Revised DWGS.pdf

STORAGE

SKY

LIGHT

STORAGE

SKY

LIGHT

UPUP

UP UP

XXX SF

X

XXX XXX

OCCUPANT LOAD TAG

ROOM AREA

LOAD FACTOR/

OCCUPANT LOAD

USE GROUP

FIRE EXTINGUISHER CABINET

FE

C

EGRESS CAPACITY TAG

XX" DOOR

XX"

INCH/PERSON

XXX PEOPLE

X'-XX"

MAX TRAVEL DISTANCE

REQUIRED EXIT E

LIFE SAFETY LEGEND

E

HE

E

99'-4"184'-0"

HE

E E

FEC

FEC

FEC

FEC

OPEN TO BELOW

EXISTING

2 HR

WALL

EXISTING 2 HR WALL

EXTERIOR WALL

EXISTING 4" CMU WALL

NEW 2HR RATED PARTITION

ROOF ACCESS

CORRIDOR SMOKE PARTITION

1 HOUR FIRE PARTITION

SMOKE BARRIER

2 HOUR FIRE PARTITION

2 HOUR FIRE/SMOKE BARRIER

WALL LEGEND

1 HOUR/SMOKE BARRIER

LIFE SAFETY PLAN LEGEND

E

FEC

EXIT

FIRE EXTINGUISHER CABINET

114'-0" TRAVEL DISTANCE TO EXIT

88' - 11" TRAVEL DISTANCE TO SUITE EXIT

HE HORIZONTAL EXIT

PROJECT

LIMITS / PHASE

KEY PLAN

1A

1B2A

12 13 14 15 16 17 18 19

N

M

Ls

L

K

J

H.6

H

G

F.9

F.1

F 17.915W14W14E13E

F.3

F.4

G.4

G.6PLAN NORTH

ACTUAL

NORTH

BUILDING REGULATION DATA

IBC 2012

USE GROUP

I2: INSTITUTIONAL

CONSTRUCTION TYPE TABLE 601

TYPE 1A FULLY SPRINKLERED

STRUCTURAL FRAME: 3 HOURS

BEARING WALLS: 3 HOURS

FLOOR CONSTRUCTION: 2 HOURS

ROOF CONSTRUCTION: 1 1/2 HOURS

BUILDING AREA AND HEIGHTS TABLE 503

UNLIMITED

HAZARDOUS AREAS TABLE 509

WASTE AND LINEN COLLECTION ROOMS IN USE

GROUP I-2 : 1 HOUR

SECTION 407 GROUP I-2

TRAVEL DISTANCE MAX 200'x0" TO BARRIER DOOR.

407.3 CORRIDOR WALL CONSTRUCTION

CORRIDOR WALLS SHALL BE CONSTRUCTED AS

SMOKE PARTITIONS

407.5 SMOKE BARRIERS

SMOKE BARRIERS SHALL BE PROVIDED TO

SUBDIVIDE EVERY STORY INTO NO FEWER THAN 2

AN AREA OF NO MORE THAN 22,500 SF.

SMOKE BARRIER DOOR TABLE 716.5

1/3 HOUR

MEANS OF EGRESS

EXIT ACCESS TRAVEL DISTANCE TABLE 1016.2

B: 200 FEET WITH SPRINKLER SYSTEM

SECTION 1015 : EXIT AND EXIT ACCESS

DOORWAYS

TWO EXITS ARE REQUIRED SEPARATION

DISTANCE 1/2 THE DIAGONAL WITH SPRINKLER

SYSTEM

EGRESS WIDTH

10053.1 STAIRWAYS CAPACITY IS OCCUPANT

LOAD x .2 INCHES

10053.2 CORRIDORS CAPACITY IS OCCUPANT

LOAD x .15 INCHES

MINIMUM CORRIDOR WIDTH TABLE 1018.2

44 INCHES

96 INCHES GROUP I-2 WHERE REQUIRED FOR

BED MOVEMENT

SHAFT ENCLOSURE 713.4

SHAFT SHALL HAVE FIRE-RESISTANT ROOFING

OF NOT LESS THAN 1 HOUR WHEN

CONNECTING LESS THAN 4 STORIES.

USE GROUP

CHAPTER 18/19 NEW AND EXISTING

HEALTHCARE OCCUPANCIES

CHAPTER 43 BUILDING REHABILITATION

CONSTRUCTION TYPE TABLE 19.1.6.1

TYPE 1 (332) NFPA 220 2015 EDITION

BEARING ALLS 3 HOURS

COLUMNS SUPPORTING MORE THAN ONE

FLOOR: 3 HOURS

BEAMS SUPPORTING MORE THAN ONE

FLOOR: 3 HOURS

BEAMS SUPPORTING ON FLOOR: 2 HOURS

FLOOR - CEILING ASSEMBLIES: 2 HOURS

ROOF CEILING ASSEMBLIES: 1 1/2 HOURS

NUMBER OF STORIES

UNLIMITED

HAZARDOUS AREA PROTECTION TABLE

18.3.2.1

ROOMS WITH SOILED LINEN IN VOLUME

GREATER THAN 64 GAL: 1 HOUR

STORAGE ROOMS GREATER THAN 50 SF

AND LESS THAN 100 SF STORING

COMBUSTIBLE MATERIAL PROVIDE

STORAGE ROOMS GREATER THAN 100 SF W/

COMBUSTIBLE MATERIAL: 1 HOUR

ROOMS WITH COLLECTING TRASH IN

VOLUME EXCEEDING 64 GAL: 1 HOUR

CONSTRUCTION OF CORRIDOR HALLS

18.3.6.2.3

CORRIDOR WALLS SHALL FORM A BARRIER

TO BLOCK THE TRANSFER OF SMOKE

SUB DIVISION OF BUILDING SPACE 18.3.7

EVERY STORY OF AMBULATORY

HEALTHCARE FACILITY SHALL DIVIDE INTO

NOT LESS THAN 2 SMOKE COMPARTMENTS

NOT EXCEEDING 22,500SF

TRAVEL DISTANCE FROM ANY POINT TO

REACH SMOKE BARRIER DOOR : 200'-0"

SMOKE BARRIER DOOR EXHIBIT 18/19.90

DOORS IN SMOKE BARRIERS SHALL BE NO

LESS THAN 1-3/4" SELF CLOSING.

LATCHING HARDWARE NOT REQUIRED

18.3.7.8

NFPA 101 2012

INTERNATIONAL BUILDING CODE (IBC 2012)

NFPA-101 LIFE SAFETY CODE (2012)

NFPA-220 STANDARD TYPE OF BUILDING CONSTRUCTION (2012)

NFPA-10 STANDARD FOR PORTABLE FIRE EXTINGUISHERS (2012)

NFPA-70 NATIONAL ELECTRIC CODE (2008)

NFPA-101 LIFE SAFETY CODE (2012) CHAPTER 43.6 RECONSTRUCTION

APPLICABLE CODES AND STANDARDS:

MEANS OF EGRESS

TRAVEL DISTANCE TO EXIT 18.2.6.2.1

TRAVEL DISTANCE SHALL NOT EXCEED 200

FEET WITH SPRINKLER SYSTEM

NUMBER OF MEANS OF EGRESS 18.2.4.2

NOT LESS THAN 2

SEPARATION DISTANCE NOT LESS THAN 1/3 THE

DIAGONAL 7.5.1.3.3

EGRESS WIDTH TABLE 7.3.3.1

STAIRWAYS : OCCUPANCY LOAD x 3 INCHES CORRIDORS : OCCUPANCY LOAD x .2 INCHES

CAPACITY OF MEANS OF EGRESS 18.2.3.4

SHALL NOT BE LESS THAN 8' CLEAR

18.2.3.4 (1) MINIMUM WIDTH OF 44 INCHES IN

NON PATIENT AREAS

SHAFT 8.6.5 ITEM 2

SHAFTS LESS THAN 4 STORIES SHALL HAVE 1-

HOUR FIRE BARRIER.

FINISH REQUIREMENTS (NFPA 101 10.2.2):

EXIT ENCLOSURES/EXIT PASSAGEWAYS:

CLASS A OR B

EXIT ACCESS CORRIDORS & OTHER EXIT

WAYS: CLASS A OR B

ROOMS & ENCLOSED SPACES: CLASS A, B,

OR C

FLOORS IN EXIT ENCLOSURES, EXIT

PASSAGEWAYS AND CORRIDORS

(OTHER THAN WOOD, VINYL, LINOLEUM, AND

RESILIENT FLOORS

W/O FIBER MATERIALS): CLASS I OR II

FIRE PROTECTION:

AUTOMATIC SPRINKLER SYSTEMS: FULLY

SPRINKLERED

PORTABLE FIRE EXTINGUISHERS (NFPA 10):

CLASS ABC TYPE, MIN RATING 2-A

WHERE INDICATED ON LIFE SAFETY PLAN

MAXIMUM TRAVEL DISTANCE: 75'

A S e rv ic e

D is a b le d

Ve t e r an Owned S m a l l B u s iness

SDVOSB

CVE

R

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

Drawing Title Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg. of

CONSULTANTS: ARCHITECT / ENGINEERS:

X

Office of Construction and Facilities

Managemen t 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

F

E

D

C

B

A

97 8654321 www.pfa-architect.com

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

8815 CENTRE PARK DRIVE, SUITE 200 COLUMBIA, MD

21045

410-750-2246 (BALT) 410-750-2588 (FAX)

KA PROJECT NUMBER: M023-08

K O

F F

E L

ASSOCIATES

ENGINEERS

Fire Protection

RENOVATE AND

EXPAND

OPERATING ROOMS

CHARLES GEORGE VAMC

ASHEVILLE, NC

2019-03-22

Approved: Medical Center Director

Building Number

TTI ENVIRONMENTAL, INC.

1253 NORTH CHURCH

STREET

MOORESTOWN, NJ 08057

BID DOCUMENTS

FULLY SPRINKLERED

637-315

Life Safety Second Floor Plan jhtjht

LS102.110/18/12

1/16" = 1'-0"

SECOND FLOOR -LIFE SAFETY PLAN

NO.

A I

N I

G

RI

V

FOHTLA

E W

N O

M M

O

C JOSEPH H. TROST

ARCHITEC

T

NO. DESCRIPTION DATE

1 REVISION 5-29-2020

13 14 15 16 17 18

N

M

K

L

Ls

6 3/8"

A500

/2

/2

/4

/8

M6

M6

M6

M6

M3

M3

M6

M1BM1B

M3

M3

M1B

M1B

M3

M1B

M1BM1B

SW38_2

SW38_2

SW38_2

M3_1

M3_1

M3_1 M3_1

M1BM1B

M1B M1B

M1B

M1B M1B

M1B

M6

M1B

M1B

M3 L

M3B

M3

M3_C

M3 L

M3_C

M3B

M6

M3_1

M1B

M1B

M1B

M3_1

M6_1

GENERAL OR

GENERAL OR

2020 CARDIAC OR

SCRUB

SCRUB

SCRUB

HYBRID OR

CLEAN CORE

M1B

M3B

M1B

M3_1

M3B

M3

A510

A510

H

M3_1

8' - 0 5/8" 9' - 7 1/8" 12' - 6 5/8" 3 5/8" 18' - 4 5/8" 3' - 0 7/8"

6 1/2"

1' - 0"

21' - 0" 5' - 2 1/2" 2' - 0" 6' - 8 3/4" 8' - 0 3/4" 6' - 6 1/4" 4' - 7 1/8"

2' - 1 7/8"

8' - 4 7/8"

/2

/1

/4

/2

/1

SSC

ORT

SD1 SD1 SD1 SD1

SD1 SD1 M6_L

1:12

SLOPE

DOWN

A800

A800 6

S L O

P E

D O

W N

M3_C

/1

/4

/4

/4

/2

/8

M3L_1

M6_L

4' - 3 3/4"

M3_CL

BW

MS MS MS

A520

A520

A520

A520

N.4

12.6 8' - 9 5/8" 22' - 0" 22' - 0" 22' - 0" 22' - 0" 22' - 0"

12' - 9"

/8

11 3/8"

23' - 6 1/8" 4' - 3"

HYBRID

CONTROL

HEART/LUNG

MACHINE ROOM

SEMI-RESTRICTED

CORRIDOR

A801 2

A8018 6

/8

A8104

LC

LC

LC

EB

LB

LB

ORT

AC

EB

MB

MTR

MB

HLM

/2

M6_L

20202010 2030 2040A

2040B2011

2021 2050

2060B

2060C

ELEC

/1

2' - 0"

M1B

A810

A8103

A202.1A

TYP.

NCP

IM

WPH

MB

MTR

BW

ORT

AC

EB

LB

LB

LB

LB

LC

HLM

CPM

CPM

CPM

NCP

MB

MB

IM

BW

MB

MB

IM IM

NCP

MTR

MTR

M6_C

NCP

WPH

M3_CL

10' - 6 3/4" 10' - 7 1/8"

WPH

5 5

TYP TYP

M3_1

5 5

B1

C2

B2

C1

MB

M3_CL

M1B

WPH

6 5/8" 11' - 9" 4' - 10" 8' - 4 5/8" 4' - 10" 2' - 0" 4' - 10" 7' - 9" 4' - 10" 7' - 9" 4' - 10" 2' - 0" 4' - 10" 8' - 9" 4' - 10" 8' - 9" 4' - 10" 2' - 0" 4' - 10" 7' - 7 3/8" 4' - 10" 3' - 1 1/8"

B B

E

B C

F

A

A

A

A

A A A A A A A A A A

M3B

2' - 0"

1' - 0 1/8"

/8

4' - 6"

/4

1' - 0 1/8"

/8

/8

1' - 0 1/8"

A500

3 3

M1B

M1B

M3B

M1BM1B M3B

M3B

M1B

M1B M3B

M3B

M3BL

M3B

1 3

M3BL

M3B

M3

M1B

M1B

M3 L

M1B

M3 L

/2

1' - 3 5/8"

/2

1' - 0"

/4

M3B M3B M3BM3B

M3B

M3

M3_1

M6_1

M3_C

M6_C

M3_1

M3_1

M3_1

AC

M6M6

OC

OC

OC

135.00°

.0

.0

EQ EQ

/8

/4

/1

M1B

M3B

A520

A520

A520

PT

SD1

OC

SSC

SSC

SSC

SSC

SSC

SSC

FEC

CPM

PHASE 1

PHASE 2

M3_C

/1

/2

/1

8' - 1 1/4" 14' - 11 5/8" 1' - 4" 5' - 6 1/4" 1' - 3" 5' - 6 1/4" 13' - 9 9/16" 1' - 3 13/16"2' - 1" 20' - 0 3/4" 1' - 9 1/2" 10' - 11 1/4" 7' - 4 3/8" 10' - 9 3/4" 4' - 7 7/8" 8' - 4 7/8" 1' - 4 5/8"

2041A

2041B

M3_CL

M3_C

HYBRID EQUIP

2' - 6" 2' - 0"

NEW WORK NOTES

1. PROVIDE 1 1/2" FLOOR EXPANSION JOINT

2. PROVIDE 1 1/2" WALL EXPANSION JOINT TYPICAL

3. PROVIDE 1 1/2" FLOOR TO WALL EXPANSION JOINT TYPICAL

4. SEE HYBRID OR DRAWINGS FOR ADDITIONAL INFORMATION.

COORDINATE LEAD REQUIREMENTS WITH VA SUPPLIED

PHYSICIST'S REPORT

5. 4' HIGH STAINLESS STEEL CORNER GUARD.[CG#2]

6. FULL HEIGHT ACROVYN CORNER GUARD [CG#1]

7. FIRE EXTINGUISHER AND CABINET

8. NOT USED

9. PROVIDE SPRINKLER DRAIN LINE DISCHARGE ON TO ROOF.

6" MINIMUM ABOVE EXISTING ROOF.

10. THIS ELEMENT OF THE PROJECT HAS BEEN IDENTIFIED AS

WORK TO BE INCLUDED IN DETAIL AS A BID ITEM. SEE

SECIFICATIONS AND INSTRUCTIONS TO BIDDERS FOR A

DETAILED LISTING OF THESE ITEMS AND THE ASSOCIATED

SCOPES OF WORK.

PROJECT

LIMITS / PHASE

KEY PLAN

1A

1B2A

12 13 14 15 16 17 18 19

N

M

Ls

L

K

J

H.6

H

G

F.9

F.1

F 17.915W14W14E13E

F.3

F.4

G.4

G.6PLAN NORTH

ACTUAL

NORTH

• 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.

• ALL SYMBOLS WHOSE TYPE IS NOT INDICATED ON THE SHEET

CAN BE REFERENCED FROM SHEET A000.

GENERAL NEW WORK NOTES

A S e rv ic e

D is a b le d

Ve t e r an Owned S m a l l B u s iness

SDVOSB

CVE

R

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

Drawing Title Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg. of

CONSULTANTS: ARCHITECT / ENGINEERS:

X

Office of Construction and Facilities

Managemen t 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

F

E

D

C

B

A

97 8654321 www.pfa-architect.com

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

8815 CENTRE PARK DRIVE, SUITE 200 COLUMBIA, MD

21045

410-750-2246 (BALT) 410-750-2588 (FAX)

KA PROJECT NUMBER: M023-08

K O

F F

E L

ASSOCIATES

ENGINEERS

Fire Protection

RENOVATE AND

EXPAND

OPERATING ROOMS

CHARLES GEORGE VAMC

ASHEVILLE, NC

2019-03-22

Approved: Medical Center Director

Building Number

TTI ENVIRONMENTAL, INC.

1253 NORTH CHURCH

STREET

MOORESTOWN, NJ 08057

BID DOCUMENTS

FULLY SPRINKLERED

637-315

New Work Plan - Second Floor - Phase 1 - Area A

A102.1A09/25/14

1/4" = 1'-0"

NEW WORK PLAN -SECOND FLOOR - PHASE 1 - AREA A

WALL TYPE SCHEDULE - PHASE 1

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 GWB

4" ABOVE CEILING. FASTEN STUD TO UNDERSIDE OF DECK.

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

GWB TO 4" ABOVE FINISHED CEILING. ANCHOR STUDS TO UNDERSIDE

OF DECK OR STRUCTURE ABOVE AT 48" O.C. MAX

M3 L N/A 3 5/8" METAL STUDS AT 16" O.C. MAX. 5/8" GWB ONE SIDE AND 5/8" LEAD

LINED GWB ROOM SIDE. EXTEND GWB TO 4" ABOVE FINISHED CEILING.

ANCHOR STUDS TO UNDERSIDE OF DECK OR STRUCTURE ABOVE AT 48"

O.C. MAX

- - PROVIDE 1/16" LEAD LINING TO 7'-0" A.F.F.

M3 L_l N/A 3 5/8" METAL STUDS AT 16" O.C. MAX. 5/8" FIRERATED FIRERATED GWB

ONE SIDE AND 5/8" LEAD LINED GWB ROOM SIDE. EXTEND PARTITION TO

DECK ABOVE.

1 HR - PROVIDE 1/16" LEAD LINING TO 7'-0" A.F.F.

M3_1 N/A 3 5/8" METAL STUDS AT 16" O.C.MAX. 5/8" FIRE RATED GWB BOTH SIDES.

EXTEND WALL ASSEMBLY TO UNDERSIDE OF DECK ABOVE.

1 HR U419 PROVIDE 1" STENCILED TEXT EVERY 8' O.C. READING "1 HR FIRE RATED PARTITION" AS

REQUIRED BY BUILDING CODE. PROVIDE INSULATION WHERE COMPONENTS MEET DECK

ABOVE.

M3_1SB 3 5/8" METAL STUDS AT 16" O.C.MAX. 5/8" FIRE RATED GWB BOTH SIDES.

EXTEND PARTITION TO UNDERSIDE OF DECK ABOVE.

1 HR SMOKE

BARRIER

PROVIDE 1" STENCILED TEXT EVERY 8' O.C. READING "SMOKE BARRIER"

M3_2 N/A 3 5/8" METAL STUDS AT 16" O.C.MAX. 2 LAYERS 5/8" FIRE RATED GWB

BOTH SIDES. EXTEND WALL ASSEMBLY TO UNDERSIDE OF DECK ABOVE.

2 HR U419 PROVIDE 1" STENCILED TEXT EVERY 8' O.C. READING "2 HR FIRE RATED PARTITION" AS

REQUIRED BY BUILDING CODE. PROVIDE INSULATION WHERE COMPONENTS MEET DECK

ABOVE.

M3_2S N/A 3 5/8" METAL STUDS AT 16" O.C.MAX. 2 LAYERS 5/8" FIRE RATED GWB

BOTH SIDES. EXTEND WALL ASSEMBLY TO UNDERSIDE OF DECK ABOVE.

2 HR SMOKE

BARRIER

U419 PROVIDE 1" STENCILED TEXT EVERY 8' O.C. READING "2 HR SMOKE BARRIER" AS

REQUIRED BY BUILDING CODE. PROVIDE INSULATION WHERE COMPONENTS MEET DECK

ABOVE.

M3_C N/A 3 5/8" METAL STUDSAT 16" O.C. MAX. 5/8" GWB BOTH SIDES. EXTEND

WALL ASSEMBLY TO UNDERSIDE OF DECK ABOVE.

SMOKE PARTITION - PROVIDE 1" STENCILED TEXT AT 8' O.C. MAX. READING "SMOKE PARTITION" AS REQUIRED

BY BUILDING CODE. PROVIDE INSULATION WHERE COMPONENTS MEET DECK ABOVE

M3_C L N/A 3 5/8" METAL STUDS AT 16" O.C. MAX. 5/8" GWBONE SIDE AND 5/8" LEAD

LINED GWB ROOM SIDE. EXTEND PARTITION TO UNDERSIDE OF DECK

ABOVE.

SMOKE PARTITION - PROVIDE 1/16" LEAD LINING TO 7'-0" A.F.F.

M3_SB 3 5/8" METAL STUDS AT 16" O.C.MAX. 5/8" FIRE RATED GWB BOTH SIDES.

EXTEND PARTITION TO UNDERSIDE OF DECK ABOVE.

SMOKE BARRIER PROVIDE 1" STENCILED TEXT EVERY 8' O.C. READING "SMOKE BARRIER"

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.

M3B L N/A 3 5/8" METAL STUDS AT 16" O.C. MAX. 5/8" LEAD LINED GWB ONE SIDE.

EXTEND GWB TO 4" ABOVE FINISHED CEILING. ANCHOR STUDS TO

UNDERSIDE OF DECK OR STRUCTURE ABOVE AT 48" O.C. MAX

- - PROVIDE 1/16" LEAD LINING TO 7'-0" A.F.F.

M6 N/A 6" METAL STUDS AT 16" O.C. MAX. 5/8" GWB BOTH SIDES. EXTEND GWB

TO 4" ABOVE FINISHED CEILING. ANCHOR STUDS TO UNDERSIDE OF

DECK OR STRUCTURE ABOVE AT 48" O.C. MAX

M6_1 N/A 6" METAL STUDS AT 16" O.C.MAX. 5/8" FIRE RATED GWB BOTH SIDES.

EXTEND WALL ASSEMBLY TO UNDERSIDE OF DECK ABOVE.

1 HR U419 PROVIDE 1" STENCILED TEXT EVERY 8' O.C. READING "1 HR FIRE RATED PARTITION" AS

REQUIRED BY BUILDING CODE. PROVIDE INSULATION WHERE COMPONENTS MEET DECK

ABOVE.

M6_C N/A 6" METAL STUDS AT 16" O.C. MAX. 5/8" GWB BOTH SIDES. EXTEND WALL

ASSEMBLY TO UNDERSIDE OF DECK ABOVE.

SMOKE PARTITION - PROVIDE 1" STENCILED TEXT AT 8' O.C. MAX. READING "SMOKE PARTITION" AS REQUIRED

BY BUILDING CODE. PROVIDE INSULATION WHERE COMPONENTS MEET DECK ABOVE

M6_L N/A 6" METAL STUDS AT 16" O.C. MAX. 5/8" GWB ONE SIDE AND 5/8" LEAD

LINED GWB ROOM SIDE. EXTEND GWB TO 4" ABOVE FINISHED CEILING.

ANCHOR STUDS TO UNDERSIDE OF DECK OR STRUCTURE ABOVE AT 48"

O.C. MAX

- - PROVIDE 1/16" LEAD LINING TO 7'-0" A.F.F.

M6B N/A 6" METAL STUDS AT 16" O.C. MAX. 5/8" GWB ONE SIDE. EXTEND WALL

ASSEMBLY TO 4" ABOVE FINISHED CEILING.

M349_2S 49 3 5/8" METAL STUDS AT 16" O.C.MAX. 2 LAYERS 5/8" FIRE RATED GWB

BOTH SIDES. EXTEND WALL ASSEMBLY TO UNDERSIDE OF DECK ABOVE.

2 HR SMOKE

BARRIER

U419 PROVIDE 1" STENCILED TEXT EVERY 8' O.C. READING "2 HR SMOKE BARRIER" AS

REQUIRED BY BUILDING CODE. PROVIDE INSULATION WHERE COMPONENTS MEET DECK

ABOVE.

SW_1 38 2 1/2" CH STUDS AT 24" O.C. MAX. 1" GYPSUM LINER ONE SIDE AND 1

LAYERS 5/8" GWB OTHER SIDE SIDE. EXTEND WALL ASSEMBLY TO DECK

ABOVE.

1 HR U 415

SYSTEM

B

SW_2 38 2 1/2" CH STUDS AT 24" O.C. MAX. 1" GYPSUM LINER ONE SIDE AND 2

LAYERS 5/8" GWB OTHER SIDE SIDE. EXTEND WALL ASSEMBLY TO DECK

ABOVE.

2 HR U 415

SYSTEM

B

EQUIPMENT SCHEDULE - PHASE 1

NAMEMARK VAFCI VAFOI CFCI COMMENTS

AC ANESTHESIA COLUMN *** PROVIDE POWER, DATA, MEDICAL GAS, AND SUPPORT

B1 LIGHT BOOM 2 *** RELOCATED FROM EXISTING OR #7

B2 LIGHT BOOM 1 *** RELOCATED FROM EXISTING OR #7

BW BLANKET WARMER *** PROVIDE POWER

C1 EQUIPMENT BOOM 1 *** RELOCATED FROM EXISTING OR#7

C2 ANESTHESIA BOOM 1 *** RELOCATED FROM EXISTING OR#7

CRT CART *** EXISTING - RELOCATED THIS PHASE

EB EQUIPMENT BOOM *** PROVIDE POWER, DATA, MEDICAL GAS, AND SUPPORT

HLM HEART LUNG MACHINE *** PROVIDE POWER

IM INTEGRATION MONITOR *** PROVIDE POWER AND DATA

LB SURGICAL LIGHT BOOM *** PROVIDE POWER, DATA, MEDICAL GAS, AND SUPPORT

LC LIGHT CONTROL *** PROVIDE POWER

MB MARKER BOARD *** *** PROVIDE BLOCKING AS REQUIRED

MS STAINLESS STEEL

SHELVES

MTR MONITOR *** PROVIDE POWER AND DATA

NCP NITROGEN CONTROL

PANEL

*** PROVIDE POWER

OC MOBILE OMNI CELL *** PROVIDE POWER AND DATA

ORC OR CART *** EXISTING - RELOCATED THIS PHASE

ORT OR TABLE ***

SSC STAINLESS STEEL

CABINET

WPH WALL PHONE *** PROVIDE POWER AND DATA

TOILET ACCESSORY SCHEDULE - PHASE 1

MARK DESCRIPTION MOUNTING HEIGHT VAFCI VAFOI VAFCI REMARKS

PT PAPER TOWEL DISPENSER 48" ABOVE AFF TO BOTTOM OF OPENING OFCI

SD1 AUTOMATIC SOAP DISPENSER 38" A.F.F. TO BOTTOM ***

NO.

A I

N I

G

RI

V

FOHTLA

E W

N O

M M

O

C JOSEPH H. TROST

ARCHITEC

T

16 17 18

K

J

L

Ls

H.6

A500

EQUIPMENT

STORAGE

ORTHO OR

M3_1

M6_1

M3_1

M3B

M3

M3B

M6

M3B

M1B

M6_1

M6_1

M3_2

M1B

M3B

M3B

A501

6"

5' - 9 7/8" 1' - 0" 12' - 7 1/4" 2' - 0 7/8"

7"

12' - 8 1/4" 8' - 4 7/8"

3 7/8" 9 1/8"

13' - 11 1/4" 8' - 0 3/4" 13' - 3 1/4" 8' - 2 3/4" 6"

/8

/2

/8

/1

/1

/8

SD1 SD1

6" 7 1/8"

A802 2

LB

AC

LB

EB

LC

10' - 6 3/4" 2' - 0" 9' - 0 1/4"

MB

MB

ORT

WPH

NCP

10' - 6 1/8" 10' - 11 1/4"

8 10 10

6 6

10 10

M3_1

CPM

1' - 7 1/2"

11' - 9 3/4" 2060C

2060B

2070 2060A

EQ

M3B

M3B

M3B

M1B

M1B

M1B M3 M3_1 M3_1

M1B

M1B

B

4' - 6" 4' - 6"

/8

1' - 0 1/8"

/8

/8

/2

CLEAN CORE

OC

/8

M1B

M6

M6

M3B

M1B

M1B

M6B

M1B

M3B

E Q

E Q

E Q

E Q

R A

M P

D O

W N

/3

P E

R F

O O

T

S O

L

ID

C

O N

C R

E T

E S

E E

S E

C T

IO

N

/A

TYP

R A

M P

D O

W N

/3

P E

R F

O O

T

E L E

V A

T E

D R

A M

P S

E E

S E

C T

IO

N

/A

M6_1 M6B

SSC

SSC

M3_2

M3_2

/8

NEW WORK NOTES

1. PROVIDE 1 1/2" FLOOR EXPANSION JOINT & JOINT COVER.

2. PROVIDE 1 1/2" WALL EXPANSION JOINT & JOINT COVER.

3. FIRE EXTINGUISHER CABINET.

4. 5"X5"X1/2" STEEL ANGLE. FASTEN TO METAL STUDS.

5. EDGE OF RAMP.

6. FULL HEIGHT ACROVYN CORNER GUARD (CG#1).

7. 4' HIGH STAINLESS STEEL CORNER GUARD (CG#2).

8. 5/8" GWB GLUED TO FACE OF CONCRETE COLUMN.

9. ALIGN EDGE OF STUD TO FACE OF CONCRETE BEAM. GLUE 5/8" GWB TO FACE OF BEAM BELOW.

10. PROVIDE BUMPER GUARD (BG#1) AT 34" TO CENTERLINE AFF. BELOW BUMPER RAIL. PROVIDE

WAINSCOT (WS#1). TOP OF WAINSCOT TO TERMINATE AT CENTERLINE OF BUMPER GUARD.

PROJECT LIMITS /

PHASE

KEY PLAN

1A

1B2A

12 13 14 15 16 17 18 19

N

M

Ls

L

K

J

H.6

H

G

F.9

F.1

F 17.915W14W14E13E

F.3

F.4

G.4

G.6PLAN NORTH

ACTUAL

NORTH

• 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.

• ALL SYMBOLS WHOSE TYPE IS NOT INDICATED ON THE SHEET CAN BE REFERENCED FROM SHEET A000.

GENERAL NEW WORK NOTES

A S e rv ic e

D is a b le d

Ve t e r an Owned S m a l l B u s iness

SDVOSB

CVE

R

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

Drawing Title Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg. of

CONSULTANTS: ARCHITECT / ENGINEERS:

X

Office of Construction and Facilities

Managemen t 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

F

E

D

C

B

A

97 8654321 www.pfa-architect.com

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

8815 CENTRE PARK DRIVE, SUITE 200 COLUMBIA, MD

21045

410-750-2246 (BALT) 410-750-2588 (FAX)

KA PROJECT NUMBER: M023-08

K O

F F

E L

ASSOCIATES

ENGINEERS

Fire Protection

RENOVATE AND

EXPAND

OPERATING ROOMS

CHARLES GEORGE VAMC

ASHEVILLE, NC

2019-03-22

Approved: Medical Center Director

Building Number

TTI ENVIRONMENTAL, INC.

1253 NORTH CHURCH

STREET

MOORESTOWN, NJ 08057

BID DOCUMENTS

FULLY SPRINKLERED

637-315

New Work Plan - Second Floor - Phase 1 - Area B jasjht A102.1B01/15/15

1/4" = 1'-0"

NEW WORK PLAN -SECOND FLOOR - PHASE 1 AREA B

WALL TYPE SCHEDULE - PHASE 1

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 GWB

4" ABOVE CEILING. FASTEN STUD TO UNDERSIDE OF DECK.

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

GWB TO 4" ABOVE FINISHED CEILING. ANCHOR STUDS TO UNDERSIDE

OF DECK OR STRUCTURE ABOVE AT 48" O.C. MAX

M3 L N/A 3 5/8" METAL STUDS AT 16" O.C. MAX. 5/8" GWB ONE SIDE AND 5/8" LEAD

LINED GWB ROOM SIDE. EXTEND GWB TO 4" ABOVE FINISHED CEILING.

ANCHOR STUDS TO UNDERSIDE OF DECK OR STRUCTURE ABOVE AT 48"

O.C. MAX

- - PROVIDE 1/16" LEAD LINING TO 7'-0" A.F.F.

M3 L_l N/A 3 5/8" METAL STUDS AT 16" O.C. MAX. 5/8" FIRERATED FIRERATED GWB

ONE SIDE AND 5/8" LEAD LINED GWB ROOM SIDE. EXTEND PARTITION TO

DECK ABOVE.

1 HR - PROVIDE 1/16" LEAD LINING TO 7'-0" A.F.F.

M3_1 N/A 3 5/8" METAL STUDS AT 16" O.C.MAX. 5/8" FIRE RATED GWB BOTH SIDES.

EXTEND WALL ASSEMBLY TO UNDERSIDE OF DECK ABOVE.

1 HR U419 PROVIDE 1" STENCILED TEXT EVERY 8' O.C. READING "1 HR FIRE RATED PARTITION" AS

REQUIRED BY BUILDING CODE. PROVIDE INSULATION WHERE COMPONENTS MEET DECK

ABOVE.

M3_1SB 3 5/8" METAL STUDS AT 16" O.C.MAX. 5/8" FIRE RATED GWB BOTH SIDES.

EXTEND PARTITION TO UNDERSIDE OF DECK ABOVE.

1 HR SMOKE

BARRIER

PROVIDE 1" STENCILED TEXT EVERY 8' O.C. READING "SMOKE BARRIER"

M3_2 N/A 3 5/8" METAL STUDS AT 16" O.C.MAX. 2 LAYERS 5/8" FIRE RATED GWB

BOTH SIDES. EXTEND WALL ASSEMBLY TO UNDERSIDE OF DECK ABOVE.

2 HR U419 PROVIDE 1" STENCILED TEXT EVERY 8' O.C. READING "2 HR FIRE RATED PARTITION" AS

REQUIRED BY BUILDING CODE. PROVIDE INSULATION WHERE COMPONENTS MEET DECK

ABOVE.

M3_2S N/A 3 5/8" METAL STUDS AT 16" O.C.MAX. 2 LAYERS 5/8" FIRE RATED GWB

BOTH SIDES. EXTEND WALL ASSEMBLY TO UNDERSIDE OF DECK ABOVE.

2 HR SMOKE

BARRIER

U419 PROVIDE 1" STENCILED TEXT EVERY 8' O.C. READING "2 HR SMOKE BARRIER" AS

REQUIRED BY BUILDING CODE. PROVIDE INSULATION WHERE COMPONENTS MEET DECK

ABOVE.

M3_C N/A 3 5/8" METAL STUDSAT 16" O.C. MAX. 5/8" GWB BOTH SIDES. EXTEND

WALL ASSEMBLY TO UNDERSIDE OF DECK ABOVE.

SMOKE PARTITION - PROVIDE 1" STENCILED TEXT AT 8' O.C. MAX. READING "SMOKE PARTITION" AS REQUIRED

BY BUILDING CODE. PROVIDE INSULATION WHERE COMPONENTS MEET DECK ABOVE

M3_C L N/A 3 5/8" METAL STUDS AT 16" O.C. MAX. 5/8" GWBONE SIDE AND 5/8" LEAD

LINED GWB ROOM SIDE. EXTEND PARTITION TO UNDERSIDE OF DECK

ABOVE.

SMOKE PARTITION - PROVIDE 1/16" LEAD LINING TO 7'-0" A.F.F.

M3_SB 3 5/8" METAL STUDS AT 16" O.C.MAX. 5/8" FIRE RATED GWB BOTH SIDES.

EXTEND PARTITION TO UNDERSIDE OF DECK ABOVE.

SMOKE BARRIER PROVIDE 1" STENCILED TEXT EVERY 8' O.C. READING "SMOKE BARRIER"

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.

M3B L N/A 3 5/8" METAL STUDS AT 16" O.C. MAX. 5/8" LEAD LINED GWB ONE SIDE.

EXTEND GWB TO 4" ABOVE FINISHED CEILING. ANCHOR STUDS TO

UNDERSIDE OF DECK OR STRUCTURE ABOVE AT 48" O.C. MAX

- - PROVIDE 1/16" LEAD LINING TO 7'-0" A.F.F.

M6 N/A 6" METAL STUDS AT 16" O.C. MAX. 5/8" GWB BOTH SIDES. EXTEND GWB

TO 4" ABOVE FINISHED CEILING. ANCHOR STUDS TO UNDERSIDE OF

DECK OR STRUCTURE ABOVE AT 48" O.C. MAX

M6_1 N/A 6" METAL STUDS AT 16" O.C.MAX. 5/8" FIRE RATED GWB BOTH SIDES.

EXTEND WALL ASSEMBLY TO UNDERSIDE OF DECK ABOVE.

1 HR U419 PROVIDE 1" STENCILED TEXT EVERY 8' O.C. READING "1 HR FIRE RATED PARTITION" AS

REQUIRED BY BUILDING CODE. PROVIDE INSULATION WHERE COMPONENTS MEET DECK

ABOVE.

M6_C N/A 6" METAL STUDS AT 16" O.C. MAX. 5/8" GWB BOTH SIDES. EXTEND WALL

ASSEMBLY TO UNDERSIDE OF DECK ABOVE.

SMOKE PARTITION - PROVIDE 1" STENCILED TEXT AT 8' O.C. MAX. READING "SMOKE PARTITION" AS REQUIRED

BY BUILDING CODE. PROVIDE INSULATION WHERE COMPONENTS MEET DECK ABOVE

M6_L N/A 6" METAL STUDS AT 16" O.C. MAX. 5/8" GWB ONE SIDE AND 5/8" LEAD

LINED GWB ROOM SIDE. EXTEND GWB TO 4" ABOVE FINISHED CEILING.

ANCHOR STUDS TO UNDERSIDE OF DECK OR STRUCTURE ABOVE AT 48"

O.C. MAX

- - PROVIDE 1/16" LEAD LINING TO 7'-0" A.F.F.

M6B N/A 6" METAL STUDS AT 16" O.C. MAX. 5/8" GWB ONE SIDE. EXTEND WALL

ASSEMBLY TO 4" ABOVE FINISHED CEILING.

M349_2S 49 3 5/8" METAL STUDS AT 16" O.C.MAX. 2 LAYERS 5/8" FIRE RATED GWB

BOTH SIDES. EXTEND WALL ASSEMBLY TO UNDERSIDE OF DECK ABOVE.

2 HR SMOKE

BARRIER

U419 PROVIDE 1" STENCILED TEXT EVERY 8' O.C. READING "2 HR SMOKE BARRIER" AS

REQUIRED BY BUILDING CODE. PROVIDE INSULATION WHERE COMPONENTS MEET DECK

ABOVE.

SW_1 38 2 1/2" CH STUDS AT 24" O.C. MAX. 1" GYPSUM LINER ONE SIDE AND 1

LAYERS 5/8" GWB OTHER SIDE SIDE. EXTEND WALL ASSEMBLY TO DECK

ABOVE.

1 HR U 415

SYSTEM

B

SW_2 38 2 1/2" CH STUDS AT 24" O.C. MAX. 1" GYPSUM LINER ONE SIDE AND 2

LAYERS 5/8" GWB OTHER SIDE SIDE. EXTEND WALL ASSEMBLY TO DECK

ABOVE.

2 HR U 415

SYSTEM

B

ROOM LEGEND - PHASE 1

NUMBER NAME

2000 RAMP

2001 SEMI-RESTRICTED CORRIDOR

2002 SEMI-RESTRICTED CORRIDOR

2003 SCRUB

2004 SCRUB

2005 SCRUB

2006 CORRIDOR

2007 RAMP

2009 SEMI-RESTRICTED CORRIDOR

2010 GENERAL OR

2016 SCRUB

2020 GENERAL OR

2030 CARDIAC OR

2031 HEART/LUNG MACHINE ROOM

2040 HYBRID OR

2041 HYBRID EQUIP

2050 HYBRID CONTROL

2060 EQUIPMENT STORAGE

2070 ORTHO OR

2080 CLEAN CORE

2090 ELEC

DB221B Room

TOILET ACCESSORY SCHEDULE - PHASE 1

MARK DESCRIPTION MOUNTING HEIGHT VAFCI VAFOI VAFCI REMARKS

PT PAPER TOWEL DISPENSER 48" ABOVE AFF TO BOTTOM OF OPENING OFCI

SD1 AUTOMATIC SOAP DISPENSER 38" A.F.F. TO BOTTOM ***

EQUIPMENT SCHEDULE - PHASE 1

NAMEMARK VAFCI VAFOI CFCI COMMENTS

AC ANESTHESIA COLUMN *** PROVIDE POWER, DATA, MEDICAL GAS, AND SUPPORT

B1 LIGHT BOOM 2 *** RELOCATED FROM EXISTING OR #7

B2 LIGHT BOOM 1 *** RELOCATED FROM EXISTING OR #7

BW BLANKET WARMER *** PROVIDE POWER

C1 EQUIPMENT BOOM 1 *** RELOCATED FROM EXISTING OR#7

C2 ANESTHESIA BOOM 1 *** RELOCATED FROM EXISTING OR#7

CRT CART *** EXISTING - RELOCATED THIS PHASE

EB EQUIPMENT BOOM *** PROVIDE POWER, DATA, MEDICAL GAS, AND SUPPORT

HLM HEART LUNG MACHINE *** PROVIDE POWER

IM INTEGRATION MONITOR *** PROVIDE POWER AND DATA

LB SURGICAL LIGHT BOOM *** PROVIDE POWER, DATA, MEDICAL GAS, AND SUPPORT

LC LIGHT CONTROL *** PROVIDE POWER

MB MARKER BOARD *** *** PROVIDE BLOCKING AS REQUIRED

MS STAINLESS STEEL

SHELVES

MTR MONITOR *** PROVIDE POWER AND DATA

NCP NITROGEN CONTROL

PANEL

*** PROVIDE POWER

OC MOBILE OMNI CELL *** PROVIDE POWER AND DATA

ORC OR CART *** EXISTING - RELOCATED THIS PHASE

ORT OR TABLE ***

SSC STAINLESS STEEL

CABINET

WPH WALL PHONE *** PROVIDE POWER AND DATA

*SEE ALL NEW WORK SHEETS FOR EXTENT OF EQUIPMENT*

NO.

A I

N I

G

RI

V

FOHTLA

E W

N O

M M

O

C JOSEPH H. TROST

ARCHITEC

T

UP UP

13 14 15 16

K

J

H

L

Ls

H.6

G.4

G.6

GENERAL OR

STER. DIRTY

2130A

ANESTHESIA

WORK RM

SEMI-RESTRICTED

CORRIDOR

STORAGE

S - 3

GENERAL OR

HAC

CLEAN CORE

2081M3_1

M3_1

M3_1

M3B

M1B

M6_C

M3_1

M6_C

M3_1

M3_1

M1B

M1B

M1B

M6_C

M6

M3

M3_C

M3_C

M6_C

M3_C

M1B

M1BM6_C

M3_C

M3_SB

M3_C

M3_C

M6_C

M1B

M1B

M1B

M3_C

M3_1

M1BM1BM1B M1B

RAMP

1:12

M3_1

M6_C

A8028

A8034

M1B

12.6

M1B

SD1

SD1 SD1

CPM

MALE LOCKER

ROOM

B217A

SHOWER

B217

PHASE 1

PHASE 2

SOILED

GAS STORAGE

SEMI-RESTRICTED

CORRIDOR

A900

A8105

A803 5

A810 8

LB

EB

LB

AC

BW

BW

CPM

LC

LB

AC

LB

EB

IM

NCP

MB

MB

LC

WPH

MTR

MB

MB

NCP

IM

M3_1

WPH

1 1

M3_1

ORT

M1B

SD1

2 2

2180 2120 2140 2150

2130A

M1B

M6_C

M3B

M3B

M1B

M1B M1B

M3B

M1B

4 4

B B

RAMP

A510

M1B

M1B

M6_C

M6_1

OC

OC

SEMI-RESTRICTED

CORRIDOR

CORRIDOR

SEMI-RESTRICTED

CORRIDOR

CORRIDOR

M1B

ALIGN

D

.0

SD1

PT

PT

LB

ORT

SSC

SSC

AM

1 1

SSC

SSC

A202.2

STER. CLEAN

2130B A803

M6_C

ST

A8038

M3_C

2130B

2130C

PT SD1

SD1

PT

SD1

NEW WORK NOTES

1. PROVIDE FULL HEIGHT ACROVYN CORNER GUARD (CG#1).

2. PROVIDE 4' HIGH STAINLESS STEEL CORNER GUARD (CG#2).

3. PROVIDE SEMI-RECESSED FIRE EXTINGUISHER CABINET.

4. SECURE DOORS CLOSED PRIOR TO START OF NEW WORK.

5. EXTEND WALLS TO DECK ABOVE W/ 5/8" FIRERATED GWB BOTH SIDES TO CREATE SMOKE

BARRIER.

PROJECT LIMITS

/ PHASE

KEY PLAN

1A

1B2A

12 13 14 15 16 17 18 19

N

M

Ls

L

K

J

H.6

H

G

F.9

F.1

F 17.915W14W14E13E

F.3

F.4

G.4

G.6PLAN NORTH

ACTUAL

NORTH

• 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.

• ALL SYMBOLS WHOSE TYPE IS NOT INDICATED ON THE SHEET CAN BE REFERENCED FROM SHEET A000.

GENERAL NEW WORK NOTES

A S e rv ic e

D is a b le d

Ve t e r an Owned S m a l l B u s iness

SDVOSB

CVE

R

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

Drawing Title Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg. of

CONSULTANTS: ARCHITECT / ENGINEERS:

X

Office of Construction and Facilities

Managemen t 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

F

E

D

C

B

A

97 8654321 www.pfa-architect.com

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

8815 CENTRE PARK DRIVE, SUITE 200 COLUMBIA, MD

21045

410-750-2246 (BALT) 410-750-2588 (FAX)

KA PROJECT NUMBER: M023-08

K O

F F

E L

ASSOCIATES

ENGINEERS

Fire Protection

RENOVATE AND

EXPAND

OPERATING ROOMS

CHARLES GEORGE VAMC

ASHEVILLE, NC

2019-03-22

Approved: Medical Center Director

Building Number

TTI ENVIRONMENTAL, INC.

1253 NORTH CHURCH

STREET

MOORESTOWN, NJ 08057

BID DOCUMENTS

FULLY SPRINKLERED

637-315

New Work Plan - Second Floor - Phase 2 jasjht A102.207/26/2017

1/4" = 1'-0"

NEW WORK PLAN- SECOND FLOOR - PHASE 2

WALL TYPE SCHEDULE - PHASE 2

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 GWB 4" ABOVE CEILING. FASTEN STUD TO UNDERSIDE

OF DECK.

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

EXTEND GWB TO 4" ABOVE FINISHED CEILING. ANCHOR STUDS

TO UNDERSIDE OF DECK OR STRUCTURE ABOVE AT 48" O.C.

MAX

M3_1 N/A 3 5/8" METAL STUDS AT 16" O.C.MAX. 5/8" FIRE RATED GWB BOTH

SIDES. EXTEND WALL ASSEMBLY TO UNDERSIDE OF DECK

ABOVE.

1 HR U419 PROVIDE 1" STENCILED TEXT EVERY 8' O.C. READING "1 HR

FIRE RATED PARTITION" AS REQUIRED BY BUILDING CODE.

PROVIDE INSULATION WHERE COMPONENTS MEET DECK

ABOVE.

M3_1S B

3 5/8" METAL STUDS AT 16" O.C.MAX. 5/8" FIRE RATED GWB BOTH

SIDES. EXTEND PARTITION TO UNDERSIDE OF DECK ABOVE.

1 HR SMOKE

BARRIER

PROVIDE 1" STENCILED TEXT EVERY 8' O.C. READING "SMOKE

BARRIER"

M3_C N/A 3 5/8" METAL STUDSAT 16" O.C. MAX. 5/8" GWB BOTH SIDES.

EXTEND WALL ASSEMBLY TO UNDERSIDE OF DECK ABOVE.

SMOKE PARTITION - PROVIDE 1" STENCILED TEXT AT 8' O.C. MAX. READING "SMOKE

PARTITION" AS REQUIRED BY BUILDING CODE. PROVIDE

INSULATION WHERE COMPONENTS MEET DECK ABOVE

M3_SB 3 5/8" METAL STUDS AT 16" O.C.MAX. 5/8" FIRE RATED GWB BOTH

SIDES. EXTEND PARTITION TO UNDERSIDE OF DECK ABOVE.

SMOKE BARRIER PROVIDE 1" STENCILED TEXT EVERY 8' O.C. READING "SMOKE

BARRIER"

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.

M6 N/A 6" METAL STUDS AT 16" O.C. MAX. 5/8" GWB BOTH SIDES.

EXTEND GWB TO 4" ABOVE FINISHED CEILING. ANCHOR STUDS

TO UNDERSIDE OF DECK OR STRUCTURE ABOVE AT 48" O.C.

MAX

M6_1 N/A 6" METAL STUDS AT 16" O.C.MAX. 5/8" FIRE RATED GWB BOTH

SIDES. EXTEND WALL ASSEMBLY TO UNDERSIDE OF DECK

ABOVE.

1 HR U419 PROVIDE 1" STENCILED TEXT EVERY 8' O.C. READING "1 HR

FIRE RATED PARTITION" AS REQUIRED BY BUILDING CODE.

PROVIDE INSULATION WHERE COMPONENTS MEET DECK

ABOVE.

M6_C N/A 6" METAL STUDS AT 16" O.C. MAX. 5/8" GWB BOTH SIDES.

EXTEND WALL ASSEMBLY TO UNDERSIDE OF DECK ABOVE.

SMOKE PARTITION - PROVIDE 1" STENCILED TEXT AT 8' O.C. MAX. READING "SMOKE

PARTITION" AS REQUIRED BY BUILDING CODE. PROVIDE

INSULATION WHERE COMPONENTS MEET DECK ABOVE

EQUPIMENT SCHEDULE - PHASE 2

MARK NAME VAFCI VAFOI VAFCI TYPE COMMENTS

AC ANESTHESIA COLUMN *** PROVIDE POWER, DATA, MEDICAL GAS, AND SUPPORT

AM ANESTHESIA MACHINE * PROVIDE POWER

ANC ANESTHESIA CART *

BW BLANKET WARMER *** PROVIDE POWER

CC CONTROL CONSOLE *

CPM COMPUTER MONITOR *** PROVIDE POWER AND DATA

EB EQUIPMENT BOOM *** PROVIDE POWER, DATA, MEDICAL GAS, AND SUPPORT

IM INTEGRATION MONITOR *** PROVIDE POWER AND DATA

LB SURGICAL LIGHT BOOM *** PROVIDE POWER, DATA, MEDICAL GAS, AND SUPPORT

LC LIGHT CONTROL *** PROVIDE POWER

MB MARKER BOARD *** *** PROVIDE BLOCKING AS REQUIRED

MTR WALL MONITOR *** PROVIDE POWER AND DATA

NCP NITROGEN CONTROL PANEL *** PROVIDE POWER

OC MOBILE OMNI CELL *** PROVIDE POWER AND DATA

ORT OR TABLE ***

RBT SURGICAL DI VINCI ROBOT *

SSC STAINLESS STEEL CART ***

ST STERILIZER *** PROVIDE POWER AND STEAM

VMT VIDEO MONITOR *

WPH WALL PHONE *** PROVIDE POWER AND DATA

TOILET ACCESSORY SCHEDULE - PHASE 2

MARK DESCRIPTION MOUNTING HEIGHT VAFCI VAFOI VAFCI REMARKS

PT PAPER TOWEL DISPENSER 48" ABOVE AFF TO BOTTOM OF OPENING OFCI

SD1 AUTOMATIC SOAP DISPENSER 38" A.F.F. TO BOTTOM ***

NO.

A I

N I

G

RI

V

FOHTLA

E W

N O

M M

O

C JOSEPH H. TROST

ARCHITEC

T

F

FLUSH SOLID CORE WOOD

FNV

FLUSH NARROW VISION

SOLID CORE WOOD

6" 7"

S C

H E

D U

L E

D H

E

IG

H T

SCHEDULED WIDTH

S C

H E

D U

L E

D H

E

IG

H T

SCHEDULED WIDTH

FDU

FLUSH DOUBLE UNEVEN

SOLID CORE WOOD

S C

H E

D U

L E

D H

E

IG

H T

1 1/2 HR

RATED

DOOR

1/4" TEMPERED

GLASS

1/4" FIRE

RATED

GLASS @

RATED

DOOR

4' - 0" 2' - 0"

FDE

FLUSH DOUBLE EGRESS

SOLID CORE WOOD

6" 7"

S C

H E

D U

L E

D H

E

IG

H T

SCHEDULED WIDTH

SCHEDULED WIDTH

FV

FLUSH VISION

SOLID CORE WOOD

1/4"

TEMPERED

GLASS

1/4"

FIRE RATED GLASS

@ RATED DOORS

3" WIDTH AT 1 1/2

HOUR RATED DOORS

3" WIDTH AT 1 1/2

HOUR RATED DOORS

2" 2"VARIES

V A

R

IE

S

2" 2"VARIES

V A

R

IE

S

1 2

2" 2"VARIES

V A

R

IE

S

2" 4' - 6" 2"

2" 3' - 8"

2"

2" 7' - 4"

2"

2" 3' - 8"

2"

A B C DALUMINUM HOLLOW METAL HOLLOW METAL

LEAD EQUIVALENT

ALUMINUM

1" INSULATED

GLAZING SEU

1/4"

INSULATED

GLAZING SEU

LEAD

EQUIVALENT

GLASS

1/4"

TEMPERED

GLASS

2" 3' - 8" 2"

1/4" TEMPERED

GLASS

E HOLLOW METAL

2" 6' - 6" 2" 3' - 0"

2"

LEAD

EQUIVALENT

GLASS

WIDTH TO MATCH EXISTING

1"

INSULATED

GLASS SEU

G ALUMINUMF HOLLOW METAL

LEAD LINED

A600

A600

A600

FINISHED FLOOR

FINISHED FLOOR

4' - 10"

7' - 8"

4' - 0" 4' - 0"

10' - 0"

A600

A600

A600

SIM

SIM

A600

A600

A600

SIM

SIM 9

A600

A600

A600

A600

A600

A600

A600

SIM

SIM

SIM

A600

A600

A600

SIM

SIM

SIM

2" 2"

N.4

3" EIFS WITH BACK WRAP

FLUID APPLIED AIR AND VAPOR BARRIER

6" MTL STUD @ 16" OC WITH 5.5" UNFACED

MINERAL WOOL INSULATION

5/8" GWB SHEATHING

2X TREATED WOOD BLOCKING

CONT BACKER ROD AND SEALANT, BOTH SIDES

ALUM FRAMED STOREFRONT W/ THERMALLY

BROKEN FRAME. SEE WINDOW ELEVATIONS FOR

GLAZING TYPE

4 5/8"

5/8" GWB, PAINTED

CONT CAULK N.4

3' - 8" AFF

/1

3/4" SOLID SURFACE WINDOW SILL

3/4"

4 5/8"

ALUM FRAMED STOREFRONT WITH

THERMALLY BROKEN FRAME, COLOR

TO MATCH EXISTING

CONT CAULK

2X WOOD BLOCKING

CONT BACKER ROD AND SEALANT,

BOTH SIDES

BACK-WRAP TERMINATION

WRAP ROUGH WINDOW OPENING

WITH VAPOR BARRIER, COMPATIBLE

WITH EIFS SYSTEM

EIFS WALL SYSTEM, INSTALL PER

MANUFACTURER'S REQUIREMENTS

ALUM FRAMED STOREFRONT WITH THERMALLY

BROKEN FRAME, COLOR TO MATCH EXISTING

CONT CAULK

2X WOOD BLOCKING

CONT BACKER ROD AND SEALANT,

BOTH SIDES

3" INSULATED ALUM METAL WALL PANEL,

DETAIL PER MANUFACTURER'S REQUIREMENTS

VAPOR BARRIER

5/8" GWB, TYP

CONT CAULK

HOLLOW METAL FRAME

2X WOOD BLOCKING

FOR PARTITION TYPE SEE

FLOOR PLAN

CONT CAULK

2"

P A

R T

IT

IO

N W

ID

T

H

A D

JU

S

T F

O R

FOR GLASS TYPE SEE

WINDOW ELEVATIONS

5/8" GWB, TYP

CONT CAULK

HOLLOW METAL FRAME

2X WOOD BLOCKING

FOR PARTITION TYPE SEE

FLOOR PLAN

CONT CAULK

2"

P A

R T

IT

IO

N W

ID

T

H

A D

JU

S

T F

O R

LEAD EQUIVALENT GLASS

LEAD LINING IN FRAME

LEAD LINING BEHIND

GWB

FLUID APPLIED AIR AND VAPOR BARRIER

6" MTL STUD BOX HEADER

2X TREATED WOOD BLOCKING

CONT BACKER ROD AND SEALANT, BOTH SIDES

ALUM FRAMED STOREFRONT W/ THERMALLY

BROKEN FRAME. SEE WINDOW ELEVATIONS FOR

GLAZING TYPE

5/8" GWB, PAINTED

CONT CAULK

EXISTING 9" CONCRETE BEAM

1" RIGID INSULATION

WEEP HOLES AT 16" OC

EXISTING BRICK

3x3x1/4 ANGLE MOUNTED TO EXISTING CONCRETE BEAM

THRU WALL FLASHING WITH METAL DRIP EDGE

6" METAL STUD AT 16" OC WITH 6" UNFACED MINERAL WOOL INSULATION

THRU WALL FLASHING WITH METAL DRIP EDGE

WEEP HOLE AT 16" OC

4x3x1/4" STEEL ANGLE

CEILING AS SCHEDULED. SEE FINISH SCHEDULE

2 1/8"

PATCH PLASTER

AS REQUIRED

SOLID SURFACE

THRU WALL FLASHING

WITH METAL DRIP EDGE

CONT BACKER ROD AND

SEALANT, BOTH SIDES

ALUMINUM STOREFRONT

WITH 1" INSULATED

GLAZING TO MATCH

EXISTING

EXISTING ROOFING SYSTEM

2X TREATED WOOD BLOCKING

CONT CAULK

EXISTING CONCRETE BEAM

SHIM

7 1/8"

/8

1 1/8"

6 1/16"

H.6

1 1/8"

CONT CAULK

SHIM

2X TREATED BLOCKING

CONT BACKER ROD

AND SEALANT, BOTH

SIDES

ALUMINUM STOREFRONT

WITH 1" INSULATED GLAZING

TO MATCH EXISTING

EXISTING BRICK

EXISTING CMU WALL

SYSTEM

5/8" GWB

J

SHIM

1 1/2" METAL STUD WITH

1 1/2" UNFACED MINERAL

WOOL INSULATION

DEMOLISH PORTION OF

EXISTING PRECAST

CONCRETE WRAP AS NEEDED

TO FIT WINDOW TYPE G

ALUMINUM

STOREFRONT WITH 1"

INSULATED GLAZING

TO MATCH EXISTING

CONT CAULK

1X TREATED WOOD BLOCKING

CONT BACKER ROD AND

SEALANT, BOTH SIDES

1 1/8"

EXISTING COLUMN

EIFS SHAPE

GWB

MTL STUDS

CAULK

HOLLOW METAL FRAME

1/2"

PROVIDE MINIMUM OF

3 JAMB ANCHORS PER

JAMB

SEE WALL TYPE

PERPINDICULAR WALL

-SEE PLAN IF APPLICABLE

A S e rv ic e

D is a b le d

Ve t e r an Owned S m a l l B u s iness

SDVOSB

CVE

R

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

Drawing Title Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg. of

CONSULTANTS: ARCHITECT / ENGINEERS:

X

Office of Construction and Facilities

Managemen t 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

F

E

D

C

B

A

97 8654321 www.pfa-architect.com

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

8815 CENTRE PARK DRIVE, SUITE 200 COLUMBIA, MD

21045

410-750-2246 (BALT) 410-750-2588 (FAX)

KA PROJECT NUMBER: M023-08

K O

F F

E L

ASSOCIATES

ENGINEERS

Fire Protection

RENOVATE AND

EXPAND

OPERATING ROOMS

CHARLES GEORGE VAMC

ASHEVILLE, NC

2019-03-22

Approved: Medical Center Director

Building Number

TTI ENVIRONMENTAL, INC.

1253 NORTH CHURCH

STREET

MOORESTOWN, NJ 08057

BID DOCUMENTS

FULLY SPRINKLERED

637-315

Door and Window Elevations, Schedule, Notes, and Details jhtjht A6003/2/15

3/8" = 1'-0"

DOOR TYPES

3/8" = 1'-0"

FRAME TYPES HOLLOW METAL

3/8" = 1'-0"

WINDOW TYPES

DOOR SCHEDULE - PHASE 1

NUMBER

DOOR FRAME FIRE

RATING HARDWARE REMARKSTYPE WIDTH HEIGHT THICKNESS TYPE HEAD JAMB SILL

2001 FDE 7' - 4" 7' - 0" 0' - 1 3/4" 2 4 SIM 4 1/3 HR HW-6B

2006 FDE 7' - 4" 7' - 0" 0' - 1 3/4" 2 4 SIM 4 1/3 HR HW-6B

2009 FDE 7' - 4" 7' - 0" 0' - 1 3/4" 2 4 SIM 4 1 1/2 HR HW-SH-4B

2010 FVDU 6' - 0" 7' - 0" 0' - 1 3/4" 3 4 SIM 4 - HW-10F

2011 FNV 3' - 8" 7' - 0" 0' - 1 3/4" 1 4 SIM 4 3/4 HR HW-4P

2020 FVDU 6' - 0" 7' - 0" 0' - 1 3/4" 3 4 SIM 4 - HW-10F

2021 FNV 3' - 8" 7' - 0" 0' - 1 3/4" 1 4 SIM 4 3/4 HR HW-4P

2030 FVDU 6' - 0" 7' - 0" 0' - 1 3/4" 3 4 SIM 4 - HW-10F

2031 FNV 3' - 8" 7' - 0" 0' - 1 3/4" 1 4 SIM 4 HW-4P

2032 FNV 3' - 8" 7' - 0" 0' - 1 3/4" 1 4 SIM 4 HW-4P

2033 FNV 3' - 8" 7' - 0" 0' - 1 3/4" 1 4 SIM 4 3/4 HR HW-4P

2040A FVDU 6' - 0" 7' - 0" 0' - 1 3/4" 3 4 SIM 4 - HW-10H

2040B FNV 3' - 8" 7' - 0" 0' - 1 3/4" 1 4 SIM 4 3/4 HR HW-4P LEAD LINED

2041A FD 7' - 4" 7' - 0" 0' - 1 3/4" 1 4 SIM 4 HW-11A

2041B F 4' - 0" 7' - 0" 0' - 1 3/4" 1 4 SIM 4 HW-5F

2050 FNV 3' - 0" 7' - 0" 0' - 1 3/4" 1 4 SIM 4 - HW-4P LEAD LINED

2052 FNV 3' - 0" 7' - 0" 0' - 1 3/4" 1 4 SIM 4 - HW-4P

2060A FD 6' - 0" 7' - 0" 0' - 1 3/4" 1 4 SIM 4 3/4 HR HW-10C

2060B FNV 3' - 8" 7' - 0" 0' - 1 3/4" 1 4 SIM 4 3/4 HR HW-4P

2060C F 4' - 0" 7' - 0" 0' - 1 3/4" 1 4 SIM 4 3/4 HR HW-4P

2070 FVDU 6' - 0" 7' - 0" 0' - 1 3/4" 3 4 SIM 4 - HW-10F

2071 FNV 3' - 8" 7' - 0" 0' - 1 3/4" 1 4 SIM 4 3/4 HR HW-4P

2080 FNV 4' - 0" 7' - 0" 0' - 1 3/4" 1 4 SIM 4 3/4 HR HW-4P

2090 F 3' - 0" 7' - 0" 0' - 1 3/4" 1 4 SIM 4 HW-4G

DOOR SCHEDULE - PHASE 2

NUMBER

DOOR FRAME FIRE

RATING

HARDWAR

E REMARKSTYPE WIDTH HEIGHT THICKNESS TYPE HEAD JAMB SILL

2012 FDE 7' - 4" 7' - 0" 0' - 1 3/4" 2 4 SIM 4 1/3 HR HW-6B

2081 FNV 3' - 8" 7' - 0" 0' - 1 3/4" 1 4 SIM 4 3/4 HR HW-4P

2100 FD 7' - 4" 7' - 0" 0' - 1 3/4" 3 4 SIM 4 3/4 HR HW-10C

2102 FNV 3' - 0" 7' - 0" 0' - 1 3/4" 1 4 SIM 4 3/4 HR HW-4G

2120 FVDU 6' - 0" 7' - 0" 0' - 1 3/4" 3 4 SIM 4 - HW-10F

2121 FNV 3' - 8" 7' - 0" 0' - 1 3/4" 1 4 SIM 4 3/4 HR HW-4P

2130A FNV 3' - 8" 7' - 0" 0' - 1 3/4" 1 4 SIM 4 3/4 HR HW-4C

2130B FNV 3' - 8" 7' - 0" 0' - 1 3/4" 1 4 SIM 4 3/4 HR HW-4C

2130C FNV 3' - 8" 7' - 0" 0' - 1 3/4" 1 4 SIM 4 3/4 HR HW-4C

2140 F 4' - 0" 7' - 0" 0' - 1 3/4" 1 4 SIM 4 3/4 HR HW-SH-3D

2150 FVDU 6' - 0" 7' - 0" 0' - 1 3/4" 3 4 SIM 4 - HW-10F

2170 F 3' - 0" 7' - 0" 0' - 1 3/4" 1 4 SIM 4 3/4 HR HW-4P

2180 FD 7' - 4" 7' - 0" 0' - 1 3/4" 2 4 SIM 4 HW-10C

2181 FNV 3' - 8" 7' - 0" 0' - 1 3/4" 1 4 SIM 4 3/4 HR HW-4P

A600 1 1/2" = 1'-0"

1 HEAD DETAIL

A600 1 1/2" = 1'-0"

2 SILL DETAIL

A600 1 1/2" = 1'-0"

3 JAMB DETAIL

A600 3" = 1'-0"

5 JAMB DETAIL - HEAD AND SILL SIMILAR

A600 3" = 1'-0"

JAMB LEAD LINED DETAIL -

HEAD AND SILL SIMILAR

A600 1 1/2" = 1'-0"

7 HEAD DETAIL

A600 1 1/2" = 1'-0"

8 SILL DETAIL

A600 1 1/2" = 1'-0"

9 JAMB DETAIL

A600 1 1/2" = 1'-0"

10 JAMB DETAIL

NO.

A I

N I

G

RI

V

FOHTLA

E W

N O

M M

O

C JOSEPH H. TROST

ARCHITEC

T

A600 1 1/2" = 1'-0"

4 HOLLOW MTL STANDARD JAMB DTL

FINISH REMARKS

GENERAL FINISH NOTES

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

SHALL MATCH ADJAENT 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.

• ALL VINYL COMPOSITION TILE TO BE INSTALLED MONOLITHIC.

• ALL EPOXY BASE TO BE 6" HIGH UNLESS OTHERWISE NOTED

FINISH COLORS

FLOOR

CONC#1 SEALED CONCRETE

SV#1 GRAY

SV#2 GRAY

EPXY#1 WHITE WITH BLUE SPECKS

EPXY#2 DARK BLUE WITH VARIOUS SHADES OF BLUE

WALL AND CEILING

PNT#1 (FIELD) EXTRA WHITE

PNT#2 (TRIM) EIDER WHITE

PNT#3 (ACCENT) LIGHT BLUE

PNT#4 (EPOXY) WHITE

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

CG#1 (GRAY) DRIFTWOOD

CG#2 (METAL) BRUSHED SILVER

RB#1 (GREY) METALLIC FINISH

WS#1 (GRAY) DRIFTWOOD

BG#1 (METAL) BRUSHED SILVER

CASEWORK

SS#1 (WHITE) WHITE WITH SPECS

SS#2 (GRAY) PLATINUM

PLAM#1 GREY WOOD GRAIN

PLAM#2 (HORIZONTAL) OFF WHITE LINEN

1. PROVIDE WAINSCOT (WS#1) ALL WALLS TO 48"

2. PROVIDE BUMPER GUARD (BG#1) AT 34" AFF PROVIDE WAINSCOT (WS#1) TO TERMINATE

AT CENTER OF BUMPER GUARD. SEE FINISH COLORS FOR MORE INFORMATION.

3. PROVIDE ACCENT WALL PAINT PNT#3. SEE NEW WORK NOTE - ON A102.

4. PROVIDE 4" COVE BASE AND HEAT WELDED SEAMS. SEE DETAIL 1/610.

5. PROVIDE FLOOR PATTERN PLAN THIS ROOM. SEE SHEET A620 FLOOR FINISH PLAN FOR

MORE INFORMATION.

6. CEILING HT. FOR THIS ROOM IN ITS ENTIRETY IS TAKEN FROM THE SURGERY FLOOR.

7. SEE SECTION 2/A500.

8. PHASE 1 - RIGHT OF COLUMN 16. PHASE 2 - LEFT OF COLUMN 16.

9. ALL TRIM AND WINDOWS FRAMES TO BE PAINTED WITH EPOXY PNT#4.

10. NO FINISH WORK ANTICIPATED THIS ROOM.

VINYL COVE CAP

WALL AS SCHEDULED

SHEET VINYL RESILIENT

FLOORING TURNED UP

TO FORM BASE

RUBBER FILLET STRIP

SHEET VINYL

RESILIENT FLOORING

FINISH

FLOOR

CAULK

A S e rv ic e

D is a b le d

Ve t e r an Owned S m a l l B u s iness

SDVOSB

CVE

R

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

Drawing Title Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg. of

CONSULTANTS: ARCHITECT / ENGINEERS:

X

Office of Construction and Facilities

Managemen t 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

F

E

D

C

B

A

97 8654321 www.pfa-architect.com

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

8815 CENTRE PARK DRIVE, SUITE 200 COLUMBIA, MD

21045

410-750-2246 (BALT) 410-750-2588 (FAX)

KA PROJECT NUMBER: M023-08

K O

F F

E L

ASSOCIATES

ENGINEERS

Fire Protection

RENOVATE AND

EXPAND

OPERATING ROOMS

CHARLES GEORGE VAMC

ASHEVILLE, NC

2019-03-22

Approved: Medical Center Director

Building Number

TTI ENVIRONMENTAL, INC.

1253 NORTH CHURCH

STREET

MOORESTOWN, NJ 08057

BID DOCUMENTS

FULLY SPRINKLERED

637-315

Finish Schedule, Notes, and Details jasjht A61002/23/15

FINISH SCHEDULE - PHASE 1

NUMBER ROOM NAME

FLOOR BASE WALL CEILING

REMARKSMTL COLOR MTL COLOR MTL COLOR MTL COLOR HEIGHT

2000 RAMP SV SV#2 SV SV#2 PTD GWB /WS PNT#1, PNT#3 / WS#1 ACT / PTD GWB ACT#1 / PNT#1 VARIES 1,2,3,4,7

2001 SEMI-RESTRICTED CORRIDOR SV SV#2 SV SV#2 PTD GWB /WS PNT#1, PNT#3 / WS#1 ACT ACT#1 8' - 0" 1,2,3,4

2002 SEMI-RESTRICTED CORRIDOR SV SV#2 SV SV#2 PTD GWB /WS PNT#1, PNT#3 / WS#1 ACT ACT#1 8' - 0" 1,2,3,4

2003 SCRUB SV SV#2 SV SV#2 PTD GWB /WS PNT#1 / WS#1 ACT ACT#1 7' - 10" 1,2,4

2004 SCRUB SV SV#2 SV SV#2 PTD GWB /WS PNT#1 / WS#1 ACT ACT#1 7' - 10" 1,2,4

2005 SCRUB SV SV#2 SV SV#2 PTD GWB /WS PNT#1 / WS#1 ACT ACT#1 7' - 10" 1,2,4

2006 CORRIDOR SV SV#2 SV SV#2 PTD GWB /WS PNT#1, PNT#3 / WS#1 ACT ACT#1 8' - 0" 1,2,3,4

2007 RAMP SV SV#2 SV SV#2 PTD GWB /WS PNT#1, PNT#3 / WS#1 ACT / PTD GWB ACT#1 / PNT#1 VARIES 1,2,3,4

2009 SEMI-RESTRICTED CORRIDOR SV SV#2 SV SV#2 PTD GWB /WS PNT#1 / WS#1 ACT ACT#1 9' - 0" 1,2,4,8

2010 GENERAL OR EPXY/RES-3 EPXY#1,EPXY#2 EPXY EPXY#1 GWB W/RSC RES-W2 PNT#4 EPOXY PTD GWB PNT#1 10' - 0" 5,9

2016 SCRUB SV SV#2 SV SV#2 PTD GWB /WS PNT#1 / WS#1 ACT ACT#1 7' - 10" 1,4

2020 GENERAL OR EPXY/RES-3 EPXY#1,EPXY#2 EPXY/RES-3 EPXY#1 GWB W/RSC RES-W2 PNT#4 EPOXY PTD GWB PNT#1 10' - 0" 5,9

2030 CARDIAC OR EPXY/RES-3 EPXY#1,EPXY#2 EPXY/RES-3 EPXY#1 GWB W/RSC RES-W2 PNT#4 EPOXY PTD GWB PNT#1 10' - 0" 5,9

2031 HEART/LUNG MACHINE ROOM EPXY/RES-3 EPXY#1 EPXY/RES-3 EPXY#1 GWB W/RSC RES-W2 PNT#4 EPOXY PTD GWB PNT#1 9' - 0" 1,2,4,9

2040 HYBRID OR EPXY/RES-3 EPXY#1,EPXY#2 EPXY/RES-3 EPXY#1 GWB W/RSC RES-W2 PNT#4 ACT ACT#1 10' - 0" 5,9

2041 HYBRID EQUIP SV SV#2 SV…