36C25020B0015-0004003.pdf

2'- 6"

3'- 6"

A1

A1

8"

8"

5'-978"

B-B029

(BEYOND)

SIM.

SIM.

11 2" 1'-

0"

3'-0"

5 3

A1

A1

8"

6'-0"

B-B001

(BEYOND)

SIM.

SIM.

1'- 0"

11 2"

3'-0"

2'- 6"

3'- 6" 6

3'- 6"

2'- 6"

AS

AS

12'-4"

C-1203

(BEYOND)

8"

4'-0"

35 35

(TYP.) (TYP.)

3'- 21 2"

42 42

5"

SIM. SIM.

2'- 6"

1'- 0"

AS

AS

12'-4"

(TYP.)

(TYP.)

(TYP.)

C-1202

(BEYOND)

8"

2'-1"

3'- 71 2"

4'-0"

5"

SIM.

SIM.

2'- 6"

3 3 3 3 3

11 11 11 11 11

44444

A1

4'-014" 4'-014" 4'-2"4'-1"4'-1"

13131313

(OPEN)

C-1064

(BEYOND)C-1064

(BEYOND)

(FIELD VERIFY) (FIELD VERIFY) (FIELD VERIFY) (FIELD VERIFY) (FIELD VERIFY) (FIELD VERIFY)

2"

11 2" 2'-

01 2" 4"

2" 11

2"

4'-014"

2" 11

2" 11 2"

2"

11 2" 2'-

01 2" 4"

2'- 6"

A1

2'- 6"

6 63838 3838 3838 38 23

33333

1111111111

13131313

9 9 999 12

A1

(OPEN)

C-1070

(BEYOND)

C-1070

(BEYOND)

4'-014"4'-014"4'-2" 4'-014" 4'-1" 4'-1" (FIELD VERIFY)(FIELD VERIFY)(FIELD VERIFY)(FIELD VERIFY)(FIELD VERIFY)(FIELD VERIFY)

2" 11

2"

(TYP)

11 2" 2'-

41 2"

2'- 6"

4" 11 2"

2'- 01 2"

2" 11

2" 11 2" 11

2"

1'-2"

2'-6"

1'-4"

8"

4"

2"

4"

4"

8"

11 2"

11 2"

2'- 6"

6" M

IN

1"

1'- 0"

1"

2" 1'-

61 4"R3'-6"

21 2"

A-1202 A-1203 B-B001 B-B029 C-2039 C-2040

2'-6"

8"

4"

2"

4"

4"

8"

11 2"

2'- 6"

6" M

IN

A-1202 A-1203 B-B001 B-B029 C-2039 C-2040

SCALE: 3/4" = 1'-0"

ARCHITECTURAL - CASEWORK ELEVATION A-1202

AS1000

SCALE: 3/4" = 1'-0"

ARCHITECTURAL - CASEWORK ELEVATION B-B029

AS1000

SCALE: 1/4" = 1'-0"

ARCHITECTURAL - CASEWORK ELEVATION B-B001

AS1000

SCALE: 3/4" = 1'-0"

ARCHITECTURAL - CASEWORK ELEVATION C-1070

AS1000

SCALE: 3/4" = 1'-0"

ARCHITECTURAL - CASEWORK ELEVATION C-1064

AS1000

SCALE: 3/4" = 1'-0"

ARCHITECTURAL - CASEWORK ELEVATION A-1203

AS1000

PROVIDE AND INSTALL 3" DIAMETER GROMMET, BLACK, 4'-0" O.C. MAXIMUM.

COORDINATE LOCATION(S) WITH VA.

PROVIDE AND INSTALL SOLID SURFACE COUNTERTOP. SEE FINISH SHEETS FOR

ADDITIONAL INFORMATION.

PROVIDE AND INSTALL PLASTIC LAMINATE CASEWORK. SEE FINISH SHEETS FOR

ADDITIONAL INFORMATION.

PROVIDE AND INSTALL NEW METAL WALL / COUNTER SUPPORT BRACKET, 3'-0" O.C.

MAXIMUM. FINISH: BLACK, TYPICAL.

PROVIDE AND INSTALL CONTINUOUS 1 1

2" "L" ALUMINUM ANGLE CLEAT TO SUPPORT ALL

EDGES OF COUNTER MEETING A SUPPORT, TYPICAL.

PROVIDE AND INSTALL CONTINUOUS HINGE BRUSHED NICKEL FINISH.7

PROVIDE AND INSTALL THIN WALL STOP / PROTECTOR AT LOCATION HINGED COUNTER

WILL CONTACT WALL.

FACE OF CASEWORK TO BE REMOVABLE TO ALLOW ACCESS TO POWER AND DATA

CABLES. PROVIDE EXPOSED STAINLESS STEEL FASTENERS AND BEVELED WASHERS.

PROVIDE AND INSTALL ELECTRICAL BACKBOX. SEE ELECTRICAL SHEETS FOR

ADDITIONAL INFORMATION .

PROVIDE AND INSTALL 4" RUBBER BASE. SEE FINISH SHEETS FOR ADDITIONAL

INFORMATION.

REUSE EXISTING WALL ANGLE BRACKETS.12

PROVIDE AND INSTALL NEW 1 1

2" THICK MAX. CUBICAL WALL SYSTEM FROM FLOOR TO

CEILING WITH ACOUSTICAL MATERIAL FINISH (COLOR TO BE SELECTED BY VA).

SECURE TO FLOOR THROUGH BASE CHANNEL RECEIVER AND SECURE TO BULKHEAD

ABOVE TO PREVENT ANY MOVEMENT IN WALL. NOTCH OUT WALL AS NEED FOR TIGHT

FIT AROUND BULKHEAD. PROVIDE AND INSTALL METAL TRIM SYSTEM ON ALL END /

SIDE PANEL FACES ALONG FLOOR, SIDES AND CEILING. SEE SPECIFICATIONS FOR

ADDITIONAL INFORMATION.

PAINTED EXISTING DRYWALL SEE FINISH SHEETS FOR ADDITIONAL INFORMATION.14

4" WIRE PULL, TYPICAL, BRUSHED NICKEL FINISH.15

2" HPL SHELF WITH PVC EDGING. SEE FINISH SCHEDULE FOR ADDITIONAL

INFORMATION.

DIMENSIONS ARE TO CORNER OF WALL UNLESS NOTED OTHERWISE.

FLOORING AND DOOR CONTRACTOR TO COORDINATE ALL WORK TO ENSURE DOORS

DO NOT RUB ON NEW FLOORING/FINISHES.

ALL CONTRACTORS ARE RESPONSIBLE FOR CLEANING SITE TO THE BEST OF THEIR

ABILITIES AT THE END OF EACH WORK DAY.

ALL CONTRACTORS TO VERIFY STAGING AND STORAGE LOCATIONS OF ALL

MATERIALS AND EQUIPMENT WITH OWNER PRIOR TO BEGINNING OF CONSTRUCTION.

ALL CONTRACTORS RESPONSIBLE FOR ANY DAMAGES CAUSED BY THEM DURING THE

CONSTRUCTION PROCESS. IN THE EVENT OF ANY DAMAGES CONTRACTOR IS TO

CONTACT THE OWNER IMMEDIATELY PRIOR TO THE END OF THE DAY OF

CONSTRUCTION.

ALL WOOD FRAMING MATERIAL SHALL BE FIRE-RETARDANT RATED.

4" HPL DOOR WITH MATCHING PVC EDGING. SEE FINISH SHEETS FOR ADDITIONAL

INFORMATION.

4" MDF WITH WOOD BLOCKING SUPPORT.18

VA PROVIDED EQUIPMENT. VERIFY REQUIREMENTS WITH VA PRIOR TO CASEWORK19

PROVIDE AND INSTALL PLASTIC LAMINATE DUST SHELF.

SCALE: 1 1/2" = 1'-0"

ARCHITECTURAL - CASEWORK SECTION

AS1000

SCALE: 1 1/2" = 1'-0"

ARCHITECTURAL - CASEWORK SECTION

AS1000

NOT ALL KEY NOTES USED ON THIS SHEET. SEE

AS1001, AS1002, & AS1004 FOR ADDITIONAL

INFORMATION.

NOTE:

PROVIDE AND INSTALL RESIN PANEL SUSPENDED WALL SYSTEM RP-1. SEE FINISH

SHEETS AND SPECIFICATIONS FOR ADDITIONAL INFORMATION.

21 PROVIDE AND INSTALL CONTINUOUS 1" DIAMETER CLEAR ANODIZED ALUMINUM

STANDOFF, TYPICAL.

22 PROVIDE AND INSTALL 4" SOLID SURFACE BACK SPLASH. SEE FINISH SHEETS FOR

ADDITIONAL INFORMATION.

PROVIDE AND INSTALL 1" HPL BOARD WITH LAMINATE INDICATED ON FINISH SHEETS.

BOARD TO BE SECURED TO THE FLOOR WITH "L" BRACKETS AND THROUGH-BOLTED

INTO ADJACENT PARTITION AND CASEWORK. BOARD TO SUPPORT FLIP COUNTER

WHEN LAID HORIZONTALLY. SEE DETAIL 2/AS101C.

4" HPL DRAWER WITH MATCHING PVC EDGING, LOCKABLE. SUB-FRONT, BACK, AND

SIDES TO BE 3

4" HPL. DRAWER ON SLIDES WITH SELF CLOSING FUNCTION. SEE FINISH

SCHEDULE FOR ADDITIONAL INFORMATION.

KV 255C STANDARDS KV256CC SUPPORT CLIPS, TYPICAL.25

4" HPL SHELF WITH PVC EDGING. SEE FINISH SCHEDULE FOR ADDITIONAL

INFORMATION.

4" HPL CABINET SUB-TOP, BOTTOM, AND SIDES.27

PULL DOWN SHUTTER SIDE RAIL. SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION.28

PULL DOWN SHUTTER TOP BOX. SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION.29

NEW METAL STUD AND DRYWALL WALL SYSTEM / BULKHEAD ABOVE. SEE DETAIL

1 / AS1003 AND SECTION 3 / AS1001.

NEW FRT WOOD STUD BULKHEAD. ONLY FIRE RETARDANT TREATED WOOD STUDS AND

FRAMING TO BE USED.

PULL ACROSS FOLDING GATE TOP MOUNTING TRACK. SEE SPECIFICATIONS FOR

ADDITIONAL INFORMATION.

BULKHEAD TO BE BRACED TO DECK. CONTRACTOR TO ENSURE PROPER BRACING AND

FIELD VERIFY EXACT LOCATION.

EXISTING RUBBER BASE. CONTRACTOR TO ENSURE NOT TO DAMAGE DURING

CONSTRUCTION.

1 12" HPL VERTICAL SUPPORT, TYPICAL.35

PROVIDE AND INSTALL STAINLESS STEEL CORNER GUARD, CONTINUOUS.36

20 GA 3 - 5

8" METAL STUD BOX HEADER.39

NEW 20 GA 3 - 5

8" METAL STUD FRAMING AT 16" O.C. MIN. FRAME AROUND EXISTING

STRUCTURE, MEP, COMMUNICATIONS, AND FIRE PROTECTION SYSTEMS AS NEEDED.

ACOUSTICAL CEILING SYSTEM.41

PROVIDE AND INSTALL PLASTIC LAMINATE LM-1 TO UNDERSIDE OF COUNTER. SEE

FINISH SHEETS FOR ADDITIONAL INFORMATION.

2" W x 34" D REVEAL IN CASEWORK, TYPICAL.42

2 X 6 FRT BRACING ANCHORED BACK TO DECK ABOVE TO PREVENT ALL MOVEMENT IN

NEW SHUTTER BULKHEAD SYSTEM.

2 X 6 FRT STUDS AT 16" O.C. MIN. FRAME AROUND EXISTING STRUCTURE, MEP,

COMMUNICATIONS, AND FIRE PROTECTION AS NEEDED.

PROVIDE AND INSTALL PLASTIC LAMINATE CASEWORK SIDES TO BE SECURED TO

COUNTERTOP AND FRONT FACE.

2" THREADED ROD ANCHOR, CONTINUOUS.45

NEW 58" IMPACT RESISTANT TYPE "X'" GYPSUM BOARD.46

2 X 6 FRT FRAMING.47

PROVIDE AND INSTALL 3

4" DIA. PIN HOLE IN FLOOR EVERY 6'-0" / AS NEEDED FOR PULL

ACROSS FOLDING GATE LOCK PIN. SEE SPECIFICATIONS FOR ADDITIONAL

INFORMATION.

EXISTING MODIFIED WALL / BULKHEAD SYSTEM, PAINTED. SEE FINISH SHEET FOR

ADDITIONAL INFORMATION.

DUST COVER.50

Scale: 1/4"=1'-0"Scale: 1/4"=1'-0"

All concepts, ideas, design elements, plans, and details as shown on this document are the sole property of Viridian Architectural Design

Inc. and shall not be used for any purpose without prior expressed written consent. The

Contracting Officer Representative shall be permitted to retain copies for information and reference.

2020 E. Washington Boulevard

Suite 200

Fort Wayne, Indiana 46803

PH: 260.424.4830

www.viridian-design.net

VIRIDIAN

ARCHITECTURAL DESIGN INC.

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CMW

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TWT

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ARCHITECTURAL-CASEWORK

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AS1000

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ELEVATIONS

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CASEWORK NOTES

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GENERAL CONSTRUCTION NOTES

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CASEWORK NOTES CONT'D

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CASEWORK NOTES CONT'D

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AutoCAD SHX Text Approved: Project Director

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CONSULTANTS:

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ARCHITECT/ENGINEERS:

AutoCAD SHX Text one eighth inch = one foot

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AutoCAD SHX Text three inches = one foot

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AutoCAD SHX Text one and one half inches = one foot

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VA FORM 08-6231

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AutoCAD SHX Text Office of Construction and Facilities Management

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INDIANAPOLIS, INDIANA

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RENOVATE WAITING ROOMS, 8FY15

AutoCAD SHX Text 583-15-108

AutoCAD SHX Text 08/06/2019

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BUILDING 1

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CERTIFICATION: