36C24619B0021-0001003.pdf

DEMOLITION REMARKS

1. DASHED LINES INDICATE EXTENT OF DEMOLITION WORK.

2. REMOVE CONCRETE SLAB COMPLETELY.

17 1617

PHASE 1PHASE 2

PHASE 1PHASE 2

IREMOVE PASE 1 ICRA BARRIER

UPON ERECTING PHASE 2 ICRA BARRIER.

6 6

23 24 25 25A

T

U

± 77' - 9"

PHASE 1PHASE 2

PHASE 1PHASE 2

± 44' - 2 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 le d Ve t 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

JCHDJP5-13-2019

5-13-2019

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 AND RELOCATION OF ALL REUSED 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 AS ILLUSTRATED.

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.

19 REMOVE OPERATOR / ACTIVATOR FROM VAULT DOOR AND DISCARD. FRAME TO REMAIN IN PLACE.

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

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C JOSEPH H. TROST

ARCHITEC

T

Addendum 11 6/19/19

AE401

1Z-133

1Z-134

1Z-132

1Z-135

M3B

1Z-133A

9' - 6" 12' - 0"

5 6

M3B

M3B M3B

M1B

M3B

PHASE 1PHASE 2

PHASE 1PHASE 2

/8

2' - 0 7/8"

1' - 7 5/8"

M1B

M1B

/8

/4

/8

/2

M1B

AE300

AE300

1Z-133

1Z-134

1Z-132

1Z-135

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

19' - 8"

/4

/8

/8

C L O

F L

IN

A

C

E Q

' - 0

E

Q

EQ

16' - 0"

EQ

1Z-133A

+ 9' - 6"

+ 10' - 2"

PHASE 1PHASE 2

PHASE 1PHASE 2

TYP.

+ 9' - 6"

+ 9' - 8"

AE112

TYP.

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

/8

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. INSTALL MOUNTING HARDWARE FOR WALL MOUNTED DEVICES AS

DIRECTED BY MANUFACTURER.

CONTRACTOR'S NOTE

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 le d Ve t 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

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M M a c \H o m e \D o c u m e n ts

\L o c a l R e v it F ile s \2

B

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IN

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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

JCHDJP5-13-2019

5-13-2019

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

C 12 N/A 12" CONCRETE TO 17' - 9" AFF. SEAL CONCRETE FACES EXPOSED TO

EXTERIOR.

N/A N/A COORDINATE WITH

STRUCTURAL DRAWINGS

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, 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

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

ARCHITEC

T

Addendum 11 6/19/19

AE401

1Z-133

1Z-134

1Z-132

1Z-135

1Z-133A

9' - 6" 12' - 0"

8 9

PT

SD

HSD

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"

/4

/8

/8

C L O

F L

IN

A

C

E Q

' - 0

E

Q

EQ

16' - 0"

EQ

1Z-133A

+ 9' - 6"

14 14

PHASE 1PHASE 2

PHASE 1PHASE 2

+ 10' - 2"

A Se rv ic e D i s a b le d Ve t 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 :0

P

M M a c \H o m e \D o c u m e n ts

\L o c a l R e v it F ile s \2

B

L

IN

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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

JCHDJP5-13-2019

5-13-2019

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.

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

20 MANUFACTURED STAINLESS STEEL CASEWORK. VAMC FURNISHED CONTRACTOR INSTALLED.

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

ARCHITEC

T

1 3/15/19Addendum 11 6/19/19

AE300

AE300

TYP.

AE300

16' - 10" 29' - 4 1/16" ± 25' - 4 1/4"

/4

80' - 9 11/16"

57' - 11 5/8"

LEVEL 1 - INT

10' - 2 1/2"

23242525A

CONCRETE SHIELDING BEYOND

PROVIDE NEW GRAVEL STOP TO MATCH EXISITING

NEW CONCRETE

WALL. PAINT TO

MATCH EXISTING

BRICK.

PVC ROOF MEMBRANE

AE300

17' - 9"T.O. DECK

R-15 RIGID INSULATION

PVC ROOF MEMBRANE

PVC ROOF FLASHING

8" MIN LEG VERTICAL AND HORIZONTAL

TAPERED

INSULATION R-15

MIN.

LEVEL 1 - INT

10' - 2 1/2"

TOS

17' - 7 1/2"

AE300

PHASE 1PHASE 2

PHASE 1PHASE 2

NEW PVC ROOF

ON TAPERED INSULATION

AE300

,OH

NEW CONCRETE SLAB

EQUIPMENT SUPPORTS, TYP.

SEE STRUCTURAL DRAWINGS

NEW PVC ROOF

ON TAPERED INSULATION

PRECAST CONCRETE PLANKS.

SEE STRUCTURAL DRAWINGS.

NEW PVC ROOF

ON TAPERED INSULATION

1/4" / 1'-0"

AE300

SIM

BASE SHEET AS REQUIRED

FOR DESIRED WARRANTY

INTERPLY SHEET

CANT STRIP

TAPERED INSULATION

EXISTING METAL DECK

R-15 RIGID INSULATION

CONTINUE PVC MEMBRANE

DOWN SIDES OF CONCRETE

ADDITION

A Se rv ic e D i s a b le d Ve t 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

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M M a c \H o m e \D o c u m e n ts

\L o c a l R e v it F ile s \2

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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

JCHDJP5-13-2019

5-13-2019

1/8" = 1'-0"

PARTIAL ROOF PLAN - NEW WORK

1 EDGE OF CONCRETE PLANKS

2 PVC ROOF MEMBRANE ON TAPERED INSULATION.

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"

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

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FOHTLA

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N O

M M

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C JOSEPH H. TROST

ARCHITEC

T

Addendum 11 6/19/19

RESIN PANEL (RP#1) WITH

IMAGE AND LIGHT BOX,

SEE SPECIFICATIONS.

T Y

P

IC

A L

T Y

P

TYP.

10 1/2"

PATIENT POSITIONING LASER

BY OTHERS. TYPICAL

WALL OPENINING TO

CONCRETE BEYOND.

COORDINATE SIZE AND

POSITION WITH EQUPMENT

MANUFACTURER,TYPICAL

z

X-RAY GENERATOR CABINET

BY BRAINLAB, CONTRACTOR

INSTALLED.

X-RAY WARNING

LIGHT BY VAMC,

CONTRACTOR

INSTALLED.

C

AE610

PLAM#1

SS#1

SEE ELECTRICAL DRAWINGS, VARIAN

AND BRAINLAB PROVIDED

INSTALATION DRAWINGS FOR ALL

WALL MOUNTED DEVICE TYPES

TYPICAL

A

AE610

BASE AS SCHEDULED, TYP.

RELAY JUNCTION BOX BY VARIAN

CASEWORK, SEE 5 / AE401

VARIAN GENERATOR

CABINET BEYOND

CASEWORK, SEE 8 / AE401

SEE ELECTRICAL DRAWINGS, VARIAN

AND BRAINLAB PROVIDED INSTALATION

DRAWINGS FOR ALL WALL MOUNTED

DEVICE TYPES TYPICAL

OPEN TO

PASSAGEWAY

F 2' - 6" 3' - 6"

SS#1

PLAM#1

B

AE610

A

AE610

V

IF

LINE OF WALL

z

CCTV BY VARIAN,

CONTRACTOR

INSTALLED, TYPICAL

SPEAKER BY VARIAN,

CONTRACTOR

INSTALLED, TYPICAL

LIVE VIEW CAMERA

AND MICROPHONE BY

VAMC, CONTRACTOR

INSTALLED.

SEE ELECTRICAL DRAWINGS, VARIAN

AND BRAINLAB PROVIDED INSTALATION

DRAWINGS FOR ALL WALL MOUNTED

DEVICE TYPES TYPICAL

PLAM#1

TYP.

WEDGE TRAY TYPE

CASEWORK SEE VARIAN

DESIGNERS DESKTOP

REFERENCE FOR DETAILS.

WOOD RAILS AND STOPS

ONLY.

ELECTRON APPLICATOR

TYPE CASEWORK SEE

VARIAN DESIGNERS

DESKTOP REFERENCE

FOR DETAILS.

MED GAS

OUTLET

MODULATOR CABINET BY

VARIAN, CONTRACTOR

INSTALLED

LINE OF WALL LINE OF WALL

z

PLAM#1 D

AE610

2' - 10"

PLAM#1

3' - 0"

C

AE610SEE ELECTRICAL

DRAWINGS, VARIAN AND

BRAINLAB PROVIDED

INSTALATION DRAWINGS

FOR ALL WALL MOUNTED

DEVICE TYPES TYPICAL.

COORDINATE AND CONFIRM ALL FIXED EQUIPMENT AND DEVICE LOCATIONS WITH MANUFACTURER

INSTALLATION DOCUMENTS. INSTALL MOUNTING HARDWARE FOR WALL MOUNTED DEVICES AS

DIRECTED BY MANUFACTURER.

CONTRACTOR'S NOTE

A Se rv ic e D i s a b le d Ve t 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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AE401

VAULT 1 AND 2 ELEVATIONS

JCHDJP5-13-2019

5-13-2019

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.

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C JOSEPH H. TROST

ARCHITEC

T

Addendum 11 6/19/19

1Z-133

1Z-133A

1Z-134

1Z-135

1Z-132

6' - 2 1/4"

GENERAL FINISH NOTES

• PROVIDE ONE-PIECE VINYL 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 UNLESS OTHERWISE NOTED.

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

SURFACES AND TRIM.

• 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

WALL AND CEILING

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

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

CG#1 CREAM

CG#2 CREAM

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

CASEWORK

SS#1 (TAN) TAN WITH SPECS

PLAM#1 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 ACCENT PAINT (PNT#3) THIS WALL, CORNER TO CORNER. SEE FINISH COLORS

FOR MORE INFORMATION.

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

FINISH COLORS FOR MORE INFORMATION.

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

7. PROVIDE 6" INTEGRAL BASE, THIS LOCATION. SEE COVE BASE DETAIL, THIS SHEET.

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

3/4" PLYWOOD SHELVES

(MELAMINE WITH MATCHING

3MM EDGE BANDING)

1/4" PLYWOOD BACK PANEL

(DADO INTO CABINET SIDES)

RECESSED SHELF

STANDARDS (SCREW

ATTACH TO CABINET SIDES)

WOOD FRAME (TYPICAL)

BASE AS SCHEDULED

FINISH FLOOR

DOOR PULL

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

/2

/4

C L E

A R

DOOR PULL

FACE OF WALL

3/4" PLYWOOD SHELVES

(GP-28 ALL SURFACES)

1/4" PLYWOOD BACK PANEL

(DADO INTO CABINET

SIDES)

RECESSED SHELF

STANDARDS (SCREW

ATTACH TO CABINET

SIDES)

WOOD FRAME (TYPICAL)

BASE AS SCHEDULED

FINISHED FLOOR

1' - 1"

A Se rv ic e D i s a b le d Ve t 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

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\L o c a l R e v it F ile s \2

B

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

rv t

AE610

FINISH PLAN - FIRST FLOOR

SMCDJP5-13-2019

5-13-2019

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 ETR MATCH EXISTING PTD GWB MATCH EXISTING ETR VARIES, SEE RCP.

1Z-133A EQUIPMENT CLOSET ETR ETR ETR ETR ETR -

1Z-134 VAULT 2 SV#1 SV#1 (6" INTEGRAL) PTD GWB / WS / RP PNT#1, 3 / WS#1 / 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.

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ARCHITEC

T

AE401 1" = 1'-0"

C WARDROBE - 2 DOORS

AE401 1" = 1'-0"

D WARDROBE - OPEN SHELVING - FULL HT

Addendum 11 6/19/19