Attachment 06 - Drawings - 578-701.A.20230531_5.pdf
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- Attached to
- 36C77623B0043 - EHRM Infrastructure Upgrades - Hines, IL - Solicitation Federal contract opportunity
- Solicitation number
- 36C77623B0043
About this file
This document provides details for a federal contract opportunity for infrastructure upgrades at a Veterans Affairs facility in Hines, Illinois. The solicitation number is 36C77623B0043 and is being issued by the Department of Veterans Affairs Technology Acquisition Center in Austin, Texas as a special notice. The opportunity involves upgrading the EHRM infrastructure at the Hines VA medical center, as outlined in Attachment 06, a 15MB set of technical drawings. Responses to the solicitation are due on May 31, 2023. The award date and any additional requirements or terms were not specified in the provided information.
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TR
6' - 7 3/4" 1' - 10" 5' - 0" 3' - 8 3/4"
6'
1/ 2"
1/ 4"
3'
/2
10' - 10 1/2"
953A x9 x8 xK
SD-1
RB-1
P-1
FEC
FLEX
953A
S3C.GW
S3C.G
IN-03.01
IN-03.01
TR
E 8' - 0" 11
3/ 4"
10' - 5 1/2"
4' - 1" 6' - 4 1/2"
6'
0"
6' - 3 1/2" x9 x8 xK
B 8' - 0"
D 8' - 0"
FLEX
953A
B 8' - 0"
22 9
1'
3' - 8" 4' - 0 1/4"
3'
4'
2 2
6' - 4" 2' - 1 3/4" 5' - 0" 3' - 8 3/4"
6' - 3 1/2"
/2
2'
/4
4' - 6" x9 x8 xK
D 8' - 0"
2' - 2 1/2" 5' - 0" 3' - 8 3/4"
1'
1'
1/ 4"
4" 4'
1/
2" 6'
0" x9 x8 xK
B 8' - 0"
6' - 3 1/4"
TR
6' - 11" 1' - 9 1/4"
5' - 0" 3' - 8 1/4"
6'
/2
3'
/2
10' - 10 1/2"
858A x9 x8 xK
SD-1
RB-1
P-1FEC
FLEX
858A
S3C.GW
S3C.G
IN-03.01
IN-03.01
TR
B 8' - 0"
E 8' - 0" 11
/4
10' - 4 1/4"
6'
6' - 6 3/4" x9 x8 xK
B 8' - 0"
FLEX
858A
B 8' - 0"
22 9
1'
3' - 8" 4' - 0 1/4"
3'
4'
2 2
6' - 7" 2' - 1 1/4" 5' - 0" 4' - 0 1/4"
6' - 6 3/4"
/2
2'
/4 x9 x8 xK
7B 8' - 0"
2' - 1 1/2" 5' - 0" 3' - 8 1/4"
1' x9 x8 xK
B 8' - 0"
B 8' - 0"
8'
/4
6' - 6 3/4"
TR
6' - 7 1/4" 1' - 8" 5' - 0" 3' - 8 3/4"
7'
/4
3'
/2
10' - 8 1/4"
3/ 4"
3 772A x9 x8 xK
SD-1
RB-1
P-1
FEC
FLEX
772A
S3C.GW
S3C.G
IN-03.01
IN-03.01
TR
E 8' - 5"
D 8' - 5"
10' - 3 1/2"
3' - 6 1/2" 6' - 9"
7'
6' - 3" x9 x8 xK
B 8' - 0"
FLEX
772A
B 8' - 0"
22 9
1'
3' - 8" 4' - 0 1/4"
3'
4'
2 2
6' - 7 1/4" 1' - 8" 5' - 0" 3' - 8 3/4"
/2
5"
3' - 7 3/4" 6' - 9"
6' - 3" x9 x8 xK
D 8' - 5"
2' - 0 1/4" 5' - 0" 3' - 8 3/4"
1'
4' - 0" 6' - 9"
7'
4'
/2
5" 2'
/2 x9 x8 xK
B 8' - 0"
6' - 3"
VERTICAL SPACE
ELEVATOR
RCC729C
VERTICAL SPACE
ELEVATOR
RCC730C
VERTICAL SPACE
CHASE
RCC735C
VERTICAL SPACE
CHASE
773A
COMMON SPACE
CORRIDOR
RCC726R
VERTICAL SPACE
ELEVATOR
RCC729C
VERTICAL SPACE
ELEVATOR
RCC730C
VERTICAL SPACE
CHASE
RCC735C
VERTICAL SPACE
CHASE
773A
VERTICAL SPACE
RC729R
NUTRITION/FOOD
PANTRY
VERTICAL SPACE
ELEVATOR
RCC729C
VERTICAL SPACE
ELEVATOR
RCC730C
VERTICAL SPACE
CHASE
RCC735C
VERTICAL SPACE
CHASE
773A
VERTICAL SPACE
RC729R
NUTRITION/FOOD
PANTRY
VERTICAL SPACE
ELEVATOR
RCC729C
VERTICAL SPACE
ELEVATOR
RCC730C
VERTICAL SPACE
CHASE
RCC735C
VERTICAL SPACE
CHASE
773A
VERTICAL SPACE
CHASE
RCC834C
VERTICAL SPACE
CHASE
838A
VERTICAL SPACE
ELEVATOR
RCC833C
VERTICAL SPACE
ELEVATOR
RCC832C
COMMON SPACE
CORRIDOR
RCC825R
VERTICAL SPACE
CHASE
RCC834C
VERTICAL SPACE
CHASE
838A
VERTICAL SPACE
ELEVATOR
RCC833C
VERTICAL SPACE
ELEVATOR
RCC832C
VERTICAL SPACE
CHASE
RCC823R
NUTRITION/FOOD
PANTRY
VERTICAL SPACE
CHASE
RCC834C
VERTICAL SPACE
CHASE
838A
VERTICAL SPACE
ELEVATOR
RCC833C
VERTICAL SPACE
ELEVATOR
RCC832C
VERTICAL SPACE
CHASE
RCC823R
NUTRITION/FOOD
PANTRY
VERTICAL SPACE
CHASE
RCC834C
VERTICAL SPACE
CHASE
838A
VERTICAL SPACE
ELEVATOR
RCC833C
VERTICAL SPACE
ELEVATOR
RCC832C
VERTICAL SPACE
ELEVATOR
RCC925C
VERTICAL SPACE
ELEVATOR
RCC926C
VERTICAL SPACE
CHASE
RCC920C
VERTICAL SPACE
CHASE
954A
COMMON SPACE
CORRIDOR
RCC903R
VERTICAL SPACE
ELEVATOR
RCC925C
VERTICAL SPACE
ELEVATOR
RCC926C
VERTICAL SPACE
CHASE
RCC920C
VERTICAL SPACE
CHASE
954A
VERTICAL SPACE
ELEVATOR
RCC925C
VERTICAL SPACE
ELEVATOR
RCC926C
VERTICAL SPACE
CHASE
RCC920C
NUTRITION/FOOD
PANTRY
VERTICAL SPACE
RCC904R
VERTICAL SPACE
CHASE
954A
VERTICAL SPACE
ELEVATOR
RCC925C
VERTICAL SPACE
ELEVATOR
RCC926C
VERTICAL SPACE
CHASE
RCC920C
NUTRITION/FOOD
PANTRY
VERTICAL SPACE
RCC904R VERTICAL SPACE
CHASE
954A
A. REFERENCE STRUCTURAL, MECHANICAL, PLUMBING, FIRE PROTECTION AND
ELECTRICAL FOR COORDINATION ITEMS. COORDINATE AS REQUIRED INCLUDING
NECESSARY FRAMING, BLOCKING, ETC.
B. VERIFY EXISTING FIELD CONDITIONS PRIOR TO BEGINNING WORK, AND REPORT
DISCREPANCIES IMMEDIATELY TO ARCHITECT FOR CLARIFICATION.
C. PATCH EXISTING PARTITIONS WHERE NEW PARTITIONS MEET.
D. PROVIDE MINIMUM CLEARANCES AT ALL DOORS PER ABA REQUIREMENTS.
E. WHERE NO DIMENSION IS INDICATED, FINISH DOORS 6" FROM EDGE OF STUD
FRAMING AT CORNERS UNLESS OTHERWISE NOTED.
F. REFER TO EQUIPMENT SHEETS FOR EQUIPMENT SCHEDULE AND INFORMATION.
G. LEVEL AND INFILL FLOOR SLAB TO RECEIVE NEW FLOORING. REFER TO
SPECIFICATIONS AND FLOORING MANUFACTURE'S TOLERANCES FOR ADDITIONAL
INFORMATION.
H. PROVIDE METAL PLATE ON UNDERSIDE OF FLOOR SLAB WHERE CONCRETE INFILL IS
REQUIRED AND CHIP AWAY CONCRETE AT FLOOR LEVEL TO CREATE A SLOPED
OPENING/LIP TO PATCH PENETRATIONS AND PREVENT CONCRETE INFILL CORE FROM
FALLING THROUGH OPENING TO FLOOR BELOW.
I. ALL KEYNOTES MAY NOT BE APPLICABLE TO EACH SHEET - CONTRACTOR SHALL
VERIFY.
J. ALL DIMENSIONS SHOWN ARE TO FACE OF WALL FRAMING/ MASONRY UNLESS NOTED
OTHERWISE. DIMENSIONS DESIGNATES AS "CLR" OR "CLEAR" INDICATE A CLEAR
DIMENSION FROM FACE OF FINISH TO FACE OF FINISH.
K. VERIFY EXISTING FIELD CONDITIONS PRIOR TO BEGINNING WORK, AND REPORT
DISCREPANCIES IMMEDIATELY TO ARCHITECT FOR CLARIFICATION.
L. CONTRACTOR TO MAINTAIN/REPAIR RATING OF EXISTING PARTITIONS AS AFFECTED
BY DEMOLITION/NEW CONSTRUCTION, TYPICAL THROUGHOUT.
M. PROVIDE CONTROL JOINT ON CONTINUOUS GYPSUM BOARD WALLS GREATER THAN
30' LONG.
N. PROVIDE CONTROL JOINTS AT CORNERS OF DOORS OR WINDOWS.
O. ALL NEW PARTITIONS ARE WALL TYPE S3C.G UNLESS NOTED OTHERWISE. REFER TO
WALL TYPE GENERAL NOTES FOR WALL BOARD MATERIAL.
P. NON-RATED WALL CONSTRUCTION THAT FORMS CHASE AREAS DOES NOT REQUIRE
GYPSUM BOARD INSTALLATION ON INTERIOR OF CHASE WALL.
Q. DIMENSIONS INDICATED AS 'VIF' MAY INCREASE OR DECREASE TO MATCH FIELD
CONDITIONS. ALL OTHER DIMENSIONS WITHIN THE DIMENSION STRING MUST BE
MAINTAINED.
R. PROVIDE BLOCKING AND STRAPPING FOR WALL MOUNTED CASEWORK, FURNITURE,
AND ACCESSORIES. COORDINATE WITH FLOOR PLANS, SCHEDULES, ELEVATIONS,
AND ENGINEERING DRAWINGS FOR FULL SCOPE OF WORK.
S. PATCH WALL AREAS ABOVE AND AROUND NEW DOORS TO MATCH EXISTING. SEE
FINISH SHEETS FOR ADDITIONAL INFORMATION.
T. PATCH WALL AREA AROUND NEW FEC LOCATION. SEE FINISH SHEETS.
U. ICRA LOCATIONS SHOWN ON AE100 SERIES SHEETS. SEE SHEET AE001 FOR ICRA
DEALS. FINAL LOCATION OF PARTITIONS TO BE DETERMINED BY THE CONTRACTOR.
ARCHITECTURAL GENERAL NOTES
ARCHITECTURAL PLAN NOTES
1. PARTITION INFILL WITH METAL STUD AT 16" O.C. AND 5/8" THK. GYPSUM BOARD- PRIME
AND PAINT ON EACH SIDE (STAGGER STUD TO ACCOMMODATE EXISTING WALL
THICKNESS WHERE REQUIRED).
2. NEW PARTITION. PRIME AND PAINT.
3. NEW DOOR, FRAME, AND HARDWARE.
4. INFILL EXISTING WINDOW. SEE SHEET AE540.
5. PAINT INTERIOR OF ROOM FROM CORNER TO CORNER, FLOOR TO CEILING. SEE
SHEET AF600.
6. INSTALL NEW FLOORING. SEE SHEET AF600.
7. INSTALL NEW VINYL BASE. SEE SHEET AF600.
8. ALIGN FINISH FACE OF WALL WITH OUTER FINISH FACE OF EXISTING WALL. PROVIDE
SEAMLESS TRANSITION AND NEW FINISH. ALIGN FINISH FACE OF WALL, BOTH SIDES
WHERE APPLICABLE.
9. INFILL PORTION OF EXISTING SLAB. REFERENCE STRUCTURAL.
10. INSTALL SHAFTWALL (UL415).
11. INSTALL WALL TYPE GW (PAINT). ALL WALL MOUNTED PLYWOOD TO HAVE FP-1 WITH
P-1 TOP COAT. SEE SHEET AF600 FOR ALL OTHER WALL SURFACES. SEE AE/540 FOR
DETAILS.
12. INSTALL 24" X 36" ACCESS PANEL 4'-0" A.F.F. (2 HR.).
13. MATCH EXISTING FINISHES; WALLS, FLOORS, BASE, CEILINGS, HAND AND
GUARDRAILS, ETC. SEE SHEET AF600. ANY SPACES LEFT BLANK ARE TO BE
DETERMINED IN THE FIELD. COORDINATE EXACT REQUIREMENTS WITH FACILITY.
14. CLOTHES WASHER, 27" X 42" X 26". VA SUPPLIED.
15. CLOTHES DRYER, 27" X 42" X 28". VA SUPPLIED.
16. INSTALL SALVAGED DOOR IN NEW LOCATION. SEE DOOR SCHEDULE.
17. INSTALL RELOCATED EXISTING SIGNAGE.
18. PATCH AND REPAIR FLOOR. SEE SHEET AF600 FOR FINISHES.
19. INSTALL 5/8" THK. GYPSUM BOARD TO DECK WITH SEALANT. PRIME, PAINT, AND
INSTALL NEW VINYL BASE TO MATCH EXISTING. SEE SHEET AF600.
20. LEAK PREVENTION BARRIER. COORDINATE WITH PLUMBING AND SEE SHEET AE540.
21. PARTITION INFILL WITH CONCRETE MASONRY UNITS. MATCH EXISTING- PRIME AND
PAINT ON EACH SIDE.
22. INSTALL WALL TYPE U415 (PAINT). SEE SHEET AF600 FINISHES. SEE AE/540 FOR
DETAILS.
A. THE ARCHITECTURAL REFLECTED CEILING PLAN SHALL GOVERN THE LAYOUT OF ALL
CEILING ELEMENTS, HEIGHTS AND/OR PENETRATIONS. COORDINATION OF THE
ARCHITECTURAL AND ENGINEERING ELEMENTS ARE THE RESPONSIBILITY OF THE
CONTRACTOR. THE CONTRACTOR IS TO VERIFY FIELD CONDITIONS AND REPORTS
ANY DISCREPANCIES TO ARCHITECT AND COR.
B. SHOWN SIZES OF MECHANICAL, ELECTRICAL AND PLUMBING EQUIPMENT ARE FOR
REFERENCE ONLY. REFER TO ENGINEERING PLANS FOR ADDITIONAL INFORMATION.
COORDINATE SCOPE OF WORK WITH ENGINEERING DRAWINGS, UNLESS OTHERWISE
NOTED.
C. ACOUSTIC PANEL CEILING SHALL BE CENTERED IN THE ROOM AND INSTALLED TO
ELIMINATE NARROW CUT STRIPS OF PANELS ALONG THE EDGES OF WALLS AND
BULKHEADS, UNLESS OTHERWISE NOTED. COORDINATE WITH THE LIGHTING LAYOUT.
THE LIGHTING SHALL BE CENTERED IN ROOMS.
D. CEILING MOUNTED ITEMS (SPRINKLER HEADS, MOUNTING DEVICES, ETC.) SHALL BE
CENTERED IN THE CEILING PANELS UNLESS NOTED OTHERWISE.
E. ABOVE CEILING WORK REQUIRED BEYOND THE SCOPE OF THE WORK SHALL BE
COORDINATED WITH PATIENT SAFETY, INFECTION CONTROL, AND COR.
F. CEILING TILE REMOVED IN ORDER TO COMPLETE ABOVE CEILING WORK SHALL BE
STORED IN A SAFE DRY LOCATION. DAMAGED OR BROKEN CEILING TILES SHALL BE
REPLACED. DRYWALL CEILINGS SHALL BE PATCHED, PREPPED AND NEW FINISH
APPLIED TO MATCH EXISTING.
G. REFER TO FINISHES SHEETS AND SPECIFICATIONS FOR INFORMATION ON GYPSUM
BOARD PAINT FINISH.
H. CEILINGS AFFECTED BY CONSTRUCTION ARE TO BE REPAIRED AT THE TERMINATION
POINT AND RETURNED TO "AS NEW" CONDITION.
REFLECTED CEILING GENERAL NOTES
REFLECTED CEILING PLAN NOTES
1. NEW CEILING TO MATCH EXISTING IN ADJACENT SPACE.
A. COORDINATE DEMOLITION WITH NEW CONSTRUCTION. ALL DEMOLITION AND REPAIR
NECESSARY TO COMPLETE NEW AND REMODEL CONSTRUCTION SHALL BE PROVIDED.
CONTRACTOR SHALL REMOVE EXISTING IMPROVEMENTS WHETHER OR NOT
SPECIFICALLY INDICATED ON THE DRAWINGS TO FACILITATE THE COMPLETION OF ALL
REQUIRED WORK. CONTRACTOR SHALL VISIT THE SITE AND VERIFY ALL QUANTITIES
AND ITEMS REQUIRED TO BE REMOVED.
B. REFER TO ARCHITECTURAL SYMBOLS SHEET FOR DEMOLITION SYSTEMS AND
DRAWING NOMENCLATURE.
C. EXISTING STRUCTURE WITHIN THE PROJECT BOUNDARY SHALL REMAIN UNLESS
OTHERWISE NOTED.
D. SURFACES TO BE CUT AND CONDITIONS UNDER WHICH CUTTING IS TO BE
PREFORMED SHALL BE REVIEWED BY CONTRACTOR PRIOR TO CUTTING TO VERIFY
NO UNSAFE OR UNSATISFACTORY CONDITIONS EXIST. SUCH CONDITIONS SHALL BE
RECTIFIED BEFORE WORK MAY PROCEED.
E. EXTENTS OF DEMOLITION SHALL BE COORDINATED WITH THE ARCHITECTURAL FLOOR
PLAN AND ENGINEERING DRAWINGS FOR ADDITIONAL INFORMATION.
F. DIMENSIONS SHOWN FOR EXISTING CONSTRUCTION TO BE DEMOLISHED ARE
APPROXIMATE AND ARE INTENDED TO GIVE A GENERAL SCOPE OF WORK TO BE
REMOVED OR TEMPORARILY REMOVED TO ACCOMMODATE NEW CONSTRUCTION.
COORDINATE DEMOLITION WORK WITH DESIGN INTENT OF NEW CONSTRUCTION TO
PROVIDE ADEQUATE AREA FOR THIS WORK.
G. CONTRACTORS SHALL REMOVE INDICATED DEMOLITION OF CONSTRUCTION
ASSEMBLIES IN THEIR ENTIRETY, UNLESS OTHERWISE NOTED, TO ACCOMMODATE
NEW CONSTRUCTION.
H. MAKE ALL DEMOLITION CLEAN AND COMPLETE IN A MANNER TO RECEIVE NEW
FINISHES. DEMOLITION SHOULD BE PERFORMED IN A MANNER SUCH THAT THE
CONTRACTOR CAN SEAMLESSLY PATCH NEW WORK TO BE SMOOTH AND
UNDETECTABLE.
I. ABOVE CEILING WORK WHERE CEILINGS ARE TO REMAIN, CEILING TILES SHALL BE
REMOVED AND STORED IN A SAFE MANNER UNTIL CEILING TILES CAN BE
REINSTALLED. DAMAGED AND BROKEN CEILING TILES SHALL BE REPLACED BY
CONTRACTOR. GYPSUM BOARD CEILINGS SHALL BE PATCHED AND PAINTED TO
SEAMLESSLY MATCH EXISTING CEILING COLOR FOLLOWING ABOVE CEILING
DEMOLITION ACTIVITY. THIS SHALL INCLUDE REPAIR TO THE CEILING GRID,
SUSPENSION SYSTEM AND ALL ASSOCIATED ASSEMBLIES AS WELL AS THE
REPLACEMENT OF DAMAGED CEILING PANELS, WITHIN AND BEYOND PROJECT LIMITS.
J. COORDINATE FULL SCOPE OF DEMOLITION WORK WITH ENGINEERING AND VENDOR
DRAWINGS.
K. WHERE EXISTING FLOOR FINISH IS REMOVED, FLOORING AND ADHESIVE SHALL BE
REMOVED TO PROVIDE A CLEAN FLOOR SLAB. FLOOR SLAB SHALL BE FILLED/
LEVELED TO PROVIDE A LEVEL FINISH PER NEW FLOORING MANUFACTURES
RECOMMENDATIONS. REFER TO SPECIFICATION 09 05 16.
L. ALL KEYNOTES MAY NOT BE APPLICABLE TO EACH SHEET - CONTRACTOR SHALL
VERIFY.
M. AREAS ADJACENT TO DEMOLITION AND NEW CONSTRUCTION TO BE REPAIRED TO "AS
NEW" CONDITION.
DEMOLITION GENERAL NOTES
DEMOLITION PLAN NOTES
1. REMOVE EXISTING DOOR, FRAME, AND HARDWARE.
2. REMOVE PORTION OF EXISTING PARTITION IN ITS ENTIRETY.
3. REMOVE EXISTING DOOR, FRAME, HARDWARE, AND PORTION OF EXISTING PARTITION
TO ACCOMMODATE NEW WORK.
4. REMOVE EXISTING WINDOW IN IT'S ENTIRETY, AND PREPARE FOR RELOCATION.
5. REMOVE EXISTING WINDOW AND FRAME.
6. RELOCATE EXISTING EQUIPMENT, COORDINATE WITH FACILITY FOR FINAL LOCATION.
7. PORTION OF EXISTING CEILING TO BE REMOVED / MODIFIED AS REQUIRED FOR NEW
CEILING LAYOUT. SEE PLANS. MAINTAIN SURROUNDING CEILINGS.
8. REMOVE EXISTING FINISH FLOORING MATERIAL IN ITS ENTIRETY AND PREPARE AREA
FOR NEW VINYL TILE.
9. REMOVE EXISTING FLOOR BASE.
10. REMOVE EXISTING WALL FINISHES TO STRUCTURE. PREPARE FOR NEW WALL TYPE.
11. PREPARE EXISTING CONCRETE FLOOR FOR NEW VINYL TILE.
12. PREPARE EXISTING MASONRY WALL FOR NEW PLYWOOD FINISH.
13. REMOVE EXISTING MILLWORK CABINETS AND SHELVING.
14. REMOVE EXISTING COUNTER TOP.
15. REMOVE EXISTING HANDRAIL AND CRASHRAIL.
16. REMOVE EXISTING PLUMBING FIXTURES AND CAP UTILITIES ON FLOOR BELOW. SEE
PLUMBING DEMO SHEETS.
17. REMOVE EXISTING RAILING IN ITS ENTIRETY.
18. NOT USED.
19. REMOVE EXISTING CEILING IN ITS ENTIRETY.
20. REMOVE EXISTING BASE-BOARD HEATER.
21. PATCH AND REPAIR EXTERIOR WALL WITH EXISTING DAMAGE TO AS-NEW CONDITION.
22. REMOVE PORTION OF EXISTING FLOOR IN ITS ENTIRETY AND PREPARE AREA FOR
NEW VINYL TILE.
23. REMOVE PORTION OF EXISTING WALL FOR FIRE EXTINGUISHER CABINET. SEE SHEET
AE540 FOR CABINET DETAIL.
24. REMOVE EXISTING DOOR, FRAME, AND HARDWARE FOR SALVAGE AND REUSE. SEE
DOOR SCHEDULE.
25. REMOVE EXISTING SIGNAGE FOR SALVAGE AND REUSE.
A
REFLECTED CEILING TYPE LEGEND
TYPE GRAPHIC DESCRIPTION
B
C
D
8x8 ACOUSTICAL CEILING TILE (AT-1)
2x2 ACOUSTICAL CEILING TILE (AT-2)
2x4 ACOUSTICAL CEILING TILE (AT-3)
GYPSUM BOARD CEILING. CEILING PAINT.
E NO CEILING / EXISTING
CEILING TO REMAIN
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
100% FINAL STAMPED
BID DOCUMENTS
FULLY SPRINKLERED
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
Phase
ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
10360 Ellison Circle Omaha, NE 68134 Phone: 402.991.5520 www.specializedeng.com
SES Project :
1221 N. Pennsylvania St.
Indianapolis, IN 46202 Phone: 317.800.6388 www.guidondesign.com
GD Project :
B
IM
/2
V
A H in e s E
H R
M I n fr a s tr u c tu re D e s ig n P h a s e
I I/
-7
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.A
R
.r v t
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:4
:2
A
M
B200-AE406
ENLARGED FLOOR PLANS ELECTRONIC HEALTH RECORD
MODERNIZATION (EHRM)
INFRASTRUCTURE UPGRADES
5000 5TH AVE, HINES, IL 60141
578-21-701
05/31/2023 LNS
SCALE: 1/4" = 1'-0"B200-AE406
9 NINTH LEVEL - ENLARGED FLOOR PLAN
SCALE: 1/4" = 1'-0"B200-AE406
10 NINTH LEVEL - ENLARGED CEILING PLAN
SCALE: 1/4" = 1'-0"B200-AE406
11 NINTH LEVEL - ENLARGED DEMO PLAN
SCALE: 1/4" = 1'-0"B200-AE406
12 NINTH LEVEL - ENLARGED CEILING DEMO PLAN
SCALE: 1/4" = 1'-0"B200-AE406
5 EIGHTH LEVEL -ENLARGED FLOOR PLAN
SCALE: 1/4" = 1'-0"B200-AE406
6 EIGHTH LEVEL -ENLARGED CEILING PLAN
SCALE: 1/4" = 1'-0"B200-AE406
7 EIGHTH LEVEL -ENLARGED DEMO PLAN
SCALE: 1/4" = 1'-0"B200-AE406
8 EIGHTH LEVEL -ENLARGED CEILING DEMO PLAN
SCALE: 1/4" = 1'-0"B200-AE406
1 SEVENTH LEVEL - ENLARGED FLOOR PLAN
SCALE: 1/4" = 1'-0"B200-AE406
2 SEVENTH LEVEL - ENLARGED CEILING PLAN
SCALE: 1/4" = 1'-0"B200-AE406
3 SEVENTH LEVEL - ENLARGED DEMO PLAN
SCALE: 1/4" = 1'-0"B200-AE406
4 SEVENTH LEVEL - ENLARGED CEILING DEMO PLAN
0' 4' 8' 12'2'
Revisions: Date: JG
NOT F
OR
CONSTRUCTIO
N
6' - 7 3/4"
1' - 10 1/4"
5' - 0" 3' - 7 1/2"
7'
3'
10' - 9 1/4"
/2
1272A x9 x8 xK
SD-1
RB-1
P-1
FEC
FLEX
1272A
IN-03.01
S3C.G
S3C.GW
IN-03.01
TR
E 8' - 0"
/4
10' - 4 1/2"6' - 3 1/2"
7'
/2 x9 x8 xK
B 8' - 0"
FLEX
1272A
D 8' - 0"
B 8' - 0" 7'
/4
22 9
1'
3' - 8" 1' - 4"
3'
4'
2 2
9' - 1" 5' - 0" 3' - 7 1/2"
6' - 3 1/2"
10' - 10" x9 x8 xK
D 8' - 0"
2' - 2 1/2" 5' - 0" 3' - 7 1/2"
1'
6' - 3 1/2" 10' - 10"
7'
/2
4'
1/ 2"
2' x9 x8 xK
B 8' - 0"
TR
1' - 11 3/4" 7' - 1 3/4"
1' - 9 1/2" 5' - 0" 3' - 3 3/4"
3'
10' - 6 1/4"
5'
/2
9'
/4
1161A x9 x8 xK
SD-1
RB-1
P-1
FEC
FLEX
1161A
IN-03.01
11S3C.GWS3C.G
TR
B 8' - 5"
E 8' - 0"
9' - 11 3/4"6' - 9 1/2"
5'
/4 x9 x8 xK
B 8' - 0"
B 8' - 5"
FLEX
1161A
8' - 8 1/2"
8'
3/ 4"
6'
/4
22 9
1'
3' - 8" 3' - 8"
3'
4'
2 2
6' - 9 1/2" 2' - 1 3/4" 5' - 0" 3' - 3 3/4"
5' - 0 3/4"
/4
10' - 5 1/2" x9 x8 xK
6'
/4
B 8' - 5"
2' - 1 3/4" 5' - 0" 3' - 3 3/4"
1'
10' - 5 1/2"
/4
4'
/4 x9 x8 xK
B 8' - 0"
9'
/4
1' - 6"
D 8' - 0"
TR
6' - 7 3/4" 1' - 10 1/4"
5' - 0" 3' - 8 1/2"
7'
/4
3'
/2
10' - 10 1/4"
1072A x9 x8 xK
SD-1
RB-1
P-1
FEC
FLEX
1072A
S3C.GW
S3C.G
IN-03.01
IN-03.01
TR
E 8' - 0"
10' - 5 1/2"
7'
/4
6' - 3 1/2"
3' - 7 1/2" 6' - 10"
1" x9 x8 xK
B 8' - 0"
D 8' - 0"
FLEX
1072A
B 8' - 0"
22 9
1'
3' - 8" 4' - 0"
3'
4'
2 2
6' - 4 1/4" 2' - 1 3/4" 5' - 0" 3' - 8 1/2"
/4
4"
6' - 3 1/2"
4' - 0 1/2" 6' - 10" x9 x8 xK
7D 8' - 0"
5' - 0" 3' - 8 1/2"
1'
7'
/4
4'
/2
4" 2'
6' - 3 1/2" 4' - 1" 6' - 10" x9 x8 xK
B 8' - 0"
VERTICAL SPACE
CHASE
RCC1021C
VERTICAL SPACE
ELEVATOR
RCC1031C
VERTICAL SPACE
ELEVATOR
RCC1032C
VERTICAL SPACE
CHASE
1073A
COMMON SPACE
CORRIDOR
RCC1007R
VERTICAL SPACE
CHASE
RCC1021C
VERTICAL SPACE
ELEVATOR
RCC1031C
VERTICAL SPACE
ELEVATOR
RCC1032C
VERTICAL SPACE
CHASE
1073A
VERTICAL SPACE
RCC1010R
UNASSIGNED VACANT
SPACE PANTRY
VERTICAL SPACE
CHASE
RCC1021C
VERTICAL SPACE
ELEVATOR
RCC1031C
VERTICAL SPACE
ELEVATOR
RCC1032C
VERTICAL SPACE
CHASE
1073A
VERTICAL SPACE
CHASE
1073A
VERTICAL SPACE
RCC1010R
UNASSIGNED VACANT
SPACE PANTRY
VERTICAL SPACE
CHASE
RCC1021C
VERTICAL SPACE
ELEVATOR
RCC1031C
VERTICAL SPACE
ELEVATOR
RCC1032C
VERTICAL SPACE
CHASE
1073A
BEDS REHAB
RCC1103R
BEDS REHAB PT/OT/KT
ROOM
BEDS REHAB PT/OT/KT
ROOM
BEDS REHAB PANTRY
ADL/KITCHEN
BEDS REHAB PT/OT/KT
ROOM
VERTICAL SPACE
CHASE
RCC1127C
BEDS REHAB PANTRY
ADL/KITCHEN
BEDS REHAB PT/OT/KT
ROOM
VERTICAL SPACE
CHASE
RCC1127C
BEDS REHAB PANTRY
ADL/KITCHEN
BEDS REHAB PT/OT/KT
ROOM
VERTICAL SPACE
ELEVATOR
RCC1222C
VERTICAL SPACE
ELEVATOR
RCC1221C
VERTICAL SPACE
CHASE
RCC1228C
VERTICAL SPACE
CHASE
1273A
COMMON SPACE
CORRIDOR
RCC1201R
VERTICAL SPACE
ELEVATOR
RCC1222C
VERTICAL SPACE
ELEVATOR
RCC1221C
ACS-PRIMARY CARE
STORAGE
VERTICAL SPACE
CHASE
RCC1228C
VERTICAL SPACE
CHASE
1273A
VERTICAL SPACE
CHASE
RCC1206R
VERTICAL SPACE
ELEVATOR
RCC1222C
VERTICAL SPACE
ELEVATOR
RCC1221C
ACS-PRIMARY CARE
STORAGE
VERTICAL SPACE
CHASE
RCC1228C
VERTICAL SPACE
CHASE
1273A
VERTICAL SPACE
CHASE
RCC1206R
VERTICAL SPACE
ELEVATOR
RCC1222C
VERTICAL SPACE
ELEVATOR
RCC1221C
ACS-PRIMARY CARE
STORAGE
VERTICAL SPACE
CHASE
RCC1228C
VERTICAL SPACE
CHASE
1273A
A. REFERENCE STRUCTURAL, MECHANICAL, PLUMBING, FIRE PROTECTION AND
ELECTRICAL FOR COORDINATION ITEMS. COORDINATE AS REQUIRED INCLUDING
NECESSARY FRAMING, BLOCKING, ETC.
B. VERIFY EXISTING FIELD CONDITIONS PRIOR TO BEGINNING WORK, AND REPORT
DISCREPANCIES IMMEDIATELY TO ARCHITECT FOR CLARIFICATION.
C. PATCH EXISTING PARTITIONS WHERE NEW PARTITIONS MEET.
D. PROVIDE MINIMUM CLEARANCES AT ALL DOORS PER ABA REQUIREMENTS.
E. WHERE NO DIMENSION IS INDICATED, FINISH DOORS 6" FROM EDGE OF STUD
FRAMING AT CORNERS UNLESS OTHERWISE NOTED.
F. REFER TO EQUIPMENT SHEETS FOR EQUIPMENT SCHEDULE AND INFORMATION.
G. LEVEL AND INFILL FLOOR SLAB TO RECEIVE NEW FLOORING. REFER TO
SPECIFICATIONS AND FLOORING MANUFACTURE'S TOLERANCES FOR ADDITIONAL
INFORMATION.
H. PROVIDE METAL PLATE ON UNDERSIDE OF FLOOR SLAB WHERE CONCRETE INFILL IS
REQUIRED AND CHIP AWAY CONCRETE AT FLOOR LEVEL TO CREATE A SLOPED
OPENING/LIP TO PATCH PENETRATIONS AND PREVENT CONCRETE INFILL CORE FROM
FALLING THROUGH OPENING TO FLOOR BELOW.
I. ALL KEYNOTES MAY NOT BE APPLICABLE TO EACH SHEET - CONTRACTOR SHALL
VERIFY.
J. ALL DIMENSIONS SHOWN ARE TO FACE OF WALL FRAMING/ MASONRY UNLESS NOTED
OTHERWISE. DIMENSIONS DESIGNATES AS "CLR" OR "CLEAR" INDICATE A CLEAR
DIMENSION FROM FACE OF FINISH TO FACE OF FINISH.
K. VERIFY EXISTING FIELD CONDITIONS PRIOR TO BEGINNING WORK, AND REPORT
DISCREPANCIES IMMEDIATELY TO ARCHITECT FOR CLARIFICATION.
L. CONTRACTOR TO MAINTAIN/REPAIR RATING OF EXISTING PARTITIONS AS AFFECTED
BY DEMOLITION/NEW CONSTRUCTION, TYPICAL THROUGHOUT.
M. PROVIDE CONTROL JOINT ON CONTINUOUS GYPSUM BOARD WALLS GREATER THAN
30' LONG.
N. PROVIDE CONTROL JOINTS AT CORNERS OF DOORS OR WINDOWS.
O. ALL NEW PARTITIONS ARE WALL TYPE S3C.G UNLESS NOTED OTHERWISE. REFER TO
WALL TYPE GENERAL NOTES FOR WALL BOARD MATERIAL.
P. NON-RATED WALL CONSTRUCTION THAT FORMS CHASE AREAS DOES NOT REQUIRE
GYPSUM BOARD INSTALLATION ON INTERIOR OF CHASE WALL.
Q. DIMENSIONS INDICATED AS 'VIF' MAY INCREASE OR DECREASE TO MATCH FIELD
CONDITIONS. ALL OTHER DIMENSIONS WITHIN THE DIMENSION STRING MUST BE
MAINTAINED.
R. PROVIDE BLOCKING AND STRAPPING FOR WALL MOUNTED CASEWORK, FURNITURE,
AND ACCESSORIES. COORDINATE WITH FLOOR PLANS, SCHEDULES, ELEVATIONS,
AND ENGINEERING DRAWINGS FOR FULL SCOPE OF WORK.
S. PATCH WALL AREAS ABOVE AND AROUND NEW DOORS TO MATCH EXISTING. SEE
FINISH SHEETS FOR ADDITIONAL INFORMATION.
T. PATCH WALL AREA AROUND NEW FEC LOCATION. SEE FINISH SHEETS.
U. ICRA LOCATIONS SHOWN ON AE100 SERIES SHEETS. SEE SHEET AE001 FOR ICRA
DEALS. FINAL LOCATION OF PARTITIONS TO BE DETERMINED BY THE CONTRACTOR.
ARCHITECTURAL GENERAL NOTES
ARCHITECTURAL PLAN NOTES
1. PARTITION INFILL WITH METAL STUD AT 16" O.C. AND 5/8" THK. GYPSUM BOARD- PRIME
AND PAINT ON EACH SIDE (STAGGER STUD TO ACCOMMODATE EXISTING WALL
THICKNESS WHERE REQUIRED).
2. NEW PARTITION. PRIME AND PAINT.
3. NEW DOOR, FRAME, AND HARDWARE.
4. INFILL EXISTING WINDOW. SEE SHEET AE540.
5. PAINT INTERIOR OF ROOM FROM CORNER TO CORNER, FLOOR TO CEILING. SEE
SHEET AF600.
6. INSTALL NEW FLOORING. SEE SHEET AF600.
7. INSTALL NEW VINYL BASE. SEE SHEET AF600.
8. ALIGN FINISH FACE OF WALL WITH OUTER FINISH FACE OF EXISTING WALL. PROVIDE
SEAMLESS TRANSITION AND NEW FINISH. ALIGN FINISH FACE OF WALL, BOTH SIDES
WHERE APPLICABLE.
9. INFILL PORTION OF EXISTING SLAB. REFERENCE STRUCTURAL.
10. INSTALL SHAFTWALL (UL415).
11. INSTALL WALL TYPE GW (PAINT). ALL WALL MOUNTED PLYWOOD TO HAVE FP-1 WITH
P-1 TOP COAT. SEE SHEET AF600 FOR ALL OTHER WALL SURFACES. SEE AE/540 FOR
DETAILS.
12. INSTALL 24" X 36" ACCESS PANEL 4'-0" A.F.F. (2 HR.).
13. MATCH EXISTING FINISHES; WALLS, FLOORS, BASE, CEILINGS, HAND AND
GUARDRAILS, ETC. SEE SHEET AF600. ANY SPACES LEFT BLANK ARE TO BE
DETERMINED IN THE FIELD. COORDINATE EXACT REQUIREMENTS WITH FACILITY.
14. CLOTHES WASHER, 27" X 42" X 26". VA SUPPLIED.
15. CLOTHES DRYER, 27" X 42" X 28". VA SUPPLIED.
16. INSTALL SALVAGED DOOR IN NEW LOCATION. SEE DOOR SCHEDULE.
17. INSTALL RELOCATED EXISTING SIGNAGE.
18. PATCH AND REPAIR FLOOR. SEE SHEET AF600 FOR FINISHES.
19. INSTALL 5/8" THK. GYPSUM BOARD TO DECK WITH SEALANT. PRIME, PAINT, AND
INSTALL NEW VINYL BASE TO MATCH EXISTING. SEE SHEET AF600.
20. LEAK PREVENTION BARRIER. COORDINATE WITH PLUMBING AND SEE SHEET AE540.
21. PARTITION INFILL WITH CONCRETE MASONRY UNITS. MATCH EXISTING- PRIME AND
PAINT ON EACH SIDE.
22. INSTALL WALL TYPE U415 (PAINT). SEE SHEET AF600 FINISHES. SEE AE/540 FOR
DETAILS.
A. THE ARCHITECTURAL REFLECTED CEILING PLAN SHALL GOVERN THE LAYOUT OF ALL
CEILING ELEMENTS, HEIGHTS AND/OR PENETRATIONS. COORDINATION OF THE
ARCHITECTURAL AND ENGINEERING ELEMENTS ARE THE RESPONSIBILITY OF THE
CONTRACTOR. THE CONTRACTOR IS TO VERIFY FIELD CONDITIONS AND REPORTS
ANY DISCREPANCIES TO ARCHITECT AND COR.
B. SHOWN SIZES OF MECHANICAL, ELECTRICAL AND PLUMBING EQUIPMENT ARE FOR
REFERENCE ONLY. REFER TO ENGINEERING PLANS FOR ADDITIONAL INFORMATION.
COORDINATE SCOPE OF WORK WITH ENGINEERING DRAWINGS, UNLESS OTHERWISE
NOTED.
C. ACOUSTIC PANEL CEILING SHALL BE CENTERED IN THE ROOM AND INSTALLED TO
ELIMINATE NARROW CUT STRIPS OF PANELS ALONG THE EDGES OF WALLS AND
BULKHEADS, UNLESS OTHERWISE NOTED. COORDINATE WITH THE LIGHTING LAYOUT.
THE LIGHTING SHALL BE CENTERED IN ROOMS.
D. CEILING MOUNTED ITEMS (SPRINKLER HEADS, MOUNTING DEVICES, ETC.) SHALL BE
CENTERED IN THE CEILING PANELS UNLESS NOTED OTHERWISE.
E. ABOVE CEILING WORK REQUIRED BEYOND THE SCOPE OF THE WORK SHALL BE
COORDINATED WITH PATIENT SAFETY, INFECTION CONTROL, AND COR.
F. CEILING TILE REMOVED IN ORDER TO COMPLETE ABOVE CEILING WORK SHALL BE
STORED IN A SAFE DRY LOCATION. DAMAGED OR BROKEN CEILING TILES SHALL BE
REPLACED. DRYWALL CEILINGS SHALL BE PATCHED, PREPPED AND NEW FINISH
APPLIED TO MATCH EXISTING.
G. REFER TO FINISHES SHEETS AND SPECIFICATIONS FOR INFORMATION ON GYPSUM
BOARD PAINT FINISH.
H. CEILINGS AFFECTED BY CONSTRUCTION ARE TO BE REPAIRED AT THE TERMINATION
POINT AND RETURNED TO "AS NEW" CONDITION.
REFLECTED CEILING GENERAL NOTES
REFLECTED CEILING PLAN NOTES
1. NEW CEILING TO MATCH EXISTING IN ADJACENT SPACE.
A. COORDINATE DEMOLITION WITH NEW CONSTRUCTION. ALL DEMOLITION AND REPAIR
NECESSARY TO COMPLETE NEW AND REMODEL CONSTRUCTION SHALL BE PROVIDED.
CONTRACTOR SHALL REMOVE EXISTING IMPROVEMENTS WHETHER OR NOT
SPECIFICALLY INDICATED ON THE DRAWINGS TO FACILITATE THE COMPLETION OF ALL
REQUIRED WORK. CONTRACTOR SHALL VISIT THE SITE AND VERIFY ALL QUANTITIES
AND ITEMS REQUIRED TO BE REMOVED.
B. REFER TO ARCHITECTURAL SYMBOLS SHEET FOR DEMOLITION SYSTEMS AND
DRAWING NOMENCLATURE.
C. EXISTING STRUCTURE WITHIN THE PROJECT BOUNDARY SHALL REMAIN UNLESS
OTHERWISE NOTED.
D. SURFACES TO BE CUT AND CONDITIONS UNDER WHICH CUTTING IS TO BE
PREFORMED SHALL BE REVIEWED BY CONTRACTOR PRIOR TO CUTTING TO VERIFY
NO UNSAFE OR UNSATISFACTORY CONDITIONS EXIST. SUCH CONDITIONS SHALL BE
RECTIFIED BEFORE WORK MAY PROCEED.
E. EXTENTS OF DEMOLITION SHALL BE COORDINATED WITH THE ARCHITECTURAL FLOOR
PLAN AND ENGINEERING DRAWINGS FOR ADDITIONAL INFORMATION.
F. DIMENSIONS SHOWN FOR EXISTING CONSTRUCTION TO BE DEMOLISHED ARE
APPROXIMATE AND ARE INTENDED TO GIVE A GENERAL SCOPE OF WORK TO BE
REMOVED OR TEMPORARILY REMOVED TO ACCOMMODATE NEW CONSTRUCTION.
COORDINATE DEMOLITION WORK WITH DESIGN INTENT OF NEW CONSTRUCTION TO
PROVIDE ADEQUATE AREA FOR THIS WORK.
G. CONTRACTORS SHALL REMOVE INDICATED DEMOLITION OF CONSTRUCTION
ASSEMBLIES IN THEIR ENTIRETY, UNLESS OTHERWISE NOTED, TO ACCOMMODATE
NEW CONSTRUCTION.
H. MAKE ALL DEMOLITION CLEAN AND COMPLETE IN A MANNER TO RECEIVE NEW
FINISHES. DEMOLITION SHOULD BE PERFORMED IN A MANNER SUCH THAT THE
CONTRACTOR CAN SEAMLESSLY PATCH NEW WORK TO BE SMOOTH AND
UNDETECTABLE.
I. ABOVE CEILING WORK WHERE CEILINGS ARE TO REMAIN, CEILING TILES SHALL BE
REMOVED AND STORED IN A SAFE MANNER UNTIL CEILING TILES CAN BE
REINSTALLED. DAMAGED AND BROKEN CEILING TILES SHALL BE REPLACED BY
CONTRACTOR. GYPSUM BOARD CEILINGS SHALL BE PATCHED AND PAINTED TO
SEAMLESSLY MATCH EXISTING CEILING COLOR FOLLOWING ABOVE CEILING
DEMOLITION ACTIVITY. THIS SHALL INCLUDE REPAIR TO THE CEILING GRID,
SUSPENSION SYSTEM AND ALL ASSOCIATED ASSEMBLIES AS WELL AS THE
REPLACEMENT OF DAMAGED CEILING PANELS, WITHIN AND BEYOND PROJECT LIMITS.
J. COORDINATE FULL SCOPE OF DEMOLITION WORK WITH ENGINEERING AND VENDOR
DRAWINGS.
K. WHERE EXISTING FLOOR FINISH IS REMOVED, FLOORING AND ADHESIVE SHALL BE
REMOVED TO PROVIDE A CLEAN FLOOR SLAB. FLOOR SLAB SHALL BE FILLED/
LEVELED TO PROVIDE A LEVEL FINISH PER NEW FLOORING MANUFACTURES
RECOMMENDATIONS. REFER TO SPECIFICATION 09 05 16.
L. ALL KEYNOTES MAY NOT BE APPLICABLE TO EACH SHEET - CONTRACTOR SHALL
VERIFY.
M. AREAS ADJACENT TO DEMOLITION AND NEW CONSTRUCTION TO BE REPAIRED TO "AS
NEW" CONDITION.
DEMOLITION GENERAL NOTES
DEMOLITION PLAN NOTES
1. REMOVE EXISTING DOOR, FRAME, AND HARDWARE.
2. REMOVE PORTION OF EXISTING PARTITION IN ITS ENTIRETY.
3. REMOVE EXISTING DOOR, FRAME, HARDWARE, AND PORTION OF EXISTING PARTITION
TO ACCOMMODATE NEW WORK.
4. REMOVE EXISTING WINDOW IN IT'S ENTIRETY, AND PREPARE FOR RELOCATION.
5. REMOVE EXISTING WINDOW AND FRAME.
6. RELOCATE EXISTING EQUIPMENT, COORDINATE WITH FACILITY FOR FINAL LOCATION.
7. PORTION OF EXISTING CEILING TO BE REMOVED / MODIFIED AS REQUIRED FOR NEW
CEILING LAYOUT. SEE PLANS. MAINTAIN SURROUNDING CEILINGS.
8. REMOVE EXISTING FINISH FLOORING MATERIAL IN ITS ENTIRETY AND PREPARE AREA
FOR NEW VINYL TILE.
9. REMOVE EXISTING FLOOR BASE.
10. REMOVE EXISTING WALL FINISHES TO STRUCTURE. PREPARE FOR NEW WALL TYPE.
11. PREPARE EXISTING CONCRETE FLOOR FOR NEW VINYL TILE.
12. PREPARE EXISTING MASONRY WALL FOR NEW PLYWOOD FINISH.
13. REMOVE EXISTING MILLWORK CABINETS AND SHELVING.
14. REMOVE EXISTING COUNTER TOP.
15. REMOVE EXISTING HANDRAIL AND CRASHRAIL.
16. REMOVE EXISTING PLUMBING FIXTURES AND CAP UTILITIES ON FLOOR BELOW. SEE
PLUMBING DEMO SHEETS.
17. REMOVE EXISTING RAILING IN ITS ENTIRETY.
18. NOT USED.
19. REMOVE EXISTING CEILING IN ITS ENTIRETY.
20. REMOVE EXISTING BASE-BOARD HEATER.
21. PATCH AND REPAIR EXTERIOR WALL WITH EXISTING DAMAGE TO AS-NEW CONDITION.
22. REMOVE PORTION OF EXISTING FLOOR IN ITS ENTIRETY AND PREPARE AREA FOR
NEW VINYL TILE.
23. REMOVE PORTION OF EXISTING WALL FOR FIRE EXTINGUISHER CABINET. SEE SHEET
AE540 FOR CABINET DETAIL.
24. REMOVE EXISTING DOOR, FRAME, AND HARDWARE FOR SALVAGE AND REUSE. SEE
DOOR SCHEDULE.
25. REMOVE EXISTING SIGNAGE FOR SALVAGE AND REUSE.
A
REFLECTED CEILING TYPE LEGEND
TYPE GRAPHIC DESCRIPTION
B
C
D
8x8 ACOUSTICAL CEILING TILE (AT-1)
2x2 ACOUSTICAL CEILING TILE (AT-2)
2x4 ACOUSTICAL CEILING TILE (AT-3)
GYPSUM BOARD CEILING. CEILING PAINT.
E NO CEILING / EXISTING
CEILING TO REMAIN
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
100% FINAL STAMPED
BID DOCUMENTS
FULLY SPRINKLERED
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
Phase
ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
10360 Ellison Circle Omaha, NE 68134 Phone: 402.991.5520 www.specializedeng.com
SES Project :
1221 N. Pennsylvania St.
Indianapolis, IN 46202 Phone: 317.800.6388 www.guidondesign.com
GD Project :
B
IM
/2
V
A H in e s E
H R
M I n fr a s tr u c tu re D e s ig n P h a s e
I I/
-7
.B
.A
R
.r v t
/2
/2
:4
:3
A
M
B200-AE407
ENLARGED FLOOR PLANS ELECTRONIC HEALTH RECORD
MODERNIZATION (EHRM)
INFRASTRUCTURE UPGRADES
5000 5TH AVE, HINES, IL 60141
578-21-701
05/31/2023 JG LNS
SCALE: 1/4" = 1'-0"B200-AE407
9 TWELFTH LEVEL - ENLARGED FLOOR PLAN
SCALE: 1/4" = 1'-0"B200-AE407
10 TWELFTH LEVEL - ENLARGED CEILING PLAN
SCALE: 1/4" = 1'-0"B200-AE407
11 TWELFTH LEVEL - ENLARGED DEMO PLAN
SCALE: 1/4" = 1'-0"B200-AE407
12 TWELFTH LEVEL - ENLARGED CEILING DEMO PLAN
SCALE: 1/4" = 1'-0"B200-AE407
5 ELEVENTH LEVEL - ENLARGED FLOOR PLAN
SCALE: 1/4" = 1'-0"B200-AE407
6 ELEVENTH LEVEL - ENLARGED CEILING PLAN
SCALE: 1/4" = 1'-0"B200-AE407
7 ELEVENTH LEVEL - ENLARGED DEMO PLAN
SCALE: 1/4" = 1'-0"B200-AE407
8 ELEVENTH LEVEL - ENLARGED CEILING DEMO PLAN
SCALE: 1/4" = 1'-0"B200-AE407
1 TENTH LEVEL - ENLARGED FLOOR PLAN
SCALE: 1/4" = 1'-0"B200-AE407
2 TENTH LEVEL - ENLARGED CEILING PLAN
SCALE: 1/4" = 1'-0"B200-AE407
3 TENTH LEVEL - ENLARGED DEMO PLAN
SCALE: 1/4" = 1'-0"B200-AE407
4 TENTH LEVEL - ENLARGED CEILING DEMO PLAN
0' 4' 8' 12'2'
Revisions: Date:
NOT F
OR
1372A
1372A
6' - 9 3/4" 1' - 10 1/4"
5' - 0" 3' - 7 1/2"
3'
10' - 9 1/4"
/2 x9 x8 xK
SD-1
RB-1
P-1
FEC
FLEX
1372B
IN-03.01
S3C.GW
TR
1372A
E 8' - 0"
3/ 4"
10' - 4 1/2"
3' - 11 1/2" 6' - 5"
/4 x9 x8 xK
B 8' - 1"
B 8' - 0"
FLEX
1372B
B 8' - 0"
B 8' - 0"
1'
3' - 8" 1' - 4"
3'
4'
2 2
6' - 6 1/4" 2' - 1 3/4" 5' - 0" 3' - 7 1/2"
6' - 5 1/2"
6'
1/ 2"
4" 2'
/4
4'
/2
4' - 5 3/4" 6' - 3 3/4" x9 x8 xK
B 8' - 0"
5' - 0" 3' - 7 1/2"
1'
6'
1/ 2"
4" 2'
/4
17' - 3 1/2"
4'
/2 x9 x8 xK
B 8' - 1"
TR
6' - 7 1/4" 1' - 8 1/4"
5' - 0" 3' - 8 1/2"
3'
/2
10' - 9"
/4
5'
1/ 4"
1472A x9 x8 xK
VDT-1
RB-1
P-1
FEC
FLEX
1472A
IN-03.01
S3C.G
S3C.GW
IN-03.01
TR
E 8' - 0"
1/ 2"
5'
1/ 2"
4'
1/ 2"
6' - 3" 10' - 3 1/2"
3' - 11 1/2" 6' - 4" x9 x8 xK
B 8' - 0"
FLEX
1472A
D 8' - 0"
B 8' - 0"
1'
3' - 8" 4' - 0"
3'
4'
2 2
6' - 3 3/4" 1' - 11 3/4" 5' - 0" 3' - 8 1/2"
6' - 3"
4' - 5" 6' - 4"
5" 3'
/4 x9 x8 xK
D 8' - 0"
5' - 0" 3' - 8 1/2"
1'
5'
1/ 2"
4'
1/ 2"
5" 3'
/4
6' - 3" 4' - 5" 6' - 4" x9 x8 xK
B 8' - 0"
VERTICAL SPACE
ELEVATOR
RCC1334C
VERTICAL SPACE
ELEVATOR
RCC1335C
VERTICAL SPACE
CHASE
RCC1323C
VERTICAL SPACE
CHASE
1373A
COMMON SPACE
CORRIDOR
RCC1310R
VERTICAL SPACE
ELEVATOR
RCC1334C
VERTICAL SPACE
ELEVATOR
RCC1335C
VERTICAL SPACE
CHASE
RCC1323C
VERTICAL SPACE
CHASE
1373A
VERTICAL SPACE
CHASE
RCC1318R
VERTICAL SPACE
ELEVATOR
RCC1334C
VERTICAL SPACE
ELEVATOR
RCC1335C
VERTICAL SPACE
CHASE
RCC1323C
VERTICAL SPACE
CHASE
1373A
VERTICAL SPACE
CHASE
RCC1318R
VERTICAL SPACE
ELEVATOR
RCC1334C
VERTICAL SPACE
ELEVATOR
RCC1335C
VERTICAL SPACE
CHASE
RCC1323C
VERTICAL SPACE
CHASE
1373A
VERTICAL SPACE
ELEVATOR
RCC1435C
VERTICAL SPACE
ELEVATOR
RCC1436C
VERTICAL SPACE
CHASE
RCC1425C
VERTICAL SPACE
CHASE
1473A
COMMON SPACE
CORRIDOR
RCC1427R
VERTICAL SPACE
ELEVATOR
RCC1435C
VERTICAL SPACE
ELEVATOR
RCC1436C
VERTICAL SPACE
CHASE
RCC1425C
VERTICAL SPACE
CHASE
1473A
VERTICAL SPACE
RCC1423R
VERTICAL SPACE
ELEVATOR
RCC1435C
VERTICAL SPACE
ELEVATOR
RCC1436C
VERTICAL SPACE
CHASE
RCC1425C
VERTICAL SPACE
CHASE
1473A
VERTICAL SPACE
RCC1423R
VERTICAL SPACE
ELEVATOR
RCC1435C
VERTICAL SPACE
ELEVATOR
RCC1436C
VERTICAL SPACE
CHASE
RCC1425C
VERTICAL SPACE
CHASE
1473A
A. REFERENCE STRUCTURAL, MECHANICAL, PLUMBING, FIRE PROTECTION AND
ELECTRICAL FOR COORDINATION ITEMS. COORDINATE AS REQUIRED INCLUDING
NECESSARY FRAMING, BLOCKING, ETC.
B. VERIFY EXISTING FIELD CONDITIONS PRIOR TO BEGINNING WORK, AND REPORT
DISCREPANCIES IMMEDIATELY TO ARCHITECT FOR CLARIFICATION.
C. PATCH EXISTING PARTITIONS WHERE NEW PARTITIONS MEET.
D. PROVIDE MINIMUM CLEARANCES AT ALL DOORS PER ABA REQUIREMENTS.
E. WHERE NO DIMENSION IS INDICATED, FINISH DOORS 6" FROM EDGE OF STUD
FRAMING AT CORNERS UNLESS OTHERWISE NOTED.
F. REFER TO EQUIPMENT SHEETS FOR EQUIPMENT SCHEDULE AND INFORMATION.
G. LEVEL AND INFILL FLOOR SLAB TO RECEIVE NEW FLOORING. REFER TO
SPECIFICATIONS AND FLOORING MANUFACTURE'S TOLERANCES FOR ADDITIONAL
INFORMATION.
H. PROVIDE METAL PLATE ON UNDERSIDE OF FLOOR SLAB WHERE CONCRETE INFILL IS
REQUIRED AND CHIP AWAY CONCRETE AT FLOOR LEVEL TO CREATE A SLOPED
OPENING/LIP TO PATCH PENETRATIONS AND PREVENT CONCRETE INFILL CORE FROM
FALLING THROUGH OPENING TO FLOOR BELOW.
I. ALL KEYNOTES MAY NOT BE APPLICABLE TO EACH SHEET - CONTRACTOR SHALL
VERIFY.
J. ALL DIMENSIONS SHOWN ARE TO FACE OF WALL FRAMING/ MASONRY UNLESS NOTED
OTHERWISE. DIMENSIONS DESIGNATES AS "CLR" OR "CLEAR" INDICATE A CLEAR
DIMENSION FROM FACE OF FINISH TO FACE OF FINISH.
K. VERIFY EXISTING FIELD CONDITIONS PRIOR TO BEGINNING WORK, AND REPORT
DISCREPANCIES IMMEDIATELY TO ARCHITECT FOR CLARIFICATION.
L. CONTRACTOR TO MAINTAIN/REPAIR RATING OF EXISTING PARTITIONS AS AFFECTED
BY DEMOLITION/NEW CONSTRUCTION, TYPICAL THROUGHOUT.
M. PROVIDE CONTROL JOINT ON CONTINUOUS GYPSUM BOARD WALLS GREATER THAN
30' LONG.
N. PROVIDE CONTROL JOINTS AT CORNERS OF DOORS OR WINDOWS.
O. ALL NEW PARTITIONS ARE WALL TYPE S3C.G UNLESS NOTED OTHERWISE. REFER TO
WALL TYPE GENERAL NOTES FOR WALL BOARD MATERIAL.
P. NON-RATED WALL CONSTRUCTION THAT FORMS CHASE AREAS DOES NOT REQUIRE
GYPSUM BOARD INSTALLATION ON INTERIOR OF CHASE WALL.
Q. DIMENSIONS INDICATED AS 'VIF' MAY INCREASE OR DECREASE TO MATCH FIELD
CONDITIONS. ALL OTHER DIMENSIONS WITHIN THE DIMENSION STRING MUST BE
MAINTAINED.
R. PROVIDE BLOCKING AND STRAPPING FOR WALL MOUNTED CASEWORK, FURNITURE,
AND ACCESSORIES. COORDINATE WITH FLOOR PLANS, SCHEDULES, ELEVATIONS,
AND ENGINEERING DRAWINGS FOR FULL SCOPE OF WORK.
S. PATCH WALL AREAS ABOVE AND AROUND NEW DOORS TO MATCH EXISTING. SEE
FINISH SHEETS FOR ADDITIONAL INFORMATION.
T. PATCH WALL AREA AROUND NEW FEC LOCATION. SEE FINISH SHEETS.
U. ICRA LOCATIONS SHOWN ON AE100 SERIES SHEETS. SEE SHEET AE001 FOR ICRA
DEALS. FINAL LOCATION OF PARTITIONS TO BE DETERMINED BY THE CONTRACTOR.
ARCHITECTURAL GENERAL NOTES
ARCHITECTURAL PLAN NOTES
1. PARTITION INFILL WITH METAL STUD AT 16" O.C. AND 5/8" THK. GYPSUM BOARD- PRIME
AND PAINT ON EACH SIDE (STAGGER STUD TO ACCOMMODATE EXISTING WALL
THICKNESS WHERE REQUIRED).
2. NEW PARTITION. PRIME AND PAINT.
3. NEW DOOR, FRAME, AND HARDWARE.
4. INFILL EXISTING WINDOW. SEE SHEET AE540.
5. PAINT INTERIOR OF ROOM FROM CORNER TO CORNER, FLOOR TO CEILING. SEE
SHEET AF600.
6. INSTALL NEW FLOORING. SEE SHEET AF600.
7. INSTALL NEW VINYL BASE. SEE SHEET AF600.
8. ALIGN FINISH FACE OF WALL WITH OUTER FINISH FACE OF EXISTING WALL. PROVIDE
SEAMLESS TRANSITION AND NEW FINISH. ALIGN FINISH FACE OF WALL, BOTH SIDES
WHERE APPLICABLE.
9. INFILL PORTION OF EXISTING SLAB. REFERENCE STRUCTURAL.
10. INSTALL SHAFTWALL (UL415).
11. INSTALL WALL TYPE GW (PAINT). ALL WALL MOUNTED PLYWOOD TO HAVE FP-1 WITH
P-1 TOP COAT. SEE SHEET AF600 FOR ALL OTHER WALL SURFACES. SEE AE/540 FOR
DETAILS.
12. INSTALL 24" X 36" ACCESS PANEL 4'-0" A.F.F. (2 HR.).
13. MATCH EXISTING FINISHES; WALLS, FLOORS, BASE, CEILINGS, HAND AND
GUARDRAILS, ETC. SEE SHEET AF600. ANY SPACES LEFT BLANK ARE TO BE
DETERMINED IN THE FIELD. COORDINATE EXACT REQUIREMENTS WITH FACILITY.
14. CLOTHES WASHER, 27" X 42" X 26". VA SUPPLIED.
15. CLOTHES DRYER, 27" X 42" X 28". VA SUPPLIED.
16. INSTALL SALVAGED DOOR IN NEW LOCATION. SEE DOOR SCHEDULE.
17. INSTALL RELOCATED EXISTING SIGNAGE.
18. PATCH AND REPAIR FLOOR. SEE SHEET AF600 FOR FINISHES.
19. INSTALL 5/8" THK. GYPSUM BOARD TO DECK WITH SEALANT. PRIME, PAINT, AND
INSTALL NEW VINYL BASE TO MATCH EXISTING. SEE SHEET AF600.
20. LEAK PREVENTION BARRIER. COORDINATE WITH PLUMBING AND SEE SHEET AE540.
21. PARTITION INFILL WITH CONCRETE MASONRY UNITS. MATCH EXISTING- PRIME AND
PAINT ON EACH SIDE.
22. INSTALL WALL TYPE U415 (PAINT). SEE SHEET AF600 FINISHES. SEE AE/540 FOR
DETAILS.
A. THE ARCHITECTURAL REFLECTED CEILING PLAN SHALL GOVERN THE LAYOUT OF ALL
CEILING ELEMENTS, HEIGHTS AND/OR PENETRATIONS. COORDINATION OF THE
ARCHITECTURAL AND ENGINEERING ELEMENTS ARE THE RESPONSIBILITY OF THE
CONTRACTOR. THE CONTRACTOR IS TO VERIFY FIELD CONDITIONS AND REPORTS
ANY DISCREPANCIES TO ARCHITECT AND COR.
B. SHOWN SIZES OF MECHANICAL, ELECTRICAL AND PLUMBING EQUIPMENT ARE FOR
REFERENCE ONLY. REFER TO ENGINEERING PLANS FOR ADDITIONAL INFORMATION.
COORDINATE SCOPE OF WORK WITH ENGINEERING DRAWINGS, UNLESS OTHERWISE
NOTED.
C. ACOUSTIC PANEL CEILING SHALL BE CENTERED IN THE ROOM AND INSTALLED TO
ELIMINATE NARROW CUT STRIPS OF PANELS ALONG THE EDGES OF WALLS AND
BULKHEADS, UNLESS OTHERWISE NOTED. COORDINATE WITH THE LIGHTING LAYOUT.
THE LIGHTING SHALL BE CENTERED IN ROOMS.
D. CEILING MOUNTED ITEMS (SPRINKLER HEADS, MOUNTING DEVICES, ETC.) SHALL BE
CENTERED IN THE CEILING PANELS UNLESS NOTED OTHERWISE.
E. ABOVE CEILING WORK REQUIRED BEYOND THE SCOPE OF THE WORK SHALL BE
COORDINATED WITH PATIENT SAFETY, INFECTION CONTROL, AND COR.
F. CEILING TILE REMOVED IN ORDER TO COMPLETE ABOVE CEILING WORK SHALL BE
STORED IN A SAFE DRY LOCATION. DAMAGED OR BROKEN CEILING TILES SHALL BE
REPLACED. DRYWALL CEILINGS SHALL BE PATCHED, PREPPED AND NEW FINISH
APPLIED TO MATCH EXISTING.
G. REFER TO FINISHES SHEETS AND SPECIFICATIONS FOR INFORMATION ON GYPSUM
BOARD PAINT FINISH.
H. CEILINGS AFFECTED BY CONSTRUCTION ARE TO BE REPAIRED AT THE TERMINATION
POINT AND RETURNED TO "AS NEW" CONDITION.
REFLECTED CEILING GENERAL NOTES
REFLECTED CEILING PLAN NOTES
1. NEW CEILING TO MATCH EXISTING IN ADJACENT SPACE.
A. COORDINATE DEMOLITION WITH NEW CONSTRUCTION. ALL DEMOLITION AND REPAIR
NECESSARY TO COMPLETE NEW AND REMODEL CONSTRUCTION SHALL BE PROVIDED.
CONTRACTOR SHALL REMOVE EXISTING IMPROVEMENTS WHETHER OR NOT
SPECIFICALLY INDICATED ON THE DRAWINGS TO FACILITATE THE COMPLETION OF ALL
REQUIRED WORK. CONTRACTOR SHALL VISIT THE SITE AND VERIFY ALL QUANTITIES
AND ITEMS REQUIRED TO BE REMOVED.
B. REFER TO ARCHITECTURAL SYMBOLS SHEET FOR DEMOLITION SYSTEMS AND
DRAWING NOMENCLATURE.
C. EXISTING STRUCTURE WITHIN THE PROJECT BOUNDARY SHALL REMAIN UNLESS
OTHERWISE NOTED.
D. SURFACES TO BE CUT AND CONDITIONS UNDER WHICH CUTTING IS TO BE
PREFORMED SHALL BE REVIEWED BY CONTRACTOR PRIOR TO CUTTING TO VERIFY
NO UNSAFE OR UNSATISFACTORY CONDITIONS EXIST. SUCH CONDITIONS SHALL BE
RECTIFIED BEFORE WORK MAY PROCEED.
E. EXTENTS OF DEMOLITION SHALL BE COORDINATED WITH THE ARCHITECTURAL FLOOR
PLAN AND ENGINEERING DRAWINGS FOR ADDITIONAL INFORMATION.
F. DIMENSIONS SHOWN FOR EXISTING CONSTRUCTION TO BE DEMOLISHED ARE
APPROXIMATE AND ARE INTENDED TO GIVE A GENERAL SCOPE OF WORK TO BE
REMOVED OR TEMPORARILY REMOVED TO ACCOMMODATE NEW CONSTRUCTION.
COORDINATE DEMOLITION WORK WITH DESIGN INTENT OF NEW CONSTRUCTION TO
PROVIDE ADEQUATE AREA FOR THIS WORK.
G. CONTRACTORS SHALL REMOVE INDICATED DEMOLITION OF CONSTRUCTION
ASSEMBLIES IN THEIR ENTIRETY, UNLESS OTHERWISE NOTED, TO ACCOMMODATE
NEW CONSTRUCTION.
H. MAKE ALL DEMOLITION CLEAN AND COMPLETE IN A MANNER TO RECEIVE NEW
FINISHES. DEMOLITION SHOULD BE PERFORMED IN A MANNER SUCH THAT THE
CONTRACTOR CAN SEAMLESSLY PATCH NEW WORK TO BE SMOOTH AND
UNDETECTABLE.
I. ABOVE CEILING WORK WHERE CEILINGS ARE TO REMAIN, CEILING TILES SHALL BE
REMOVED AND STORED IN A SAFE MANNER UNTIL CEILING TILES CAN BE
REINSTALLED. DAMAGED AND BROKEN CEILING TILES SHALL BE REPLACED BY
CONTRACTOR. GYPSUM BOARD CEILINGS SHALL BE PATCHED AND PAINTED TO
SEAMLESSLY MATCH EXISTING CEILING COLOR FOLLOWING ABOVE CEILING
DEMOLITION ACTIVITY. THIS SHALL INCLUDE REPAIR TO THE CEILING GRID,
SUSPENSION SYSTEM AND ALL ASSOCIATED ASSEMBLIES AS WELL AS THE
REPLACEMENT OF DAMAGED CEILING PANELS, WITHIN AND BEYOND PROJECT LIMITS.
J. COORDINATE FULL SCOPE OF DEMOLITION WORK WITH ENGINEERING AND VENDOR
DRAWINGS.
K. WHERE EXISTING FLOOR FINISH IS REMOVED, FLOORING AND ADHESIVE SHALL BE
REMOVED TO PROVIDE A CLEAN FLOOR SLAB. FLOOR SLAB SHALL BE FILLED/
LEVELED TO PROVIDE A LEVEL FINISH PER NEW FLOORING MANUFACTURES
RECOMMENDATIONS. REFER TO SPECIFICATION 09 05 16.
L. ALL KEYNOTES MAY NOT BE APPLICABLE TO EACH SHEET - CONTRACTOR SHALL
VERIFY.
M. AREAS ADJACENT TO DEMOLITION AND NEW CONSTRUCTION TO BE REPAIRED TO "AS
NEW" CONDITION.
DEMOLITION GENERAL NOTES
DEMOLITION PLAN NOTES
1. REMOVE EXISTING DOOR, FRAME, AND HARDWARE.
2. REMOVE PORTION OF EXISTING PARTITION IN ITS ENTIRETY.
3. REMOVE EXISTING DOOR, FRAME, HARDWARE, AND PORTION OF EXISTING PARTITION
TO ACCOMMODATE NEW WORK.
4. REMOVE EXISTING WINDOW IN IT'S ENTIRETY, AND PREPARE FOR RELOCATION.
5. REMOVE EXISTING WINDOW AND FRAME.
6. RELOCATE EXISTING EQUIPMENT, COORDINATE WITH FACILITY FOR FINAL LOCATION.
7. PORTION OF EXISTING CEILING TO BE REMOVED / MODIFIED AS REQUIRED FOR NEW
CEILING LAYOUT. SEE PLANS. MAINTAIN SURROUNDING CEILINGS.
8. REMOVE EXISTING FINISH FLOORING MATERIAL IN ITS ENTIRETY AND PREPARE AREA
FOR NEW VINYL TILE.
9. REMOVE EXISTING FLOOR BASE.
10. REMOVE EXISTING WALL FINISHES TO STRUCTURE. PREPARE FOR NEW WALL TYPE.
11. PREPARE EXISTING CONCRETE FLOOR FOR NEW VINYL TILE.
12. PREPARE EXISTING MASONRY WALL FOR NEW PLYWOOD FINISH.
13. REMOVE EXISTING MILLWORK CABINETS AND SHELVING.
14. REMOVE EXISTING COUNTER TOP.
15. REMOVE EXISTING HANDRAIL AND CRASHRAIL.
16. REMOVE EXISTING PLUMBING FIXTURES AND CAP UTILITIES ON FLOOR BELOW. SEE
PLUMBING DEMO SHEETS.
17. REMOVE EXISTING RAILING IN ITS ENTIRETY.
18. NOT USED.
19. REMOVE EXISTING CEILING IN ITS ENTIRETY.
20. REMOVE EXISTING BASE-BOARD HEATER.
21. PATCH AND REPAIR EXTERIOR WALL WITH EXISTING DAMAGE TO AS-NEW CONDITION.
22. REMOVE PORTION OF EXISTING FLOOR IN ITS ENTIRETY AND PREPARE AREA FOR
NEW VINYL TILE.
23. REMOVE PORTION OF EXISTING WALL FOR FIRE EXTINGUISHER CABINET. SEE SHEET
AE540 FOR CABINET DETAIL.
24. REMOVE EXISTING DOOR, FRAME, AND HARDWARE FOR SALVAGE AND REUSE. SEE
DOOR SCHEDULE.
25. REMOVE EXISTING SIGNAGE FOR SALVAGE AND REUSE.
A
REFLECTED CEILING TYPE LEGEND
TYPE GRAPHIC DESCRIPTION
B
C
D
8x8 ACOUSTICAL CEILING TILE (AT-1)
2x2 ACOUSTICAL CEILING TILE (AT-2)
2x4 ACOUSTICAL CEILING TILE (AT-3)
GYPSUM BOARD CEILING. CEILING PAINT.
E NO CEILING / EXISTING
CEILING TO REMAIN
xP x2
6' - 8 1/2"
NURSE STATION
D010H xP x2
6' - 9 1/4" xP x2
C 8' - 5"
6' - 9 1/4"
NURSE STATION
D010H xP x2
6' - 9 1/4"
C 8' - 5"
COMMON SPACE
CORRIDOR
RCCB38R
COMMON SPACE
CORRIDOR
RCCB38R
COMMON SPACE
CORRIDOR
RCCB38R
COMMON SPACE
CORRIDOR
RCCB38R
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
100% FINAL STAMPED
BID DOCUMENTS
FULLY SPRINKLERED
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
Phase
ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
10360 Ellison Circle Omaha, NE 68134 Phone: 402.991.5520 www.specializedeng.com
SES Project :
1221 N. Pennsylvania St.
Indianapolis, IN 46202 Phone: 317.800.6388 www.guidondesign.com
GD Project :
B
IM
/2
V
A H in e s E
H R
M I n fr a s tr u c tu re D e s ig n P h a s e
I I/
-7
.B
.A
R
.r v t
/2
/2
:4
:4
A
M
B200-AE408
ENLARGED FLOOR PLANS ELECTRONIC HEALTH RECORD
MODERNIZATION (EHRM)
INFRASTRUCTURE UPGRADES
5000 5TH AVE, HINES, IL 60141
578-21-701
05/31/2023 JG LNS
SCALE: 1/4" = 1'-0"B200-AE408
1 THIRTEENTH LEVEL - ENLARGED FLOOR PLAN
SCALE: 1/4" = 1'-0"B200-AE408
2 THIRTEENTH LEVEL - ENLARGED CEILING PLAN
SCALE: 1/4" = 1'-0"B200-AE408
3 THIRTEENTH LEVEL - ENLARGED DEMO PLAN
SCALE: 1/4" = 1'-0"B200-AE408
4 THIRTEENTH LEVEL - ENLARGED CEILING DEMO PLAN
SCALE: 1/4" = 1'-0"B200-AE408
5 FOURTEENTH LEVEL - ENLARGED FLOOR PLAN
SCALE: 1/4" = 1'-0"B200-AE408
6 FOURTEENTH LEVEL - ENLARGED CEILING PLAN
SCALE: 1/4" = 1'-0"B200-AE408
7 FOURTEENTH LEVEL - ENLARGED DEMO PLAN
SCALE: 1/4" = 1'-0"B200-AE408
8 FOURTEENTH LEVEL - ENLARGED CEILING DEMO PLAN
0' 4' 8' 12'2'
SCALE: 1/4" = 1'-0"B200-AE408
9 BASEMENT LEVEL - SECTION D - ENLARGED FLOOR PLAN
SCALE: 1/4" = 1'-0"B200-AE408
11 BASEMENT LEVEL - SECTION D - ENLARGED DEMO PLAN
SCALE: 1/4" = 1'-0"B200-AE408
10 BASEMENT LEVEL - SECTION D - ENLARGED CEILING PLAN
SCALE: 1/4" = 1'-0"B200-AE408
12 BASEMENT LEVEL - SECTION D - ENLARGED CEILING DEMO PLAN
Revisions: Date:
NOT F
OR
UPS
8'
8' - 0 3/4" 11' - 0"
6' - 7 1/4" 1' - 8 1/4"
5' - 0" 3' - 8 1/2"
3'
/2
10' - 9"
/4
5'
1/ 4"
1572A x10 x9 x8 xK
SD-1
RB-1
P-1
SD-1
RB-1
P-1
10 1/2" 3' - 11"
FEC
FLEX
1572A
U415
S3C.GW
S3C.G
IN-03.01
1571A
IN-03.01
TR
E 8' - 0"
1/ 2"
10' - 3 1/2"6' - 3"
5'
1/ 2"
3'
1/ 2"
5" 4'
/4
3' - 11 1/2" 6' - 4"
7' - 8 1/2" 10' - 11"
8' x10 x9 x8 xK
B 8' - 0"
FLEX
1572A
D 8' - 0"
1'
3' - 8"
3'
4'
2 2
6' - 3" 2' - 0 1/2" 5' - 0" 3' - 8 1/2"
4' - 5" 6' - 4"
3'
/4
5" x10 x9 x8 xK
D 8' - 0"
5' - 0" 3' - 8 1/2"
1'
6' - 3" 4' - 5" 6' - 4"
5'
1/ 2"
4'
1/ 2"
5" 3'
/4 x10 x9 x8 xK
B 8' - 0"
UNASSIGNED VACANT
SPACE
VERTICAL SPACE
ELEVATOR
RCC1531C
UNASSIGNED VACANT
SPACE
UNASSIGNED VACANT
SPACE CORRIDOR
RCC1519R
UNASSIGNED VACANT
SPACE
UNASSIGNED VACANT
SPACE CORRIDOR
RCC1521R
UNASSIGNED VACANT
SPACE
VERTICAL SPACE
ELEVATOR
RCC1531C
UNASSIGNED VACANT
SPACE
UNASSIGNED VACANT
SPACE CORRIDOR
RCC1519R
UNASSIGNED VACANT
SPACE
UNASSIGNED VACANT
SPACE
VERTICAL SPACE
CHASE
RCC1523R
UNASSIGNED VACANT
SPACE
UNASSIGNED VACANT
SPACE
VERTICAL SPACE
ELEVATOR
RCC1531C
UNASSIGNED VACANT
SPACE
UNASSIGNED VACANT
SPACE CORRIDOR
RCC1519R
UNASSIGNED VACANT
SPACE
UNASSIGNED VACANT
SPACE
VERTICAL SPACE
CHASE
RCC1523R
UNASSIGNED VACANT
SPACE
UNASSIGNED VACANT
SPACE
VERTICAL SPACE
ELEVATOR
RCC1531C
UNASSIGNED VACANT
SPACE
UNASSIGNED VACANT
SPACE CORRIDOR
RCC1519R
UNASSIGNED VACANT
SPACE
1530 #
A. REFERENCE STRUCTURAL, MECHANICAL, PLUMBING, FIRE PROTECTION AND
ELECTRICAL FOR COORDINATION ITEMS. COORDINATE AS REQUIRED INCLUDING
NECESSARY FRAMING, BLOCKING, ETC.
B. VERIFY EXISTING FIELD CONDITIONS PRIOR TO BEGINNING WORK, AND REPORT
DISCREPANCIES IMMEDIATELY TO ARCHITECT FOR CLARIFICATION.
C. PATCH EXISTING PARTITIONS WHERE NEW PARTITIONS MEET.
D. PROVIDE MINIMUM CLEARANCES AT ALL DOORS PER ABA REQUIREMENTS.
E. WHERE NO DIMENSION IS INDICATED, FINISH DOORS 6" FROM EDGE OF STUD
FRAMING AT CORNERS UNLESS OTHERWISE NOTED.
F. REFER TO EQUIPMENT SHEETS FOR EQUIPMENT SCHEDULE AND INFORMATION.
G. LEVEL AND INFILL FLOOR SLAB TO RECEIVE NEW FLOORING. REFER TO
SPECIFICATIONS AND FLOORING MANUFACTURE'S TOLERANCES FOR ADDITIONAL
INFORMATION.
H. PROVIDE METAL PLATE ON UNDERSIDE OF FLOOR SLAB WHERE CONCRETE INFILL IS
REQUIRED AND CHIP AWAY CONCRETE AT FLOOR LEVEL TO CREATE A SLOPED
OPENING/LIP TO PATCH PENETRATIONS AND PREVENT CONCRETE INFILL CORE FROM
FALLING THROUGH OPENING TO FLOOR BELOW.
I. ALL KEYNOTES MAY NOT BE APPLICABLE TO EACH SHEET - CONTRACTOR SHALL
VERIFY.
J. ALL DIMENSIONS SHOWN ARE TO FACE OF WALL FRAMING/ MASONRY UNLESS NOTED
OTHERWISE. DIMENSIONS DESIGNATES AS "CLR" OR "CLEAR" INDICATE A CLEAR
DIMENSION FROM FACE OF FINISH TO FACE OF FINISH.
K. VERIFY EXISTING FIELD CONDITIONS PRIOR TO BEGINNING WORK, AND REPORT
DISCREPANCIES IMMEDIATELY TO ARCHITECT FOR CLARIFICATION.
L. CONTRACTOR TO MAINTAIN/REPAIR RATING OF EXISTING PARTITIONS AS AFFECTED
BY DEMOLITION/NEW CONSTRUCTION, TYPICAL THROUGHOUT.
M. PROVIDE CONTROL JOINT ON CONTINUOUS GYPSUM BOARD WALLS GREATER THAN
30' LONG.
N. PROVIDE CONTROL JOINTS AT CORNERS OF DOORS OR WINDOWS.
O. ALL NEW PARTITIONS ARE WALL TYPE S3C.G UNLESS NOTED OTHERWISE. REFER TO
WALL TYPE GENERAL NOTES FOR WALL BOARD MATERIAL.
P. NON-RATED WALL CONSTRUCTION THAT FORMS CHASE AREAS DOES NOT REQUIRE
GYPSUM BOARD INSTALLATION ON INTERIOR OF CHASE WALL.
Q. DIMENSIONS INDICATED AS 'VIF' MAY INCREASE OR DECREASE TO MATCH FIELD
CONDITIONS. ALL OTHER DIMENSIONS WITHIN THE DIMENSION STRING MUST BE
MAINTAINED.
R. PROVIDE BLOCKING AND STRAPPING FOR WALL MOUNTED CASEWORK, FURNITURE,
AND ACCESSORIES. COORDINATE WITH FLOOR PLANS, SCHEDULES, ELEVATIONS,
AND ENGINEERING DRAWINGS FOR FULL SCOPE OF WORK.
S. PATCH WALL AREAS ABOVE AND AROUND NEW DOORS TO MATCH EXISTING. SEE
FINISH SHEETS FOR ADDITIONAL INFORMATION.
T. PATCH WALL AREA AROUND NEW FEC LOCATION. SEE FINISH SHEETS.
U. ICRA LOCATIONS SHOWN ON AE100 SERIES SHEETS. SEE SHEET AE001 FOR ICRA
DEALS. FINAL LOCATION OF PARTITIONS TO BE DETERMINED BY THE CONTRACTOR.
ARCHITECTURAL GENERAL NOTES
ARCHITECTURAL PLAN NOTES
1. PARTITION INFILL WITH METAL STUD AT 16" O.C. AND 5/8" THK. GYPSUM BOARD- PRIME
AND PAINT ON EACH SIDE (STAGGER STUD TO ACCOMMODATE EXISTING WALL
THICKNESS WHERE REQUIRED).
2. NEW PARTITION. PRIME AND PAINT.
3. NEW DOOR, FRAME, AND HARDWARE.
4. INFILL EXISTING WINDOW. SEE SHEET AE540.
5. PAINT INTERIOR OF ROOM FROM CORNER TO CORNER, FLOOR TO CEILING. SEE
SHEET AF600.
6. INSTALL NEW FLOORING. SEE SHEET AF600.
7. INSTALL NEW VINYL BASE. SEE SHEET AF600.
8. ALIGN FINISH FACE OF WALL WITH OUTER FINISH FACE OF EXISTING WALL. PROVIDE
SEAMLESS TRANSITION AND NEW FINISH. ALIGN FINISH FACE OF WALL, BOTH SIDES
WHERE APPLICABLE.
9. INFILL PORTION OF EXISTING SLAB. REFERENCE STRUCTURAL.
10. INSTALL SHAFTWALL (UL415).
11. INSTALL WALL TYPE GW (PAINT). ALL WALL MOUNTED PLYWOOD TO HAVE FP-1 WITH
P-1 TOP COAT. SEE SHEET AF600 FOR ALL OTHER WALL SURFACES. SEE AE/540 FOR
DETAILS.
12. INSTALL 24" X 36" ACCESS PANEL 4'-0" A.F.F. (2 HR.).
13. MATCH EXISTING FINISHES; WALLS, FLOORS, BASE, CEILINGS, HAND AND
GUARDRAILS, ETC. SEE SHEET AF600. ANY SPACES LEFT BLANK ARE TO BE
DETERMINED IN THE FIELD. COORDINATE EXACT REQUIREMENTS WITH FACILITY.
14. CLOTHES WASHER, 27" X 42" X 26". VA SUPPLIED.
15. CLOTHES DRYER, 27" X 42" X 28". VA SUPPLIED.
16. INSTALL SALVAGED DOOR IN NEW LOCATION. SEE DOOR SCHEDULE.
17. INSTALL RELOCATED EXISTING SIGNAGE.
18. PATCH AND REPAIR FLOOR. SEE SHEET AF600 FOR FINISHES.
19. INSTALL 5/8" THK. GYPSUM BOARD TO DECK WITH SEALANT. PRIME, PAINT, AND
INSTALL NEW VINYL BASE TO MATCH EXISTING. SEE SHEET AF600.
20. LEAK PREVENTION BARRIER. COORDINATE WITH PLUMBING AND SEE SHEET AE540.
21. PARTITION INFILL WITH CONCRETE MASONRY UNITS. MATCH EXISTING- PRIME AND
PAINT ON EACH SIDE.
22. INSTALL WALL TYPE U415 (PAINT). SEE SHEET AF600 FINISHES. SEE AE/540 FOR
DETAILS.
A. THE ARCHITECTURAL REFLECTED CEILING PLAN SHALL GOVERN THE LAYOUT OF ALL
CEILING ELEMENTS, HEIGHTS AND/OR PENETRATIONS. COORDINATION OF THE
ARCHITECTURAL AND ENGINEERING ELEMENTS ARE THE RESPONSIBILITY OF THE
CONTRACTOR. THE CONTRACTOR IS TO VERIFY FIELD CONDITIONS AND REPORTS
ANY DISCREPANCIES TO ARCHITECT AND COR.
B. SHOWN SIZES OF MECHANICAL, ELECTRICAL AND PLUMBING EQUIPMENT ARE FOR
REFERENCE ONLY. REFER TO ENGINEERING PLANS…
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