36C24620R0017-0004005.pdf

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DEMOLITION

GENERAL NOTES

1. THE DEMOLITION DRAWINGS FOR ARCHITECTURAL AND ENGINEERING WORK HAVE

BEEN PREPARED USING "AS-DESIGNED" DOCUMENTS PROVIDED BY THE OWNER.

NEITHER THE OWNER 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 ARCHITECT BEFORE REMOVAL FOR FINAL DISPOSITION.

3. REMOVE ALL CONSTRUCTION DESIGNATED TO BE REMOVED AND CLEAR TO RECEIVE

NEW WORK AS HEREIN INDICATED.

4. REMOVE PORTIONS OF EXISTING CONSTRUCTION AS DRAWN AND PATCH TO MATCH

ADJACENT CONSTRUCTION.

5. 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.

6. NEW WORK SHALL ALIGN WITH AND MATCH EXISTING WORK EXCEPT WHERE

OTHERWISE DIMENSIONED OR DETAILED.

7. ANY EXISTING CONDITIONS WHICH ARE INCONSISTENT WITH CONTRACT DRAWINGS

RELEVANT TO THIS CONTRACT SHALL BE REPORTED TO THE ARCHITECT.

8. WHERE DEMOLITION OR RELATED WORK LEAVES FLOOR SURFACES WITH

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

SELFLEVELING UNDERLAYMENT.

9. 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.

10. 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.

11. CONTRACTOR SHALL DISPOSE OF ALL ITEMS AND MATERIALS PER SPECIFICATIONS.

OWNER RESERVES THE RIGHT TO SELECT SPECIFIC ITEMS FOR SALVAGE. THESE

ITEMS SHALL BE IDENTIFIED DURING A PRECONSTRUCTION WALKTHROUGH.

12. FOR FURTHER DEMOLITION INFORMATION REF THE MECHANICAL, ELECTRICAL AND

PLUMBING DRAWINGS.

13. APPLY SELF-LEVELING COMPOUND TO FLOORING WHERE CMU WALLS ARE

DEMOLISHED. GRIND FLOOR PRIOR TO APPLYING SELF-LEVELING COMPOUND IF

REQUIRED TO ALLOW FOR LEVEL FLOOR SURFACE.

14. PROVIDE TEMPORARY DUST, SIGHT AND SOUND BARRIERS AS REQUIRED BY

OWNER, 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 OWNER AND DETERMINED BY

CONSTRUCTION SCHEDULE AND WORK SCHEDULE.

15. COORDINATE CEILING DEMOLITION WITH TEMPORARY CONSTRUCTION BARRIERS.

16. ALL BUILDING SYSTEMS SERVING OCCUPIED AREAS OF THE BUILDING SHALL

REMAIN FULLY OPERATIONAL AT ALL TIMES. CONTRACTOR SHALL PROTECT AND

MAINTAIN ALL EXISTING BUILDING SYSTEMS INCLUDING SYSTEMS PASSING THROUGH

AND ADJACENT AREAS REQUIRING DEMOLITION. WHERE NECESSARY RE-ROUTE OR

CAP AS REQUIRED ALL WIRING, CONDUITS, PIPING, DUCTWORK AND OTHER UTILITIES

TO SERVE OCCUPIED AREAS.

17. COORDINATE ALL DEMOLITION WITH PHASING PLANS.

DEMOLITION PLAN

NOTES

1 REMOVE WALLS, DOORS, CEILINGS, CASEWORK, FIXTURES,

ETC. AS REQUIRED FOR NEW WORK.

2 REMOVE FIXTURES AS REQUIRED FOR NEW WORK. DISCARD

ITEMS AND CAP WATER LINES.

3 SAWCUT BRICK WALL TO CREATE NEW OPENING. HEIGHT OF

OPENING TO BE APPROXIMATELY 9' - 8" HIGH. SEE PLAN FOR

WIDTH. REMOVE BRICK BELOW FINISHED FLOOR AS

REQUIRED TO MAKE PROPER FLOOR SLAB CONNECTION.

DIMENSIONS TO BE CONFIRMED IN FIELD PRIOR TO MAKING

CUT. REVIEW STRUCTURAL DRAWINGS TO COORDINATE

NEW LINTEL CONSTRUCTION AND NEW EXPANSION JOINT

WIDTH WITH STRUCTURAL DRAWINGS.

4 RELOCATE SIGN TO NEW LOCATION AS DIRECTED BY

OWNER.

5 REMOVE LIGHT FIXTURE. COORDINATE WITH ELECTRICAL

DEMOLITION PLANS.

6 REMOVE AUTOMATIC DOOR. COORDINATE REMOVAL OF

DOOR WITH REQUIREMENTS OF THE PHASING PLANS.

7 REMOVE SITE ITEMS AS DIRECTED ON CIVIL DRAWINGS.

8 REMOVE CANOPY AND ASSOCIATED FOOTINGS AND LIGHTS

AS REQUIRED FOR NEW WORK. COORDINATE REMOVAL OF

CANOPY WITH REQUIREMENTS OF THE PHASING PLANS.

9 COORDINATE REMOVAL OF WALL WITH REQUIREMENTS OF

PHASING PLANS.

10 STOREFRONT OF LAB TO BE REMOVED FOR CONNECTION OF

NEW ED. COORDINATE REMOVAL OF STOREFRONT WALL

WITH REQUIREMENTS OF PHASING PLANS.

11 SAWCUT STUCCO WALL TO CREATE NEW OPENING. WALL IS

CONSTRUCTED OF STUCCO, SHEATHING, 6" METAL STUD

AND 5/8" GYP. BD. SEE PLAN FOR WIDTH. REMOVE STUCCO

BELOW FINISHED FLOOR AS REQUIRED TO MAKE PROPER

FLOOR SLAB CONNECTION. DIMENSIONS TO BE CONFIRMED

IN FIELD PRIOR TO MAKING CUT. REVIEW STRUCTURAL

DRAWINGS TO COORDINATE NEW LINTEL CONSTRUCTION

AND NEW EXPANSION JOINT WIDTH WITH STRUCTURAL

DRAWINGS.

12 REMOVE GRILL AND CONCRETE LIGHT WELL. FILL IN

OPENING WITH NEW MASONRY.

13 REMOVE EXISTING WINDOW. FILL IN OPENING WITH NEW

METAL STUDS AND GYPSUM BOARD. NEW GYPSUM BOARD

SHALL BE FLUSH WITH THE EXISTING. FINISH TO MATCH

ADJACENT BY REPAINTING ENTIRE WALL.

14 REMOVE EXISTING WINDOW. FILL IN OPENING WITH NEW 2

HOUR RATED GYPSUM BOARD AND METAL STUD WALL.

PROVIDE NEW FLASHING AND WEATHER BARRIER.

EXTERIOR SURFACE TO BE BRICK TO MATCH EXISTING.

15 REMOVE TELESCOPIC SLIDING DOOR. PREPARE OPENING

FOR REPLACEMENT DOOR. COORDINATE WITH OWNER'S

ACCESS CONTROL EQUIPMENT REQUIREMENTS.

16 REMOVE WINDOW/ WALL AS REQUIRED TO INSTALL NEW

DUCT WORK. COORDINATE ANY NEW LINTELS WITH

STRUCTURAL. OPENINGS SHALL BE MADE WEATHER TIGHT

AFTER DUCT INSTALLATION.

17 REMOVE PORTION OF FLOOR AS REQUIRED FOR DUCT

PASSAGE. SEE STRUCTURAL DRAWINGS FOR NEW FLOOR

OPENING SUPPORT SYSTEM. SEE MECHANICAL DRAWINGS

FOR DUCT/ DAMPER SIZES. FINAL FLOOR FINISH TO BE

EXPOSED CONCRETE. EXISTING CEILING TO REMAIN IN

PLACE IN AS MUCH IS POSSIBLE.

18 SAWCUT EXISTING CONCRETE WALL AS REQUIRED TO

CREATE NEW OPENING. OPENING HEIGHT TO BE 7'-4".

EDGES OF OPENING TO BE CHAMFERED.

REFER TO SPECIFICATION SECTION 01 57 19

FOR TEMPORARY ENVIRONMENTAL

CONTROLS INCLUDING NOISE, VIBRATION

AND INFECTION CONTROL.

NOTE:

BUILDING

LAB

BUILDING 3

KEY PLAN

EXISTING NEW

ED

ADDITION

RENOVATION

10 11

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

Room

G3.0

101A

EXTERIOR ELEVATION TAG

?1

A101 1

A101 1

2 HOUR FIRE RATED BARRIER

1 HOUR FIRE RATED BARRIER

EXISTING WALL

DEMOLISHED

WALL

NEW WALL

EXISTING

DOOR

DEMOLISHED

DOOR

NEW DOOR

ROOM TAG EXISTING

Room

A101a

SIM

CR

PUSH PLATEPP

ALTERNATE TAG1

This document is the property of RPA Design and RPA Design retains all rights therein, including copyrights.

It may only be used in a manner consistent with RPA Design's rights while RPA Design is providing services for the specific project identified or referred to herein or extensions thereto.

It may not be used for any other purpose except with the express written agreement of, and compensation to, RPA Design.

Project

City, State

RPA Design Project Number

Drawn By

Checked By

Seal / Signature

Sheet Title

Date

Sheet Number

Issued For

Architect of RecordArchitect of RecordArchitect of RecordArchitect of Record

5960 Fairview Road

Suite 500

Charlotte, NC 28210

887.3500

887.3507 fax

Charlotte Engineers, LLP 5838 Monroe Road, Suite 100 Charlotte, NC 28212

704.531.3000 PHONE

704.531.3001 FAX

MECHANICAL/ELECTRICAL/PLUMBING/FIRE PROTECTION:

Fitzpatrick Engineering Group, PLLC 19520 West Catawba Ave., Ste. 311 Cornelius, NC 28031

704.987.9114 PHONE

704.987.9938 FAX

STRUCTURAL:

Program ManagerProgram ManagerProgram ManagerProgram Manager

13620 Reese Blvd.

Suite 100

Huntersville, NC 28078

401.2040

401.2067 fax

2923 S. Tryon St., Suite 320 Charlotte, NC 28203

704.940.2883 PHONE

Bloc Design, PLLC

CIVIL:

VA Project Number

659-344

U.S. Department of Veterans Affairs

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AD101A

FIRST FLOOR

DEMOLITION PLAN -

AREA A

15-0019-00

Expand and Renovate

Emergency Dept (ED)

8/31/18

EC

RH

Salisbury, NC

100% FINAL DESIGN

1/8" = 1'-0"

FIRST FLOOR - DEMOLITION - AREA A

NTS

DEMOLITION PHOTO - LAB A - EXTERIOR ENTRY

NTS

DEMOLITION PHOTO - LAB B - INTERIOR ENTRY

NTS

DEMOLITION PHOTO - LAB C - EXTERIOR CONNECTOR

NTS

DEMOLITION PHOTO - BUILDING 2 A - INTERIOR CORRIDOR

NTS

DEMOLITION PHOTO - LAB D - INTERIOR CONNECTOR

ItemItemItemItem DateDateDateDate DescriptionDescriptionDescriptionDescription

11 ______________________

A410

11' - 3"

8' - 6"

8' - 3"

8' - 8"

2' - 2 1/2"

6' - 0"

AD101B4

AD101A

AD101A

AD101A

AD101A

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DEMOLITION PLAN

NOTES

1 REMOVE WALLS, DOORS, CEILINGS, CASEWORK, FIXTURES,

ETC. AS REQUIRED FOR NEW WORK.

2 REMOVE FIXTURES AS REQUIRED FOR NEW WORK. DISCARD

ITEMS AND CAP WATER LINES.

3 SAWCUT BRICK WALL TO CREATE NEW OPENING. HEIGHT OF

OPENING TO BE APPROXIMATELY 9' - 8" HIGH. SEE PLAN FOR

WIDTH. REMOVE BRICK BELOW FINISHED FLOOR AS

REQUIRED TO MAKE PROPER FLOOR SLAB CONNECTION.

DIMENSIONS TO BE CONFIRMED IN FIELD PRIOR TO MAKING

CUT. REVIEW STRUCTURAL DRAWINGS TO COORDINATE

NEW LINTEL CONSTRUCTION AND NEW EXPANSION JOINT

WIDTH WITH STRUCTURAL DRAWINGS.

4 RELOCATE SIGN TO NEW LOCATION AS DIRECTED BY

OWNER.

5 REMOVE LIGHT FIXTURE. COORDINATE WITH ELECTRICAL

DEMOLITION PLANS.

6 REMOVE AUTOMATIC DOOR. COORDINATE REMOVAL OF

DOOR WITH REQUIREMENTS OF THE PHASING PLANS.

7 REMOVE SITE ITEMS AS DIRECTED ON CIVIL DRAWINGS.

8 REMOVE CANOPY AND ASSOCIATED FOOTINGS AND LIGHTS

AS REQUIRED FOR NEW WORK. COORDINATE REMOVAL OF

CANOPY WITH REQUIREMENTS OF THE PHASING PLANS.

9 COORDINATE REMOVAL OF WALL WITH REQUIREMENTS OF

PHASING PLANS.

10 STOREFRONT OF LAB TO BE REMOVED FOR CONNECTION OF

NEW ED. COORDINATE REMOVAL OF STOREFRONT WALL

WITH REQUIREMENTS OF PHASING PLANS.

11 SAWCUT STUCCO WALL TO CREATE NEW OPENING. WALL IS

CONSTRUCTED OF STUCCO, SHEATHING, 6" METAL STUD

AND 5/8" GYP. BD. SEE PLAN FOR WIDTH. REMOVE STUCCO

BELOW FINISHED FLOOR AS REQUIRED TO MAKE PROPER

FLOOR SLAB CONNECTION. DIMENSIONS TO BE CONFIRMED

IN FIELD PRIOR TO MAKING CUT. REVIEW STRUCTURAL

DRAWINGS TO COORDINATE NEW LINTEL CONSTRUCTION

AND NEW EXPANSION JOINT WIDTH WITH STRUCTURAL

DRAWINGS.

12 REMOVE GRILL AND CONCRETE LIGHT WELL. FILL IN

OPENING WITH NEW MASONRY.

13 REMOVE EXISTING WINDOW. FILL IN OPENING WITH NEW

METAL STUDS AND GYPSUM BOARD. NEW GYPSUM BOARD

SHALL BE FLUSH WITH THE EXISTING. FINISH TO MATCH

ADJACENT BY REPAINTING ENTIRE WALL.

14 REMOVE EXISTING WINDOW. FILL IN OPENING WITH NEW 2

HOUR RATED GYPSUM BOARD AND METAL STUD WALL.

PROVIDE NEW FLASHING AND WEATHER BARRIER.

EXTERIOR SURFACE TO BE BRICK TO MATCH EXISTING.

15 REMOVE TELESCOPIC SLIDING DOOR. PREPARE OPENING

FOR REPLACEMENT DOOR. COORDINATE WITH OWNER'S

ACCESS CONTROL EQUIPMENT REQUIREMENTS.

16 REMOVE WINDOW/ WALL AS REQUIRED TO INSTALL NEW

DUCT WORK. COORDINATE ANY NEW LINTELS WITH

STRUCTURAL. OPENINGS SHALL BE MADE WEATHER TIGHT

AFTER DUCT INSTALLATION.

17 REMOVE PORTION OF FLOOR AS REQUIRED FOR DUCT

PASSAGE. SEE STRUCTURAL DRAWINGS FOR NEW FLOOR

OPENING SUPPORT SYSTEM. SEE MECHANICAL DRAWINGS

FOR DUCT/ DAMPER SIZES. FINAL FLOOR FINISH TO BE

EXPOSED CONCRETE. EXISTING CEILING TO REMAIN IN

PLACE IN AS MUCH IS POSSIBLE.

18 SAWCUT EXISTING CONCRETE WALL AS REQUIRED TO

CREATE NEW OPENING. OPENING HEIGHT TO BE 7'-4".

EDGES OF OPENING TO BE CHAMFERED.

DEMOLITION

GENERAL NOTES

1. THE DEMOLITION DRAWINGS FOR ARCHITECTURAL AND ENGINEERING WORK HAVE

BEEN PREPARED USING "AS-DESIGNED" DOCUMENTS PROVIDED BY THE OWNER.

NEITHER THE OWNER 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 ARCHITECT BEFORE REMOVAL FOR FINAL DISPOSITION.

3. REMOVE ALL CONSTRUCTION DESIGNATED TO BE REMOVED AND CLEAR TO RECEIVE

NEW WORK AS HEREIN INDICATED.

4. REMOVE PORTIONS OF EXISTING CONSTRUCTION AS DRAWN AND PATCH TO MATCH

ADJACENT CONSTRUCTION.

5. 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.

6. NEW WORK SHALL ALIGN WITH AND MATCH EXISTING WORK EXCEPT WHERE

OTHERWISE DIMENSIONED OR DETAILED.

7. ANY EXISTING CONDITIONS WHICH ARE INCONSISTENT WITH CONTRACT DRAWINGS

RELEVANT TO THIS CONTRACT SHALL BE REPORTED TO THE ARCHITECT.

8. WHERE DEMOLITION OR RELATED WORK LEAVES FLOOR SURFACES WITH

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

SELFLEVELING UNDERLAYMENT.

9. 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.

10. 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.

11. CONTRACTOR SHALL DISPOSE OF ALL ITEMS AND MATERIALS PER SPECIFICATIONS.

OWNER RESERVES THE RIGHT TO SELECT SPECIFIC ITEMS FOR SALVAGE. THESE

ITEMS SHALL BE IDENTIFIED DURING A PRECONSTRUCTION WALKTHROUGH.

12. FOR FURTHER DEMOLITION INFORMATION REF THE MECHANICAL, ELECTRICAL AND

PLUMBING DRAWINGS.

13. APPLY SELF-LEVELING COMPOUND TO FLOORING WHERE CMU WALLS ARE

DEMOLISHED. GRIND FLOOR PRIOR TO APPLYING SELF-LEVELING COMPOUND IF

REQUIRED TO ALLOW FOR LEVEL FLOOR SURFACE.

14. PROVIDE TEMPORARY DUST, SIGHT AND SOUND BARRIERS AS REQUIRED BY

OWNER, 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 OWNER AND DETERMINED BY

CONSTRUCTION SCHEDULE AND WORK SCHEDULE.

15. COORDINATE CEILING DEMOLITION WITH TEMPORARY CONSTRUCTION BARRIERS.

16. ALL BUILDING SYSTEMS SERVING OCCUPIED AREAS OF THE BUILDING SHALL

REMAIN FULLY OPERATIONAL AT ALL TIMES. CONTRACTOR SHALL PROTECT AND

MAINTAIN ALL EXISTING BUILDING SYSTEMS INCLUDING SYSTEMS PASSING THROUGH

AND ADJACENT AREAS REQUIRING DEMOLITION. WHERE NECESSARY RE-ROUTE OR

CAP AS REQUIRED ALL WIRING, CONDUITS, PIPING, DUCTWORK AND OTHER UTILITIES

TO SERVE OCCUPIED AREAS.

17. COORDINATE ALL DEMOLITION WITH PHASING PLANS.

REFER TO SPECIFICATION SECTION 01 57 19

FOR TEMPORARY ENVIRONMENTAL

CONTROLS INCLUDING NOISE, VIBRATION

AND INFECTION CONTROL.

NOTE:

BUILDING

LAB

BUILDING 3

KEY PLAN

EXISTING NEW

ED

ADDITION

RENOVATION

13 13

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

Room

G3.0

101A

EXTERIOR ELEVATION TAG

?1

A101 1

A101 1

2 HOUR FIRE RATED BARRIER

1 HOUR FIRE RATED BARRIER

EXISTING WALL

DEMOLISHED

WALL

NEW WALL

EXISTING

DOOR

DEMOLISHED

DOOR

NEW DOOR

ROOM TAG EXISTING

Room

A101a

SIM

CR

PUSH PLATEPP

ALTERNATE TAG1

This document is the property of RPA Design and RPA Design retains all rights therein, including copyrights.

It may only be used in a manner consistent with RPA Design's rights while RPA Design is providing services for the specific project identified or referred to herein or extensions thereto.

It may not be used for any other purpose except with the express written agreement of, and compensation to, RPA Design.

Project

City, State

RPA Design Project Number

Drawn By

Checked By

Seal / Signature

Sheet Title

Date

Sheet Number

Issued For

Architect of RecordArchitect of RecordArchitect of RecordArchitect of Record

5960 Fairview Road

Suite 500

Charlotte, NC 28210

887.3500

887.3507 fax

Charlotte Engineers, LLP 5838 Monroe Road, Suite 100 Charlotte, NC 28212

704.531.3000 PHONE

704.531.3001 FAX

MECHANICAL/ELECTRICAL/PLUMBING/FIRE PROTECTION:

Fitzpatrick Engineering Group, PLLC 19520 West Catawba Ave., Ste. 311 Cornelius, NC 28031

704.987.9114 PHONE

704.987.9938 FAX

STRUCTURAL:

Program ManagerProgram ManagerProgram ManagerProgram Manager

13620 Reese Blvd.

Suite 100

Huntersville, NC 28078

401.2040

401.2067 fax

2923 S. Tryon St., Suite 320 Charlotte, NC 28203

704.940.2883 PHONE

Bloc Design, PLLC

CIVIL:

VA Project Number

659-344

U.S. Department of Veterans Affairs

/3

/2

:1 :2

P

M C

U s e rs

\e liz a b e th

.s u m n e r\

D o c u m e n ts

\1 -0

-0

V

A M

C E

D E x p a n s io n C e liz a b e th

.s u m n e r@ rp a d e s ig n .n e t.

rv t

AD101B

FIRST FLOOR

DEMOLITION PLAN -

AREA B

15-0019-00

Expand and Renovate

Emergency Dept (ED)

8/31/18

EC

RH

Salisbury, NC

100% FINAL DESIGN

1/8" = 1'-0"

FIRST FLOOR - DEMOLITION - AREA B

NTS

DEMOLITION PHOTO - BUILDING 2 D - EXTERIOR

NTS

DEMOLITION PHOTO - BUILDING 2 B - EXTERIOR 1

NTS

DEMOLITION PHOTO - BUILDING 2 C - EXTERIOR 2

NTS

DEMOLITION PHOTO - BUILDING 2 E - EXTERIOR LIGHT WELL

NTS

DEMOLITION PHOTO - BUILDING 2 F - EXTERIOR SLIDING DOORS

NTS

DEMOLITION PHOTO - BUILDING 2 G - EXISTING CANOPY

DEMOLITION

GENERAL NOTES

1. THE DEMOLITION DRAWINGS FOR ARCHITECTURAL AND ENGINEERING WORK HAVE

BEEN PREPARED USING "AS-DESIGNED" DOCUMENTS PROVIDED BY THE OWNER.

NEITHER THE OWNER 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 ARCHITECT BEFORE REMOVAL FOR FINAL DISPOSITION.

3. REMOVE ALL CONSTRUCTION DESIGNATED TO BE REMOVED AND CLEAR TO RECEIVE

NEW WORK AS HEREIN INDICATED.

4. REMOVE PORTIONS OF EXISTING CONSTRUCTION AS DRAWN AND PATCH TO MATCH

ADJACENT CONSTRUCTION.

5. 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.

6. NEW WORK SHALL ALIGN WITH AND MATCH EXISTING WORK EXCEPT WHERE

OTHERWISE DIMENSIONED OR DETAILED.

7. ANY EXISTING CONDITIONS WHICH ARE INCONSISTENT WITH CONTRACT DRAWINGS

RELEVANT TO THIS CONTRACT SHALL BE REPORTED TO THE ARCHITECT.

8. WHERE DEMOLITION OR RELATED WORK LEAVES FLOOR SURFACES WITH

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

SELFLEVELING UNDERLAYMENT.

9. 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.

10. 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.

11. CONTRACTOR SHALL DISPOSE OF ALL ITEMS AND MATERIALS PER SPECIFICATIONS.

OWNER RESERVES THE RIGHT TO SELECT SPECIFIC ITEMS FOR SALVAGE. THESE

ITEMS SHALL BE IDENTIFIED DURING A PRECONSTRUCTION WALKTHROUGH.

12. FOR FURTHER DEMOLITION INFORMATION REF THE MECHANICAL, ELECTRICAL AND

PLUMBING DRAWINGS.

13. APPLY SELF-LEVELING COMPOUND TO FLOORING WHERE CMU WALLS ARE

DEMOLISHED. GRIND FLOOR PRIOR TO APPLYING SELF-LEVELING COMPOUND IF

REQUIRED TO ALLOW FOR LEVEL FLOOR SURFACE.

14. PROVIDE TEMPORARY DUST, SIGHT AND SOUND BARRIERS AS REQUIRED BY

OWNER, 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 OWNER AND DETERMINED BY

CONSTRUCTION SCHEDULE AND WORK SCHEDULE.

15. COORDINATE CEILING DEMOLITION WITH TEMPORARY CONSTRUCTION BARRIERS.

16. ALL BUILDING SYSTEMS SERVING OCCUPIED AREAS OF THE BUILDING SHALL

REMAIN FULLY OPERATIONAL AT ALL TIMES. CONTRACTOR SHALL PROTECT AND

MAINTAIN ALL EXISTING BUILDING SYSTEMS INCLUDING SYSTEMS PASSING THROUGH

AND ADJACENT AREAS REQUIRING DEMOLITION. WHERE NECESSARY RE-ROUTE OR

CAP AS REQUIRED ALL WIRING, CONDUITS, PIPING, DUCTWORK AND OTHER UTILITIES

TO SERVE OCCUPIED AREAS.

17. COORDINATE ALL DEMOLITION WITH PHASING PLANS.

DEMOLITION PLAN

NOTES

1 REMOVE WALLS, DOORS, CEILINGS, CASEWORK, FIXTURES,

ETC. AS REQUIRED FOR NEW WORK.

2 REMOVE FIXTURES AS REQUIRED FOR NEW WORK. DISCARD

ITEMS AND CAP WATER LINES.

3 SAWCUT BRICK WALL TO CREATE NEW OPENING. HEIGHT OF

OPENING TO BE APPROXIMATELY 9' - 8" HIGH. SEE PLAN FOR

WIDTH. REMOVE BRICK BELOW FINISHED FLOOR AS

REQUIRED TO MAKE PROPER FLOOR SLAB CONNECTION.

DIMENSIONS TO BE CONFIRMED IN FIELD PRIOR TO MAKING

CUT. REVIEW STRUCTURAL DRAWINGS TO COORDINATE

NEW LINTEL CONSTRUCTION AND NEW EXPANSION JOINT

WIDTH WITH STRUCTURAL DRAWINGS.

4 RELOCATE SIGN TO NEW LOCATION AS DIRECTED BY

OWNER.

5 REMOVE LIGHT FIXTURE. COORDINATE WITH ELECTRICAL

DEMOLITION PLANS.

6 REMOVE AUTOMATIC DOOR. COORDINATE REMOVAL OF

DOOR WITH REQUIREMENTS OF THE PHASING PLANS.

7 REMOVE SITE ITEMS AS DIRECTED ON CIVIL DRAWINGS.

8 REMOVE CANOPY AND ASSOCIATED FOOTINGS AND LIGHTS

AS REQUIRED FOR NEW WORK. COORDINATE REMOVAL OF

CANOPY WITH REQUIREMENTS OF THE PHASING PLANS.

9 COORDINATE REMOVAL OF WALL WITH REQUIREMENTS OF

PHASING PLANS.

10 STOREFRONT OF LAB TO BE REMOVED FOR CONNECTION OF

NEW ED. COORDINATE REMOVAL OF STOREFRONT WALL

WITH REQUIREMENTS OF PHASING PLANS.

11 SAWCUT STUCCO WALL TO CREATE NEW OPENING. WALL IS

CONSTRUCTED OF STUCCO, SHEATHING, 6" METAL STUD

AND 5/8" GYP. BD. SEE PLAN FOR WIDTH. REMOVE STUCCO

BELOW FINISHED FLOOR AS REQUIRED TO MAKE PROPER

FLOOR SLAB CONNECTION. DIMENSIONS TO BE CONFIRMED

IN FIELD PRIOR TO MAKING CUT. REVIEW STRUCTURAL

DRAWINGS TO COORDINATE NEW LINTEL CONSTRUCTION

AND NEW EXPANSION JOINT WIDTH WITH STRUCTURAL

DRAWINGS.

12 REMOVE GRILL AND CONCRETE LIGHT WELL. FILL IN

OPENING WITH NEW MASONRY.

13 REMOVE EXISTING WINDOW. FILL IN OPENING WITH NEW

METAL STUDS AND GYPSUM BOARD. NEW GYPSUM BOARD

SHALL BE FLUSH WITH THE EXISTING. FINISH TO MATCH

ADJACENT BY REPAINTING ENTIRE WALL.

14 REMOVE EXISTING WINDOW. FILL IN OPENING WITH NEW 2

HOUR RATED GYPSUM BOARD AND METAL STUD WALL.

PROVIDE NEW FLASHING AND WEATHER BARRIER.

EXTERIOR SURFACE TO BE BRICK TO MATCH EXISTING.

15 REMOVE TELESCOPIC SLIDING DOOR. PREPARE OPENING

FOR REPLACEMENT DOOR. COORDINATE WITH OWNER'S

ACCESS CONTROL EQUIPMENT REQUIREMENTS.

16 REMOVE WINDOW/ WALL AS REQUIRED TO INSTALL NEW

DUCT WORK. COORDINATE ANY NEW LINTELS WITH

STRUCTURAL. OPENINGS SHALL BE MADE WEATHER TIGHT

AFTER DUCT INSTALLATION.

17 REMOVE PORTION OF FLOOR AS REQUIRED FOR DUCT

PASSAGE. SEE STRUCTURAL DRAWINGS FOR NEW FLOOR

OPENING SUPPORT SYSTEM. SEE MECHANICAL DRAWINGS

FOR DUCT/ DAMPER SIZES. FINAL FLOOR FINISH TO BE

EXPOSED CONCRETE. EXISTING CEILING TO REMAIN IN

PLACE IN AS MUCH IS POSSIBLE.

18 SAWCUT EXISTING CONCRETE WALL AS REQUIRED TO

CREATE NEW OPENING. OPENING HEIGHT TO BE 7'-4".

EDGES OF OPENING TO BE CHAMFERED.

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

Room

G3.0

101A

EXTERIOR ELEVATION TAG

?1

A101 1

A101 1

2 HOUR FIRE RATED BARRIER

1 HOUR FIRE RATED BARRIER

EXISTING WALL

DEMOLISHED

WALL

NEW WALL

EXISTING

DOOR

DEMOLISHED

DOOR

NEW DOOR

ROOM TAG EXISTING

Room

A101a

SIM

CR

PUSH PLATEPP

ALTERNATE TAG1

REFER TO SPECIFICATION SECTION 01 57 19

FOR TEMPORARY ENVIRONMENTAL

CONTROLS INCLUDING NOISE, VIBRATION

AND INFECTION CONTROL.

NOTE:

BUILDING

LAB

BUILDING 3

KEY PLAN

EXISTING NEW

ED

ADDITION

RENOVATION

4' - 4"

10' - 2"

This document is the property of RPA Design and RPA Design retains all rights therein, including copyrights.

It may only be used in a manner consistent with RPA Design's rights while RPA Design is providing services for the specific project identified or referred to herein or extensions thereto.

It may not be used for any other purpose except with the express written agreement of, and compensation to, RPA Design.

Project

City, State

RPA Design Project Number

Drawn By

Checked By

Seal / Signature

Sheet Title

Date

Sheet Number

Issued For

Architect of RecordArchitect of RecordArchitect of RecordArchitect of Record

5960 Fairview Road

Suite 500

Charlotte, NC 28210

887.3500

887.3507 fax

Charlotte Engineers, LLP 5838 Monroe Road, Suite 100 Charlotte, NC 28212

704.531.3000 PHONE

704.531.3001 FAX

MECHANICAL/ELECTRICAL/PLUMBING/FIRE PROTECTION:

Fitzpatrick Engineering Group, PLLC 19520 West Catawba Ave., Ste. 311 Cornelius, NC 28031

704.987.9114 PHONE

704.987.9938 FAX

STRUCTURAL:

Program ManagerProgram ManagerProgram ManagerProgram Manager

13620 Reese Blvd.

Suite 100

Huntersville, NC 28078

401.2040

401.2067 fax

2923 S. Tryon St., Suite 320 Charlotte, NC 28203

704.940.2883 PHONE

Bloc Design, PLLC

CIVIL:

VA Project Number

659-344

U.S. Department of Veterans Affairs

/3

/2

:1 :3

P

M C

U s e rs

\e liz a b e th

.s u m n e r\

D o c u m e n ts

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-0

V

A M

C E

D E x p a n s io n C e liz a b e th

.s u m n e r@ rp a d e s ig n .n e t.

rv t

AD102B

GROUND AND SECOND

FLOOR DEMOLITION

PLAN - AREA B

15-0019-00

Expand and Renovate

Emergency Dept (ED)

8/31/18

EC

RH

Salisbury, NC

100% FINAL DESIGN

1/8" = 1'-0"

SECOND FLOOR - DEMOLITION - AREA B

1/8" = 1'-0"

GROUND FLOOR - DEMOLITION - AREA B

DN

UP UP

ED

WALK-IN

ENTRY DECON

ENTRY

AMBULANCE

ENTRY

A M

B U

L A

N C

E

A C

C E

S S

BUILDING 3

LAB

BUILDING 2

N E W

S

ID

E W

A

LK

N E

W S

ID

E

W A

LK

NEW SIDEWALK

TO CONNECT TO

EXISTING

EXISTING ROADWAY

VISITOR TRAVEL

KEY

VEHICULAR TRAVEL

SETBACK

25'-0"

SETBACK

50'-0"

SETBACK

50'-0"

SETBACK

M A

IN

E N

T R

A N

C E

MAIN

ENTRANCE

EXISTING PARKING LOT

NEW SIDEWALK

SEE AS102 FOR

DETAILS

AS401

SITE NOTES

1 NOT USED.

2 STONE.

3 PLANTING BEDS.

4 CONTROLLER.

5 BOLLARDS.

6 CONTROL GATE. SEE AS401 FOR BASIS OF DESIGN.

7 EXISTING TREE TO REMAIN.

8 GRASS.

This document is the property of RPA Design and RPA Design retains all rights therein, including copyrights.

It may only be used in a manner consistent with RPA Design's rights while RPA Design is providing services for the specific project identified or referred to herein or extensions thereto.

It may not be used for any other purpose except with the express written agreement of, and compensation to, RPA Design.

Project

City, State

RPA Design Project Number

Drawn By

Checked By

Seal / Signature

Sheet Title

Date

Sheet Number

Issued For

Architect of RecordArchitect of RecordArchitect of RecordArchitect of Record

5960 Fairview Road

Suite 500

Charlotte, NC 28210

887.3500

887.3507 fax

Charlotte Engineers, LLP 5838 Monroe Road, Suite 100 Charlotte, NC 28212

704.531.3000 PHONE

704.531.3001 FAX

MECHANICAL/ELECTRICAL/PLUMBING/FIRE PROTECTION:

Fitzpatrick Engineering Group, PLLC 19520 West Catawba Ave., Ste. 311 Cornelius, NC 28031

704.987.9114 PHONE

704.987.9938 FAX

STRUCTURAL:

Program ManagerProgram ManagerProgram ManagerProgram Manager

13620 Reese Blvd.

Suite 100

Huntersville, NC 28078

401.2040

401.2067 fax

2923 S. Tryon St., Suite 320 Charlotte, NC 28203

704.940.2883 PHONE

Bloc Design, PLLC

CIVIL:

VA Project Number

659-344

U.S. Department of Veterans Affairs

/3

/2

:2 :0

P

M C

U s e rs

\e liz a b e th

.s u m n e r\

D o c u m e n ts

\1 -0

-0

V

A M

C E

D E x p a n s io n C e liz a b e th

.s u m n e r@ rp a d e s ig n .n e t.

rv t

AS101

ARCHITECTURE SITE

PLAN

15-0019-00

Expand and Renovate

Emergency Dept (ED)

8/31/18

EC

RH

Salisbury, NC

100% FINAL DESIGN

1" = 20'-0"

ARCHITECTURAL SITE PLAN

This document is the property of RPA Design and RPA Design retains all rights therein, including copyrights.

It may only be used in a manner consistent with RPA Design's rights while RPA Design is providing services for the specific project identified or referred to herein or extensions thereto.

It may not be used for any other purpose except with the express written agreement of, and compensation to, RPA Design.

Project

City, State

RPA Design Project Number

Drawn By

Checked By

Seal / Signature

Sheet Title

Date

Sheet Number

Issued For

Architect of RecordArchitect of RecordArchitect of RecordArchitect of Record

5960 Fairview Road

Suite 500

Charlotte, NC 28210

887.3500

887.3507 fax

Charlotte Engineers, LLP 5838 Monroe Road, Suite 100 Charlotte, NC 28212

704.531.3000 PHONE

704.531.3001 FAX

MECHANICAL/ELECTRICAL/PLUMBING/FIRE PROTECTION:

Fitzpatrick Engineering Group, PLLC 19520 West Catawba Ave., Ste. 311 Cornelius, NC 28031

704.987.9114 PHONE

704.987.9938 FAX

STRUCTURAL:

Program ManagerProgram ManagerProgram ManagerProgram Manager

13620 Reese Blvd.

Suite 100

Huntersville, NC 28078

401.2040

401.2067 fax

2923 S. Tryon St., Suite 320 Charlotte, NC 28203

704.940.2883 PHONE

Bloc Design, PLLC

CIVIL:

VA Project Number

659-344

U.S. Department of Veterans Affairs

/3

/2

:2 :0

P

M C

U s e rs

\e liz a b e th

.s u m n e r\

D o c u m e n ts

\1 -0

-0

V

A M

C E

D E x p a n s io n C e liz a b e th

.s u m n e r@ rp a d e s ig n .n e t.

rv t

AS102

ARCHITECTURAL SITE

PLAN - FOR

INFORMATION ONLY

15-0019-00

Expand and Renovate

Emergency Dept (ED)

8/31/18

EC

RH

Salisbury, NC

100% FINAL DESIGN

FOR INFORMATION ONLY

INFORMATION ON THIS SHEET WAS PROVIDED TO RPA DESIGN BY THE DEPARTMENT OF VETERANS AFFAIRS. THIS DRAWING CONTAINS SITE IMPROVEMENTS THAT ARE NOT PHYSICALLY IN PLACE AS OF THE ISSUE DATE OF THE EMERGENCY DEPARTMENT EXPANSION AND RENOVATION PROJECT. IT IS ANTICIPATED THAT THESE IMPROVEMENTS WILL BE IN PLACE AT THE TIME OF BIDDING OF THE EMERGENCY

DEPARTMENT PROJECT.

DECON

1E014

2" WIDE YELLOW

STRIPE AROUND THE

PERIMETER OF THE

LANDING OUTSIDE THE

DOOR

"DECON" IN 12 INCH TALL

YELLOW LETTERS.

D E

C O

N

This document is the property of RPA Design and RPA Design retains all rights therein, including copyrights.

It may only be used in a manner consistent with RPA Design's rights while RPA Design is providing services for the specific project identified or referred to herein or extensions thereto.

It may not be used for any other purpose except with the express written agreement of, and compensation to, RPA Design.

Project

City, State

RPA Design Project Number

Drawn By

Checked By

Seal / Signature

Sheet Title

Date

Sheet Number

Issued For

Architect of RecordArchitect of RecordArchitect of RecordArchitect of Record

5960 Fairview Road

Suite 500

Charlotte, NC 28210

887.3500

887.3507 fax

Charlotte Engineers, LLP 5838 Monroe Road, Suite 100 Charlotte, NC 28212

704.531.3000 PHONE

704.531.3001 FAX

MECHANICAL/ELECTRICAL/PLUMBING/FIRE PROTECTION:

Fitzpatrick Engineering Group, PLLC 19520 West Catawba Ave., Ste. 311 Cornelius, NC 28031

704.987.9114 PHONE

704.987.9938 FAX

STRUCTURAL:

Program ManagerProgram ManagerProgram ManagerProgram Manager

13620 Reese Blvd.

Suite 100

Huntersville, NC 28078

401.2040

401.2067 fax

2923 S. Tryon St., Suite 320 Charlotte, NC 28203

704.940.2883 PHONE

Bloc Design, PLLC

CIVIL:

VA Project Number

659-344

U.S. Department of Veterans Affairs

/3

/2

:2 :1

P

M C

U s e rs

\e liz a b e th

.s u m n e r\

D o c u m e n ts

\1 -0

-0

V

A M

C E

D E x p a n s io n C e liz a b e th

.s u m n e r@ rp a d e s ig n .n e t.

rv t

AS401

SITE DETAILS

15-0019-00

Expand and Renovate

Emergency Dept (ED)

8/31/18

EC

RH

Salisbury, NC

100% FINAL DESIGN

CONTROL GATE

BASIS OF DESIGN

1/4" = 1'-0"

WARNING PAINT AT DECON EXTERIOR DOORS

INTERIOR FINISH

NOTES

1. ALL DOOR FRAMES TO BE PAINTED P-7, FINISH TO BE SEMI-

GLOSS, UNLESS NOTED OTHERWISE.

2. ON THE INTERIOR ELEVATIONS FOR THE BATHROOMS, TILE

PATTERNS ARE SHOWN FOR REPRESENTATION PURPOSES ONLY

AND DOES NOT REFLECT THE ACTUAL TILE DIMENSION. REFER

TO TILE SPECIFICATIONS FOR SIZES AND INSTALLTION

DIRECTIONS.

3. ALL GYP CEILINGS ARE TO BE PAINTED P-6, FLAT, UNLESS

OTHERWISE NOTED.

4. ALL TRANSITIONS BETWEEN FLOOR FINISHES TO OCCUR AT

CENTER OF THE DOOR.

5. ALL WALL PAINT TO BE EGGSHELL UNLESS NOTED OTHERWISE.

6. ALL ELEMENTS THAT SEEM TO ALIGN MUST ALIGN.

7. ALL SEAMS IN VINYL SHEET FLOORING TO BE HEAT WELDED -

HEAT WELD TO MATCH FIELD COLOR. COORDINATE COLOR WITH

ARCHITECT IF FIELD COLOR REFERENCE IS NOT THOUGHT TO BE

APPLICABLE.

8. ALL GROMMETS TO BE 2" DIAMETER CLEAR WIDTH, BLACK

FINISH.

9. EXPOSED CONCRETE TO BE SEALED A MINIMUM OF 2 TIMES.

10. ALL CONTINUOUS CAULK AT COUNTERTOP AND BACKSPLASH

TO BE CLEAR.

11. ALL TRANSITION STRIPS TO BE USED WHERE SAME HEIGHT IN

FINISH TRANSITION IS PRESENT. REDUCER STRIPS TO BE USED

WHERE DIFFERENT HEIGHT IN FINISH TRANSITION IS PRESENT.

TRANSITION AND REDUCER STRIPS TO BE XXX.

12. ALL SUBFLOORS TO BE LEVELED AND MOISTURE TESTING TO

BE PERFORMED AND APPROVED PRIOR TO NEW FLOORING

INSTALLATION.

13. ALL SOFFITS TO BE PAINTED P-6 UNLESS OTHERWISE NOTED.

14. WHERE WSF IS CALLED OUT FOR BASE FINISH, USE DETAIL

07/IF001 FOR COVE BASE DETAIL.

15. FRP-1 TO BE INSTALLED BEHIND BOTH SIDES OF MOP SINK AT

H.A.C. ROOMS, 48'' HIGH AND 2'-0'' PAST MOP SINK ON BOTH SIDES.

CEILING FINISH

REMARKS

WALL FINISH

BASE FINISH

FLOOR FINISH

CP VCT LOCATION OF

TRANSITION OF

MATERIALS

FINISH LEGEND:

Ceiling

Wall

Base

Floor

R M K

Name

ABBREVIATIONS

VA Salisbury

ACT

ACT(SP)

AWP

AWF

BL

BG

C

CC

CG

CP

CPT

CR

CS

CMP

CSM

DC

DCP

DFG

DP

EG

EXP

FB

FT

GL

GR

GWB

GWB(SP)

HIT

H.MTL

HR

LAM

LVT

MP

NIC

P

PRB

PT

QT

RAF

RB

RF

RP

RS

S

SAF

SCONC

SD

SP

SS

ST

SV

TAC

TR

VCT

W

WD

WG

WOM

WR

WSF

WT

QT

ACOUSTICAL CEILING TILE

ACOUSTICAL CEILING TILE (W/SPRAY APPLIED PLASTIC FINISH)

ACOUSTICAL WALL PANELS

ACCESS FLOORING

BLINDS

BUMPER GUARD

CONCRETE

CUBICLE CURTAIN

CORNER GUARD

CARPET

CARPET TILE

CHAIR RAIL

CASING

CAST MARBLE PANEL

CAST STONE MASONARY

DECORATIVE CANOPY

DECORATIVE CEILING PANELS

DOOR FRAME GUARD

DOOR PROTECTION

END GUARD

EXPOSED STRUCTURE

FIBER BOARD

FILM TINT

GLASS (GLAZING)

GROUT

GYPSUM WALLBOARD SYSTEMS

GYPSUM WALLBOARD SYSTEMS(W/SPRAY APPLIED PLASTIC FINISH)

HIGH IMPACT THERMOPLASTIC

HOLLOW METAL

HANDRAIL

LAMINATE

LUXURY VINYL TILE

MANUFACTURED PANEL

NOT IN CONTRACT

(OWNER FURNISHED)

PAINT

PROFILE BASE

PORCELAIN TILE (FLOOR, BASE AND WALL)

QUARRY TILE

RESILIENT ATHLETIC FLOORING

RESILIENT BASE

(RUBBER OR VINYL WITH FACTORY FORMED INSIDE AND

OUTSIDE CORNERS)

RUBBER FLOOR

RESIN PANEL

ROLLER SHADES

SOLID SURFACE MATERIAL

SEAMLESS SOUND ABSORPTIVE ACOUSTICAL SYSTEM

STAINED CONCRETE

STATIC DISSIPATIVE

SPECIAL FACED

STAINLESS STEEL

STAIN

SHEET VINYL (WELDED SEAMS WITH ROD)

TEXTURED ACRYLIC COATING

TREAD (STAIR)

RESILIENT TILE FLOORING (VINYL COMPOSITION TILE)

WALLCOVERING

WOOD

WALL GUARD

WALK-OFF MAT

WELDING ROD

WELED SEAM SHEET FLOORING (HEAT WELDED WITH ROD)

WINDOW TRIM

QUARTZ

CONTINUOUS ALUMINUM

RETAINER

VINYL COVER

SELF -TAPPING SCREWS

2"

2"

BOTTOM OF CORNER GUARDS

BEGIN AT TOP OF BASE

BASE

FINISH FLOOR

CORNER GUARD INSTALLED

PER MFR. INSTRUCTIONS.

CHAIR RAIL WITH END CAP,

MOUNTED AT 3'-0" AFF CENTERED.

2"

3' -0

A

F F

IF001

3"

1"

CONTINUOUS ALUMINUM

RETAINER

VINYL COVER

#10 X 1 3/4" METAL SCREW WITH

ALLIGATOR ANCHOR

1'-2" AFF

WALL PROTECTION

LEGEND

END GUARD

CORNER GUARD - CG-1 U.N.O.

WALL PROTECTION SHEET - WP-1

BUMBER GUARD (CRASH RAIL) BG-1

HANDRAIL HR-1

EG-1

CG-1

FLOOR MATERIAL

LEGEND

WSF-1

WSF-2

WSF-3

WSF-4

LVT-1

LVT-2

LVT-3

LVT-4

SLOPE FLOOR MINIMUM 1/4" PER FOOT FOR

SHOWER DRAIN

3' - 0"

SLOPE FLOOR MAXIMUM 1/4" PER FOOT

TOWARDS OTHER WALLS AND DOOR

THRESHOLD

WALL FINISH AS

SCHEDULED

WATERPROOFING MEMBRANE

TILE

SHOWER DRAIN - SEE PLUMBING

SEALANT

BACKER BOARD

SEALANT

PREFABRICATED

COVE FORM

SHEET FLOORING AS

SCHEDULED

6" U

N O

ALL SEAMS, COVES, AND

CORNERS SHALL BE SMOOTH

TO ALLOW EASE OF CLEANING

FLASH COVE CONTINUOUS METAL STRIP

ADHESIVE PER

MANUFACTURER'S

SPECIFICATIONS

RESILIENT FLOORING

FLOOR TILE

REDUCER STRIP

BY ROPPE

FLOOR TO BE FEATHERED AND

SLOPED TO MEET CARPET AT SAME

HEIGHT

FLOORING

SCHLUTER DILEX-HKS

TILE

PLYWOOD

CONC SLAB

LIGHT GAUGE METAL FRAMING

LVT PLANKS INSTALLED ON A 45 DEGREE ANGLE

AGAINST EXTERIOR AND VESTIBULE WALL

FLOOR PATTERN REPEAT.

FULL TILES TO BE USED

THROUGHOUT FLOOR

PATTERN. CUT TILES AS

NEEDED - TYP

TILE

S

TILE

S

TILE

S

TILE

S

TILE

S

CONTINUE PATTERN

LVT-1

LVT-1

LVT-4

LVT-4

LVT-4

INTERIOR FINISH

SPECIFICATIONS:

ACOUSTICAL CEILING:

AT-1 MANUFACTURER: ARMSTRONG

STYLE: ULTIMA 1910

EDGE: SQUARE LAY-IN

SIZE: 24" X 24" X 3/4"

COLOR: WHITE

GRID: 15/16" PRELUDE

GRID COLOR: WHITE

AT-2 MANUFACTURER: ARMSTRONG

STYLE: ULTIMA HEALTH ZONE 1935

EDGE: SQUARE LAY-IN

SIZE: 24" X 24" X 3/4"

COLOR: WHITE

GRID: 15/16" PRELUDE

GRID COLOR: WHITE

PAINT:

P-1 MANUFACTURER: ICI DULUX / GLIDDEN

COLOR: FLAXEN WHITE

NUMBER: #30 YY 71/138

P-1A MANUFACTURER: WOLF GORDON SCUFFMASTER

COLOR: SCRUBTOUGH TO MATCH FLAXEN WHITE

NUMBER: 330 YY 71/138

FINISH: ST

P-2 MANUFACTURER: SHERWIN WILLIAMS

COLOR: PONDER

NUMBER: SW 7079

P-2A MANUFACTURER: WOLF GORDON SCUFFMASTER

COLOR: SCRUBTOUGH TO MATCH PONDER

NUMBER: SW 7079

FINISH: ST

P-3 MANUFACTURER: SHERWIN WILLIAMS

COLOR: WHEAT GRASS

NUMBER: SW 6408

P-4 MANUFACTURER: ICI DULUX / GLIDDEN

COLOR: SPA BLUE

NUMBER: #70 BG 40/050

P-4A MANUFACTURER: WOLF GORDON SCUFFMASTER

COLOR: SCRUBTOUGH TO MATCH SPA BLUE

NUMBER: #70 BG 40/050

FINISH: ST

P-5 MANUFACTURER: ICI DULUX / GLIDDEN

COLOR: NIGHT SKY

NUMBER: #90 BG 25/079

P-6 MANUFACTURER: SHERWIN WILLIAMS

COLOR: CEILING WHITE

P-7 MANUFACTURER: SHERWIN WILLIAMS (DOOR

FRAMES)

COLOR: POISED TAUPE

NUMBER: SW 6039

RUBBER BASE:

RB-1 MANUFACTURER: JOHNSONITE

STYLE: COVE

COLOR: FAWN 80

SIZE: 6" X 120' COILED LENGTHALL FINISHES ARE LISTED AS BASIS OF DESIGN. CONTRACTOR TO PROVIDE

PRODUCT OR EQUAL FOR APPROVAL BY OWNER, ARCHITECT AND INTERIOR

DESIGNER.

CORNER GUARDS:

CG-1 MANUFACTURER: INPRO CORPORATION

STYLE: G2-150, PVC FREE

SIZE: 3" X 8"

COLOR: MONTEREY 0110

MOUNT: SURFACE MOUNT

BUMPER GUARDS:

BG-1 INPRO

STYLE: 500

COLOR: MONTEREY 0110

MOUNTING: SEE 05/IF001

END GUARDS:

EG-1 MANUFACTURER: INPRO CORPORATION

SERIES: 160D END WALL GUARD, #168

SIZE: 2" X 8'

COLOR: MONTEREY 0110

MOUNT: SURFACE MOUNT

WALL PROTECTION:

WP-1 MANUFACTURER: INPRO CORPORATION

STYLE: G2405, PVC FREE

COLOR: MONTEREY 0110

SIZE: 4' X 8', .40 THICK

Welding Seam Sheet Flooring (Heat Welded with Rod):

WSF-1 MANUFACTURER: SHAW

STYLE: REED 0797V

COLOR: TEA GARDEN 96216

SIZE: 78" WIDTH X 68' LONG

THICKNESS: 2.0MM

HEAT WELD: COLOR TO COORDINATE

WSF-2 MANUFACTURER: SHAW

STYLE: TATAMI 0796V

COLOR: STROLL 96535

SIZE: 78" WIDTH X 68' LONG

THICKNESS: 2.0MM

HEAT WELD: COLOR TO COORDINATE

WSF-3 MANUFACTURER: SHAW

STYLE: TATAMI 0796V

COLOR: WIND CHIME 96530

SIZE: 78" WIDTH X 68' LONG

THICKNESS: 2.0MM

HEAT WELD: COLOR TO COORDINATE

WSF-4 MANUFACTURER: SHAW

STYLE: TATAMI 0796V

COLOR: TIDAL BASIN 96440

SIZE: 78" WIDTH X 68' LONG

THICKNESS: 2.0MM

HEAT WELD: COLOR TO COORDINATE

PLASTIC LAMINATE:

PLAM-1 MANUFACTURER: WILSONART

STYLE / PATTERN: LOFT OAK

NUMBER: 7968-12

PLAM-2 MANUFACTURER: NEVAMAR

STYLE / PATTERN: CALYPSO

NUMBER: WZ0057T

PLAM-3 MANUFACTURER: NEVAMAR

STYLE / PATTERN: CALM DISTINCTION

NUMBER: VA6001T SUEDE

PLAM-4 NOT USED

LUXURY VINYL TILE:

LVT-1 MANUFACTURER: MOHAWK LVT

SERIES: TRENTA C0053

PATTERN: TRENTA C0053

SIZE: 12" X 24" (30 MIL)

COLOR: 358 HEARTH

EDGE: STRAIGHT EDGE

LVT-2 MANUFACTURER: MOHAWK LVT

SERIES: TRENTA C0053

PATTERN: TRENTA C0053

SIZE: 12" X 24" (30 MIL)

COLOR: 358 HEARTH

EDGE: STRAIGHT EDGE

LVT-3 MANUFACTURER: MOHAWK LVT

SERIES: MORIKATO WOOD C0016

PATTERN: MORIKATO WOOD C0016

SIZE: 7" X 48" PLANK (20 MIL)

COLOR: 963 SMOKE

EDGE: STRAIGHT EDGE

LVT-4 MANUFACTURER: MOHAWK LVT

SERIES: MORIKATO WOOD C0016

PATTERN: MORIKATO WOOD C0016

SIZE: 7" X 48" PLANK (20 MIL)

COLOR: 963 SMOKE

EDGE: STRAIGHT EDGE

LVT-5 MANUFACTURER: DuChateau

SERIES: VINYL DELUX

PATTERN: CLASSIC

SIZE: 7" X 48", (22 MIL WEAR LAYER)

COLOR: ANTIQUE WHITE VD-AWH7-1

EDGE: MICRO BEVEL

LVT-6 MANUFACTURER: COMPASS LVT - SIX DEGREES FLOORING

SERIES: COMPASS COLLECTION

PATTERN: NA

SIZE: 12" X 24" (3MM/28 MIL)

COLOR: RICHMOND CT317-C05

EDGE: STRAIGHT EDGE

QUARTZ:

QT-1 MANUFACTURER: CAMBRIA

STYLE: WATERSTONE COLLECTION

COLOR: PRAA SANDS 0370

QT-2 MANUFACTURER: CAMBRIA

STYLE: DESERT COLLECTION

COLOR: CUDDINGTON 0850

CUBICAL CURTAIN TRACK:

EG-1 MANUFACTURER: INPRO CORPORATION

SERIES: CLICKEZE OPTITRAC CUBICAL TRACK

PART NUMBER: CE5000

FINISH: CLEAR ANODIZED ALUMINUM

PORCELAIN TILE:

PT-1 MANUFACTURER: DALTILE

STYLE / PATTERN: DIGNITARY UNPOLISHED

COLOR: SUPERIOR TAUPE

NUMBER: DR08

SIZE: 12" X 24" FIELD TILE

INSTALL PATTERN: BRICK

GROUT: LATICRETE EPOXY SANDED

GROUT COLOR: #24 NATURAL GRAY

GROUT JOINT SIZE: 3/16"

PT-2 MANUFACTURER: DALTILE

STYLE / PATTERN: DIGNITARY UNPOLISHED

COLOR: SUPERIOR TAUPE

NUMBER: DR08 (S-36C9T COVE BASE)

SIZE: 6" X 12"

GROUT: LATICRETE EPOXY SANDED

GROUT COLOR: #24 NATURAL GRAY

GROUT JOINT SIZE: 3/16"

PT-3 MANUFACTURER: DALTILE

STYLE / PATTERN: SKYBRIDGE

COLOR: GRAY

NUMBER: SY98

SIZE: 10" X 14"

INSTALL PATTERN: SOLDIER STACK HORIZONTAL

GROUT: LATICRETE NON SANDED

GROUT COLOR: #90 LIGHT PEWTER

GROUT JOINT SIZE: 1/8"

PT-4 NOT USED

PT-5 MANUFACTURER: DALTILE

STYLE / PATTERN: LUCENT SKIES

COLOR: CRIMSON DUSK

NUMBER: LS12384MS1P

SIZE: 3/8" X 4" MOSAIC ON 12" X 12" MESH SHEETS

INSTALL: RUN HORIZONTAL 4" HIGH

GROUT: LATICRETE NON SANDED

GROUT COLOR: #90 LIGHT PEWTER

GROUT JOINT SIZE: 1/8"

PT-6 MANUFACTURER: DALTILE

STYLE / PATTERN: KEYSTONES

COLOR: KHAKI

NUMBER: DK12

SIZE: (1" X 1" MOSAIC)

INSTALL PATTERN: STANDARD PATTERN MOSAIC

GROUT: LATICRETE

GROUT COLOR: #27 HEMP

GROUT JOINT SIZE: STANDARD WITH TILE MOSAIC

PATTERN

PT-7 MANUFACTURER: DALTILE

STYLE / PATTERN: KEYSTONES

COLOR: KHAKI

NUMBER: DK12 (MB-5 BUILD UP BASE)

SIZE: (1) ROW S-862; (3) ROWS 1X1; (1) ROW C-813

INSTALL PATTERN: STANDARD PATTERN MOSAIC

GROUT: LATICRETE

GROUT COLOR: #27 HEMP

GROUT JOINT SIZE: STANDARD WITH TILE MOSAIC PATTERN

PT-8 MANUFACTURER: DALTILE

STYLE / PATTERN: DIGNITARY UNPOLISHED

COLOR: SUPERIOR TAUPE

NUMBER: DR08

SIZE: 12" X 12" SHEET ABSTRACT MOSAIC

GROUT: LATICRETE

GROUT COLOR: #24 NATURAL GRAY

GROUT JOINT SIZE: 1/8

RESIN PANELS:

RP-1 MANUFACTURER: 3-FORM

STYLE: CHROMA

COLOR: ATLANTIC B35

OPACITY: WHITE OUT

FINISH: RENEWABLE MATT

THICKNESS: 1/4"

FIBER REINFORCED LAMINATE:

FRL MANUFACTURER: PANOLAM / NEVAMAR

STYLE / PATTERN: CALYPSO

NUMBER: NW 288

FINISH: TEXTURED SUEDE (SD)

SOLID SURFACE MATERIAL:

SSM-1 MANUFACTURER: CORIAN

STYLE: TERRA COLLECTION

COLOR: WILLOW

WALK OFF MATT:

WOM-1 MANUFACTURER: SHAW

STYLE: PATH TILE

COLOR: PORABELLA 34761

SIZE: 24" X 24"

INSTALL: QUARTER TURN

FLOORING REP INFORMATION

MOHAWK:

LISA SCHEHR #704-794-7567

lisa_schehr@mohawkind.com

SHAW:

RON GULLEDGE #704-724-4349

ron.gulledge@shawinc.com

DuChateau:

MIKE FELKER #678-910-6782

mfelker@duchateau.com

SIX DEGREES FLOORING SURFACES:

MATT MCGIVERN #410-707-7284

mmcgivern@sixdegreesflooring.com

DAL TILE:

JONATHAN STUDIOSO #704-516-6310

jonathan.studioso@daltile.com

This document is the property of RPA Design and RPA Design retains all rights therein, including copyrights.

It may only be used in a manner consistent with RPA Design's rights while RPA Design is providing services for the specific project identified or referred to herein or extensions thereto.

It may not be used for any other purpose except with the express written agreement of, and compensation to, RPA Design.

Project

City, State

RPA Design Project Number

Drawn By

Checked By

Seal / Signature

Sheet Title

Date

Sheet Number

Issued For

Architect of RecordArchitect of RecordArchitect of RecordArchitect of Record

5960 Fairview Road

Suite 500

Charlotte, NC 28210

887.3500

887.3507 fax

Charlotte Engineers, LLP 5838 Monroe Road, Suite 100 Charlotte, NC 28212

704.531.3000 PHONE

704.531.3001 FAX

MECHANICAL/ELECTRICAL/PLUMBING/FIRE PROTECTION:

Fitzpatrick Engineering Group, PLLC 19520 West Catawba Ave., Ste. 311 Cornelius, NC 28031

704.987.9114 PHONE

704.987.9938 FAX

STRUCTURAL:

Program ManagerProgram ManagerProgram ManagerProgram Manager

13620 Reese Blvd.

Suite 100

Huntersville, NC 28078

401.2040

401.2067 fax

2923 S. Tryon St., Suite 320 Charlotte, NC 28203

704.940.2883 PHONE

Bloc Design, PLLC

CIVIL:

VA Project Number

659-344

U.S. Department of Veterans Affairs

/2

/2

:5

:4

P

M C

U s e rs

\a n n z ie

.b a rf ie ld

.R P

A D

E S

IG

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\D o c u m e n ts

\1 -0

-0

V

A M

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D E x p a n s io n C b a rf ie ld a K

L L J .r v t

IF001

INTERIOR FINISH

LEGEND AND

SPECIFICATIONS

15-0019-00

Expand and Renovate

Emergency Dept (ED)

12/10/18

AB

RH

Salisbury, NC

100% FINAL DESIGN

6" = 1'-0"

CORNER GUARD ATTACHMENT DETAIL

1" = 1'-0"

CORNER GUARD ELEVATION

6" = 1'-0"

WALL PROTECTION - BUMPER GUARD DETAIL

1 1/2" = 1'-0"

FLOOR - SHOWER FLOOR DETAIL

3" = 1'-0"

FLOOR - COVE BASE DETAIL

1" = 1'-0"

FLOOR - FLOOR TRANSITION DETAIL - TILE TO LVT

3" = 1'-0"

FLOOR - Typical Wall to Floor Condition at Tile w/out Base

1/4" = 1'-0"

ENLARGED LVT FLOOR PATTERN - WAITNG

ItemItemItemItem DateDateDateDate DescriptionDescriptionDescriptionDescription

1 02/22/19 Interior Finish Revisions

UP

BUILDING

LAB

BUILDING 3

KEY PLAN

EXISTING NEW

ED

ADDITION

RENOVATION

NW WING

NE WING

A401

AT-1

P-1

RB-1

LVT-4,5

EDUCATION

CONFERENCE

ROOM

AT-1

P-1

RB-1

LVT-4

EQUIPMENT

AT-1

P-5

RB-1

LVT-5

ON-CALL

AT-1, GYP

P-4, PT-3

PT-2

PT-1

SHOWER

AT-1

P-4, PT-3

PT-2

PT-1

STAFF TOILET

AT-1

P-1

RB-1

LVT-2,3,4,5

KITCHENETTE

AT-1

P-1,5

RB-1

LVT-2,3,4,5

STAFF LOUNGE

AT-1

P-1

WSF-1

WSF-1

PATIENT

EFFECTS

AT-1

P-1

WSF-1

WSF-1

DISASTER

SUPPLIES

AT-1

P-1

RB-1

LVT-5

O2 TANKS

AT-1

P-1

RB-1

LVT-5

STAFF

LOCKERS

AT-1

P-1

RB-1

LVT-5

SPD

AT-1

P-1

RB-1

LVT-4

POLICE

GYP

P-1, WP-1

RB-1

LVT-4

POLICE HOLD

AT-1

P-1

RB-1

S.CONC

ELEC

AT-2

P-1, WP-1

WSF-1

WSF-1

FAST TRACK

EXAM

AT-2

P-1,WP-1

WSF-1

WSF-1

FAST TRACK

EXAM

AT-2

P-1,WP-1

WSF-1

WSF-1

TRIAGE

AT-2

P-1, WP-1

WSF-1,2

WSF-1,2

1E023

BARIATRIC

EXAM

AT-2

P-1, WP-1

WSF-1,2

WSF-1,2

1E020

EXAM

AT-1

EPOXY P-1

WSF-1

WSF-1

1E024

HAC

AT-2

P-1, WP-1

WSF-1,2

WSF-1,2

1E025

EXAM

AT-2

P-1, WP-1

WSF-1,2

WSF-1,2

1E026

EXAM

AT-2

P-1, WP-1

WSF-1

WSF-1

1E029

CLEAN LINEN

AT-1

P-1

WSF-1

WSF-1

1E030

IT

GYP

EPOXY P-1

WSF-1

WSF-1

1E034

EXAM

AT-1

P-1

RB-1

LVT1,4

VENDING

AT-1

P-1

RB-1

LVT-5

CLOSET

AT-1

P-1

RB-1

LVT-5,6

C1-1

CORRIDOR

AT-1,GYP

P-1, WP-1

RB-1

LVT1,4

WAITING

LVT-5

AT-1

P-1

RB-1

LVT-5,6

C1-6

CORRIDOR

CG

CG

CG

CG

CG

CG

CG

CG

CG

CG

CG

CG

CGCG

CG

CG CG

CG

CG

CG

CG

CG

CG

CG

CG

CG

CG

EXISTING

FLOORING

LVT-6

LVT-6

LVT-5

LVT-6

LVT-6

LVT-6

LVT-5

LVT-4

LVT-5

LVT-5

LVT-5

9' - 8"

EXST FINISHES

4' - 0"

PLANK DIRECTION

PLANK

DIRECTION

LVT-6

PLANK DIRECTION PARALLEL TO CORRIDOR

PLANK DIRECTION

PARALLEL TO CORRIDOR

LVT-6

PLANK DIRECTION

PARALLEL TO CORRIDOR

PLANK DIRECTION

LVT-6

LVT-5

PLANK

DIRECTION

*GENERAL NOTE: LVT TRANSITIONS SKIM TO FLUSH

This document is the property of RPA Design and RPA Design retains all rights therein, including copyrights.

It may only be used in a manner consistent with RPA Design's rights while RPA Design is providing services for the specific project identified or referred to herein or extensions thereto.

It may not be used for any other purpose except with the express written agreement of, and compensation to, RPA Design.

Project

City, State

RPA Design Project Number

Drawn By

Checked By

Seal / Signature

Sheet Title

Date

Sheet Number

Issued For

Architect of RecordArchitect of RecordArchitect of RecordArchitect of Record

5960 Fairview Road

Suite 500

Charlotte, NC 28210

887.3500

887.3507 fax

Charlotte Engineers, LLP 5838 Monroe Road, Suite 100 Charlotte, NC 28212

704.531.3000 PHONE

704.531.3001 FAX

MECHANICAL/ELECTRICAL/PLUMBING/FIRE PROTECTION:

Fitzpatrick Engineering Group, PLLC 19520 West Catawba Ave., Ste. 311 Cornelius, NC 28031

704.987.9114 PHONE

704.987.9938 FAX

STRUCTURAL:

Program ManagerProgram ManagerProgram ManagerProgram Manager

13620 Reese Blvd.

Suite 100

Huntersville, NC 28078

401.2040

401.2067 fax

2923 S. Tryon St., Suite 320 Charlotte, NC 28203

704.940.2883 PHONE

Bloc Design, PLLC

CIVIL:

VA Project Number

659-344

U.S. Department of Veterans Affairs

/2

/2

:5

:5

P

M C

U s e rs

\a n n z ie

.b a rf ie ld

.R P

A D

E S

IG

N

\D o c u m e n ts

\1 -0

-0

V

A M

C E

D E x p a n s io n C b a rf ie ld a K

L L J .r v t

IF101A

FIRST FLOOR INTERIOR

FINISH PLAN - AREA A

15-0019-00

Expand and Renovate

Emergency Dept (ED)

12/10/18

AB

RH

Salisbury, NC

100% FINAL DESIGN

1/8" = 1'-0"

FIRST FLOOR INTERIOR FINISH PLAN - AREA A

ItemItemItemItem DateDateDateDate DescriptionDescriptionDescriptionDescription

1 02/22/19 Interior Finish Revisions

A401

A404

GYP

P-1, WP-1

RB-1

LVT-4

POLICE HOLD

AT-1

P-1

RB-1

S.CONC

ELEC

AT-1

P-1

RB-1

LVT1,4

VENDING

AT-1

P-1

RB-1

LVT-5,6

C1-1

CORRIDOR

AT-1,GYP

P-1, WP-1

RB-1

LVT1,4

WAITING

AT-2

P-1, WP-1

WSF-1

WSF-1

FAST TRACK

EXAM

AT-2

P-1,WP-1

WSF-1

WSF-1

FAST TRACK

EXAM

AT-2

P-1,WP-1

WSF-1

WSF-1

TRIAGE

AT-2

P-1, WP-1

WSF-1

WSF-1

TRIAGE

AT-2

P-1, WP-1

WSF-1,2

WSF-1,2

1E023

BARIATRIC

EXAM

AT-2

P-1, WP-1

WSF-1,2

WSF-1,2

1E020

EXAM

AT-1

P-1

RB-1

LVT-4

AOD

AT-1

P-1,WP-1

RB-1

WOM-1

VESTIBULE

AT-2

P-1,WP-1

WSF-1,2

WSF-1,2

1E019

EXAM

AT-2

P-1,WP-1

WSF-1,2

WSF-1,2

1E018

EXAM

AT-2

P-1, WP-1

WSF-1,2

WSF-1,2

1E017

EXAM

AT-2

P-1, WP-1

WSF-1,2

WSF-1,2

1E026

EXAM

AT-2

P-1, WP-1

WSF-1,2

WSF-1,2

1E025

EXAM

AT-1

EPOXY P-1

WSF-1

WSF-1

1E024

HAC

AT-2

P-1, WP-1

WSF-1

WSF-1

1E029

CLEAN LINEN

AT-1

P-1

WSF-1

WSF-1

1E030

IT

AT-2

P-1, WP-1

WSF-1,2

WSF-1,2

1E031

EXAM

GYP

EPOXY P-1

WSF-1

WSF-1

1E033

EXAM

GYP

EPOXY P-1

WSF-1

WSF-1

1E034

EXAM

AT-2

P-1, WP-1

WSF-1

WSF-1

1E032

MOBILE

IMAGING

AT-2

P-4, PT-3

PT-2

PT-1

1E001

PAT TLT

AT-2

P-1, WP-1

WSF-1,2

WSF-1,2

1E002

EXAM

AT-2

P-1, WP-1

WSF-1,2

WSF-1,2

1E003

EXAM

AT-2

P-1, WP-1

WSF-1,2

WSF-1,2

1E004

EXAM

GYP

EPOXY P-1,2

PT-7

PT-6

1E005

SHOWER/ TLT

GYP

EPOXY P-1

WSF-1

WSF-1

1E006

M.H.

AT-2

P-4, PT-3

PT-2

PT-1

1E007

TLTAT-2

P-1, WP-1

RB-1

WOM-1

1E008

AMB VESTIBLUE

AT-2

P-1, WP-1

WSF-1,2,3,4

WSF-1,2,3,4

1E009

RESUSCITATION

AT-2

P-1, WP-1

WSF-1

WSF-1

1E010

SOIL WORK

AT-2

P-1, WP-1

WSF-1,2

WSF-1,2

1E011

ISOL

AT-2

P-1

WSF-1

WSF-1

1E013

ANTE

GYP

P-4, PT3

PT-2

PT-1,6

1E012

SHOWER/ TLT

GYP

P-1, PT-3

PT-2

PT-1

1E014

DECON

AT-2

P-1, WP-1

WSF-1,2

WSF-1,2

1E015

EXAM

AT-2

P-1,WP-1

WSF-1,2

WSF-1,2

1E016

EXAM

AT-1

P-5

RB-1

WSF-1

1E040

CARE TEAM

AT-1

P-1

RB-1

WSF-1

1E038

PHYS WORK

AT-1

P-1

RB-1

WSF-1

1E039

POC

GYP

P, WP

SV

SV

1E037

STORAGE

AT-2

P-1

RB-1

WSF-1

1E035

CARE TEAM

AT-2

P-1

RB-1

WSF-1

1E036

MEDS

AT-2, GYP

P-1

SV-1,2,3,4

SV-1,2,3,4

C1-5

CORRIDOR

ACT-2, GYP

P-1

WSF-1,3

WSF-1,3

C1-2

CORRIDOR

C1-4

CORRIDOR

AT-1

P-1

RB-1

LVT-5,6

C1-1

CORRIDOR

CG

CG

CG

CG

CG

CG

CG

CG

CG

CG

CG

CG

CG

CG

CG

CG

CG

CG

CG

CG

CG

CG

CG

CG

CG

CG

CG

CG

CG

CG

CG

CG

CG CG

CG CG

CG

CGCG

CG

CG

CG

CG

CG

CG

CG

CG

CG

CG

CG

A402

CGWP-1 @ 4' AFF

LVT-6

LVT-6

LVT-6

LVT-6

LVT-5

LVT-5

LVT-5

LVT-5

A404

CG

CG

CG

CG

CG

CG

AT-2

P-1

WSF-1

WSF-1

C1-7

COR…