36C24620R0007-0005004.pdf

1 REMOVE PARTITIONS AS INDICATED AND PREPARE FOR NEW

WORK. PATCH ADJACENT SURACES AS REQUIRED.

2 REMOVE DOOR AND FRAME.

4 REMOVE PLUMBING FIXTURES AND ACCESSORIES. REFER

TO PLUMBING DRAWINGS.

5 REMOVE CEILINGS AND CEILING MOUNTED FIXTURES AND

PREPARE FOR NEW WORK. PATCH ADJACENT SURFACES AS

REQUIRED. TYP.

6 REMOVE EXISTING IN-WALL HVAC EQUIP. REFER TO

MECHANICAL DRAWINGS.

7 REMOVE GLAZED TILE.

8 CONSTRUCT TEMPORARY PARTITION AND DOOR PRIOR TO

DEMOLITION.

9 REMOVE EXPANSION JOINT COVERS/ASSEMBLIES.

10 REMOVE FLOOR FINISHES (TILE, CARPET, AND RESILIENT

TYPES) AND PREPARE FOR NEW WORK. PATCH ADJACENT

SURFACES AS REQUIRE. TYP.

3 EXTEND TEMPORARY PARTITION AS ADJACENT WALLS ARE

DEMOLISHED TO MAINTAIN ANTEROOM SEPARATION.

1. THE DEMOLITION DRAWINGS FOR ARCHITECTURAL AND ENGINEERING WORK HAVE

BEEN PREPARED USING "AS-DESIGNED" DOCUMENTS PROVIDED BY THE VA. NEITHER THE

VA NOR THE ARCHITECT WARRANT THESE TO BE "AS-BUILT" DOCUMENTS, AND ACTUAL

CONDITIONS MAY VARY. THE DEMOLITION WORK INDICATED IS INTENDED TO SHOW THE

GENERAL SCOPE OF THE DEMOLITION WORK AND IN NO WAY RELIEVES THE CONTRACTOR

FROM PERFORMING ANY AND ALL DEMOLITION REQUIRED TO COMPLETE THE NEW WORK.

2. ALL DEMOLITION WORK SHALL BE PERFORMED WITH DUE CARE AND DILIGENCE SO AS

TO PREVENT THE ARBITRARY DESTRUCTION OR INTERRUPTION OF CONCEALED UTILITIES

WHICH COULD NOT BE PREDETERMINED UNTIL DEMOLITION WAS STARTED. ALL SUCH

DISCOVERIES OF UTILITIES DURING THE DEMOLITION PROCESS WHICH ARE IN A LOCATION

DIFFERENT FROM FLOOR TO FLOOR, ETC., OR ARE UNIDENTIFIED, SHALL BE REPORTED TO

THE COR BEFORE REMOVAL FOR FINAL DISPOSITION.

3. WHEREVER EXISTING EQUIPMENT, PIPING, DUCTS, ETC., ARE REQUIRED TO BE

REMOVED, SUCH REMOVAL SHALL INCLUDE ALL ANCHORS, HANGARS, BRACING,

FOUNDATION, ETC. AFTER REMOVAL, AFFECTED CONSTRUCTION AND SURFACES, SUCH

AS FLOORS ,WALLS, BASES, AND CEILINGS, SHALL BE FINISHED TO MATCH ADJACENT

SURFACES UNLESS OTHERWISE NOTED.

4. NEW WORK SHALL ALIGN WITH EXISTING WORK EXCEPT WHERE OTHERWISE

DIMENSIONED OR DETAILED.

5. WHERE DEMOLITION OR RELATED WORK LEAVES FLOOR SURFACES WITH

IMPERFECTIONS OR NOT LEVEL TO TOLERANCES SPECIFIED FOR NEW WORK, PROVIDE

SELFLEVELING UNDERLAYMENT.

6. WHERE DEMOLITION WORK UNCOVERS OR LEAVES OPENINGS IN PARTITIONS OR

INCOMPLETE PARTITIONS, EXTEND, RESTORE, AND/OR CLOSE OPENING IN PARTITION AS

INDICATED AND/OR AS REQUIRED TO MAINTAIN FIRE RATINGS AND SMOKE BARRIERS.

MATCH EXISTING CONSTRUCTION, U.N.O., WITHIN THE LIMITS AND TOLERANCES FOR

MATERIALS AS SPECIFIED OR RECOMMENDED BY THE MANUFACTURER. REFINISH

SURFACES TO ALIGN FLUSH WITH EXISTING.

7. WHERE DEMOLITION WORK OR RELOCATION OF EXISTING ITEMS LEAVES UNFINISHED

SURFACES AND/OR SUBSTRATES, CUT AND PATCH AS REQUIRED TO RESTORE SUBSTRATE

AND/OR FINISH MATERIAL EVEN AND FLUSH WITH ADJOINING SURFACES. TEXTURE AND

REFINISH TO MATCH EXISTING U.N.O.

8. PROVIDE 2-HOUR RATED TEMPORARY DUST, SIGHT AND SOUND BARRIERS AS REQUIRED

BY APPROVED ICRA PLAN, AND WHEREVER NECESSARY, TO LIMIT THE AMOUNT OF NOISE,

DUST, VISUAL POLLUTION WITHIN AND AROUND THE FACILITY, TO MAINTAIN OCCUPANCY

AND USE OF OCCUPIED AREAS IN THE EXISTING BUILDING. THE EXACT LOCATION AND

QUANTITY OF TEMPORARY BARRIERS IS TO BE COORDINATED WITH COR AND

DETERMINED BY CONSTRUCTION SCHEDULE AND WORK SCHEDULE.

9. WHERE WORK REQUIRES THE REMOVAL OF ACOUSTICAL CEILINGS IN THE LEVEL BELOW

THE PROJECT AREA, CONTRACTOR SHALL CAREFULLY REMOVE THE CEILING AND

REINSTALL THE CEILING TO ORIGINAL CONDITION. IF CEILING COMPONENTS ARE

DAMAGED, THEY SHOULD BE REPLACED BY THE CONTRACTOR.

10. WHERE WORK REQUIRES THE REMOVAL OF GYPSUM OR PLASTER CEILINGS (E.G.

BATHROOMS) IN THE LEVEL BELOW THE PROJECT AREA, CONTRACTOR SHALL REMOVE

EXISTING CEILING OF THAT SPACE AND REPLACE THE EXISTING CEILING WITH A NEW

ACOUSTICAL CEILING SYSTEM (ACT-1).

11. WHERE WORK REQUIRES REMOVAL OF PIPE, CONDUIT, OR DUCT THROUGH A FLOOR

SLAB, CONTRACTOR SHALL PATCH THE PENETRATION THAT SAME DAY TO MAINTAIN THE

FIRE-RATED SLAB ASSEMBLY AND SAFE WORKING CONDITIONS.

1 3 4 5 7 10 11 12

13 14 15 16

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7 6 7 6 7 6 7 6 7 6 7 6 7 6 7 6 7 6 7 6

7 6 7 6 7 67 67 67 67 67 6

7 67 67 67 67 67 6

1 1 1

4 4

4 4

AI301

AI301

AI501

AI301

DOOR TAG

ROOM TAG

1 REVISION TAG

FIRE EXTINGUISHER CABINETFEC

FIRE EXTINGUISHERFE

KEYNOTE TAG

SECTION TAG

WALL TAG

A101

SIM

1 DETAIL TAG

INTERIOR ELEVATION TAG

REFERENCE LEGEND

CARD READER

G3.0

A101 1

EXISTING WALL

DEMOLISHED

WALL

NEW WALL

EXISTING DOOR

DEMOLISHED

DOOR

NEW DOOR

A101

CR

Room name

PUSH PLATE DOOR ACTUATORPP

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# SHEET KEY NOTES:

Revisions: Date

Drawing Title

Approved ANDREKA WATLINGTON

PROJECT ENGINEER

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER

SHEET NOTES:

E

D C

B A

2 3 4 5 6 7

E D

C B

A

1 2 3 4 5 6 7

Date Checked Drawn

FULLY SPRINKLERED

ACG Project Number

Headquarters

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420

/2

/2

:2

:1

P M

AD101

FIFTH FLOOR DEMOLITION PLAN

2 17RP/CK CK/AB

IMPROVE INPATIENT

PRIVACY (RENOVATE 5B)

DURHAM VA MEDICAL CENTER

508 FULTON STREET

DURHAM, NC 27705 6/28/2019

BID DOCUMENTS

558-18-150

1/8" = 1'-0"1

FIFTH FLOOR DEMOLITION PLAN

N

AREA OF WORK

KEY PLAN

SCALE: NO SCALE

0' 8'4' 16'

DocuSign Envelope ID: 2FA44C2E-4408-45AE-A0BD-F22DDA1267A3

7/2/2019

DOOR TAG

ROOM TAG

1 REVISION TAG

FIRE EXTINGUISHER CABINETFEC

FIRE EXTINGUISHERFE

KEYNOTE TAG

SECTION TAG

WALL TAG

A101

SIM

1 DETAIL TAG

INTERIOR ELEVATION TAG

REFERENCE LEGEND

CARD READER

G3.0

A101 1

EXISTING WALL

DEMOLISHED

WALL

NEW WALL

EXISTING DOOR

DEMOLISHED

DOOR

NEW DOOR

A101

CR

Room name

PUSH PLATE DOOR ACTUATORPP

1. ALL PENETRATIONS THROUGH FIRE RATED WALLS SHALL COMPLY WITH

NFPA 101 AND RELATED NFPA CODES.

2. PENETRATIONS SHALL BE FIRE STOPPED WITH FIRE BARRIER PRODUCTS

AS REQUIRED TO MAINTAIN FIRE RATINGS. INSTALL IN ACCORDANCE WITH

UL ASSEMBLIES AND MANUFACTURER'S INSTRUCTIONS FOR THEIR USE.

PRODUCTS MUST BE APPROVED BY COR PRIOR TO INSTALLATION.

3. SUBMIT SHOP DRAWINGS FOR APPROVAL SHOWING PENETRATIONS,

MATERIALS USED FOR FIRE RATING AND UL ASSEMBLY NO.

4. PROVIDE BLOCKING AT PARTITIONS AS REQUIRED FOR MOUNTING OF

FURNISHED AND NON-FURNISHED WALL-MOUNTED ITEMS.

5. VERIFY THAT CARRIERS TO BE USED FOR WALL MOUNTED SINKS AND

LAVATORIES ARE THE TYPE THAT WILL FIT WITHIN STUD WALLS SHOWN.

CONTACT ARCHITECT IF THERE IS A CONFLICT.

6. PROVIDE SUPPLEMENTAL FRAMING, INSULATION, AND FINISH MATERIALS

AS REQUIRED TO MAINTAIN PARTITION FIRE-RESISTANCE RATING AT

RECESSED ITEMS.

7. CONTRACTOR SHALL ARRANGE AN INSPECTION OF RATED PARTITIONS

WITH THE COR PRIOR TO INSTALLING CEILING.

8. ALL CURRENT APPLICABLE CODES SHALL BE APPLIED TO THIS PROJECT,

INCLUDING:

a. 2018 NFPA 101

b. 2018 NFPA 99

c. 2016 NFPA 13

d. 2016 NFPA 72

1 NEW EXPANSION JOINT COVER ASSEMBLY

2 PROVIDE CONT SHEET METAL BLOCKING FOR OFOI BIN

HANGING SYSTEM FROM 18" AFF TO 6'-6" AFF.

3 EXHAUST DUCT, REF TO MECH DRAWINGS.

4 PROVIDE (4) GUY WIRES ANCHORED TO ROOF TO SECURE

VERTICAL EXHAUST DUCT.

5 DUCT SUPPORT BRACKETS AT 48" OC.

6 PROVIDE 12"X12" ACCESS PANEL FOR CONDENSATE DRAIN

CONNECTION. MOUNT 24" AFF TO TOP.

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13 14 15 16

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PATIENT RM

B5008

CARE

STATION

B5009

PATIENT RM

B5010

PATIENT RM

B5011

PATIENT RM,

BARIATRIC

B5012

LOCKER

B5014

PATIENT RM

B5016 SOILED

UTILITY

B5018

CLEAN

SUPPLY

B5019

ALCOVE

B5020

PATIENT RM

B5021

PATIENT RM

B5022 PATIENT RM

B5024

PATIENT RM

B5025

PASSAGE

B5041

NOUR

B5026

MEDS

B5027

BATH

B5007A

CORRIDOR

B5040

BATH

B5008A

BATH

B5010A

BATH

B5011A

BATH

B5016A

BATH

B5024A

BATH

B5025A

BATH

B5021A

BATH

B5022A

STAIR

B5050

STAFF TLT

B5014A

PATIENT RM,

ISOLATION

B5028BATH

B5028A

ANTE

B5028B

PATIENT RM,

ISOLATION

B5029

BATH

B5029A

ANTE

B5029B

PATIENT RM,

BARIATRIC

B5007

CARE

STATION

B5005

EQUIP

B5004

BATH

B5012A

CARE

STATION

B5013

CARE

STATION

B5023

NURSE MGR

OFFICE

B5030

EQUIP

B5017

TEAM WORK

ROOM

B5031

FUTURE

PATIENT ROOM

FUTURE

PATIENT ROOM

STAFF

LOUNGE

B5015

N

Q

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R.1

AI301

AI301

AI301

OIT

B5003A

AI431 3

ELEC

B5017A

CR CRCRCR CR

CR

B5014

B5014A

B5015 B5016

B5016A

B5012

B5012A

B5011A

B5011 B5010

B5010A

B5019B5018

B5017A

B5017

B5041

B5026

B5020

B5008A

B5008

B5007

B5007A

B5004

B5040

B5003

B5031B5030

B5029

B5029C

B5029B

B5029A

B5028B5028B

B5028C

B5028A

B5027

B5021A

B5021 B5025

B5025A

B5024B5022

B5022A B5024A

AI301

AI431

AI431

AI431 10

AI431

AI401

1______________________

AI401

AI401

AI431 18

AI43115

AI431 20

AI431 21

AI4321

AI4326

AI4325

AI301

Sim

FECFEC

FEC

AI431

AI431

AI431

AI4315

AI431 5

AI431

AI431 24

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C O

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AI501

AI501

AI501

PP CR PP

CR

CR

CR

CR BIO

B5003

B5003A

EXISTING ROOF

EXISTING ROOF

EXISTING MECHANICAL PENTHOUSE

EXISTING

STAIR

TOWER

AI301

CR

CRB5050

EXISTING AHU-15

EXISTING MECH EQUIPMENT

EXISTING WALKPAD

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# SHEET KEY NOTES:

Revisions: Date

Drawing Title

Approved ANDREKA WATLINGTON

PROJECT ENGINEER

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER

SHEET NOTES:

E

D C

B A

2 3 4 5 6 7

E D

C B

A

1 2 3 4 5 6 7

Date Checked Drawn

FULLY SPRINKLERED

ACG Project Number

Headquarters

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420

/2

/2

:2

:4

P M

AI101

FIFTH FLOOR PLAN

3 17RP/CK CK/AB

IMPROVE INPATIENT

PRIVACY (RENOVATE 5B)

DURHAM VA MEDICAL CENTER

508 FULTON STREET

DURHAM, NC 27705 6/28/2019

BID DOCUMENTS

558-18-150

1/8" = 1'-0"1

FIFTH FLOOR PLAN

N

AREA OF WORK

KEY PLAN

SCALE: NO SCALE

0' 8'4' 16'

1. DIMENSIONS SHOWN ON THE FLOOR PLANS FOR NEW CONSTRUCTION ARE TO

CENTERLINE OF COLUMNS AND TO FACE OF INTERIOR PARTITIONS.

2. DO NOT SCALE DRAWINGS. IF DIMENSIONS ARE IN QUESTION, THE CONTRACTOR

SHALL BE RESPONSIBLE FOR OBTAINING CLARIFICATION FROM THE ARCHITECT

BEFORE CONTINUING WITH CONSTRUCTION.

3. ACCESSIBLE WATER CLOSETS SHALL BE MOUNTED SO THAT THERE IS 1'-6"

BETWEEN FACE OF THE CLOSEST ADJACENT SIDE WALL AND THE CENTERLINE OF THE

WATER CLOSET. THE FLUSH VALVE FOR ACCESSIBLE WATER CLOSETS SHALL BE

MOUNTED ON THE "MOST OPEN" SIDE OF THE WATER CLOSET AT 44" MAXIMUM A.F.F.

TO THE TOP.

4. FOR FURTHER DIMENSIONING, SEE SECTIONS, INTERIOR ELEVATIONS, AND

DETAILS.

5. ALIGN FINISHED FACE OF CONTINUOUS PARTITIONS THAT CHANGE PARTITION

TYPES ALONG A STRAIGHT RUN.

6. ALL PARTITIONS TO BE G4.0, UNLESS NOTED OTHERWISE.

7. ALL FURRING WALLS AROUND CHASES TO BE F4.0, UNLESS NOTED OTHERWISE.

8. ALL FURRING WALLS AROUND EXISTING COLUMNS TO BE F2.0, UNLESS NOTED

OTHERWISE.

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9' - 6 3/4" 20' - 0" 20' - 0" 20' - 0" 21' - 2" 20' - 0" 20' - 0" 10' - 6" 8' - 9"

11 3/4"

4' - 7 1/2"

V

IF

1/ 2"

8'

0"

V

IF

/2

1'

1"

VIF

14' - 4 1/2" 8' - 0"

VIF

14' - 0 3/4"

8' - 0"

7" TYP 1'

1"

PATIENT RM

B5008

CARE

STATION

B5009

PATIENT RM

B5010

PATIENT RM

B5011

PATIENT RM,

BARIATRIC

B5012

LOCKER

B5014 PATIENT RM

B5016

SOILED

UTILITY

B5018

STAFF

LOUNGE

B5015

CLEAN

SUPPLY

B5019

ALCOVE

B5020

PATIENT RM

B5021

PATIENT RM

B5022

PATIENT RM

B5024

PATIENT RM

B5025

PASSAGE

B5041

NOUR

B5026

MEDS

B5027

BATH

B5007A

CORRIDOR

B5040

BATH

B5008ABATH

B5010A

BATH

B5011A

BATH

B5016A

BATH

B5024A

BATH

B5025A

BATH

B5021A

BATH

B5022A

STAIR

B5050

STAFF TLT

B5014A

PATIENT RM,

ISOLATION

B5028

BATH

B5028A

ANTE

B5028B

PATIENT RM,

ISOLATION

B5029

BATH

B5029A

ANTE

B5029B

PATIENT RM,

BARIATRIC

B5007

CARE

STATION

B5005

EQUIP

B5004

BATH

B5012A

CARE

STATION

B5013

CARE

STATION

B5023

NURSE MGR

OFFICE

B5030

EQUIP

B5017 TEAM WORK

ROOM

B5031

OIT

B5003A

ELEC

B5017A

1'

1/

4"

10' - 0" 20' - 0" 13' - 9" 7' - 6" VIF 9' - 3 1/2"

8' - 2 1/4"

1' - 1 1/4"

6' - 4" 15' - 0 3/4" 7' - 5 1/4" 14' - 6 3/4" 9' - 3" 16' - 10"

7' - 1 1/4"

3/

4"

/2

6'

0"

3/

4"

7' - 0" TYP

9'

3" T

Y P

1'

1/

4" T

Y P

6'

7'

/2

7'

6" 5'

/2

3' - 2"

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

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

1'

1/

4" T

Y P

5'

7' - 11" 5' - 5 3/4"

2' - 6"

7'

0" T

Y P

9' - 3" TYP

1' - 5 1/4" TYP

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

2'

6" 3'

0"

2'

7"

1'

/4

2'

6"

G4.1 S4.2

S4.2 G4.1

F4.0

G6.0S F4.0

G4.2

G4.2

S4.2

G6.0 F6.0

F2.0

G4.0

G4.0SG4.1

G4.1G4.1

F4.0

G6.1

G4.0

G4.1

F4.0 G4.1 G4.1

G4.1

F4.0 F4.0

G6.0S

F4.0

F2.0

F2.0

F4.0 F4.0 F2.0

F2.0F4.0

F4.0 1'

1/

2" V

IF

1'

9" V

IF

1'

9" V

IF

F4.0 F2.0F4.0

F4.0

G4.0S

G4.0S

G4.0S

F4.0

G4.0S

F2.0

7'

0"

7'

0"

F2.0

F2.0

G4.0S

G4.0S

G4.0S

4'

6"

G4.0

BIO

B5003

1 PARTITION INTENDED TO BE CENTERED ON COLUMN LINE.

2 ALIGN NEW WALL FACE W/ EXISTING.

A

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G O 52644

P E

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A L

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11389

C

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C H A R

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IN

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# SHEET KEY NOTES:

Revisions: Date

Drawing Title

Approved ANDREKA WATLINGTON

PROJECT ENGINEER

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER

SHEET NOTES:

E

D C

B A

2 3 4 5 6 7

E D

C B

A

1 2 3 4 5 6 7

Date Checked Drawn

FULLY SPRINKLERED

ACG Project Number

Headquarters

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420

/2

/2

:2

:1

P M

AI102

FIFTH FLOOR DIMENSION PLAN

4 17RP/CK CK/AB

IMPROVE INPATIENT

PRIVACY (RENOVATE 5B)

DURHAM VA MEDICAL CENTER

508 FULTON STREET

DURHAM, NC 27705 6/28/2019

BID DOCUMENTS

558-18-150

N

AREA OF WORK

KEY PLAN

SCALE: NO SCALE

1/8" = 1'-0"1

FIFTH FLOOR DIMENSION PLAN

0' 8'4' 16'

EXP

EXP

7' - 6"8' - 6" 8' - 6" 8' - 6"

8' - 6" 8' - 0"

8' - 6"

8' - 6" 8' - 6" 8' - 6" 8' - 6"

8' - 6"

8' - 6"

8' - 6"

8' - 6" 8' - 6"

8' - 6"

8' - 6"

8' - 6" 8' - 6"

7' - 6"

8' - 0"

7' - 6"

8' - 0"

8' - 6"

8' - 6"

8' - 6"

7' - 6"

8' - 6"

8' - 0" 8' - 0"

8' - 0" 8' - 0" 8' - 0"

8' - 0" 8' - 0"

8' - 6"

8' - 6" 8' - 6"

8' - 0"

7' - 10"

8' - 0"

7' - 6"

7' - 10"

7' - 10"

7' - 6" 7' - 6" 7' - 6"

7' - 6"

8' - 0"

8' - 6"

8' - 6"

8' - 6"

8' - 6" 8' - 6"

7' - 10"

7' - 10" 7' - 10" 7' - 10" 7' - 10" 7' - 10" 7' - 10"7' - 10" 7' - 10"

8' - 0"

8' - 0" 8' - 0" 8' - 0" 8' - 0"8' - 0" 8' - 0" 8' - 0"

7' - 10"

7' - 6"

8' - 0"

8' - 0"

AI501

AI501

AI501

AI501

AI501

AI501

AI501

AI501

AI501

AI501

AI5013' - 0" 3' - 0" 3' - 0"

3' - 0" 3' - 0"

3' - 0" 3' - 0" 3' - 0"

3'

222 2

PATIENT RM

B5008

CARE STATION

B5009

PATIENT RM

B5010

PATIENT RM

B5011

PATIENT RM,

BARIATRIC

B5012

LOCKER

B5014

PATIENT RM

B5016

SOILED UTILITY

B5018

STAFF LOUNGE

B5015 CLEAN SUPPLY

B5019

ALCOVE

B5020 NOUR

B5026

MEDS

B5027

BATH

B5007A

CORRIDOR

B5040

BATH

B5008A

BATH

B5010A

BATH

B5011A

BATH

B5016A

STAIR

B5050

STAFF TLT

B5014A

PATIENT RM,

ISOLATION

B5028

BATH

B5028A

ANTE

B5028B

PATIENT RM,

ISOLATION

B5029

BATH

B5029A

ANTE

B5029B

PATIENT RM,

BARIATRIC

B5007

CARE STATION

B5005

EQUIP

B5004

BATH

B5012A

CARE STATION

B5013

NURSE MGR

OFFICE

B5030

EQUIP

B5017

TEAM WORK

ROOM

B5031

OIT

B5003A

ELEC

B5017A

BIO

B5003

1. THE CONTRACTOR SHALL CAREFULLY STUDY AND COMPARE THE REFLECTED CEILING

PLANS WITH THE ELECTRICAL LIGHTING PLANS, WITH THE MECHANICAL SUPPLY, RETURN AND

EXHAUST PLANS, AND WITH THE FIRE PROTECTION PLANS, AND CONTRACTOR SHALL REPORT

TO THE COR ANY INCONSISTENCY THAT HE MAY DISCOVER PRIOR TO PROCEEDING.

2. VERIFY THAT ACCESS PANELS OF APPROPRIATE SIZE AND TYPE ARE INSTALLED IN GYPSUM

BOARD CEILINGS OR SOFFITS, IN CEMENT PLASTER CEILINGS OR SOFFITS, AND IN OTHER

NON-ACCESSIBLE TYPE CEILINGS OR SOFFITS WHERE ACCESS, SERVICE OR ADJUSTMENT TO

MECHANICAL, PLUMBING OR ELECTRICAL ITEMS MAY BE REQUIRED. ACCESS PANELS SHALL

BE THE FIRE RATED TYPE EQUAL TO THE RATING OF THE CEILING OR SOFFIT IN WHICH THEY

OCCUR.

3. COORDINATE WITH COR ANY INSTANCE WHERE CEILING TILES ARE LESS THAN 4" IN WIDTH.

4. WHERE FIELD CONDITIONS CAUSE VARIATIONS IN THE REFLECTED CEILING PLAN, ANY

ADJUSTMENTS TO ITEM LOCATIONS SHALL BE COORDINATED WITH COR.

9. FRAME ELECTRICAL FIXTURES AND MECHANICAL DIFFUSERS. COORDINATE WITH

MECHANICAL & ELECTRICAL SUBCONTRACTORS.

10. CENTER DEVICES INCLUDING DOWNLIGHTS, SPRINKLER HEADS, AND HVAC GRILLES

SMALLER THAN 2 BY 2 FEET, IN CEILING TILES, U.N.O.

11. CENTER EXIT SIGNS OVER DOORS, U.N.O.

12. CEILING HEIGHTS TO BE 9'-0" A.F.F., U.N.O.

13. SOFFITS HEIGHTS TO BE 8'-0" A.F.F., U.N.O.

1 ALIGN SOFFIT W/ WALL.

2 CENTER SOFFIT ON COLUMN LINE.

3 CORRIDOR SOFFITS ARE INTENDED TO COORDINATE W/ LINEAR

LIGHT FIXTURE DIMENSIONS. CONTRACTOR SHALL OBTAIN

ACTUAL DIMENSIONS OF LIGHT FIXTURES AND FIELD VERIFY

THE PLACEMENT OF SOFFITS. COORDINATE ANY CHANGES

WITH COR.

4 ACCESS PANEL, 12"X12", TYPICAL AT BATHROOM CEILINGS.

COORDINATE LOCATION W/ COR FOR PROPER ACCESS TO HVAC

DAMPERS.

2'x4' Acoustical Tile

REFLECTED CEILING PLAN

LEGEND

Access Panel

Lay-in Light

EXP

Indirect Lay-in Light

2'x2' Acoustical Tile

Gypsum Board Ceiling

Recessed Downlight

Wall Mounted Light

Exit Sign

Strip Light

Supply

Return

Exhaust Air Grill

Elevation Marker

Under Cabinet Light

Recessed Heat Lamp

Exposed to Structure

Cubicle Curtain Track

Lift Track

Ceiling Mounted Equipment

8'-0" Spot Elevation Tag

9'-0"

Sprinkler Head

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# SHEET KEY NOTES:

Revisions: Date

Drawing Title

Approved ANDREKA WATLINGTON

PROJECT ENGINEER

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS PROJECT

SHEET NOTES:

E

D C

B A

2 3 4 5 6 7

E D

C B

A

1 2 3 4 5 6 7

Date Checked Drawn

FULLY SPRINKLERED

ACG Project Number

Headquarters

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420

/2

/2

:1

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P

M

AI121

FIFTH FLOOR REFLECTED CEILING

PLAN

5 17RP/CK CK/AB

IMPROVE INPATIENT

PRIVACY (RENOVATE 5B)

DURHAM VA MEDICAL CENTER

508 FULTON STREET

DURHAM, NC 27705 6/28/2019

BID DOCUMENTS

558-18-150

1/8" = 1'-0"1

FIFTH FLOOR REFLECTED CEILING PLAN

N

AREA OF WORK

KEY PLAN

SCALE: NO SCALE

0' 8'4' 16'

N Q RM P R.1

M

REMOVE GLAZED TILE

REMOVE GLAZED TILE

REMOVE GLAZED TILE

REMOVE CEILING ASSEMBLY

EXISTING DAMPPROOFING TO BE ADDRESSED UNDER ASBESTOS ABATEMENT

EXISTING CMU TO REMAIN

EXISTING CONC TO REMAIN

REMOVE INTEGRAL BLINDS, EXISTING

WINDOW FRAME AND GLAZING TO

REMAIN INTACT

TEMPORARILY REMOVE BRACKET

HOLDING INTERIOR AND EXTERIOR

GLAZING UNITS TOGETHER TO

FACILITATE REMOVAL OF BLINDS

TEMPORARILY REMOVE BRACKET

HOLDING INTERIOR AND EXTERIOR

GLAZING UNITS TOGETHER TO

FACILITATE REMOVAL OF BLINDS

REMOVE WINDOW LATCH, PREP FOR

NEW TAMPER-RESISTANT LATCH

REMOVE WINDOW LATCH, PREP FOR

NEW TAMPER-RESISTANT LATCH

M

2 1/2" METAL STUDS

5/8" GYP BD

6" METAL STUDS

5/8" GYP BD

1" RIGID INSULATION TO REPLACE EXISTING

SOLID SURFACE SILL, SLOPE TOP 3:12

WOOD BLOCKING

1"

CEILING SYSTEM

6"

MANUAL ROLLER SHADE

INSTALL TAMPER-RESISTANT W INDOW LATCH

INSTALL TAMPER-RESISTANT W INDOW LATCH

SEAL ALL EDGES OF WINDOW OPENING IN SHUT

POSITION, USE SEALANT COLOR MATCHED TO

WINDOW FRAME (BLACK)

NEW DAMPPROOFING SYSTEM

M

2 1/2" METAL STUDS

5/8" GYP BD

SOLID SURFACE SILL, SLOPE TOP 3:12

WOOD BLOCKING

1"

2 1/2" METAL STUDS

5/8" GYP BD

CEILING SYSTEM

6"

MANUAL ROLLER SHADE

INSTALL TAMPER-RESISTANT W INDOW LATCH

INSTALL TAMPER-RESISTANT W INDOW LATCH

SEAL ALL EDGES OF WINDOW OPENING IN SHUT

POSITION, USE SEALANT COLOR MATCHED TO

WINDOW FRAME (BLACK)

NEW DAMPPROOFING SYSTEM

M

4" METAL STUDS

5/8" GYP BD

OUTLINE OF W INDOW SILL AND FURRING BEYOND

OPEN TO PLENUM TO ALLOW VENTING

RETURN FURRING TO

EXTERIOR WALL

CEILING SUPPORT SYSTEM

6"

10" VIF

4" MIN

APPLY BLACKOUT FILM ON GLASS

INSTALL TAMPER-RESISTANT W INDOW LATCH

INSTALL TAMPER-RESISTANT W INDOW LATCH

SEAL ALL EDGES OF WINDOW OPENING IN SHUT

POSITION, USE SEALANT COLOR MATCHED TO

WINDOW FRAME (BLACK)

1" RIGID INSULATION TO REPLACE EXISTING

NEW DAMPPROOFING SYSTEM

1" 1"

1' - 6"

4 3/4"

3/

4"

DRILLED EPOXY ANCHOR

SET IN BRICK VENEER

DRILLED EPOXY ANCHOR

SET IN PRECAST VENEER

EXISTING MASONRY WALL

DUCT SUPPORT BRACKET @ 48" OC,

2"X2"X1/4" STEEL ANGLE W/ FULLY

WELDED CONNECTIONS,

GALVANIZED AND PAINTED

EXISTING ROOF

REF TO MECH FOR DUCT INFORMATION

ATTACH DUCT TO BRACKET W/

GALVANIZED STEEL STRAP

EXISTING CONC STRUCTURE

EXISTING LIGHT WEIGHT INSULATING CONC

EXISTING ROOF SYSTEM

PATCH ROOF SYSTEM AND INSULATING CONC AS REQUIRED

PREFABRICATED PIPE BOOT AND COMPRESSION RING

SEALANT

STEEL PIPE W/ FULLY-WELDED CAP, WELDED TO BASE

PLATE, GALVANIZED, PAINTED

STEEL EYE, GALVANIZED

FILL PIPE W/ PREFORMED URETHANE INSULATION

STEEL BASE PLATE, GALVANIZED

STEEL BOLTS, GALVANIZED

STEEL DISTRIBUTION PLATE, PRIMED

1'

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Revisions: Date

Drawing Title

Approved ANDREKA WATLINGTON

PROJECT ENGINEER

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS PROJECT

E

D C

B A

2 3 4 5 6 7

E D

C B

A

1 2 3 4 5 6 7

Date Checked Drawn

FULLY SPRINKLERED

ACG Project Number

Headquarters

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420

/2

/2

:1

:0

P

M

AI301

ARCHITECTURAL SECTIONS

6 17RP/CK CK/AB

IMPROVE INPATIENT

PRIVACY (RENOVATE 5B)

DURHAM VA MEDICAL CENTER

508 FULTON STREET

DURHAM, NC 27705 6/28/2019

BID DOCUMENTS

558-18-150

1/4" = 1'-0"1

TYPICAL BUILDING SECTION - 5TH FLOOR

3/4" = 1'-0"2

EXTERIOR WALL SECTION - DEMOLITION

3/4" = 1'-0"4

EXTERIOR WALL SECTION - AT HVAC EQUIP

3/4" = 1'-0"3

EXTERIOR WALL SECTION - TYPICAL

3/4" = 1'-0"5

EXTERIOR WALL SECTION - AT FURRING

0' 1'-0"6" 2'-0" 0' 1'-0"6" 2'-0"0' 1'-0"6" 2'-0" 0' 1'-0"6" 2'-0"0' 4'2' 8'

3/4" = 1'-0"6

EXTERIOR DUCT SUPPORT SECTION

0' 1'-0"6" 2'-0"

1 1/2" = 1'-0"7

TYPICAL GUY WIRE ANCHOR DETAIL

0' 6"3" 12"

0"

SLOPE UP 1/8":12"

+0.625"

+0.75"

1/8" HIGH THRESHOLD

+0.625"

+0.625"

SLOPE DN 1/4":12"

-0.5" +

.2

5'

4' - 0" VIF

2'

V

IF

INSTALL TOPPING SLAB AS REQUIRED TO ACHIEVE

SLOPES INDICATED, USE SAND/TOPPING MIX LISTED

FOR RANGE OF TOPPING THICKNESS REQUIRED,

REFER TO SPECIFICATIONS SECTION 033053 FOR

INSTALLATION REQUIREMENTS.

PATIENT RM

B5011

BATH

B5011A

REMOVE MAXIMUM 1/2" OF

EXISTING SLAB IN AREA

NECESSARY TO ACHIEVE

SLOPE TO DRAIN

0"

SLOPE UP 1/8":12"

+0.625"

+0.75"

1/8" HIGH THRESHOLD

+0.625"

+0.625"

-0.5"

SLOPE DN 1/4":12"

5'

1'

V

IF

5' - 0" VIF

PATIENT RM,

BARIATRIC

B5012

BATH

B5012A

INSTALL TOPPING SLAB AS REQUIRED TO ACHIEVE

SLOPES INDICATED, USE SAND/TOPPING MIX LISTED

FOR RANGE OF TOPPING THICKNESS REQUIRED,

REFER TO SPECIFICATIONS SECTION 033053 FOR

INSTALLATION REQUIREMENTS.

REMOVE MAXIMUM 1/2" OF

EXISTING SLAB IN AREA

NECESSARY TO ACHIEVE

SLOPE TO DRAIN

5'

-0.5"

3'

V

IF

1' - 10" VIF

SLOPE UP 1/8":12"

1/8" HIGH THRESHOLD

SLOPE DN 1/4":12"

+0.625"

+0.75"

+0.625"

+0.625"

0"

PATIENT RM,

ISOLATION

B5029

ANTE

B5029B

BATH

B5029A

INSTALL TOPPING SLAB AS REQUIRED TO ACHIEVE

SLOPES INDICATED, USE SAND/TOPPING MIX LISTED

FOR RANGE OF TOPPING THICKNESS REQUIRED,

REFER TO SPECIFICATIONS SECTION 033053 FOR

INSTALLATION REQUIREMENTS.

REMOVE MAXIMUM 1/2" OF

EXISTING SLAB IN AREA

NECESSARY TO ACHIEVE

SLOPE TO DRAIN

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Revisions: Date

Drawing Title

Approved ANDREKA WATLINGTON

PROJECT ENGINEER

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS PROJECT

E

D C

B A

2 3 4 5 6 7

E D

C B

A

1 2 3 4 5 6 7

Date Checked Drawn

FULLY SPRINKLERED

ACG Project Number

Headquarters

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420

/2

/2

:1

:0

P

M

AI401

ENLARGED FLOOR SLOPE PLANS

7 17RP/CK CK/AB

IMPROVE INPATIENT

PRIVACY (RENOVATE 5B)

DURHAM VA MEDICAL CENTER

508 FULTON STREET

DURHAM, NC 27705 6/28/2019

BID DOCUMENTS

558-18-150

N

AREA OF WORK

KEY PLAN

SCALE: NO SCALE

1/2" = 1'-0"1

ENLARGED FLOOR SLOPE PLAN - TYPICAL PATIENT ROOM

1/2" = 1'-0"2

ENLARGED FLOOR SLOPE PLAN - BARIATRIC ROOM

1/2" = 1'-0"3

ENLARGED FLOOR SLOPE PLAN - ISOLATION ROOM

0' 2'1' 4' 0' 2'1' 4'

0' 2'1' 4'

A5212

A1200A

U0001

3' - 9"

FILLER PANEL

AI541

AI541

3'

COUNTERTOP, SCRIBED TO WALL, SSM-1

BASE CABINET PLAM-1

SCHEDULED BASE

5'

3'

A5212

A1200A

A11102' - 1"

2' - 0"

8' - 0" NOMINAL

A1110

6'

N O

M

IN

A L

SCONCE

VITALS MONITOR MOUNT

TELEMETRY MONITOR MOUNT

BED BUMPERS

8'

EQUIPMENT RAIL, EACH SIDE, W / BOTTLE

SLIDE STANDARD

MEDICAL GASES

ELEC/DATA RECEPTACLES

LAMINATE FOR HEADWALL - WILSONART

SHAKER CHERRY 7935K-07

A1110

M1802

U0001

A1200A

A5212

3'

2' - 1"

2' - 0"

AI541

AI541

2' - 6"

3'

3'

PLAM-1 CABINET

SCHEDULED BASE

A5109A

A5080

A5205

2'

0"

A5109D

A5109D

2' - 1"

1' - 9"

TILE FULL HEIGHT OF WALL

SCHLUTER - DILEX-AHK TRANSITION BETWEEN

WALL TILE TO FLOOR TILE - TYPICAL ALL BATHROOMS

A1200A

2'

0"

A5205

A5080

A5075

A1066

1' - 3"

2'

0"

A5109

A5200

A5090

A1200A

3' - 3"

1' - 0"A5075

SCHLUTER - DILEX-AHK TRANSITION BETWEEN

WALL TILE TO FLOOR TILE - TYPICAL ALL BATHROOMS

TILE FULL HEIGHT OF WALL

A1200A

A5109

A5200

A5109A

A5175

A5109D

6"

2' - 3"

1' - 4"

1' - 6"

TILE FULL HEIGHT OF WALL

SCHLUTER - DILEX-AHK TRANSITION BETWEEN

WALL TILE TO FLOOR TILE - TYPICAL ALL BATHROOMS

2' - 0" 2' - 6"

AI541

AI541

A5075

A5080

A5106S A5106G

3'

SSM-1 COUNTERTOP AND

BACKSPLASH

PLAM-1 FINISHED END PANEL

PLAM-1 BASE CABINETS

A1200B

A5212

3' - 9"

3'

AI541

AI541

SSM-1 COUNTERTOP

AND BACKSPLASH

PLAM BASE CABINET

SCHEDULE BASE

5'

A1110

A1200B

A1110

U0001

A1200A

SCONCE

VITALS MONITOR MOUNT

TELEMETRY MONITOR MOUNT

BED BUMPERS

EQUIPMENT RAIL, EACH SIDE, W / BOTTLE

SLIDE STANDARD

MEDICAL GASES

ELEC/DATA RECEPTACLES

M1802

LAMINATE FOR HEADWALL - WILSONART

SHAKER CHERRY 7935K-07

A1110

M1802

U0001 A1200B

A5212

3'

2' - 0"

2' - 1"

6' - 3" (4 EQ)

3' - 5" 2' - 9" 3' - 0"

AI541

6" 2'

1'

2'

0" K4665

R7000

AI541

AI541

A5075

A5080

PLAM-1 WALL CABINETS AND SLOPED TOP

SSM-3 COUNTERTOP AND BACK WALL PANEL

PLAM-1 FINISHED END PANEL

PLAM-1 BASE CABINETS

SCHEDULED BASE

A1200B

A5090

A5200

A5109

1' - 0" 3' - 6"

TILE FULL HEIGHT OF WALL

SCHLUTER - DILEX-AHK TRANSITION

BETW EEN WALL TILE TO FLOOR TILE -

TYPICAL ALL BATHROOMS

A5205

A1200B

A5109C

A5109D

A5175

6"

4' - 2"

10"

1' - 4"

TILE FULL HEIGHT OF WALL

SCHLUTER - DILEX-AHK TRANSITION BETWEEN

WALL TILE TO FLOOR TILE - TYPICAL ALL BATHROOMS

A5080

A5075

A1066

A5080

A1066

A5075

A5109

A5200

A1200B

SCONCE - REF TO ELEC

1' - 6"

6"

1' - 9"

SCHLUTER-SCHIENE SIDE CAP

SCHLUTER - DILEX-AHK TRANSITION BETWEEN

WALL TILE TO FLOOR TILE - TYPICAL ALL BATHROOMS

TILE FULL HEIGHT OF WALL

A5080

A5075 M3150A

M3150

R6400

AI541

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

AI541

AI541

2'

0"

2'

2'

0"

1'

2'

6"

R6200

F2017

K4665

6' - 3" (6 EQ)

2' - 6" 2' - 3"

AI541

AI541

A5075 A5080

AI541

AI541

PLAM-1 WALL CABINETS AND

TOP SLOPE

SSM-3 COUNTERTOP AND BACK WALL PANEL

PLAM-1 BASE CABINET

R4750

R6200L

R6200

AI541

3'

2'

0"

FINISHED END PANELS IN CORNER

SSM-3 COUNTERTOP AND BACK WALL PANEL

1'

AI541

AI541

2'

3'

1'

1' - 0"

5' - 0"

SSM-2 TRANSACTION TOP

AND FRONT PANEL

SSM-1 TOP CAP

PLAM-1 PANEL

1/4" RECESS BRUSHED ALUMINUM

REVEALS

PROVIDE PLAM-2 FINISHED END PANEL FOR

TRANSACTION TOP

WORK STATIONS PROVIDED BY OTHERS

AI541

AI541

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11389

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S . KEEN

C H A R

LOTTE , NORTH

CA

RO

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Revisions: Date

Drawing Title

Approved ANDREKA WATLINGTON

PROJECT ENGINEER

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS PROJECT

E

D C

B A

2 3 4 5 6 7

E D

C B

A

1 2 3 4 5 6 7

Date Checked Drawn

FULLY SPRINKLERED

ACG Project Number

Headquarters

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420

/2

/2

:1

:0

P

M

AI431

INTERIOR ELEVATIONS

8 17RP/CK CK/AB

IMPROVE INPATIENT

PRIVACY (RENOVATE 5B)

DURHAM VA MEDICAL CENTER

508 FULTON STREET

DURHAM, NC 27705 6/28/2019

BID DOCUMENTS

558-18-150

1/4" = 1'-0"1

TYPICAL PATIENT ROOM - WEST

1/4" = 1'-0"2

TYPICAL PATIENT ROOM - NORTH

1/4" = 1'-0"3

TYPICAL PATIENT ROOM - EAST

1/4" = 1'-0"4

TYPICAL PATIENT ROOM - SOUTH

1/4" = 1'-0"5

PERSONAL PROTECTIVE EQUIPMENT CABINET

1/4" = 1'-0"6

TYPICAL PATIENT BATHROOM - WEST

1/4" = 1'-0"7

TYPICAL PATIENT BATHROOM - NORTH

1/4" = 1'-0"8

TYPICAL PATIENT BATHROOM - EAST

1/4" = 1'-0"9

TYPICAL PATIENT BATHROOM - SOUTH

1/4" = 1'-0"10

SOILED UTILITY

1/4" = 1'-0"11

BARIATRIC PATIENT ROOM - WEST

1/4" = 1'-0"12

BARIATRIC PATIENT ROOM - NORTH

1/4" = 1'-0"13

BARIATRIC PATIENT ROOM - EAST

1/4" = 1'-0"14

BARIATRIC PATIENT ROOM - SOUTH

1/4" = 1'-0"15

STAFF LOUNGE

1/4" = 1'-0"16

BARIATRIC BATHROOM - WEST

1/4" = 1'-0"17

BARIATRIC BATHROOM - NORTH

1/4" = 1'-0"18

BARIATRIC BATHROOM - EAST

1/4" = 1'-0"19

BARIATRIC BATHROOM - SOUTH

1/4" = 1'-0"20

MEDICATIONS

1/4" = 1'-0"21

NOURISHMENT - EAST

1/4" = 1'-0"22

NOURISHMENT - SOUTH

1/4" = 1'-0"23

CARE STATION - NORTH

1/4" = 1'-0"24

CARE STATION - EAST

0' 4'2' 8'

0' 4'2' 8'

0' 4'2' 8'

0' 4'2' 8'

0' 4'2' 8'

0' 4'2' 8'

0' 4'2' 8'

0' 4'2' 8'

0' 4'2' 8'

0' 4'2' 8'

0' 4'2' 8'

0' 4'2' 8'

0' 4'2' 8'

0' 4'2' 8'

0' 4'2' 8'

0' 4'2' 8'

0' 4'2' 8'

0' 4'2' 8'

0' 4'2' 8'

0' 4'2' 8'

0' 4'2' 8'

0' 4'2' 8'

0' 4'2' 8'

0' 4'2' 8'

NURSE STATION

A1200C

A5212

3'

3' - 9"

AI541

AI541

SSM-1 COUNTERTOP

AND BACKSPLASH

PLAM-1 BASE CABINET5'

A1110

M1802

U0001

A1200C

A5212

3'

2' - 1"

2' - 0"

U0001

M1802

A1110

A1200C

6'

8' - 0" NOMINAL

SCONCE

VITALS MONITOR MOUNT

TELEMETRY MONITOR MOUNT

BED BUMPERS

EQUIPMENT RAIL, EACH SIDE, W / BOTTLE

SLIDE STANDARD

MEDICAL GASES

ELEC/DATA RECEPTACLES

LAMINATE FOR HEADWALL - WILSONART

SHAKER CHERRY 7935K-07

A1200C

A5212

3'

" 2' - 0"

2' - 1"

6" 2'

4'

2' - 6"

A5080

A5075

AI541

A5109B

A5109A

A5109

A5200

A5175

A5109D 8"

2' - 0"

6"

6"

1' - 6"

SCHLUTER - DILEX-AHK TRANSITION BETWEEN

WALL TILE TO FLOOR TILE - TYPICAL ALL BATHROOMS

TILE FULL HEIGHT OF WALL

A5109

A5090

A5200

1' - 0"

A5109D

TILE FULL HEIGHT OF WALL

SCHLUTER - DILEX-AHK TRANSITION BETWEEN

WALL TILE TO FLOOR TILE - TYPICAL ALL BATHROOMS

A5080

A5075

A5205

A5109A

A5109B

A1066

A5080

A5075

2'

0"

2' - 6"

6"

2' - 9"

1' - 3"

F

U

LL

T

IL

E S

TILE FULL HEIGHT OF WALL

SCHLUTER - DILEX-AHK TRANSITION BETWEEN

WALL TILE TO FLOOR TILE - TYPICAL ALL BATHROOMS

SCHLUTER-SCHIENE SIDE CAP

3'

GRAB BAR

1'

0"

TOILET PAPER

DISPENSER

(VERIFY HGT W/ COR

AND VA FURNISHED

EQUIP INFO)

3'

SOAP DISPENSER

WALL MOUNTED

3'

MIRROR

2'

SANITARY NAPKIN

DISPOSAL

3'

WALL MOUNT

PAPER TOWEL DISPENSER

4'

TOWEL BAR

4'

ROBE HOOK

2'

0"

LAVATORY

WALL MOUNTED

1'

TOILET

1'

0"

TOILET PAPER

DISPENSER

(VERIFY HGT W/ COR

AND VA FURNISHED

EQUIP INFO)

SHOWER

HEAD

FIRE

EXTINGUISHER

T O

T O

P O

F T

A N

K

3'

CABINET PER SPECS

1'

URINAL

3'

/2

1'

3'

3'

/2

2'

SERVICE SINK

WALL MOUNTED

1'

TYPICAL MOUNTING

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11389

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Revisions: Date

Drawing Title

Approved ANDREKA WATLINGTON

PROJECT ENGINEER

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS PROJECT

E

D C

B A

2 3 4 5 6 7

E D

C B

A

1 2 3 4 5 6 7

Date Checked Drawn

FULLY SPRINKLERED

ACG Project Number

Headquarters

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420

/2

/2

:1

:1

P

M

AI432

INTERIOR ELEVATIONS

9 17RP/CK CK/AB

IMPROVE INPATIENT

PRIVACY (RENOVATE 5B)

DURHAM VA MEDICAL CENTER

508 FULTON STREET

DURHAM, NC 27705 6/28/2019

BID DOCUMENTS

558-18-150

1/4" = 1'-0"1

ISOLATION PATIENT ROOM - WEST

1/4" = 1'-0"2

ISOLATION PATIENT ROOM - NORTH

1/4" = 1'-0"3

ISOLATION PATIENT ROOM - EAST

1/4" = 1'-0"4

ISOLATION PATIENT ROOM - SOUTH

1/4" = 1'-0"5

ISOLATION ANTEROOM

1/4" = 1'-0"6

ISOLATION BATHROOM - WEST

1/4" = 1'-0"7

ISOLATION BATHROOM - NORTH

1/4" = 1'-0"8

ISOLATION BATHROOM - EAST

1/4" = 1'-0"9

ISOLATION BATHROOM - SOUTH

SPECIALTY EQUIPMENT SCHEDULE (BASIS OF DESIGN)

Type Mark Description

Furnish -Install Manufacturer Model

A1012

A1030 LOCKER, 3-TIER CFCI REFER TO SPECIFICATIONS REFER TO SPECIFICATIONS

A1066 MIRROR, FRAMED, 24"x36" CFCI BOBRICK, OR EQUAL B-290

A1110 PATIENT BED SERVICE WALL CFCI REFER TO SPECIFICATIONS REFER TO SPECIFICATIONS

A1200A LIFT, PATIENT, CEILING-MOUNT, 600 LB CAPACITY CFCI BARRIER FREE LIFTS UNILIFT

A1200B LIFT, PATIENT, CEILING-MOUNT, 1,000 LB CAPACITY CFCI BARRIER FREE LIFTS UNILIFT

A1200C LIFT, PATIENT, CEILING-MOUNT, 600 LB CAPACITY CFCI BARRIER FREE LIFTS UNILIFT

A5075 DISPENSER, SOAP, WALL-MOUNT OFCI N/A N/A

A5080 DISPENSER, PAPER TOWEL, WALL-MOUNT OFCI BOBRICK, OR EQUAL B-262

A5090 DISPOSAL, SANITARY NAPKIN CFCI BOBRICK, OR EQUAL B-254

A5106G GLOVE DISPENSER, OFOI OFCI BOBRICK, OR EQUAL B-262

A5106S DISPOSAL, SHARPS OFCI N/A N/A

A5109 GRAB BAR COMBINATION (42", 36", 18") CFCI BOBRICK, OR EQUAL B-5806

A5109A GRAB BAR (42") CFCI BOBRICK, OR EQUAL B-5806

A5109B GRAB BAR (36") CFCI BOBRICK, OR EQUAL B-5806

A5109C GRAB BAR (60") CFCI BOBRICK, OR EQUAL B-5806

A5109D GRAB BAR (18") CFCI BOBRICK, OR EQUAL B-5806

A5175 SOAP DISH CFCI BOBRICK, OR EQUAL B-4390

A5180 CUBICLE CURTAIN TRACK CFCI REFER TO SPECIFICATIONS

AND INTERIOR FINISH

SCHEDULE

REFER TO SPECIFICATIONS

AND INTERIOR FINISH

SCHEDULE

A5200 DISPENSER, TOILET PAPER OFCI N/A N/A

A5205 TOWEL BAR CFCI BOBRICK, OR EQUAL B-530

A5212 BRACKET, TELEVISION, WALL-MOUNT OFCI N/A N/A

E0954 CART, RESUSCITATION OFOI N/A N/A

E0974A SHELVING, MOBILE, BASE ONLY, 42"X18" OFOI N/A N/A

E0974B SHELVING, MOBILE, BASE ONLY, 36"X18" OFOI N/A N/A

E0974C SHELVING, MOBILE, BASE ONLY, 48"X18" OFOI N/A N/A

E0975A SHELVING, MOBILE, 48"X18" OFOI N/A N/A

F0530 CART, WASTE OFOI N/A N/A

F2017 WASTE CAN OFOI N/A N/A

F2017L WASTE CAN, LARGE OFOI N/A N/A

F2020 WASTE CAN, LARGE ROUND OFOI N/A N/A

F2100 WASTE CAN, PHARMACEUTICAL OFOI N/A N/A

K660 MICROWAVE, WIPE WARMER OFOI N/A N/A

K4665 MICROWAVE OFOI N/A N/A

M1801 COMPUTER, DESKTOP W/ DUAL MONITORS OFOI N/A N/A

M1802 COMPUTER, WALL BRACKET MOUNTED OFOI N/A N/A

M1810 COPIER, FLOOR, MULTI-FUNCTION OFOI N/A N/A

M2050A SHELVING, MOBILE, 60"X24" OFOI N/A N/A

M2050B SHELVING, MOBILE, 72"X24" OFOI N/A N/A

M3070 HAMPER, LINEN OFOI N/A N/A

M3110 WARMER, BLANKET OFOI N/A N/A

M3150 DISPENSER, MEDICATION, MAIN OFOI TBD TBD

M3150A DISPENSER, MEDICATION, DOUBLE TOWER OFOI N/A N/A

M4116 MONITOR, VITALS, PORTABLE OFOI N/A N/A

M4255 STAND, IV OFOI N/A N/A

M4880A BRACKET, TELEMETRY MONITOR, WALL-MOUNT OFCI N/A N/A

M7010 BED, PATIENT OFOI N/A N/A

M7040 TABLE, OVERBED OFOI N/A N/A

M8080 LIFT, PATIENT, PORTABLE OFOI N/A N/A

R4750 ICE MAKER, COUNTERTOP OFCI TBD TBD

R6200 REFRIGERATOR, UNDERCOUNTER OFOI N/A N/A

R6200L REFRIGERATOR, UNDERCOUNTER, LOCKABLE OFOI N/A N/A

R6400 REFRIGERATOR, UNDERCOUNTER, MEDICATION OFOI N/A N/A

R7000 REFRIGERATOR, DOMESTIC OFOI N/A N/A

U0001 MANUFACTURED CASEWORK. ITEM SHALL INCLUDE ADA

SINK/COUNTER, ADA SINK ENCLOSURE, FAUCET ASSEMBLY,

UPPER GLOVE CABINET, EQUIPMENT RAIL, AND ALL

NECESSARY SUPPORTS AND CLOSURE PIECES.

SINK/COUNTER SHALL BE INTEGRAL SOLID SURFACE

MATERIAL SSM-1 AS SPECIFIED ON INTERIOR FINISH

DRAWINGS. OTHER EXPOSED SURFACES SHALL BE FINISHED

W/ DURAWRAP 'LIGHT BROWN WALNUT 76', OR EQUAL.

PROVIDE MOCK-UP OF MANUFACTURERED CASEWORK.

CFCI HERMAN MILLER COMPASS SYSTEM

U0020 CART, OXYGEN CYLINDER OFOI N/A N/A

U1001 SUPPLY BINS, HANGING, SMALL OFOI N/A N/A

U1002 SUPPLY BINS, HANGING, LARGE OFOI N/A N/A

UD100 INTERACTIVE DISPLAY OFOI SMART TECHNOLOGIES TBD

UH200 HANGER, BIN SYSTEM, WALL-MOUNT OFOI N/A N/A

UM001 BRACKET, PATIENT TRACKING MONITOR, WALL-MOUNT OFCI N/A N/A

UM002 BRACKET, BED MANAGEMENT SYSTEM MONITOR,

WALL-MOUNT

OFCI N/A N/A

0' 4'2' 8'

0' 4'2' 8'

0' 4'2' 8'

0' 4'2' 8'

0' 4'2' 8'

0' 4'2' 8'

0' 4'2' 8'

0' 4'2' 8' 0' 4'2' 8'

NOTE:

SEE SPECIFICATION SECTIONS 010180 AND 010190

FOR REQUIREMENTS ABOUT SPECIALTY EQUIPMENT

6"

C E

IL

IN

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LA

N

V A

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S

S E

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C

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CEILING PLAN

VARIES - SEE REFLECTED

METAL STUDS @ 16" O.C.

BRACED TO STRUCTURE

ABOVE

5/8" GYP BD

CEILING AS SCHEDULED

CONTINUOUS CORNER

BEAD

METAL STUD BRACE

@ 4'-0" O.C.

6"

C E

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V A

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METAL STUDS @ 16" O.C.

BRACED TO STRUCTURE

ABOVE

5/8" GYP BD

CEILING AS SCHEDULED

CONTINUOUS CORNER

BEAD

CEILING PLAN

VARIES - SEE REFLECTED

METAL STUDS @ 16" O.C.

BRACED TO STRUCTURE

ABOVE

5/8" GYP BD

CEILING AS SCHEDULED

6" C

E

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CONTINUOUS CORNER

BEAD

SEISMIC EXPANSION JOINT. COORDINATE

BLOCK-OUT WITH MFR. AND FINISH. TOP OF

JT. TO BE FLUSH WITH FLOOR FINISH

EXISTING WIDTH

ADHESIVE PER

MANUFACTURER'S

SPECIFICATIONS

RESILIENT FLOORING

SEALED CONCRETE

REDUCER STRIP

SCHLUTER - DECO TRANSISTION

LUXURY VINYL TILE

SHEET VINYL

ADHESIVE

DOOR

TILE

RESILIENT FLOORING

MARBLE THRESHOLD

TO MATCH TILE

SETTING BED

ADHESIVE PER MANUFACTURERS

SPECIFICATIONS

ADHESIVE PER

MANUFACTURER'S

SPECIFICATIONS

RESILIENT FLOORING

FLOOR TILE

REDUCER STRIP

BY JOHNSONITE

FLOOR TO BE FEATHERED

AND SLOPED TO MEET

CARPET AT SAME HEIGHT

5/8" GYP BD

4" METAL STUDS

FINISHED FLOOR

SOLID SURFACE CAP W/ EASED

EDGES, 1/2" THICK

BASE AS SCHEDULED

SOLID SURFACE TRIM, W RAP

AROUND END OF WALL

3'

/4

4"

1"

STAINLESS STEEL TOP CAP

PREFABRICATED

COVE FORM

SHEET FLOORING

AS SCHEDULED

6" U

N O

ALL SEAMS, COVES, AND

CORNERS SHALL BE SMOOTH

TO ALLOW EASE OF CLEANING

SLOPE FLOOR MINIMUM 1/4" PER FOOT

TO SHOWER DRAIN

WATERPROOFING MEMBRANE - INSTALL

PER MANUFACTURER'S INSTRUCTIONS

TILE

SHOWER DRAIN - SEE PLUMBING

BACKER BOARD

CEILING AS SCHEDULED

ROD SPACING PER MANUFACTURER REQUIREMENTS

NOTE: SEE SPECIFICATION SECTION 117300 FOR REQUIREMENTS FOR

CEILING MOUNTED PATIENT LIFT SYSTEMS. SUPPORTS AND

ANCHORAGE FOR LIFT SYSTEMS ARE THE RESPONSIBILITY OF THE

CONTRACTOR AND MANUFACTURER AND MUST BE DESIGNED BY A

STRUCTURAL ENGINEER ENGAGED BY THE MANUFACTURER. THE

STRUCTRUAL SUPPORT DESIGN MUST BE SUBMITTED AS PART OF THE

SHOP DRAWINGS.

EXISTING CONC STRUCTURE

THREADED ROD PER MANUFACTURER REQUIREMENTS

H-TRACK SUPPORT BY MANUFACTURER

TRAVEL TRACK SUPPORT BY MANUFACTURER

ANCHOR RODS TO CONC STRUCTURE

CEILING AS SCHEDULED

ROD SPACING PER MANUFACTURER REQUIREMENTS

NOTE: SEE SPECIFICATION SECTION 117300 FOR REQUIREMENTS FOR

CEILING MOUNTED PATIENT LIFT SYSTEMS. SUPPORTS AND

ANCHORAGE FOR LIFT SYSTEMS ARE THE RESPONSIBILITY OF THE

CONTRACTOR AND MANUFACTURER AND MUST BE DESIGNED BY A

STRUCTURAL ENGINEER ENGAGED BY THE MANUFACTURER. THE

STRUCTRUAL SUPPORT DESIGN MUST BE SUBMITTED AS PART OF THE

SHOP DRAWINGS.

EXISTING CONC STRUCTURE

THREADED ROD PER MANUFACTURER REQUIREMENTS

SPACE BETWEEN TRACK AND CEILING BASED ON

MANUFACTURER TRACK DEPTH

TRAVEL TRACK SUPPORT BY MANUFACTURER

ANCHOR RODS TO CONC STRUCTURE

CEILING GRID

ACOUSTICAL CEILING TILE

ACCEPTABLE REGION OF ACOUSTICAL TILE FOR

PENETRATION OF THREADED ROD, TYPICAL

1/2"

1/ 2"

1/ 2"

1/2"

THREADED ROD SUPPORT

NOTE: THREADED RODS SHALL

PENETRATE NEAR EDGES OF TILES

TO ALLOW FOR SIMPLE NOTCHING

OF CEILING TILES AROUND RODS.

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11389

C

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LEN

S . KEEN

C H A R

LOTTE , NORTH

CA

RO

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IN

A

Revisions: Date

Drawing Title

Approved ANDREKA WATLINGTON

PROJECT ENGINEER

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS PROJECT

E

D C

B A

2 3 4 5 6 7

E D

C B

A

1 2 3 4 5 6 7

Date Checked Drawn

FULLY SPRINKLERED

ACG Project Number

Headquarters

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420

/2

/2

:1

:1

P

M

AI501

INTERIOR DETAILS

10 17RP/CK CK/AB

IMPROVE INPATIENT

PRIVACY (RENOVATE 5B)

DURHAM VA MEDICAL CENTER

508 FULTON STREET

DURHAM, NC 27705 6/28/2019

BID DOCUMENTS

558-18-150

1 1/2" = 1'-0"1 CEILING - Soffit Detail - Extended

1 1/2" = 1'-0"2 CEILING - Soffit Detail - Bulkhead

1 1/2" = 1'-0"3 CEILING - Soffit Detail - at Wall

3" = 1'-0"4 FLOOR - Expansion Joint - 2nd Floor

1" = 1'-0"5 FLOOR - Transition Detail - Concrete to Reslient Floor

1" = 1'-0"6 FLOOR - Transition Detail - LVT to SV

1" = 1'-0"7 FLOOR - Transition Detail - Resilient Floor to Tile at Door

1" = 1'-0"8 FLOOR - Transition Detail - Tile to Resilient Floor

0' 3" 6" 0' 1'6" 2' 0' 1'6" 2' 0' 1'6" 2' 0' 1'6" 2'

0' 6"3" 12" 0' 6"3" 12" 0' 6"3" 12"

1 1/2" = 1'-0"9

PARTIAL HEIGHT WALL DETAIL

0' 6"3" 12"

3" = 1'-0"10 FLOOR - Cove Base Detail

0' 3" 6"

1 1/2" = 1'-0"11 FLOOR - Shower Floor Detail

0' 6"3" 12"

1 1/2" = 1'-0"12

TYPICAL CEILING LIFT MOUNTING DETAIL - AT H-TRACK

1 1/2" = 1'-0"13

TYPICAL CEILING LIFT MOUNTING DETAIL - AT BATHROOM TRACK

3/4" = 1'-0"14

TYPICAL CEILING LIFT PENETRATION DETAIL

0' 6"3" 12"0' 6"3" 12" 0' 1'-0"6" 2'-0"

NOTE: SEE MILLWORK

GENERAL NOTES FOR

CABINET CONSTRUCTION

BACKSPLASH-ENDSPLASH

WHERE MILLWORK ABUTS WALL

FILE HANGER BAR - EACH

SIDE - TYP.

4" WIRE PULLS TO BE

MOUNTED 2" FROM TOP OF

DRAWER AND CENTERED ON

WIDTH OF DRAWER

SCHEDULED BASE

WOOD BLOCKING

CONTINUOUS CAULK

3"

/8

E Q

/8

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AI541

U.N.O.

2' - 0"

WIRE PULL TO BE

CENTERED HORIZONTALLY

AND VERTICALLY ON FACE

OF DRAWER

WOOD BLOCKING

ADJUSTABLE SHELF

BACK PANEL TO BE FACED IN MELAMINE

ALL SIDES OF DOOR TO BE

FACED IN PLASTIC LAMINATE

FRONT LATERAL BRACE

BACKSPLASH-ENDSPLASH

WHERE MILLWORK ABUTS

WALL

CONTINUOUS CAULK

NOTE: SEE MILLWORK

GENERAL NOTES FOR

CABINET CONSTRUCTION

WIRE PULL CENTERED BOTH

HORIZONTALLY AND VERTICALLY

ON DRAWER

WIRE PULL

4"

3"

SCHEDULED BASE

2' - 0"

/4

/8

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AI541

BACKER SHEET (TYP)

FOR UNEXPOSED SURFACES

MOUNT OUTLET IN MILLWORK;

COORDINATE WITH ELECTRICAL

MICROWAVE. VERIFY SIZE AND

MANF. INSTALLATION PRIOR TO

FABRICATION OF MILLWORK TO

CONFIRM SHELF DEPTH REQUIRED

BY MICROW AVE.

3"

/8

/8

V A

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V A

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BACKSPLASH-ENDSPLASH

WHERE MILLWORK ABUTS

WALL

CONTINUOUS CAULK

4" WIRE PULL CENTERED

HORIZONTALLY ON DRAWER

SCHEDULED BASE

INTERIOR FINISH OF MILLWORK

SHOULD MATCH EXTERIOR

2' - 0"

WOOD BLOCKING

AI541

WOOD BLOCKING

BACK PANEL TO BE FACED IN MELAMINE

ALL SIDES OF DOOR TO BE

FACED IN PLASTIC LAMINATE

FRONT LATERAL BRACE

BACKSPLASH-ENDSPLASH

WHERE MILLWORK ABUTS

WALL

CONTINUOUS CAULK

NOTE: SEE MILLWORK

GENERAL NOTES FOR

CABINET CONSTRUCTION

WIRE PULL

3"

SCHEDULED BASE

2' - 0"

/8

V

A R

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S

S

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E L E

V A

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IO

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AI541

HANGING ROD

3"

WOOD BLOCKING

ADJUSTABLE SHELF

BACK PANEL TO BE FACED IN MELAMINE

ALL SIDES OF DOOR TO BE

FACED IN PLASTIC LAMINATE

FRONT LATERAL BRACE

BACKSPLASH-ENDSPLASH

WHERE MILLWORK ABUTS

WALL

CONTINUOUS CAULK

NOTE: SEE MILLWORK

GENERAL NOTES FOR

CABINET CONSTRUCTION

WIRE PULL CENTERED BOTH

HORIZONTALLY AND VERTICALLY

ON DRAWER

WIRE PULL

4"

3"

SCHEDULED BASE

2' - 0"

/4

/8

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AI541

SAFE, OFCI, ANCHORED TO CASEWORK

FINISHED END PANEL, PLASTIC

LAMINATE ON 3/4" HIGH

DENSITY FIBERBOARD

UNDER-COUNTER

EQUIPMENT (N.I.C.) -

COORDINATE WITH EQUIPMENT

BACK AND SIDE PANELS

TO BE FACED IN LAMINATE TO

MATCH ADJACENT BASE

CABINET

COORDINATE ELECTRICAL W/

ELECTRICAL DRAWINGS

NOTE: SEE MILLWORK

GENERAL NOTES FOR

CABINET CONSTRUCTION

BACKSPLASH-ENDSPLASH WHERE

MILLWORK ABUTS WALL

CONTINUOUS CAULK

2' - 0"

V A

R

IE

S

S E

E E

L E

V A

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N

SCHEDULED BASE

WOOD BLOCKING

SCHEDULED BASE

2" WIDE FILLET OVER EACH

LONGITUDINAL BRACE AND ALL

SIDE/END PANELS

BACKSPLASH-

ENDSPLASH

WHERE MILLWORK

ABUTS WALL

NOTE: SEE MILLWORK

GENERAL NOTES FOR

CABINET CONSTRUCTION

V A

IR

E

S S

E E

E L

E V

A T

IO

N

U.N.O.

2' - 0"

CONTINUOUS CAULK

/2

MAX.

9" LC DRAIN

REFER TO PLUMBING

DRAWINGS FOR SINK AND

FAUCET SPECIFICATION

REMOVABLE RADIUS PANEL

ON "Z" CLIPS OR HINGED,

TO BE FACED IN PLASTIC

LAMINATE

6"

.9

LINE OF STRAIGHT

PANEL BEYOND

BLOCKING AS REQUIRED

ADJUSTABLE SHELVES,

SEE ELEVATIONS FOR QUANTITY

DOORS FACED IN PLASTIC LAMINATE

TO MATCH BASE CABINET BELOW, U.N.O.

RECESSED STANDARDS

BACK PANEL TO BE FACED IN MELAMINE

NOTE: SEE MILLWORK

GENERAL NOTES FOR

CABINET CONSTRUCTION

ANGLED FILLER PANEL (WHERE INDICATED)

V A

R

IE

S

S E

E E

L E

V A

T

IO

N

AI541

CLEAR, U.N.O.

1' - 3"

WIRE PULL

DOOR

FACE OF SHIM TO BE

PAINTED BLACK

WALL

SLOPED FILLER PANEL

SEE ELEVATIONS

FOR LOCATIONS

NOTE: SEE MILLWORK

GENERAL NOTES FOR

CABINET CONSTRUCTION

/2

6"

FINISH TO MATCH

CABINET DOOR

DOOR

4" W IRE PULL

FINISH FASCIA PANEL

BLOCKING AS REQ'D.

FINISH EXPOSED SURFACES

1"

/4

BACK PANEL

1' - 0" 1"

1' - 1"

BASE AS SCHEDULE

NOTE: SEE MILLWORK

GENERAL NOTES FOR

CABINET CONSTRUCTION

WOOD BLOCKING

INTERIOR FINISH-

MELAMINE U.N.O.

3"

4"

SOLID SURFACE

SEALANT

SUBSTRATE

BACKSPLASH -

ENDSPLASH WHERE

MILLWORK ABUTS

WALL

CONTINUOUS

SEALANT TO MATCH SOLID

SURFACE COLOR

NOTE: SEE MILLWORK

GENERAL NOTES FOR

CABINET CONSTRUCTION

VARIES - SEE PLAN

BULLNOSE EDGE

1"

/2

ADJUSTABLE SHELVES,

SEE ELEVATIONS FOR QUANTITY

DOORS FACED IN PLASTIC LAMINATE

TO MATCH BASE CABINET BELOW, U.N.O.

BACK PANEL TO BE FACED IN MELAMINE

NOTE: SEE MILLWORK

GENERAL NOTES FOR

CABINET CONSTRUCTION

WIRE PULL

METAL STUDS

5/8" GYP BD

(2) UTILITY HOOKS SPACED 24" OC, MINIMUM 30 LB CAPACITY PER HOOK

EVACUATION SLEDS, OFOI

BASE AS SCHEDULED

3'

3'

4"

1' - 0 3/4"

WALL BEYOND

3'

LED LIGHT SOURCE, SEE ELECTRICAL DRAWINGS FOR SPECIFICATION.

PLASTIC LAMINATE PANEL

FRAMING AS REQUIRED

SSM-2 TRANSACTION TOP

9 1/2"

3"

2'

WORK SURFACE PROVIDED BY OTHERS

BRUSHED STAINLESS STEEL TOEKICK,

TERMINATE TO INSIDE CORNER AT W ALL

PLASTIC LAMINATE PANEL

SSM-1 TOP CAP

FRAMING AS REQUIRED

2'

WORK SURFACE PROVIDED BY OTHERS

BRUSHED STAINLESS STEEL TOEKICK

WRAP TOEKICK AND TERMINATE AT INSIDE

CORNER OF KNEE SPACE

PLASTIC LAMINATE PANEL

SSM-1 TOP CAP

FRAMING AS REQUIRED

BRUSHED STAINLESS STEEL TOEKICK

7"

PLAM-2 END PANEL WITH

LIGHT SOURCE COVERED

TRANSACTION TOP BEYOND

PLAM-2 END PANEL FOR TRANSACTION TOP

WORKSURFACE PROVIDED BY OTHERS

SCHEDULED BASE

2" WIDE FILLET OVER EACH

LONGITUDINAL BRACE AND ALL

SIDE/END PANELS

BACKSPLASH-ENDSPLASH

WHERE MILLWORK

ABUTS WALL, EXTENDED TO

BOTTOM UP WALL CABINET

NOTE: SEE MILLWORK

GENERAL NOTES FOR

CABINET CONSTRUCTION

V A

IR

E

S S

E E

E L

E V

A T

IO

N

U.N.O.

2' - 0"

CONTINUOUS CAULK

/2

MAX.

9"

LC DRAIN

REFER TO PLUMBING

DRAWINGS FOR SINK AND

FAUCET SPECIFICATION

REMOVABLE RADIUS PANEL

ON "Z" CLIPS OR HINGED,

TO BE FACED IN PLASTIC

LAMINATE

6"

.9

LINE OF STRAIGHT

PANEL BEYOND

A

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P E

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A

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11389

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CA

RO

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IN

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Revisions: Date

Drawing Title

Approved ANDREKA WATLINGTON

PROJECT ENGINEER

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS PROJECT

E

D C

B A

2 3 4 5 6 7

E D

C B

A

1 2 3 4 5 6 7

Date Checked Drawn

FULLY SPRINKLERED

ACG Project Number

Headquarters

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420

/2

/2

:1

:1

P

M

AI541

CASEWORK DETAILS

11 17RP/CK CK/AB

IMPROVE INPATIENT

PRIVACY (RENOVATE 5B)

DURHAM VA MEDICAL CENTER

508 FULTON STREET

DURHAM, NC 27705 6/28/2019

BID DOCUMENTS

558-18-150

1" = 1'-0"2 CASEWORK - Base Cabinet w/ Box,Box,File

1" = 1'-0"1 CASEWORK - Base Cabinet w/Drawer

1" = 1'-0"3 CASEWORK - Base Cabinet w/Drawer & Shelf for Equip.

1" = 1'-0"4 CASEWORK - Base Cabinet w/ Hanging Rod

1" = 1'-0"5 CASEWORK - Base Cabinet w/Drawer and Safe

1" = 1'-0"6 CASEWORK COUNTER - Counter w/ Equipment

1" = 1'-0"7 CASEWORK SINK - Sink w/Enclosed Apron - ADA

1" = 1'-0"8 CASEWORK - Wall Cabinet, 2 Shelf, 1 DO, Sloping Top

3" = 1'-0"13 CASEWORK DETAIL - Typical Sloped Filler Panel Detail

3" = 1'-0"14 CASEWORK DETAIL - Typical Wire Pull Detail

3" = 1'-0"15 CASEWORK DETAIL - Typical Toe Kick Detail

6" = 1'-0"16 CASEWORK DETAIL - Typical Solid Surface Counter w/Bullnose Detail

0' 3" 6" 0' 3" 6" 0' 3" 6" 0' 1.5" 3"

0' 1'6" 2'

0' 1'6" 2'

0' 1'6" 2'

0' 1'6" 2' 0' 1'6" 2' 0' 1'6" 2' 0' 1'6" 2' 0' 1'6" 2'

1" = 1'-0"9 CASEWORK - Full Height PPE Cabinet

1" = 1'-0"10

CARE STATION FRONT - B

0' 1'6" 2' 0' 1'6" 2'

1" = 1'-0"11

CARE STATION END WALL

1" = 1'-0"12

CARE STATION FRONT - A

0' 1'6" 2' 0' 1'6" 2'

1" = 1'-0"17 CASEWORK SINK - Sink w/EncL. Apron and High Backsplash - ADA

0' 1'6" 2'

D3

WOOD

OPPOSING DOOR

D2

WOOD

D4

WOOD

UNEVEN PANELS

WOOD

D1

S E

E S

C H

E D

U

LE

SEE SCHEDULE

S E

E S

C H

E D

U

LE

SEE SCHEDULE

10"3"

1'

2'

S E

E S

C H

E D

U

LE

SEE SCHEDULE

10"3"

1'

2'

S E

E S

C H

E D

U

LE

SEE SCHEDULE

2' - 0"

HOLLOW METAL FRAME

F1

HOLLOW METAL FRAME

CASED OPENING

F2

S E

E S

C H

E D

U

LE

2"

2" SEE SCHEDULE 2"

S E

E S

C H

E D

U

LE

2"

2" SEE SCHEDULE 2"

HOLLOW METAL FRAME

SPLIT HEAD FOR CEILING LIFT

F3

S E

E S

C H

E D

U

LE

2"

2" SEE SCHEDULE 2"

EQ

SPLIT HEAD - REF TO 5/A601

EQ

1/4" TEMPERED

GLAZING

5/16" FIRE-RATED

GLAZING

DOOR TYPES AND DOOR FRAME

D5

WOOD

UNEVEN PANELS

S E

E S

C H

E D

U

LE

SEE SCHEDULE

1' - 4"

1/2"

2"

VARIES

STEEL FRAME

SEALANT EACH SIDE

BOX HEADER

1/2"

2"

VARIES

STEEL FRAME

SEALANT EACH SIDE

BOX HEADER

VARIES

DOUBLE STUD

SEALANT EACH SIDE

STEEL FRAME

JAMB ANCHOR

2"

1/2" 1/2"

2"

VARIES

DOUBLE STUD

SEALANT EACH SIDE

STEEL FRAME

JAMB ANCHOR

SEALANT EACH SIDE

STEEL DOOR FRAME W/ CASED OPENING TOP (NO STOP)

WELDED FLUSH END CAP

CEILING AS

SCHEDULED

CEILING LIFT TRACK - VERIFY TRACK

CLEARANCE W/ MANUFACTURER

V E

R

IF

Y W

/ M F

R

3/

4"

1/ 2"

V E

R

IF

Y W

/ M F

R

2" VERIFY W/ MFR

TOP OF STEEL DOOR FRAME

4"

DOOR SCHEDULE NOTES:

1. PROVIDE SMOKE SEALS AT ALL DOORS IN SMOKE RESISTANT PARTITIONS.

A

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P E

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11389

C

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LEN

S . KEEN

C H A R

LOTTE , NORTH

CA

RO

L

IN

A

Revisions: Date

Drawing Title

Approved ANDREKA WATLINGTON

PROJECT ENGINEER

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS PROJECT

E

D C

B A

2 3 4 5 6 7

E D

C B

A

1 2 3 4 5 6 7

Date Checked Drawn

FULLY SPRINKLERED

ACG Project Number

Headquarters

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420

/2

/2

:1

:1

P

M

AI601

DOOR SCHEDULE AND DETAILS

12 17RP/CK CK/AB

IMPROVE INPATIENT

PRIVACY (RENOVATE 5B)

DURHAM VA MEDICAL CENTER

508 FULTON STREET

DURHAM, NC 27705 6/28/2019

BID DOCUMENTS

558-18-150

DOOR SCHEDULE

Door Number

Door

Elev Frame Type

Frame Material

Fire Rating

Hardw are

Type Comments

Size

MaterialWidth Height

B5003 3' - 0" 7' - 0" WD D1 F1 HM 90 MIN SH-3D CARD READER, ELEC LOCKSET

B5003A 3' - 0" 7' - 0" WD D1 F1 HM SH-3D CARD READER, ELEC LOCKSET

B5004 3' - 8" 7' - 0" WD D1 F1 HM 45 MIN SH-3D CARD READER, ELEC LOCKSET

B5007 6' - 0" 7' - 0" WD D4 F1 HM 10Z

B5007A 5' - 0" 7' - 11 3/4" WD D5 F3 HM 10Y DOOR/FRAME HEIGHT MUST BE COORDINATED W/ CEILING LIFT VENDOR

B5008 4' - 0" 7' - 0" WD D1 F1 HM 1B

B5008A 4' - 0" 7' - 11 3/4" WD D1 F3 HM 2C DOOR/FRAME HEIGHT MUST BE COORDINATED W/ CEILING LIFT VENDOR

B5010 4' - 0" 7' - 0" WD D1 F1 HM 1B

B5010A 4' - 0" 7' - 11 3/4" WD D1 F3 HM 2C DOOR/FRAME HEIGHT MUST BE COORDINATED W/ CEILING LIFT VENDOR

B5011 4' - 0" 7' - 0" WD D1 F1 HM 1B

B5011A 4' - 0" 7' - 11 3/4" WD D1 F3 HM 2C DOOR/FRAME HEIGHT MUST BE COORDINATED W/ CEILING LIFT VENDOR

B5012 6' - 0" 7' - 0" WD D4 F1 HM 10Z

B5012A 5' - 0" 7' - 11 3/4" WD D5 F3 HM 10Y DOOR/FRAME HEIGHT MUST BE COORDINATED W/ CEILING LIFT VENDOR

B5014 3' - 0" 7' - 0" WD D1 F1 HM SH-3D CARD READER, ELEC LOCKSET

B5014A 3' - 0" 7' - 0" WD D1 F1 HM 2C

B5015 3' - 0" 7' - 0" WD D1 F1 HM SH-3D CARD READER, ELEC LOCKSET

B5016 4' - 0" 7' - 0" WD D1 F1 HM 1B

B5016A 4' - 0" 7' - 11 3/4" WD D1 F3 HM 2C DOOR/FRAME HEIGHT MUST BE COORDINATED W/ CEILING LIFT VENDOR

B5017 3' - 8" 7' - 0" WD D1 F1 HM 45 MIN SH-3D CARD READER, ELEC LOCKSET

B5017A 3' - 0" 7' - 0" WD D1 F1 HM 5Z

B5018 3' - 6" 7' - 0" WD D1 F1 HM 45 MIN SH-3D CARD READER, ELEC LOCKSET

B5019 3' - 6" 7' - 0" WD D1 F1 HM 45 MIN SH-3D CARD READER, ELEC LOCKSET

B5020 3' - 0" 7' - 0" N/A N/A F2 HM N/A CASED OPENING

B5021 4' - 0" 7' - 0" WD D1 F1 HM 1B

B5021A 4' - 0" 7' - 11 3/4" WD D1 F3 HM 2C DOOR/FRAME HEIGHT MUST BE COORDINATED W/ CEILING LIFT VENDOR

B5022 4' - 0" 7' - 0" WD D1 F1 HM 1B

B5022A 4' -…