S06 36C24623Q0642 Attachment II - Architectural and Structural.pdf

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Attached to
6515--OR Lighting System
Solicitation number
36C24623Q0642
Issued by

About this file

This solicitation is for an OR lighting system for the Department of Veterans Affairs Veterans Health Administration Veterans Integrated Service Network 6. Key details include the solicitation number 36C24623Q0642 for opportunity 6515--OR Lighting System. The solicitation type is for an OR lighting system. The agency is the Department of Veterans Affairs Veterans Health Administration Veterans Integrated Service Network 6. No other salient information is provided in the document.

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Text version

UPUP

UP

DNDN

11 13 14 15 16 17 18

N

M

K

J

H

G

12 19

L

Ls

H.6

G.4

G.6

F.9

F.4

F.3

12' - 7 3/4" 9 5/8" 8' - 6 5/8" 22' - 0" 22' - 0" 22' - 0" 22' - 0" 22' - 0"

/1

/4

/8

N.4

12.6

A500

GENERAL OR

GENERAL OR

GENERAL OR

HYBRID OR

HYBRID

CONTROL

ELECTRICAL

CLOSET

2007A

EQUIPMENT

STORAGE

EQUIPMENT

STORAGE

ORTHO OR

SEMI-RESTRICTED

CORRIDOR

SEMI-RESTRICTED

CORRIDOR

SCRUB

SCRUB

SCRUB

SEMI-RESTRICTED

CORRIDOR

SEMI-RESTRICTED

CORRIDOR

SEMI-RESTRICTED

CORRIDOR

DS - 3

SCRUB

HYBRID

EQUIPMENT

RAMP

RAMP

CLEAN CORE

CLEAN CORE

RAMP

RAMP/CORRIDOR

DB206

DB205

D213DB212

DB214

DB221

DB217A

DB221A

DB222

DB281B

DB220A

DC2-B1

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

NEW WORK NOTES

1. NOT USED

2. EXISTING PLUMBING PIPE.

3. EXISTING MECHANICAL EQUIPMENT.

4. EXISTING SKYLIGHT.

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

Project Number

Building Number

Drawing Number

Project Title

Location

Checked Drawn

Drawing Title

Approved:

ARCHITECT / ENGINEERS:

PF&A DESIGN

ARCHITECTURE,PLANNING,INTERIORCONSULTANTS:

FULLY SPRINKLERED

REVISED CONSTRUCTION SET

Date

637-315

A102

OVERALL NEW WORK PLAN -

SECOND FLOOR

RENOVATE AND

EXPAND OPERATION

ROOMS

CHARLES GEORGE VAMC

ASHEVILLE, NC

05/27/2022

JHT JAS

1/8" = 1'-0"

OVERALL NEW WORK PLAN - SECOND FLOOR

NO. DESCRIPTION DATE

2 Life Safety Revision 1-10-2022

DNDN

13 14 15 16 17 18

N

M

K

L

Ls

A500

/2

/2

/4

/8

M6

M6

M6

M6_C

M6

M3

M3

M1B

M1B

M3

M1B

M1B

M1B

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_CL

M3 L

M3B

M6_C

M3_1

M1B

M1B

M1B

M3_1

M6_1

GENERAL OR

GENERAL OR

GENERAL OR

SCRUB

SCRUB

SCRUB

HYBRID OR

CLEAN CORE

M3BL

M3BL

M3BL

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' - 3 5/8" 3' - 1 7/8"

6 1/2"

1' - 0"

21' - 0" 4' - 8 3/4" 2' - 2" 7' - 0 1/2" 8' - 0 3/4" 10' - 0 1/4" 1' - 0" 2' - 3"

8' - 4 7/8"

/4

/4

/4

/1

SSC

ORT

SD1 SD1 SD1 SD1

SD1 SD1

M6_L

1:20

SLOPE

DOWN

A800

A800 6

S L O

P E

D O

W N

/4

/4

/1

/4

/2

/8

M3L_1

M6_L

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"

14' - 6 5/8" 15' - 1"

1' - 5 3/4"

28' - 8 1/2"

HYBRID

CONTROL

SEMI-RESTRICTED

CORRIDOR

SEMI-RESTRICTED

CORRIDOR

A801 2

A8018 6

LC

LC

LC

EB

LB

LB

ORT

AC

MB

MTR

MB

/2

20202010 2030 2040A

2040B

2060B

2060C

EQUIPMENT

STORAGE

/2

2' - 0"

A202.1A

TYP.

NCP

IM

WPH

MB

MTR

BW

ORT

AC

EB

LB

LB

LB

LB

NCP

MB

MB

IM

BW

MB

MB

IM

IM

NCP

MTR

MTR

M6_1

NCP

WPH

M3_CL

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

WPH

5 5

M3_1

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"

F

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

/8

14' - 0 7/8" 1' - 0 1/8"

A500

M1B

M1B

M3B

M1BM1B M3B

M1B

M1B M3B

1 3

M3B

M3_C

M1B

M1B

/2

M3B M3B M3BM3B

M3B M3 M3_1

M6_1

M6_C

M3_1

M3_1

M3_1

AC

M6M6

OC

OC

OC

RAMP

135.00°

.0

/2

M1B

M3B

A520

A520

A520

OC

SSC

SSC

SSC

SSC

SSC

SSC

FEC

M3_C

/4

/1

/2

/1

8' - 1 1/4" 14' - 11 5/8" 1' - 4" 5' - 6 1/4" 1' - 3" 5' - 6 1/4" 1' - 9" 12' - 0 1/2" 1' - 0"

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

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

2041B

M3_CL

FLAT

M3B

M3B

M3

/8

/4

M3_1

M6_1

S-3

ELECTRICAL

CLOSET

2007A

13'-5 5/8''

14'-0 5/8''

12'-10 5/8''

EXISTING STAIR

DS-3

M3_C

13'-5 5/8''

A900

12'-10 5/8'' 5

A900

13'-5 5/8''

M3B

M3BL

M3BL

M6_L

/4

/1

6" 8 1/8"

M1B

M1B

M1B

1' - 3 3/4"

TEMP DEAD SPACE

DUE TO PHASING

/8

2041A

HYBRID EQUIP

M3B

SEMI-

RESTRICTED

CORRIDOR

SEMI-RESTRICTED

CORRIDOR

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. NOT USED.

11. EXISTING DOOR AND HARDWARE RELOCATED TO THIS

LOCATION.

12. PROVIDE 36'' HIGH STAINLESS STEEL HANDRAIL AT BOTH

SIDE OF RAMP.

13.PROVIDE CONCRETE LINTEL TO ACCOMMODATE WITH NEW

FLOOR HEIGHT. KEEP MIN 84'' HEAD CLEARANCES.

COORDINATE WITH EXISTING WALL AND DOOR SCHEDULE.

14. INFILL WALL TO MATCH EXISTING ADJACENT WALLS AND

ALIGN ALL SIDES.

15. FLOORING SHALL EXTEND DOWN OVER EXPOSED

CONCRETE. REMOVE STUDS BELOW OPENING AS REQUIRED

TO EXTEND FLOOR THRU THE OPENING. SEE FINISH

SCHEDULE FOR FLOOR FINISH.

16. PROVIDE 1/4'' GWB AND LAMINATE TO THIS PARTITION..

17. PROVIDE 1 HOUR RATED SHAFT WALL ON TOP OF

EXISTING WALL (1 1/2'' CH STUD @ 24'' O.C. MAX. 1'' GYPSUM

LINER ONE SIDE AND 1 LAYER OF 5/8" GWB OTHER SIDE.

EXTEND WALL ASSEMBLY TO DECK ABOVE.) REMOVE ALL

WALL MOUNTED ITEMS AND FIXTURES BEFORE SHAFT WALL

INSTALLATION. EXTEND ALL NECESSARY DEVICES THROUGH

SHAFT WALL.

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

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

Project Number

Building Number

Drawing Number

Project Title

Location

Checked Drawn

Drawing Title

Approved:

ARCHITECT / ENGINEERS:

PF&A DESIGN

ARCHITECTURE,PLANNING,INTERIORCONSULTANTS:

FULLY SPRINKLERED

REVISED CONSTRUCTION SET

Date

637-315

A102.1A

NEW WORK PLAN - SECOND FLOOR -

PHASE 1 - AREA A

RENOVATE AND

EXPAND OPERATION

ROOMS

CHARLES GEORGE VAMC

ASHEVILLE, NC

05/27/2022

JHT JHT

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.

SW245_1 38 1 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

SYSTE

M 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

SYSTE

M B

EQUIPMENT SCHEDULE - PHASE 1

MARK NAME 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

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 CART *** ***

WPH WALL PHONE *** PROVIDE POWER AND DATA

TOILET ACCESSORY SCHEDULE - PHASE 1

MARK DESCRIPTION MOUNTING HEIGHT VAFCI VAFOI VAFCI REMARKS

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

REFER TO SHEET A600 FOR WINDOW

TYPE AND WINDOW TYPE

ELEVATIONS AND DETAILS

A F

NO. DESCRIPTION DATE

1 Bulletin 1 7-28-2021

2 Life Safety Revision 1-10-2022

3 RFI 62, 63, 67, 68, 71, 72 Stairwell and Clean Core Revisions

2-24-2022

16 17 18

K

J

L

Ls

H.6

A500

EQUIPMENT

STORAGE

SEMI-RESTRICTED

CORRIDOR

ORTHO OR

M3_1

M6_1

M3_1

M3B

M3

M3B

M6

M3B

SW_1

M6_1

SW_1M1B

M3B

A501

6"

5' - 9 7/8" 1' - 0" 12' - 6 1/8" 2' - 2"

7 1/2"

21' - 4 1/2"

9 1/8"

13' - 11 1/4" 8' - 0 3/4" 13' - 3 1/4" 8' - 1 1/4" 7 1/2"

/8

/2

/8

/1

/1

/8

SD1 SD1

6 3/4"

7 1/2"

A802 2

LB

AC

LB

EB

LC

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

MB

MB

ORT

WPH

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

8 10 10 10

6 6

10 10

M3_1

1' - 7 1/2"

11' - 9 3/4" 2060C

2060B

2070 2060A

M3B

M3B

M3B

M1B

M1B

M1B M3 M3_1 M3_1

M1B

M1B

4' - 6" 4' - 6"

/8

1' - 0 1/8"

/8

/8

/2

OC

M1B

M6_C

M1B

M6B

M1B

M3B

E Q

R A

M P

D O

W N

:3 S

O L

ID

C O

N C

R E

T E

S

E E

S E

C T

IO

N

/A

TYP

M6_1 M6B

M3_2

M3_2

/8

/2

/2

/2

FLAT

/4

M3_C

M3_2

R A

M P

D O

W N

:3 S

O L

ID

C O

N C

R E

T E

S

E E

S E

C T

IO

N

/A

/2

M1B

9"

4 4

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

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.

11. SEE SECTION 2/A500 FOR WALL CONTINUATION OVER THE CEILING WHERE THE MECHANICAL

DUCT PASSES.

12. WALL IN THIS LOCATION IS A HALF WALL AND M3 TYPE OF WALL WITH AN EXCEPTION OF

HEIGHT. HEIGHT IS 3'-6" FROM SURGERY FLOOR.

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

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

Project Number

Building Number

Drawing Number

Project Title

Location

Checked Drawn

Drawing Title

Approved:

ARCHITECT / ENGINEERS:

PF&A DESIGN

ARCHITECTURE,PLANNING,INTERIORCONSULTANTS:

FULLY SPRINKLERED

REVISED CONSTRUCTION SET

Date

637-315

A102.1B

NEW WORK PLAN - SECOND FLOOR -

PHASE 1 - AREA B

RENOVATE AND

EXPAND OPERATION

ROOMS

CHARLES GEORGE VAMC

ASHEVILLE, NC

05/27/2022

JHT JAS

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.

SW245_1 38 1 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

SYSTE

M 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

SYSTE

M B

TOILET ACCESSORY SCHEDULE - PHASE 1

MARK DESCRIPTION MOUNTING HEIGHT VAFCI VAFOI VAFCI REMARKS

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

EQUIPMENT SCHEDULE - PHASE 1

MARK NAME 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

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 CART *** ***

WPH WALL PHONE *** PROVIDE POWER AND DATA

*SEE ALL NEW WORK SHEETS FOR EXTENT OF EQUIPMENT*

2 X 2 INDIRECT LED LIGHT FIXTURE

CEILING LEGEND

RETURN AIR DIFFUSER

SUPPLY AIR DIFFUSER

LINEAR DIFFUSER

2 X 4 INDIRECT LED LIGHT FIXTURE

RECESSED CEILING LIGHT

EXIT SIGN

STRIP LIGHTING

18"X18" GASKETED ACCESS PANEL

EQUIPMENT BOOM ESCUTCHEON

1 X 4 GASKETED LED LIGHT FIXTURE

2 X 4 GASKETED LED LIGHT FIXTURE

13 14 15 16 17 18

N

M

K

L

Ls

17.9

20042005

A510

N.4

12.6

A202.1A

A202.1A4

A202.1A

A202.1A

/8

/8

/8

/1

4' - 5 1/2" 6' - 0 3/4" 6' - 0 3/4" 4' - 5 1/2"

2 1

1 2 1 1

2 1

/1

5' - 11 3/16"

/8

0" 14' - 0 7/8" 13' - 1 1/8"

/8

/4

5 5

8' - 0"

7' - 0"

7' - 0" 7' - 0"

7' - 3" 8' - 3"

6' - 10"

/8

/4

2' - 2"

A202.2-ALT

A202.2-ALT

A202.2-ALT

/4

4' - 5 3/8" 4' - 5 3/8" 2' - 3 1/4"

8' - 0"

8' - 0"

8' - 7"

8' - 7"

8' - 4"

2nd FLOOR

8' - 2"

2nd FLOOR2nd FLOOR

2nd FLOOR

2nd FLOOR

9' - 2"

8' - 7"

2nd FLOOR

2nd FLOOR

14' - 0 7/8" 13' - 1 1/8"

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

TYP

8' - 7"

6' - 8" 7' - 0"

7' - 0"

10' - 0" 10' - 0"

10' - 0"

10' - 0"

8' - 0"

8' - 0"

8' - 0"

9' - 0"

8' - 2"

7' - 10" 7' - 10"

7' - 10"

8' - 0"

1. PROVIDE 1 1/2" CEILING EXPANSION JOINT.

2. PROVIDE 1 1/2" CEILING EXPANSION JOINT, ADJACENT TO

WALL.

3. PROVIDE INTEGRATED CEILING SYSTEM AS SPECIFIED.

4. PROVIDE UNISTRUT SYSTEM AS SPECIFIED.

5. ALIGN WALL WITH EDGE OF ADJACENT.

6. NOT USED.

7. NOT USED

8. PROVIDE 12''x12'' GASKETED ACCESS PANEL AT LOW

RETURN VOLUME DAMPERS ALL ORS. COORD W/ MECH.

CEILING NOTES

L Ls

1 1/2" CEILING

EXPANSION JOINT

2 1/2" MTL STUD AT 16" OC. 5/8"

GWB ON ONE SIDE. FASTEN

STUDS TO EXISTING CONCRETE

STRUCTURE

CEILING HEIGHT AND MATERIAL AS

SCHEDULED, SEE FINISH SCHEDULE

FOR MORE INFORMATION

1' - 6"

8' - 2"

8' - 0" 9' - 0"

ABOVE SURGERY

FLOOR

ABOVE SECOND

FLOOR

ABOVE

SECOND

FLOOR

L Ls

CEILING HEIGHT AND MATERIAL AS

SCHEDULED, SEE FINISH SCHEDULE.

TYP

1 1/2" CEILING

EXPANSION JOINT

2 1/2" MTL STUDS AT 16" OC.

PHASE 1

1' - 6 1/2" 6 3/8" 9 3/8"

7' - 0"

ABOVE SURGERY

FLOOR

EXISTING CMU WALL TO BE

DEMOLISHED AT THE END OF

PHASE 2

2 1/2" MTL STUDS AT 16" OC.

PHASE 2

/8

L Ls

1 1/2" CEILING

EXPANSION JOINT

CEILING HT AND MATERIAL

AS SCHEDULED, SEE FINISH

SCHEDULE

2 1/2" MTL STUDS AT 16" OC.

5/8" GWB ON ONE SIDE.

ANCHOR TO STRUCTURE

ABV.

1' - 2 1/2" 6" 9 1/2"

1' - 9 3/4"

TYP.

8' - 2"

8' - 7"

8' - 0"

ABOVE SECOND

FLOOR

ABOVE SURGERY

FLOOR

ABOVE SECOND

FLOOR

L Ls

CEILING HEIGHT AND

MATERIAL AS

SCHEDULED, SEE FINISH

SCHEDULE, TYP

1 1/2" CEILING

EXPANSION JOINT

FOR PARTITION TYPE,

SEE FLOOR PLAN

T Y

P

2 1/2" MTL STUD AT 16"

OC

8" 7 3/8" 7' - 0"

ABOVE SURGERY

FLOOR

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

• ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH APPLICABLE FEDERAL, STATE AND LOCAL CODES AND ORDINANCES.

• CONTRACTOR SHALL 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.

• EACH SUBCONTRACTOR SHALL REVIEW THE CONSTRUCTION DOCUMENTS AND EVALUATE THE SCOPE OF WORK REQUIRED BY THEIR RESPECTIVE TRADE AND ANY CONFLICTS WITH OTHER TRADES. ANY CONFLICTS WILL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE COR FOR A

RESOLUTION.

• 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.

• CONTRACTOR SHALL COORDINATE ALL REQUIRED CONDUIT, PIPING AND CHASES FOR OWNER FURNISHED OWNER INSTALLED EQUIPMENT WITH

THE OWNER.

• CONTRACTOR SHALL COORDINATE WITH WORK BEING PERFORMED UNDER SEPARATE CONTRACT BY OWNER.

• SEE FIRE PLAN FOR FIRE WALL AND SMOKE PARTITION LOCATIONS.

• ALL ABUTTING DISSIMILAR MATERIALS ARE TO BE SEALED. COLOR TO MATCH ADJACENT MATERIALS.

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

• ALL DIMS ON CEILING PLAN ARE TAKEN FROM FACE OF FINISH

• ALL SOFFITS TO BE PNT#1

GENERAL CEILING NOTES

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

Project Number

Building Number

Drawing Number

Project Title

Location

Checked Drawn

Drawing Title

Approved:

ARCHITECT / ENGINEERS:

PF&A DESIGN

ARCHITECTURE,PLANNING,INTERIORCONSULTANTS:

FULLY SPRINKLERED

REVISED CONSTRUCTION SET

Date

637-315

A202.1A

REFLECTED CEILING PLAN - SECOND

FLOOR - PHASE 1 - AREA A

RENOVATE AND

EXPAND OPERATION

ROOMS

CHARLES GEORGE VAMC

ASHEVILLE, NC

05/27/2022

JHT JAS

ROOM LEGEND - PHASE 1

NUMBER NAME

2000 SEMI- RESTRICTED CORRIDOR

2001 SEMI-RESTRICTED CORRIDOR

2002 SEMI-RESTRICTED CORRIDOR

2003 SCRUB

2004 SCRUB

2005 SCRUB

2007 RAMP

2007A ELECTRICAL CLOSET

2009 SEMI-RESTRICTED CORRIDOR

2010 GENERAL OR

2016 SCRUB

2020 GENERAL OR

2030 GENERAL OR

2040 HYBRID OR

2041 HYBRID EQUIP

2050 HYBRID CONTROL

2060 EQUIPMENT STORAGE

2070 ORTHO OR

2080 CLEAN CORE

2090 EQUIPMENT STORAGE

1/4" = 1'-0"

REFLECTED CEILING PLAN - SECOND FLOOR - PHASE 1 - AREA A

A202.1A 1 1/2" = 1'-0"

1 CEILING DETAIL ROOM 2000

A202.1A 1 1/2" = 1'-0"

3 DETAIL

A202.1A 1 1/2" = 1'-0"

4 DETAIL

A202.1A 1 1/2" = 1'-0"

2 DETAIL

NO. DESCRIPTION DATE

2 Life Safety Revision 1-10-2022

3 RFI 62, 63, 67, 68, 71, 72 Stairwell and Clean Core Revisions

2-24-2022

16 17 18

K

J

L

Ls

H.6

17.9

A501

1' - 0"

4' - 5 3/8" 6' - 0 3/4" 6' - 0 3/4"

/4

/8

/8

/8

1 2 2 2

A202.2-ALT

1' - 9"

/8

/4

TYP

10' - 0"

9' - 0"

7' - 10"

8' - 0"

8' - 0"

2 X 2 INDIRECT LED LIGHT FIXTURE

CEILING LEGEND

RETURN AIR DIFFUSER

SUPPLY AIR DIFFUSER

LINEAR DIFFUSER

2 X 4 INDIRECT LED LIGHT FIXTURE

RECESSED CEILING LIGHT

EXIT SIGN

STRIP LIGHTING

18"X18" GASKETED ACCESS PANEL

EQUIPMENT BOOM ESCUTCHEON

1 X 4 GASKETED LED LIGHT FIXTURE

2 X 4 GASKETED LED LIGHT FIXTURE

1. 1 1/2" CEILING EXPANSION JOINT

2. 1 1/2" CEILING EXPANSION JOINT, ADJACENT TO

WALL

3. INTEGRATED CEILING SYSTEM

4. PROVIDE 12''x12'' ACCESS PANEL WHERE INDICATED.

CEILING NOTES

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

• ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH APPLICABLE FEDERAL, STATE AND LOCAL CODES AND ORDINANCES.

• CONTRACTOR SHALL 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.

• EACH SUBCONTRACTOR SHALL REVIEW THE CONSTRUCTION DOCUMENTS AND EVALUATE THE SCOPE OF WORK REQUIRED BY THEIR RESPECTIVE TRADE AND ANY CONFLICTS WITH OTHER TRADES. ANY CONFLICTS WILL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE COR FOR A

RESOLUTION.

• 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.

• CONTRACTOR SHALL COORDINATE ALL REQUIRED CONDUIT, PIPING AND CHASES FOR OWNER FURNISHED OWNER INSTALLED EQUIPMENT WITH

THE OWNER.

• CONTRACTOR SHALL COORDINATE WITH WORK BEING PERFORMED UNDER SEPARATE CONTRACT BY OWNER.

• SEE FIRE PLAN FOR FIRE WALL AND SMOKE PARTITION LOCATIONS.

• ALL ABUTTING DISSIMILAR MATERIALS ARE TO BE SEALED. COLOR TO MATCH ADJACENT MATERIALS.

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

• ALL DIMS ON CEILING PLAN ARE TAKEN FROM FACE OF FINISH

• ALL SOFFITS TO BE PNT#1

GENERAL CEILING NOTES

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

Project Number

Building Number

Drawing Number

Project Title

Location

Checked Drawn

Drawing Title

Approved:

ARCHITECT / ENGINEERS:

PF&A DESIGN

ARCHITECTURE,PLANNING,INTERIORCONSULTANTS:

FULLY SPRINKLERED

REVISED CONSTRUCTION SET

Date

637-315

A202.1B

REFLECTED CEILING PLAN - SECOND

FLOOR - PHASE 1 - AREA B

RENOVATE AND

EXPAND OPERATION

ROOMS

CHARLES GEORGE VAMC

ASHEVILLE, NC

05/27/2022

JHT JHT

1/4" = 1'-0"

REFLECTED CEILING PLAN - SECOND FLOOR - PHASE 1 - AREA B

ROOM LEGEND - PHASE 1

NUMBER NAME

2000 SEMI- RESTRICTED CORRIDOR

2001 SEMI-RESTRICTED CORRIDOR

2002 SEMI-RESTRICTED CORRIDOR

2003 SCRUB

2004 SCRUB

2005 SCRUB

2007 RAMP

2007A ELECTRICAL CLOSET

2009 SEMI-RESTRICTED CORRIDOR

2010 GENERAL OR

2016 SCRUB

2020 GENERAL OR

2030 GENERAL OR

2040 HYBRID OR

2041 HYBRID EQUIP

2050 HYBRID CONTROL

2060 EQUIPMENT STORAGE

2070 ORTHO OR

2080 CLEAN CORE

2090 EQUIPMENT STORAGE

13 14 15 16 17 18

N

M

K

J

H

L

Ls

H.6

G.4

G.6

17.9

N.4

12.6

NIC

NIC

NIC

NIC

NIC

2007A

S-3

20042005

2070 2000

NIC

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

2 X 2 INDIRECT LED LIGHT FIXTURE

CEILING LEGEND

RETURN AIR DIFFUSER

SUPPLY AIR DIFFUSER

LINEAR DIFFUSER

2 X 4 INDIRECT LED LIGHT FIXTURE

RECESSED CEILING LIGHT

EXIT SIGN

STRIP LIGHTING

18"X18" GASKETED ACCESS PANEL

EQUIPMENT BOOM ESCUTCHEON

1 X 4 GASKETED LED LIGHT FIXTURE

2 X 4 GASKETED LED LIGHT FIXTURE

• ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH APPLICABLE FEDERAL, STATE AND LOCAL CODES AND ORDINANCES.

• CONTRACTOR SHALL 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.

• EACH SUBCONTRACTOR SHALL REVIEW THE CONSTRUCTION DOCUMENTS AND EVALUATE THE SCOPE OF WORK REQUIRED BY THEIR RESPECTIVE TRADE AND ANY CONFLICTS WITH OTHER TRADES. ANY CONFLICTS WILL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE COR FOR A

RESOLUTION.

• 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.

• CONTRACTOR SHALL COORDINATE ALL REQUIRED CONDUIT, PIPING AND CHASES FOR OWNER FURNISHED OWNER INSTALLED EQUIPMENT WITH

THE OWNER.

• CONTRACTOR SHALL COORDINATE WITH WORK BEING PERFORMED UNDER SEPARATE CONTRACT BY OWNER.

• SEE FIRE PLAN FOR FIRE WALL AND SMOKE PARTITION LOCATIONS.

• ALL ABUTTING DISSIMILAR MATERIALS ARE TO BE SEALED. COLOR TO MATCH ADJACENT MATERIALS.

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

• ALL DIMS ON CEILING PLAN ARE TAKEN FROM FACE OF FINISH

• ALL SOFFITS TO BE PNT#1

GENERAL CEILING NOTES

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

Project Number

Building Number

Drawing Number

Project Title

Location

Checked Drawn

Drawing Title

Approved:

ARCHITECT / ENGINEERS:

PF&A DESIGN

ARCHITECTURE,PLANNING,INTERIORCONSULTANTS:

FULLY SPRINKLERED

REVISED CONSTRUCTION SET

Date

637-315

A202

OVERALL REFLECTED CEILING PLAN

- SECOND FLOOR

RENOVATE AND

EXPAND OPERATION

ROOMS

CHARLES GEORGE VAMC

ASHEVILLE, NC

05/27/2022

JHT JAS

1/8" = 1'-0"

OVERALL REFLECTED CEILING PLAN - SECOND FLOOR

ROOM LEGEND

WT NAME

2000 SEMI-RESTRICTED CORRIDOR

2001 SEMI-RESTRICTED CORRIDOR

2002 SEMI-RESTRICTED CORRIDOR

2003 SCRUB

2004 SCRUB

2005 SCRUB

2006 SEMI-RESTRICTED CORRIDOR

2007 RAMP/CORRIDOR

2007A ELECTRICAL CLOSET

2009 SEMI-RESTRICTED CORRIDOR

2010 GENERAL OR

2016 SCRUB

2020 GENERAL OR

2030 GENERAL OR

2040 HYBRID OR

2041 HYBRID EQUIP

2050 HYBRID CONTROL

2060 EQUIPMENT STORAGE

2070 ORTHO OR

2080 CLEAN CORE

2081 CLEAN CORE

2082 RAMP

2090 EQUIPMENT STORAGE

DS - 3 EXISTING STAIR

T Y

P

6" EPOXY BASE TYP.

LOW RETURN

SS CORNER GUARD TYP.

LIGHT SWITCH

POWER

GROUND

MODULE

CODE BLUE

FUTURE MONITOR

4' W x 3' H MARKER BOARD

LOW RETURN

POWER GROUND

MODULE

M

IN8

LIGHT CONTROL

POWER MODULE

LIGHT CONTROL

WALL PHONE TYP.

INTEGRATION

MONITOR

LIGHT SWITCH

CODE BLUE

OMNI CELL

POWER GROUND

MODULE

ISOLATED POWER

PANEL

SS CABINETS WITH

GLASS DOORS

4' W x 3' H

MARKER

BOARD

LOW RETURN

NITROGEN

CONTROL PANEL

4' - 0"

POWER GROUND

MODULE

LIGHT SWITCH

CODE BLUE

POWER GROUND

MODULE

LOW RETURN

4' W x 3' H

MARKER

BOARD

FUTURE

MONITOR

ISOLATED

POWER PANEL

POWER

GROUND

MODULE

4' - 0"

INTEGRATION

MONITOR

LIGHT CONTROL

WALL PHONE

LOW RETURN

LIGHT CONTROL

POWER MODULE

/2

LIGHT SWITCH

CODE BLUE

OMNI CELL

POWER

GROUND

MODULE

4' - 0"

4' W x 3' H MARKER BOARD

LOW RETURN

NITROGEN CONTROL PANEL

POWER

GROUND

MODULE

SS CABINET

W/ GLASS

DOORS

ISOLATION

PANEL

PRIOR TO ROUGH-IN OF ALL UTILITIES, CONTRACTOR SHALL USE ROOM 2020 AS A MOCK UP.

REFER TO SPECIFICATION SECTION 01 00 00 GENERAL REQUIREMENTS FOR ADDITIONAL INFORMATION

CONTRACTOR'S NOTE

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

Project Number

Building Number

Drawing Number

Project Title

Location

Checked Drawn

Drawing Title

Approved:

ARCHITECT / ENGINEERS:

PF&A DESIGN

ARCHITECTURE,PLANNING,INTERIORCONSULTANTS:

FULLY SPRINKLERED

REVISED CONSTRUCTION SET

Date

637-315

A800

INTERIOR ELEVATIONS RENOVATE AND

EXPAND OPERATION

ROOMS

CHARLES GEORGE VAMC

ASHEVILLE, NC

05/27/2022

JHT JHT

3/8" = 1'-0"A102.1A

1 ELEVATION ROOM 2010

3/8" = 1'-0"A102.1A

2 ELEVATION ROOM 2010

3/8" = 1'-0"A102.1A

3 ELEVATION ROOM 2010

A800

4 ELEVATION ROOM 2010

3/8" = 1'-0"A102.1A

5 ELEVATION ROOM 2020

3/8" = 1'-0"A102.1A

6 ELEVATION ROOM 2020

3/8" = 1'-0"A102.1A

7 ELEVATION ROOM 2020

3/8" = 1'-0"A102.1A

8 ELEVATION ROOM 2020

6" EPOXY BASE

TYP.

STAINLESS STEEL

CORNER GUARD

TYP.

LOW RETURN

LIGHT SWITCH

POWER GROUND

MODULE

4' W x 3' H MARKER

BOARD

LOW RETURN

FUTURE MONITOR

POWER GROUND

MODULE

LIGHT CONTROL

INTEGRATION

MONITOR

POWER AND

DATA IN

CABINET

LIGHT SWITCH

WALL PHONE

M

IN8

OMNI CELL

CODE BLUE

LIGHT CONTROL

POWER MODULE

POWER

GROUND

MODULE

STAINLESS

STEEL CABINETS

W/ GLASS DOORS

4' W x 3' H MARKER

BOARD

LIGHT SWITCH

LOW RETURN

NITROGEN CONTROL PANEL

4' - 0" 4' - 0"

POWER GROUND MODULE

ISOLATED POWER PANEL

LOW RETURN

LIGHT SWITCH

CODE BLUE

POWER GROUND MODULE

STAINLESS

STEEL CABINETS

W/ GLASS

DOORS

4' W x 3' H

MARKER BOARD

4' - 0" 4' - 0" 4' - 0"

LOW RETURN

LIGHT CONTROL

POWER MODULE

LIGHT

CONTROL

LIGHT SWITCH

INTEGRATION

MONITOR

WALL PHONE

LOW

RETURN

POWER GROUND MODULE

CODE BLUE

POWER

GROUND

MODULE

ISOLATED POWER PANEL

NITROGEN CONTROL PANEL

4' W x 3' H MARKER BOARD

LOW RETURN

FUTURE MONITOR

POWER GROUND MODULE

OMNI CELL

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

Project Number

Building Number

Drawing Number

Project Title

Location

Checked Drawn

Drawing Title

Approved:

ARCHITECT / ENGINEERS:

PF&A DESIGN

ARCHITECTURE,PLANNING,INTERIORCONSULTANTS:

FULLY SPRINKLERED

REVISED CONSTRUCTION SET

Date

637-315

A801

INTERIOR ELEVATIONS RENOVATE AND

EXPAND OPERATION

ROOMS

CHARLES GEORGE VAMC

ASHEVILLE, NC

05/27/2022

JHT JHT

3/8" = 1'-0"A102.1A

1 ELEVATION ROOM 2030

3/8" = 1'-0"A102.1A

2 ELEVATION ROOM 2030

3/8" = 1'-0"A102.1A

3 ELEVATION ROOM 2030

3/8" = 1'-0"A102.1A

4 ELEVATION ROOM 2030

3/8" = 1'-0"A102.1A

5 ELEVATION ROOM 2040

3/8" = 1'-0"A102.1A

6 ELEVATION ROOM 2040

3/8" = 1'-0"A102.1A

7 ELEVATION ROOM 2040

3/8" = 1'-0"A102.1A

8 ELEVATION ROOM 2040

LIGHT CONTROL

POWER MODULE

6" EPOXY BASE TYP.

/2

LIGHT CONTROL

WALL PHONE

CODE BLUE

LIGHT SWITCH

OMNI CELL

4' W x 3' H MARKER BOARD

POWER GROUND MODULE

SS CORNER GUARD

POWER GROUND MODULE

LIGHT SWITCH

CODE BLUE

LOW RETURN

STAINLESS STEEL CORNER GUARD

ISOLATION POWER PANEL

POWER GROUND MODULE

FUTURE MONITOR

4'W X 3'H MARKERBOARD

STAINLESS STEEL CABINETS

WITH GLASS DOORS

LOW RETURN

STAINLESS STEEL

CORNER GUARD

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

Project Number

Building Number

Drawing Number

Project Title

Location

Checked Drawn

Drawing Title

Approved:

ARCHITECT / ENGINEERS:

PF&A DESIGN

ARCHITECTURE,PLANNING,INTERIORCONSULTANTS:

FULLY SPRINKLERED

REVISED CONSTRUCTION SET

Date

637-315

A802

INTERIOR ELEVATIONS RENOVATE AND

EXPAND OPERATION

ROOMS

CHARLES GEORGE VAMC

ASHEVILLE, NC

05/27/2022

JHT RW

3/8" = 1'-0"A102.1B

1 ELEVATION ROOM 2070

3/8" = 1'-0"A102.1B

2 ELEVATION ROOM 2070

3/8" = 1'-0"A102.1B

3 ELEVATION ROOM 2070

3/8" = 1'-0"A102.1B

4 ELEVATION ROOM 2070

N

M

K

J

L

Ls

N.4

N

M

K

J

L

Ls

N.4

13 14 15 16 17 1812 12.6 13 14 15 16 17 1812 12.6

RENOVATE AND

EXPAND OPERATING

ROOMS

637-315

NO. DESCRIPTION DATE

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

B

A

C

D

E

F

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321

REVISED CONSTRUCTION SET

FULLY SPRINKLERED

MILLER-REMICK LLC

PROFESSIONAL ENGINEER

8815 CENTRE PARK DRIVE, SUITE 200 COLUMBIA, MD 21045

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

KA PROJECT NUMBER: M023-08

R

KEY PLAN

PLAN NORTH

ACTUAL

NORTH

PROJECT LIMITS / PHASE

TTI ENVIRONMENTAL, INC.

1253 NORTH CHURCH STREET

MOORESTOWN, NJ 08057

MR PROJECT #: 0499-0055

STRUCTURAL

NEW ROOF FRAMING PLAN

2ND FLOOR

S103

ST/DSST

File details come from the government source that posted it. Updated .