8"

5 15

PT

SD

HSD

PT

SDHSD

PT

SDHSD

PHASE 1PHASE 2

PHASE 1PHASE 2

AE300

AE300

1Z-133

1Z-134

1Z-132

1Z-135

2' - 1" 7' - 0 3/4" 9' - 9 1/2" 2' - 1"

EQ EQ

± 3' - 8" 15' - 0" 1' - 0"

1' - 0"

/4

/2

/4

/8

/8

+ 9' - 8"

+ 9' - 6"

11' - 0"

10 1/2"

E Q

E Q

C L O

F L

IN

A

C

E Q

' - 0

E

Q

EQ

16' - 0"

EQ

1Z-133A

+ 9' - 6"

14 14

+ 10' - 2"

PHASE 1PHASE 2

PHASE 1PHASE 2

+ 10' - 2"

A Se rv ic e D i s a b l e d Vet e r an Owned

S m a l l B u s iness

SDVOSB

CVE

www.pfa-architect.com - Project No: 2412.17B

ARCHITECTURE, PLANNING, INTERIORS

World Trade Center 101 West Main Street, Suite 7000 Norfolk, VA 23510

Phone: 757-471-0537 Fax: 757-471-4205

PF&A DESIGN

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

CONSULTANTS: Office of Construction and Facilities Management o n e e ig h th i n c h o n e f o o t

B

A

C

D

E

F th re e i n c h e s o n e f o o t 6 o n e a n d o n e h a lf i n c h e s o n e f o o t o n e i n c h o n e f o o t th re e q u a rt e rs i n c h o n e f o o t o n e h a lf i n c h o n e f o o t th re e e ig h th s i n c h o n e f o o t o n e q u a rt e r in c h o n e f o o t

VA FORM 08-6231

1 2 3 4 5 6 87 9

97 8654321

Miller-Remick LLC

1010 KINGS HIGHWAY SOUTH

CHERRY HILL, NEW JERSEY 08034

PHONE: (856)429-4000

FAX: (856)429-5002

M.E.P. & Structural Engineering

A Service Disabled Veteran Owned Small Business

MR PROJECT NO: 0500-0004

B

A

C

D

E

F

NO. DESCRIPTION DATE

KEYPLAN

BID DOCUMENTS

ACTUAL & PLAN

NORTH

NTS

LINAC VAULTS 1 & 2

MODIFICATIONS

HUNTER HOLMES MCGUIRE

VAMC RICHMOND, VA

652-16-107

BLDG. 500

Department of Veterans Affairs

PRINTS OF THIS DRAWING SHALL NOT BE USED FOR ANY PURPOSE

WHATSOEVER WITHOUT THE SEAL AND SIGNATURE OF THE

PROFESSIONAL ENGINEER.

/1 /2

:4

:1

P

M Im a c -1

\d p e ro n n e t\

B

L

IN

A C

V a u lt s

M o d if ic a ti o n s

C e n tr a l_ d p e ro n n e t.

rv t

AE113

EQUIPMENT PLANS

JCHDJP12-14-2018

12-14-2018

TOILET ACCESSORY SCHEDULE

MARK DESCRIPTION MOUNTING HEIGHT OFCI OFOI CFCI REMARKS Comments

HSD HAND SANITIZING DISPENSER 48" A.F.F. TO BOTTOM OF CONTROLS *** SALVAGED FROM EXISTING

SD VERTICAL MOUNT SOAP DISPENSER 48" TO BOTTOM OF CONTROLS *** SALVAGED FROM EXISTING

PT AUTOMATIC PAPER TOWEL DISPENSER 48" A.F.F. TO BOTTOM OF OPENING *** SALVAGED FROM EXISTING

ROOM LEGEND

NUMBER NAME Comments

1Z-132 CONTROL SEE MEP DRAWINGS FOR WORK IN THIS AREA

1Z-133 VAULT 1 -

1Z-133A EQUIPMENT CLOSET -

1Z-134 VAULT 2 -

1Z-135 CONTROL SEE MEP DRAWINGS FOR WORK IN THIS AREA

1/4" = 1'-0"

EQUIPMENT PLAN - FIRST LEVEL

1/4" = 1'-0"

EQUIPMENT PLAN - REFLECTED CEILING PLAN - FIRST LEVEL

1 ISOCENTER

2 SKY FACTORY REVELATION SKYCEILINGS W/ IMAGE #8FE. MODIFY IMAGE AS NECESSARY TO FIT SIZE. SEE 3 / AE112

3 NOT USED.

4 EQUIPMENT BY OTHERS. COORDINATE WITH COR.

5 INFILL FORMER EQUIPMENT RECESS TO MATCH EXISTING SLAB. SEE STRUCTURAL DRAWINGS.

6 FUTURE CASEWORK, VA FURNISHED CONTRACTOR INSTALLED. COORDINATE WITH COR.

7 X-RAY FLOOR BOX BY "BRAINLAB"

8 COOLING WATER SUPPLY AND RETURN CONTROL VALVES. SEE PLUMBING DRAWINGS.

9 RELAY JUNCTION BOX BY "VARIAN"

10 DUAL X-RAY GENERATOR CABINETS BY "BRAINLAB"

11 EXACTRAC COMPUTER CABINET BY "BRAINLAB".

12 CONTROL STATION FOR "VARIAN" AND "BRAINLAB" EQUIPMENT.

13 "TRUEBEAM 2-1 CABINET" BY "VARIAN".

14 PROVIDE 2x4 ACT TILE (ACT#2) IN THIS LOCATION TO ACCOMMODATE VARIAN EQUIPMENT.

15 COORDINATE CONCRETE SLAB VOIDS WITH EQUIPMENT. SEE STRUCTURAL DRAWINGS.

16 NEW CONCRETE SLAB, ENTIRE ROOM. SEE STRUCTURAL DRAWINGS.

17 PROVIDE NEW SINGLE BOWL SCRUB SINK WITH FOOT PEDAL CONTROLS. SEE PLUMBING DRAWINGS.

18 VA FURNISHED, CONTRACTOR INSTALLED DOUBLE DIAGNOSTIC LIGHT. CELING MOUNTED. SEE STRUCTURAL DRAWINGS.

19 PROVIDE NEW DOOR CONTROLLER AND HARDWARE. COORDINATE SECURITY REQUIREMENTS WITH COR.

20 PAINT GWB CEILING PNT#4. SEE FINISH COLORS FOR MORE INFORMATION.

GENERAL NOTES

EQUIPMENT NOTES

• CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO THE START OF CONSTRUCTION. ANY DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE COR FOR A RESOLUTION. ADJUSTMENTS TO DIMENSIONS AND CONDITIONS

SHOWN MAY BE REQUIRED.

• ALL DIMENSIONS ARE REFERENCED FROM FACE OF STUD AT NEW CONSTRUCTION UNLESS OTHERWISE NOTED. DIMENSIONS ARE

REFERENCED FROM FACE OF FINISH AT EXISTING CONSTRUCTION.

• ALL DIMENSIONS INDICATED +/- ARE APPROXIMATE AND MUST BE FIELD VERIFIED PRIOR TO THE START OF CONSTRUCTION.

• PROVIDE SHALL MEAN TO SUPPLY, TO FURNISH AND TO INSTALL COMPLETE WITH ALL ACCESSORIES, PARTS AND/OR SERVICES TO BE

READY FOR ITS INTENDED USE.

• WHERE WORK ABUTS OR ADJOINS EXISTING SURFACES WHICH WILL REMAIN EXPOSED, ALIGN NEW WORK FLUSH WITH EXISTING

ADJACENT SURFACES.

• THE CONTRACTOR SHALL MAINTAIN THE EXISTING BUILDING IN A WATER TIGHT CONDITION THROUGHOUT THE ENTIRE CONSTRUCTION PERIOD. REPAIR DAMAGE CAUSED BY CONSTRUCTION OPERATIONS. TAKE ALL PRECAUTIONS NECESSARY TO PROTECT THE BUILDING

AND ITS OCCUPANTS DURING THE CONSTRUCTION PERIOD.

• CONTRACTOR SHALL PROVIDE BARRIERS TO PREVENT ENTRY TO THE CONSTRUCTION AREA. BARRIERS SHALL NOT INTERFERE WITH THE

OWNERS USE OF THE SITE.

• THE CONTRACTOR SHALL PROVIDE NEGATIVE PRESSURE IN THE AREA OF RENOVATION TO PREVENT THE SPREAD OF DUST TO OCCUPIED

AREAS OF THE BUILDING.

• ALL NOTES, REMARKS AND/OR SCHEDULES ON THIS SHEET ARE FOR THIS ONLY UNLESS OTHERWISE NOTED.

• ALL DOORS TO BE MOUNTED 4" FROM FACE OF FINISH UON.

NO.

A I

N I

G

RI

V

FOHTLA

E W

N O

M M

O

C JOSEPH H. TROST

AE300

AE300

TYP.

AE300

PHASE 2

± 23' - 6"

PHASE 1

± 32' - 1 1/8"

± 8' - 9" ± 55' - 8"

LEVEL 1 - INT

10' - 2 1/2"

23242525A

PHASE 2

± 23' - 6"

PHASE 1

± 32' - 1 1/8"

FIBER CEMENT PANEL SYSTEM

PROVIDE NEW GRAVEL STOP TO MATCH EXISITING

PREFABRICATED METAL FASCIA

CONT. BACKER ROD AND SEALANT

5/8" CDX PLYWOOD

FIBER CEMENT PANEL SYSTEM

3 5/8" METAL STUDS @ 16" O.C.

5/8" CDX PLYWOOD

PVC MEMBRANE ROOFING

5/8" CDX PLYWOOD

6" METAL STUD RAFTERS @ 24" O.C.

PROVIDE BRIDGING AS REQUIRED.

14 GAUGE METAL CLIP ANGLE

ALIGN F.O. STUDS WITH

CONCRETE PLANKS

FLUID APPLIED AIR BARRIER

5 1/2"

SOFFIT VENT

R-13 BATT INSULATION

R-15 RIGID INSULATION

PREFABRICATED METAL FASCIA

CONT. BACKER ROD AND SEALANT

5/8" CDX PLYWOOD

PVC MEMBRANE ROOFING

5/8" CDX PLYWOOD

6" METAL STUD RAFTERS @ 24" O.C.

PROVIDE BRIDGING AS REQUIRED.

14 GAUGE METAL CLIP ANGLE

SOFFIT VENT

FIBER CEMENT PANEL SYSTEM

3 5/8" METAL STUDS @ 16" O.C.

5/8" CDX PLYWOOD

FLUID APPLIED AIR BARRIER

5 1/2"

SEAL ROOF TO METAL FASCIA PER

MANUFACTURER DETAIL

21' - 9 11/16"T.O. CONCRETE

ALIGN F.O. STUD WITH

CONCRETE PLANKS

M

IN

R-13 BATT INSULATION

R-15 RIGID INSULATION

PREFABRICATED METAL FASCIA

PVC MEMBRANE ROOFING

5/8" CDX PLYWOOD

6" METAL STUD CHANNEL

METAL STUD OUTRIGGER

@ 24" O.C.

AE300

SLOPED ROOF

17' - 9"T.O. DECK

FLUID APPLIED AIR BARRIER

5/8" CDX PLYWOOD

3 5/8" METAL STUDS @ 16" O.C.

FIBER CEMENT PANEL SYSTEM

RIDGE BEYOND

6" METAL STUD RAFTERS @ 24" O.C.

LEVEL 1 - INT

10' - 2 1/2"

TOS

17' - 7 1/2"

AE300

PHASE 1PHASE 2

27' - 6 1/2" 32' - 1 1/8"

NEW PVC ROOF

PHASE 1PHASE 2

NEW PVC ROOF AE300

,OH

NEW CONCRETE SLAB

EQUIPMENT SUPPORTS, TYP.

SEE STRUCTURAL DRAWINGS

AE300

PRECAST CONCRETE PLANKS.

SEE STRUCTURAL DRAWINGS.

NEW PVC ROOF

AE300

1" / 1'-0"

RIDGE HEIGHT

5' - 10"±

BASE SHEET AS REQUIRED

FOR DESIRED WARRANTY

INTERPLY SHEET

CANT STRIP

TAPERED INSULATION

EXISTING METAL DECK

6" METAL STUD RUNNER

ANCHOR TO EXISTING

METAL DECK AS SPECIFIED.

M

IN

CONTINUOUS COUNTER FLASHING

FIBER CEMENT PANEL STARTER STRIP

FIBER CEMENT PANEL SYSTEM

A Se rv ic e D i s a b l e d Vet e r an Owned

S m a l l B u s iness

SDVOSB

CVE

www.pfa-architect.com - Project No: 2412.17B

ARCHITECTURE, PLANNING, INTERIORS

World Trade Center 101 West Main Street, Suite 7000 Norfolk, VA 23510

Phone: 757-471-0537 Fax: 757-471-4205

PF&A DESIGN

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

CONSULTANTS: Office of Construction and Facilities Management o n e e ig h th i n c h o n e f o o t

B

A

C

D

E

F th re e i n c h e s o n e f o o t 6 o n e a n d o n e h a lf i n c h e s o n e f o o t o n e i n c h o n e f o o t th re e q u a rt e rs i n c h o n e f o o t o n e h a lf i n c h o n e f o o t th re e e ig h th s i n c h o n e f o o t o n e q u a rt e r in c h o n e f o o t

VA FORM 08-6231

1 2 3 4 5 6 87 9

97 8654321

Miller-Remick LLC

1010 KINGS HIGHWAY SOUTH

CHERRY HILL, NEW JERSEY 08034

PHONE: (856)429-4000

FAX: (856)429-5002

M.E.P. & Structural Engineering

A Service Disabled Veteran Owned Small Business

MR PROJECT NO: 0500-0004

B

A

C

D

E

F

NO. DESCRIPTION DATE

BID DOCUMENTS

LINAC VAULTS 1 & 2

MODIFICATIONS

HUNTER HOLMES MCGUIRE

VAMC RICHMOND, VA

652-16-107

BLDG. 500

Department of Veterans Affairs

PRINTS OF THIS DRAWING SHALL NOT BE USED FOR ANY PURPOSE

WHATSOEVER WITHOUT THE SEAL AND SIGNATURE OF THE

PROFESSIONAL ENGINEER.

/1 /2

:4

:1

P

M Im a c -1

\d p e ro n n e t\

B

L

IN

A C

V a u lt s

M o d if ic a ti o n s

C e n tr a l_ d p e ro n n e t.

rv t

AE300

ROOF PLAN, BUILDING AND WALL

SECTIONS

JCHDJP12-14-2018

12-14-2018

1/8" = 1'-0"

PARTIAL ROOF PLAN - NEW WORK

1 LINE OF WALL BELOW

2 NEW SHED ROOF. PVC ROOFING OVER PLYWOOD SHEATHING ON 6" METAL STUDS @ 24" O.C.

3 PROVIDE NEW GRAVEL STOP AT EDGE OF ROOF.

4 EXTENTS OF NEW ROOFING.

AE300 1/8" = 1'-0"

6 NORTH ELEVATION

GENERAL NOTES

NEW WORK ROOF NOTES

AE300 1 1/2" = 1'-0"

4 WALL SECTION - HIGH SIDE

AE300 1 1/2" = 1'-0"

5 WALL SECTION - LOW SIDE

AE300 1 1/2" = 1'-0"

3 WALL SECTION - END WALL

1/4" = 1'-0"AE300

1 LONGITUDINAL SECTION

1/4" = 1'-0"AE300

2 TRANSVERSE SECTION

• CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO THE START OF CONSTRUCTION. ANY DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE COR FOR A RESOLUTION. ADJUSTMENTS TO DIMENSIONS AND CONDITIONS

SHOWN MAY BE REQUIRED.

• ALL DIMENSIONS ARE REFERENCED FROM FACE OF STUD AT NEW CONSTRUCTION UNLESS OTHERWISE NOTED. DIMENSIONS ARE

REFERENCED FROM FACE OF FINISH AT EXISTING CONSTRUCTION.

• ALL DIMENSIONS INDICATED +/- ARE APPROXIMATE AND MUST BE FIELD VERIFIED PRIOR TO THE START OF CONSTRUCTION.

• PROVIDE SHALL MEAN TO SUPPLY, TO FURNISH AND TO INSTALL COMPLETE WITH ALL ACCESSORIES, PARTS AND/OR SERVICES TO BE

READY FOR ITS INTENDED USE.

• WHERE WORK ABUTS OR ADJOINS EXISTING SURFACES WHICH WILL REMAIN EXPOSED, ALIGN NEW WORK FLUSH WITH EXISTING

ADJACENT SURFACES.

• THE CONTRACTOR SHALL MAINTAIN THE EXISTING BUILDING IN A WATER TIGHT CONDITION THROUGHOUT THE ENTIRE CONSTRUCTION PERIOD. REPAIR DAMAGE CAUSED BY CONSTRUCTION OPERATIONS. TAKE ALL PRECAUTIONS NECESSARY TO PROTECT THE BUILDING

AND ITS OCCUPANTS DURING THE CONSTRUCTION PERIOD.

• CONTRACTOR SHALL PROVIDE BARRIERS TO PREVENT ENTRY TO THE CONSTRUCTION AREA. BARRIERS SHALL NOT INTERFERE WITH THE

OWNERS USE OF THE SITE.

• THE CONTRACTOR SHALL PROVIDE NEGATIVE PRESSURE IN THE AREA OF RENOVATION TO PREVENT THE SPREAD OF DUST TO OCCUPIED

AREAS OF THE BUILDING.

• ALL NOTES, REMARKS AND/OR SCHEDULES ON THIS SHEET ARE FOR THIS ONLY UNLESS OTHERWISE NOTED.

• ALL DOORS TO BE MOUNTED 4" FROM FACE OF FINISH UON.

• ALL MODIFICATIONS TO THE EXISTING ROOF SHALL BE MADE IN ACCORDANCE WITH VAMC'S EXISTING ROOF WARRANTY. COORDINATE

ALL MODIFICATIONS TO THE ROOF WITH THE COR.

AE300 3" = 1'-0"

7 TYPICAL WALL TO ROOF DETAIL

NO.

A I

N I

G

RI

V

FOHTLA

E W

N O

M M

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C JOSEPH H. TROST

LINE OF WALL

VA FURNISHED STORAGE CABINETS

CEILING MOUNTED SURGICAL LIGHTS

LINE OF WALL

LINE OF WALL

LINE OF CEILING SOFFIT BEYOND

OPEN TO

PASSAGEWAY

3' - 4"2' - 6"

STAINLESS STEEL CASEWORK

STAINLESS STEEL

COUNTERTOP

LINE OF WALL

LINE OF CEILING SOFFIT BEYOND

RESIN PANEL WITH IMAGE

AND LIGHT BOX

1' - 0" 8' - 0"

LINE OF WALL

LINE OF CEILING SOFFIT BEYOND

RESIN PANEL WITH IMAGE

AND LIGHT BOX

CASEWORK. VA FURNISHED,

CONTRACTOR INSTALLED

5' - 0" 8' - 0"

BASE AS SCHEDULED, TYP.

" RELAY JUNCTION BOX BY VARIAN

CASEWORK. VA FURNISHED,

CONTRACTOR INSTALLED

CASEWORK. VA FURNISHED,

CONTRACTOR INSTALLED

VARIAN GENERATOR

CABINET

OPEN TO

PASSAGEWAY

F 2' - 6" 3' - 4"

SS#1

PLAM#1

CASEWORK. VA FURNISHED, CONTRACTOR INSTALLED

B

AE610

A

AE610

LINE OF WALL

MED GAS

OUTLET

10 1/2"

CASEWORK. VA FURNISHED,

CONTRACTOR INSTALLED

CASEWORK. VA FURNISHED,

CONTRACTOR INSTALLED

VARIAN

EQUIPMENT

LINE OF WALL

LINE OF WALL

COORDINATE AND CONFIRM ALL FIXED EQUIPMENT AND DEVICE LOCATIONS WITH MANUFACTURER

INSTALLATION DOCUMENTS.

CONTRACTOR'S NOTE

A Se rv ic e D i s a b l e d Vet e r an Owned

S m a l l B u s iness

SDVOSB

CVE

www.pfa-architect.com - Project No: 2412.17B

ARCHITECTURE, PLANNING, INTERIORS

World Trade Center 101 West Main Street, Suite 7000 Norfolk, VA 23510

Phone: 757-471-0537 Fax: 757-471-4205

PF&A DESIGN

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

CONSULTANTS: Office of Construction and Facilities Management o n e e ig h th i n c h o n e f o o t

B

A

C

D

E

F th re e i n c h e s o n e f o o t 6 o n e a n d o n e h a lf i n c h e s o n e f o o t o n e i n c h o n e f o o t th re e q u a rt e rs i n c h o n e f o o t o n e h a lf i n c h o n e f o o t th re e e ig h th s i n c h o n e f o o t o n e q u a rt e r in c h o n e f o o t

VA FORM 08-6231

1 2 3 4 5 6 87 9

97 8654321

Miller-Remick LLC

1010 KINGS HIGHWAY SOUTH

CHERRY HILL, NEW JERSEY 08034

PHONE: (856)429-4000

FAX: (856)429-5002

M.E.P. & Structural Engineering

A Service Disabled Veteran Owned Small Business

MR PROJECT NO: 0500-0004

B

A

C

D

E

F

NO. DESCRIPTION DATE

KEYPLAN

BID DOCUMENTS

ACTUAL & PLAN

NORTH

NTS

LINAC VAULTS 1 & 2

MODIFICATIONS

HUNTER HOLMES MCGUIRE

VAMC RICHMOND, VA

652-16-107

BLDG. 500

Department of Veterans Affairs

PRINTS OF THIS DRAWING SHALL NOT BE USED FOR ANY PURPOSE

WHATSOEVER WITHOUT THE SEAL AND SIGNATURE OF THE

PROFESSIONAL ENGINEER.

/1 /2

:4

:1

P

M Im a c -1

\d p e ro n n e t\

B

L

IN

A C

V a u lt s

M o d if ic a ti o n s

C e n tr a l_ d p e ro n n e t.

rv t

AE401

VAULT 1 AND 2 ELEVATIONS

JCHDJP12-14-2018

12-14-2018

3/8" = 1'-0"AE112

1 VAULT 1 NORTH

3/8" = 1'-0"AE112

2 VAULT 1 EAST

3/8" = 1'-0"AE112

3 VAULT 1 SOUTH

3/8" = 1'-0"AE112

4 VAULT 1 WEST

3/8" = 1'-0"AE112

5 VAULT 2 EAST

3/8" = 1'-0"AE112

6 VAULT 2 NORTH

3/8" = 1'-0"AE112

7 VAULT 2 SOUTH

3/8" = 1'-0"AE112

8 VAULT 2 WEST

NO.

A I

N I

G

RI

V

FOHTLA

E W

N O

M M

O

C JOSEPH H. TROST

2 2

7 7

1Z-133

1Z-133A

1Z-134

1Z-135

1Z-132

13' - 3 1/4"

10' - 7 1/4"

6' - 9"

6' - 0"

3' - 2"

GENERAL FINISH NOTES

• PROVIDE ONE-PIECE METAL TRANSITION STRIP AT ALL FLOOR FINISH TRANSITIONS. COLOR

SHALL MATCH ADJACENT RUBBER BASE.

• ALL FLOOR FINISH TRANSITIONS SHALL BE CONCEALED BY A CLOSED DOOR.

• ALL FINISHES LISTED ARE NEW UNLESS SPECIFIALLY NOTED AS EXISTING.

• WALL BASE SHALL BE RUBBER ROLL GOODS.

• WHERE PAINTED GWB ARE INDICATED, PAINTING INCLUDES ALL PREVIOUSLY PAINTED

SURFACES AND TRIM.

• HATCH PATTERNS ON FINISH PLANS ARE REPRESENTATIONAL ONLY TO DISTINGUISH

COLOR CHANGES, UNLESS OTHERWISE NOTED.

• ALL WALLS TO BE PAINTED PNT #1, EGGSHELL, UNLESS OTHERWISE NOTED. SEE FINISH

COLORS FOR INFORMATION.

• ALL TRIM TO BE PAINTED PNT#2, SEMI-GLOSS, UNLESS OTHERWISE NOTED. SEE FINISH

COLORS FOR INFORMATION.

FINISH COLORS

FLOOR

SV#1 GRAY

SV#2 BLUE

WALL AND CEILING

ACT#1 (WHITE) 24" X 24" TILE

ACT#2 (WHITE) 24" X 48" TILE

CG#1 CREAM

CG#2 CREAM

CG#3 LIGHT BLUE

PNT#1 (FIELD) OFF WHITE

PNT#2 (TRIM) TAN

PNT#3 (ACCENT) LIGHT BLUE

PNT#4 (CEILING) WHITE

RB#1 TAN

RCP#1 SKYLIGHT

WS#1 CREAM

WS#2 LIGHT BLUE

CASEWORK

SS#1 (TAN) TAN WITH SPECS

PLAM#1 GREY WOOD GRAIN

RP#1 RESIN PANEL WITH IMAGE

FINISH NOTES#

1. PROVIDE CORNER GUARD (CG#1) THIS LOCATION. SEE FINISH COLORS FOR MORE

INFORMATION.

2. PROVIDE CORNER GUARD (CG#2) THIS LOCATION. SEE FINISH COLORS FOR MORE

INFORMATION.

3. PROVIDE CORNER GUARD (CG#3) THIS LOCATION. SEE FINISH COLORS FOR MORE

INFORMATION.

4. PROVIDE ACCENT PAINT (PNT#3) THIS WALL, CORNER TO CORNER. SEE FINISH COLORS

FOR MORE INFORMATION.

5. PROVIDE WAINSCOT (WS#1) THIS WALL, FROM TOP OF COVE BASE TO 52" A.F.F. SEE

FINISH COLORS FOR MORE INFORMATION.

6. PROVIDE WAINSCOT (WS#2) THIS LOCATION. FROM TOP OF COVE BASE TO 52" A.F.F.

SEE FINISH COLORS FOR MORE INFORMATION.

7. PROVIDE RP#1 THIS LOCATION. SEE ELEVATIONS FOR MORE INFORMATION.

FLOOR PATTERN LEGEND

SV#1

SV#2

WALL PROTECTION

WHERE APPLICABLE

FLOORING

TURNED UP TO FORM BASE

COVE STRIP

FLOORING

COUNTERTOP SEE ELEVATION FOR

MATERIAL CAULK AT BACKSPLASH

DRAWER PULL - TYPICAL

BACKSPLASH SEE ELEVATION

FOR MATERIAL CAULK AT WALL

DRAWER CONSTRUCTION:

DOVETAIL OR DOWELED CORNERS.

1/4" PLYWOOD DRAWER DADO

BOTTOM AT ALL 4 SIDES

BODY EGDES

1/4" PLYWOOD BACK PANEL (DADO

INTO CABINET BOTTOM AND SIDES)

BASE AS SCHEDULED

FINISH FLOOR

2' - 1"

F O

R C

A S

E W

O R

K H

E

IG

H T

S E

E C

A S

E W

O R

K E

L E

V A

T

IO

N S

/4

/4

" 1

/4

/2

DOOR PULL

RECESSED SHELF

STANDARDS (ATTACH

TO CABINET SIDES)

3/4" PLYWOOD SHELVES

(MELAMINE WITH MATCHING

3MM EDGE BANDING)

SOLID SURFACE COUNTER TOP WITH

MARINE GRADE PLYWOOD PROVIDE

CONTINUOUS BED OF SEALANT UNDER

PERIMETER OF DROP IN SINK FOR

WATERTIGHT SEAL

BACKSPLASH SEE ELEVATION FOR

MATERIAL CAULK AT WALL

UNDERMOUNT SINK (SEE PLUMBING

DRAWINGS)

FACE OF WALL

F O

R C

A S

E W

O R

K H

E

IG

H T

S

S E

E C

A S

E W

O R

K E

L E

V A

T

IO

N S

BASE AS SCHEDULED

FINISH FLOOR

DOOR PULL

/4

/4

/2

TOE KICK ATTACHED

2' - 1"

RECESSED SHELF STANDARDS

(ATTACH TO CABINET SIDES)

3/4" PLYWOOD SHELVES (MELAMINE

W/ 3MM EDGE BAND)

COUNTERTOP SEE ELEVATION FOR

MATERIAL CAULK AT BACKSPLASH

A Se rv ic e D i s a b l e d Vet e r an Owned

S m a l l B u s iness

SDVOSB

CVE

www.pfa-architect.com - Project No: 2412.17B

ARCHITECTURE, PLANNING, INTERIORS

World Trade Center 101 West Main Street, Suite 7000 Norfolk, VA 23510

Phone: 757-471-0537 Fax: 757-471-4205

PF&A DESIGN

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

CONSULTANTS: Office of Construction and Facilities Management o n e e ig h th i n c h o n e f o o t

B

A

C

D

E

F th re e i n c h e s o n e f o o t 6 o n e a n d o n e h a lf i n c h e s o n e f o o t o n e i n c h o n e f o o t th re e q u a rt e rs i n c h o n e f o o t o n e h a lf i n c h o n e f o o t th re e e ig h th s i n c h o n e f o o t o n e q u a rt e r in c h o n e f o o t

VA FORM 08-6231

1 2 3 4 5 6 87 9

97 8654321

Miller-Remick LLC

1010 KINGS HIGHWAY SOUTH

CHERRY HILL, NEW JERSEY 08034

PHONE: (856)429-4000

FAX: (856)429-5002

M.E.P. & Structural Engineering

A Service Disabled Veteran Owned Small Business

MR PROJECT NO: 0500-0004

B

A

C

D

E

F

NO. DESCRIPTION DATE

KEYPLAN

BID DOCUMENTS

ACTUAL & PLAN

NORTH

NTS

LINAC VAULTS 1 & 2

MODIFICATIONS

HUNTER HOLMES MCGUIRE

VAMC RICHMOND, VA

652-16-107

BLDG. 500

Department of Veterans Affairs

PRINTS OF THIS DRAWING SHALL NOT BE USED FOR ANY PURPOSE

WHATSOEVER WITHOUT THE SEAL AND SIGNATURE OF THE

PROFESSIONAL ENGINEER.

/1 /2

:4

:1

P

M Im a c -1

\d p e ro n n e t\

B

L

IN

A C

V a u lt s

M o d if ic a ti o n s

C e n tr a l_ d p e ro n n e t.

rv t

AE610

FINISH PLAN - FIRST FLOOR

SMCDJP12-14-2018

12-14-2018

1/4" = 1'-0"

FINISH PLAN - FIRST FLOOR

FINISH SCHEDULE

NUMBER ROOM NAME

FLOOR BASE WALL CEILING

MTL / COLOR MTL / COLOR MTL COLOR MTL / COLOR HEIGHT

1Z-133 VAULT 1 SV#1, 2 SV#1, 2 PTD GWB / WS / RP PNT#1, 3 / WS#1, 2 / RP#1 ACT#1 / PNT#4 / RCP#1 VARIES, SEE RCP.

1Z-133A EQUIPMENT CLOSET SV#2 RB#1 PTD GWB PNT#1 -

1Z-134 VAULT 2 SV#1, 2 SV#1, 2 PTD GWB / WS / RP PNT#1, 3 / WS#1, 2 / RP#1 ACT#1, 2 / PNT#4 / RCP#1 VARIES, SEE RCP

3" = 1'-0"

1 COVE BASE DETAIL

AE401 1" = 1'-0"

A BASE CABINET - DRAWER/CABINET

AE401 1" = 1'-0"

B SINK - SWINGING DOORS

12" = 1'-0"

2 SKY CEILING IMAGE

NO.

A I

N I

G

RI

V

FOHTLA

E W

N O

M M

O

C JOSEPH H. TROST