Attachment 03 - Drawings - 578-701.A.20230531_2.pdf
PDF 15 MB Posted
- Attached to
- 36C77623B0043 - EHRM Infrastructure Upgrades - Hines, IL - Solicitation Federal contract opportunity
- Solicitation number
- 36C77623B0043
About this file
This document contains details of 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 Austin. The related file is a set of drawings for the project titled "Attachment 03 - Drawings - 578-701.A.20230531_2.pdf" and is 15MB in size. The opportunity is for upgrades to the EHRM infrastructure at the Hines facility and interested vendors are advised to review the provided drawings for full details on the scope of work. Proposals must be submitted in response to solicitation number 36C77623B0043 by the specified deadline to be considered for the contract award.
View the file
Other files for this federal contract opportunity
Show all 50
36C77623B0043 - EHRM Infrastructure Upgrades - Hines, IL - Solicitation has more files on GovTribe.
On GovTribe
Work with this file on GovTribe
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
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
TR
4' - 9 1/2"
4 3/4"
2' - 0"
1/ 4"
13' - 4 1/4"
SD-1
RB-1
P-1
3' - 8" 3' - 8"
FEC
IN-03.01
TR
E 10' - 0"
13' - 4 1/4"
1/ 4"
A 9' - 6"
7 1/2" 4' - 9 1/2"
13' - 4 1/4"
1/ 4"
2' - 1" 10"
13' - 4 1/4"
1/ 4"
A 9' - 6"
A 9' - 6"
TR
10' - 5 1/2"
/4
2' - 10" 1' - 8"
2'
3' - 8"
SD-1
RB-1
P-1
FEC
IN-03.01
TR
E 10' - 0"
A 9' - 6"
10' - 5 1/2"
/4
10" 11" 3' - 1 1/4" 8 1/2"
10' - 5 1/2"
/4
1' - 8"
4 3/4"
10' - 5 1/2"
/4
B 10' - 0"
A 9' - 6"
TR
210C
1'
/2
4'
0"
3'
1'
/4
/2
9' - 2 1/2"
210C
3' - 8"
SD-1
RB-1
P-1
FEC
S3C.GW
IN-03.01
TR
210C
E 10' - 4"
9' - 1"
/2
A 10' - 1 1/4"
A 10' - 4"
3' - 1" 11 1/2"
9' - 1"
/2
9' - 6 3/4"
/2
A 10' - 4"
A 10' - 1 1/4"
ENGINEERING TOILET
ENGINEERING
LOCKERS
024A
COMMON SPACE
CORRIDOR
RCCB07R
ENGINEERING TOILET
ENGINEERING
LOCKERS
024A
COMMON SPACE
CORRIDOR
RCCB07R
ENGINEERING TOILET
ENGINEERING
LOCKERS
024A
COMMON SPACE
CORRIDOR
RCCB07R
IRM TELEPHONE
ENGINEERING TOILET
ENGINEERING
LOCKERS
024A
COMMON SPACE
CORRIDOR
RCCB07R
IRM TELEPHONE
VERTICAL SPACE
STAIR
RCC103R
ENVIRONMENTAL
MGMT OFFICE
106A
COMMON SPACE
CORRIDOR
RCC104R
VERTICAL SPACE
STAIR
RCC103R
ENVIRONMENTAL
MGMT OFFICE
106A
COMMON SPACE
CORRIDOR
RCC104R
VERTICAL SPACE
STAIR
RCC103R
ENVIRONMENTAL
MGMT OFFICE
106A
COMMON SPACE
CORRIDOR
RCC104R
ENVIRONMENTAL
OFFICE
VERTICAL SPACE
STAIR
RCC103R
ENVIRONMENTAL
MGMT OFFICE
106A
COMMON SPACE
CORRIDOR
RCC104R
ENVIRONMENTAL
OFFICE
ENGINEERING OFFICE
FISCAL OPEN OFFICE
COMMON SPACE
CORRIDOR
RCC203R
ENGINEERING OFFICE
FISCAL OPEN OFFICE
COMMON SPACE
CORRIDOR
RCC203R
ENGINEERING OFFICE
FISCAL OPEN OFFICE
COMMON SPACE
CORRIDOR
RCC203R
ENGINEERING OFFICE
FISCAL OPEN OFFICE
COMMON SPACE
CORRIDOR
RCC203R
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
:1
:3
A
M
B02-AE400
ENLARGED FLOOR PLANS ELECTRONIC HEALTH RECORD
MODERNIZATION (EHRM)
INFASTRUCTURE UPGRADES
5000 5TH AVE, HINES, IL 60141
578-21-701
05/31/2023 JG LNS
SCALE: 1/4" = 1'-0"B02-AE400
1 BASEMENT LEVEL - ENLARGED FLOOR PLAN
SCALE: 1/4" = 1'-0"B02-AE400
2 BASEMENT LEVEL - ENLARGED CEILING PLAN
SCALE: 1/4" = 1'-0"B02-AE400
3 BASEMENT LEVEL - ENLARGED DEMO PLAN
SCALE: 1/4" = 1'-0"B02-AE400
4 BASEMENT LEVEL - ENLARGED CEILING DEMO PLAN
SCALE: 1/4" = 1'-0"B02-AE400
5 FIRST LEVEL - ENLARGED FLOOR PLAN
SCALE: 1/4" = 1'-0"B02-AE400
6 FIRST LEVEL - ENLARGED CEILING PLAN
SCALE: 1/4" = 1'-0"B02-AE400
7 FIRST LEVEL - ENLARGED DEMO PLAN
SCALE: 1/4" = 1'-0"B02-AE400
8 FIRST LEVEL - ENLARGED CEILING DEMO PLAN
SCALE: 1/4" = 1'-0"B02-AE400
9 SECOND LEVEL - ENLARGED FLOOR PLAN
SCALE: 1/4" = 1'-0"B02-AE400
10 SECOND LEVEL - ENLARGED CEILING PLANS
SCALE: 1/4" = 1'-0"B02-AE400
11 SECOND LEVEL - ENLARGED DEMO PLAN
SCALE: 1/4" = 1'-0"B02-AE400
12 SECOND LEVEL - ENLARGED CEILING DEMO PLANS
0' 4' 8' 12'2'
Revisions: Date:
NOT F
OR
CONSTRUCTIO
N
A. CONTRACTOR IS RESPONSIBLE TO COORDINATE ALL HARDWARE
REQUIREMENTS BETWEEN HARDWARE SUPPLIES, ACCESS CONTROL
VENDOR, AND ANY OTHER TRADES THAT ARE INVOLVED. REQUIRED POWER
SUPPLIES AND AUXILIARY COMPONENTS THAT IS REQUIRED TO MAKE A
HARDWARE SET WORK BETWEEN ACCESS CONTROL AND HARDWARE SHALL
BE PROVIDED.
B. ALL HOLLOW METAL DOORS AND FRAMES SHALL BE FACTORY PRIMED AND
RECEIVE PAINT FINISH ON SITE. REFER TO FINISH SCHEDULE FOR HOLLOW
METAL PAINT COLOR.
C. PROVIDE SEALANT AROUND PERIMETER OF DOOR/ WINDOW FRAME
ADJACENT TO WALL AND FLOOR CONSTRUCTION, BOTH SIDES.
D. LOCATE HINGE SIDE OF DOOR 6" OFF OF ADJACENT WALL UNLESS
OTHERWISE INDICATED ON FLOOR PLANS/ ENLARGED PLANS.
E. MAINTAIN ADA CLEARANCE AROUND DOORS AND REFER ANY
DISCREPANCIES DUE TO COR AND ARCHITECT FOR CLARIFICATION.
F. RATED FRAMES, DOORS AND GLAZING SHALL BE UL LABELED IN A VISIBLE
LOCATION.
G. REFER TO DOOR/ WINDOW AND FRAME LEGEND FOR REFERENCE TO
TYPICAL HEAD, JAMB AND SILL DETAILS.
H. ALL HOLLOW METAL JAMBS TO BE PREPARED FOR ACCESS CONTROL AND
SECURITY HARDWARE. REFER TO ENGINEERING DRAWINGS FOR
ADDITIONAL INFORMATION.
I. REFER TO SPECIFICATIONS AND ENGINEERING DRAWINGS FOR ADDITIONAL
HARDWARE INFORMATION.
J. COORDINATE POWER AND DATA REQUIREMENTS AT DESIGNATED DOOR
OPENINGS WITH ENGINEERING DRAWINGS.
DOOR AND FRAME GENERAL NOTES
S1
AS SCHEDULED 2" TYP
A S
S C
H E
D U
LE
D
A S
S C
H E
D U
LE
D
AS SCHEDULED
B02-AE540
TYP
B02-AE540
TYP
DOOR AND FRAME TYPE LEGEND
FL
DOOR TYPE ABBREVIATIONS
FL FLUSH
DOOR MATERIAL ABBREVIATIONS
AL ALUMINUM
HM HOLLOW METAL
WD WOOD
FRAME TYPE ABBREVIATIONS
S1 SINGLE / 2" HEAD
S2 SINGLE / 4" HEAD
FRAME MATERIAL ABBREVIATIONS
AL ALUMINUM
HM HOLLOW METAL
WD WOOD
FRAMING STUD HEADER
HOLLOW METAL FRAME,
RE: DOOR SCHEDULE
SEALANT, BOTH SIDES
WALL TYPE,
RE: PLANS
HOLLOW METAL FRAME,
RE: DOOR SCHEDULE
WALL TYPE,
RE: PLANS
DOUBLE STUD FRAMING
SEALANT, BOTH SIDES
JAMB ANCHOR
APPLY WINDOW SECURITY FILM (BLACKOUT) TO
INTERIOR FACE OF EXISTING GLAZING AND SECURE
TO WINDOW FRAME WITH WET GLAZED IMPACT
ATTACHMENT SYSTEM
3/4" FIRE TREATED PLYWOOD. SEE TYPICAL TR
ROOM ELEVATION, DETAIL XX/AEXXX.
6" x 8" x 16" CONCRETE MASONRY UNIT
EXISTING CAVITY WALL
EXISTING CAVITY WALL
5/8" TYPE X GYPSUM BOARD
S3C.G 3 5/8" METAL STUD TO DECK, INSULATED
5/8" TYPE X GYP BD, BOTH SIDES
3 5/8" STEEL STUDS @ 16" O.C.
BEAD OF CONT. SEALANT, BOTH SIDES
SOUND ATTENUATION BATT.
3 5/8" STEEL STUD TRACK
WALL TYPES LEGEND AND GENERAL NOTES
REFER TO PLANS FOR RATED WALL LOCATIONS.
PROVIDE 5/8" TYPE "X" GYPSUM WALLBOARD FOR ALL OTHER WALL
CONSTRUCTION, UNLESS OTHERWISE NOTED.
PROVIDE 5/8" TYPE "X" GYPSUM WALLBOARD IN BULKHEAD CONSTRUCTION.
GW 3/4" PLYWOOD TO DECK, ONE SIDE EXISTING WALL
5/8" TYPE X GYP BOARD
EXISTING WALL STRIPPED TO
STRUCTURE
3/4" FIRE RATED PLYWOOD - SEE TYPICAL
TR ROOM ELEVATIONS
CEILING
S3C.GW 3 5/8" METAL STUD, 3/4" PLYWOOD TO DECK, INSULATED
5/8" TYPE X GYP BD, BOTH SIDES
3 5/8" STEEL STUDS @ 16" O.C.
BEAD OF CONT. SEALANT
SOUND ATTENUATION BATT. WITH CLIP
TO HOLD BATT IN PLACE
3 5/8" STEEL STUD TRACK
CEILING
2" DEEP LEG 3 5/8" STEEL SLIP TRACK
STEEL STUD WALL BRACING @ 4'-0" O.C.
MAX
STRUCTURE
ABOVE
2" DEEP LEG 3 5/8" STEEL SLIP TRACK
STEEL STUD WALL BRACING @ 4'-0" O.C.
MAX
STRUCTURE
ABOVE
F3D.G 3 5/8" METAL STUD TO DECK, INSULATED
5/8" TYPE X GYP BD
3 5/8" STEEL STUDS @ 16" O.C.
BEAD OF CONT. SEALANT, BOTH SIDES
SOUND ATTENUATION BATT.
3 5/8" STEEL STUD TRACK
CEILING
2" DEEP LEG 3 5/8" STEEL SLIP TRACK
STEEL STUD WALL BRACING @ 4'-0" O.C.
MAX
STRUCTURE
ABOVE
UL415 3 5/8" METAL STUD TO DECK, INSULATED
1/2" TYPE X GYP BD
2 1/2" STEEL STUDS @ 16" O.C.
BEAD OF CONT. SEALANT, BOTH SIDES
SOUND ATTENUATION BATT.
2 1/2" STEEL STUD TRACK
CEILING
2" DEEP LEG 2 1/2" STEEL SLIP TRACK
STEEL STUD WALL BRACING @ 4'-0" O.C.
MAX
STRUCTURE
ABOVE
3/4" FIRE RATED PLYWOOD - SEE TYPICAL
TR ROOM ELEVATIONS
3/4" FIRE RATED PLYWOOD - SEE TYPICAL
TR ROOM ELEVATIONS
U415 1" GYP PANEL ONE SIDE, INSULATED
AT EXISTING CONDITION, USE EXISTING WALL STRUCTURE
1" GYPSUM PANEL
C-H GENERIC STUD @ 24" O.C.
BEAD OF CONT. SEALANT, BOTH SIDES
SOUND ATTENUATION BATT.
CEILING
STEEL STUD WALL BRACING @ 4'-0" O.C.
MAX
STRUCTURE
ABOVE
4' - 0" TYP.
O V
E R
A
LL
P A
R T
IT
IO
N H
E
IG
H T
V A
R
IE
S
1'
8'
MOUNT BOTTOM OF
PLYWOOD 1'-0" AFF
CUT DOWN HEIGHT OF
PLYWOOD WHERE FLOOR TO
FLOOR HEIGHT CANNOT
ACCOMODATE A FULL 8'-0"
SHEET OF PLYWOOD. CUT
PANEL WIDTHS AS NEC TO FIT
ROOM
4'-0" x 8'-0" x 3/4" AC GRADE FIRE
RATED PLYWOOD. 2 COATS OF
FIRE RESISTANT PAINT ALL
SIDES AND TOP COAT OF PAINT.
SEE FINISH SCHEDULE.
WALL BASE AS SCHED
DOOR SEE PLANS FOR
LOCATION
MIN INSIDE
DIMENSIONS 27" HIGH x
12" WIDE x 8" DEEP
EXISTING WALL CONSTRUCTION,
WHERE SHOWN IN THE
ENLARDED FLOOR PLANS
FIRE RESISTANT MATERIAL IN DOUBLE
WALL CABINET CONSTRUCTION
CONTINUE ACOUSTIC INSULATION
AROUND CABINET, 3" MIN
THICKNESS OR AS SPACE WITHIN
STUD CAVITY ALLOWS
REFER TO ENLARGED FLOOR PLANS
FOR ACTUAL FRAMING/PARTITION
TYPES AROUND CABINET
S E
E F
LO
O
R P
LA
N
S
1/
4" M
IN
4"
6" METAL STUD
MOUNTING SCREWS
DOOR
ROLLED EDGE TRIM
4'
M A
X
HANDLE
FULL GLASS
CABINET FINAL MOUNTING HEIGHT WILL NEED TO BE
COORDINATED WITH ACTUAL CABINET HANDLE MOUNTING
HEIGHT SLECTED DURING THE SHOP DRAWING PROCESS
9" MIN WPM FIELD MEMBRANE
DETAIL STRIP
4" MIN WPM
D E
T A
IL
S
T R
IP
4" M
IN
W
P M
M E
T A
L B
A C
K E
R A
N D
S H
E E
T W
A T
E R
P R
O O
F
IN
G F
IE
LD
M E
M B
R A
N E
3'
M
IN
TELECOM ROOM (TR)WET ROOM OR PIPING SIDE
EXISTING OR NEW PARTITION - CONTRUCTION
TYPE VARIES. SEE FLOOR PLAN FOR
PARTITION TYPES
FIRE RATED PLYWOOD - SEE TYPICAL TR
ROOM ELEVATION THIS SHEET
14 GA GALV SHEET METAL BACKER FOR
SELF-ADHERING SHEET WPM
OVER METAL BACKER, APPLY SHEET WPM
MANUFACTURER'S RECOMMENDED PRIMER
5/8" WATER RESISTANT GYP BACKING BD,
TYPE X
AT EXISTING PARTITIONS, REMOVE
EXISTING SHEATHING IN IT'S ENTIRETY FOR
PARTITIONS INDICATED IN THE FLOOR
PLANS, INCLUDE ALL PARTITIONS OF
INDICATED CHASES LOCATED WITHIN THE
ROOM, TO REQUIRE WATERPROOFING
TREATMENT IN ACCORDANCE WITH THIS
DETAIL AND INSTALL NEW 5/8" WATER
RESISTANT GYP BD
WALL BASE AS SCHEDULED
SELF-ADHERING SHEET WATERPROOFING
MEMBRANE (WPM) FIELD MEMBRANE
OVER CONTINUOUS DETAIL STIRP AT
FLOOR-TO-WALL TRANSITION (SHOWN
DASHED)
SEE FINISH SCHEDULE FOR
FLOOR FINISH
CONTINUOUS SEALANT AT
MEMBRANE EDGE AS
RECOMMENDED BY THE WPM
MFR
SEALANT AS REQUIRED BY
WATERPROOFING MEMBRANE MFR
EXISTING FLOOR STRUCTURE
T Y
P
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
:1
:3
A
M
B02-AE540
INTERIOR OPENING DETAILS,
TYPES AND SCHEDULE
ELECTRONIC HEALTH RECORD
MODERNIZATION (EHRM)
INFASTRUCTURE UPGRADES
5000 5TH AVE, HINES, IL 60141
578-21-701
05/31/2023 JG LNS
SCALE: 3" = 1'-0"B02-AE540
2 DOOR HEAD DETAIL, HM
SCALE: 3" = 1'-0"B02-AE540
1 DOOR JAMB DETAIL, HM
DOOR SCHEDULE
DOOR
NUMBER
ROOM DIMENSIONS DOOR FRAME DETAILS FIRE
RATING
GLAZING
TYPE
HARDWARE
SET COMMENTSNUMBER NAME WIDTH HEIGHT THICKNESS TYPE MATERIAL FINISH TYPE MATERIAL FINISH HEAD JAMB SILL
022 022 TR 3' - 0" 8' - 0" 1 3/4" FL WD STAIN S1 HM PAINT 2/B02-AE540 1/B02-AE540 45 N/A HW-3.2
106 106 TR 3' - 0" 8' - 0" 1 3/4" FL WD STAIN S1 HM PAINT 2/B02-AE540 1/B02-AE540 45 N/A HW-3.2
210C 210C TR 3' - 0" 8' - 0" 1 3/4" FL WD STAIN S1 HM PAINT 2/B02-AE540 1/B02-AE540 45 N/A HW-3.2
SCALE: 3/4" = 1'-0"B02-AE540
3 WINDOW INFILL SECTION
SCALE: 1/4" = 1'-0"B02-AE540
4 INT ELVATION TYPICAL TR
SCALE: 1 1/2" = 1'-0"B02-AE540
5 SEMI-RECESSED - FIRE RATED REC
SCALE: 1/2" = 1'-0"B02-AE540
6 SEMI-RECESSED - FIRE RATED REC ELEVATION
SCALE: 3" = 1'-0"B02-AE540
7 SECTION DETAIL INTERIOR - LEAK PREVENTION BARRIER
Revisions: Date:
NOT F
OR
BASIS OF DESIGN.
MOUNT AT 5'-0" AFF
TO TOP OF SIGN
3"
9"
9"
6"
BASIS OF DESIGN.
MOUNT AT 5'-0" AFF
TO TOP OF SIGN
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
:1
:3
A
M
B02-AF600
MATERIAL AND ROOM FINISH
SCHEDULE
ELECTRONIC HEALTH RECORD
MODERNIZATION (EHRM)
INFASTRUCTURE UPGRADES
5000 5TH AVE, HINES, IL 60141
578-21-701
05/31/2023 JG LNS
ROOM FINISH SCHEDULE
ROOM NUMBER ROOM NAME FLOOR BASE WALL CEILING COMMENTS
022 TR SD-1 RB-1 P-1 EXPOSED
RCCB07R COMMON SPACE CORRIDOR C-1 N/A P-8 AT-1 DOOR FRAME P-8
106 TR SD-1 RB-1 P-1 EXPOSED
106A ENVIRONMENTAL MGMT OFFICE CP-1 RB-1 P-7 DOOR FRAME P-10
RCC104R COMMON SPACE CORRIDOR VCT-1 RB-1 P-6 AT-1 DOOR FRAME P-9
205 ENGINEERING OFFICE CP-1 RB-1 P-4 DOOR FRAME P-4
210 FISCAL OPEN OFFICE CP-1 RB-1 P-2 DOOR FRAME P-2
210C TR SD-1 RB-1 P-1 EXPOSED
RCC203R COMMON SPACE CORRIDOR CP-1 RB-1 P-2 AT-1 DOOR FRAME P-3
ROOM SCHEDULE
Level Number Name
Basement 022 TR
Basement RCCB07R COMMON SPACE CORRIDOR
Level 1 106 TR
Level 1 106A ENVIRONMENTAL MGMT OFFICE
Level 1 RCC104R COMMON SPACE CORRIDOR
Level 2 205 ENGINEERING OFFICE
Level 2 210 FISCAL OPEN OFFICE
Level 2 210C TR
Level 2 RCC203R COMMON SPACE CORRIDOR
FINISH SCHEDULE
FINISH MARK FINISH MANUFACTURER PATTERN/STYLE COLOR SIZES COMMENTS
AT-1 ACOUSTICAL CEILING TILE 8" X 8"
C-1 CONCRETE
CG-1 CORNER GUARD
CP-1 CARPET
FP-1 PAINT FLAME CONTROL FIRE RETARDANT PAINT
SYSTEM
WHITE 1 UNDERCOAT FLAME
CONTROL 20-20
INTUMESCENT PAINT, 1
TOPCOAT FLAME
CONTROL 400
P-1 PAINT BENJAMIN MOORE REVERE PEWTER-HC 172
P-2 PAINT BENJAMIN MOORE MARITIME WHITE 963
P-3 PAINT BENJAMIN MOORE SILVER SATIN 856
P-4 PAINT BENJAMIN MOORE OC-135
P-5 PAINT BENJAMIN MOORE OC-142
P-6 PAINT BENJAMIN MOORE SLATE BLUE 1648
P-7 PAINT BENJAMIN MOORE BROKEN ARROW 1026
P-8 PAINT BENJAMIN MOORE AF-130
P-9 PAINT BENJAMIN MOORE AF-15
P-10 PAINT BENJAMIN MOORE TAUPETONE 1013
RB-1 RUBBER BASE JOHNSONITE BROWN - 47 4"
RB-2 RUBBER BASE 4" COLOR MATCH -
EXISTING GREY
SD-1 STATIC DISSIPATIVE TILE AMERICAN BUILT-RITE TAUPE SDT-145 12" X 12"
VCT-1 VINYL COMPOSITION TILE FOR PATCHING ONLY
SCALE: 3" = 1'-0"B02-AF600
1 IN-03.01
SCALE: 3" = 1'-0"B02-AF600
2 IN-04.04
**NOTE: FINISHES NOT IDENTIFIED IN ADJACENT SPACES TO BE FILED VERIFIED. MATCH
FINISH AFFECTED BY CONSTRUCTION OR DEMOLITION ACTIVITY. IF EXACT FINISH IS
UNAVAILABLE IN MARKET, COORDINATE ACCEPTABLE FINISH WITH OWNER/ARCHITECT.
Revisions: Date:
NOT F
OR
UP
DN
UP
TR
109A
B03-AE400
N
ENGINEERING
EQUIPMENT STORAGE
ENGINEERING
EQUIPMENT STORAGE
103B
ENGINEERING BREAK
ROOM
ENGINEERING PIP
FITTING RM.
ENGINEERING
ELECTRICAL
EMS TOILET
ENGINEERING LOCKER
ENGINEERING PIPE
STORAGE
ENGINEERING PIPE
WORK AREA
103A
ENGINEERING OFFICE
106 ENGINEERING PARTS
ENGINEERING PARTS
ENGINEERING POOL
COMMON SPACE
CORRIDOR
RCC101R
ENGINEERING
MECHANICAL
ENGINEERING
STORAGE/WELDING
SHP
TR
109A
B03-AE400
ENGINEERING
EQUIPMENT STORAGE
ENGINEERING
EQUIPMENT STORAGE
103B
ENGINEERING BREAK
ROOM
ENGINEERING PIP
FITTING RM.
ENGINEERING
ELECTRICAL
EMS TOILET
ENGINEERING LOCKER
ENGINEERING PIPE
STORAGE
ENGINEERING PIPE
WORK AREA
103A
ENGINEERING OFFICE
106 ENGINEERING PARTS
ENGINEERING PARTS
ENGINEERING POOL
COMMON SPACE
CORRIDOR
RCC101R
ENGINEERING
MECHANICAL
B03-AE400
ENGINEERING
EQUIPMENT STORAGE
ENGINEERING
EQUIPMENT STORAGE
103B
ENGINEERING
STORAGE/WELDING
SHP
ENGINEERING BREAK
ROOM
ENGINEERING PIP
FITTING RM.
ENGINEERING
ELECTRICAL
EMS TOILET
ENGINEERING LOCKER
ENGINEERING PIPE
STORAGE
ENGINEERING PIPE
WORK AREA
103A
ENGINEERING OFFICE
106 ENGINEERING PARTS
ENGINEERING PARTS
ENGINEERING POOL
COMMON SPACE
CORRIDOR
RCC101R
ENGINEERING
MECHANICAL
C 10' - 6"
C 10' - 6"
B03-AE400
ENGINEERING
EQUIPMENT STORAGE
ENGINEERING
EQUIPMENT STORAGE
103B
ENGINEERING BREAK
ROOM
ENGINEERING PIP
FITTING RM.
ENGINEERING
ELECTRICAL
EMS TOILET
ENGINEERING LOCKER
ENGINEERING PIPE
STORAGE
ENGINEERING PIPE
WORK AREA
103A
ENGINEERING OFFICE
106 ENGINEERING PARTS
ENGINEERING PARTS
ENGINEERING POOL
COMMON SPACE
CORRIDOR
RCC101R
ENGINEERING
MECHANICAL
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
:1
:2
A
M
B03-AE101
FIRST LEVEL FLOOR PLAN -
OVERALL
ELECTRONIC HEALTH RECORD
MODERNIZATION (EHRM)
INFRASTRUCTURE UPGRADES
5000 5TH AVE, HINES, IL 60141
578-21-701
05/31/2023 JG LNS
SCALE: 1/8" = 1'-0"B03-AE101
1 FIRST LEVEL FLOOR PLAN - OVERALL
N
NOT TO SCALE
KEY PLAN0' 8' 16'4'
SCALE: 1/8" = 1'-0"B03-AE101
2 FIRST LEVEL CEILING PLAN - OVERALL
SCALE: 1/8" = 1'-0"B03-AE101
3 FIRST LEVEL DEMO PLAN - OVERALL
SCALE: 1/8" = 1'-0"B03-AE101
4 FIRST LEVEL CEILING DEMO PLAN - OVERALL
**NOTE: REFERENCE ENLARGED PLANS FOR ADDITIONAL
INFORMATION
Revisions: Date:
NOT F
OR
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.
10' - 5"
/2
TR
109A
109A
SD-1
RB-1
P-1
S3C.GW
IN-03.01
1' - 4"
FEC
TR
109A
E 10' - 6"
C 10' - 6"
/4
10' - 5"
3' - 4" 5' - 11"
10' - 5"
/4
1/ 2"
/4
1/ 2"
10' - 5"
C 10' - 6"
C 10' - 6"
C 8' - 5 1/2"
ENGINEERING
EQUIPMENT STORAGE
103B
ENGINEERING BREAK
ROOM
COMMON SPACE
CORRIDOR
RCC101R
ENGINEERING
STORAGE/WELDING
SHP
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
ENGINEERING
EQUIPMENT STORAGE
103B
ENGINEERING BREAK
ROOM
COMMON SPACE
CORRIDOR
RCC101R
ENGINEERING
STORAGE/WELDING
SHP
ENGINEERING
EQUIPMENT STORAGE
103B
ENGINEERING BREAK
ROOM
COMMON SPACE
CORRIDOR
RCC101R
ENGINEERING
STORAGE/WELDING
SHP
ENGINEERING
EQUIPMENT STORAGE
103B
ENGINEERING BREAK
ROOM
COMMON SPACE
CORRIDOR
RCC101R
ENGINEERING
STORAGE/WELDING
SHP
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. 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.
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
:1
:2
A
M
B03-AE400
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"B03-AE400
1 FIRST LEVEL - ENLARGED FLOOR PLAN
SCALE: 1/4" = 1'-0"B03-AE400
2 FIRST LEVEL - ENLARGED CEILING PLAN
SCALE: 1/4" = 1'-0"B03-AE400
3 FIRST LEVEL - ENLARGED DEMO PLAN
SCALE: 1/4" = 1'-0"B03-AE400
4 FIRST LEVEL - ENLARGED CEILING DEMO PLAN
0' 4' 8' 12'2'
Revisions: Date:
NOT F
OR
VENDOR, AND ANY OTHER TRADES THAT ARE INVOLVED. REQUIRED POWER
SUPPLIES AND AUXILIARY COMPONENTS THAT IS REQUIRED TO MAKE A
HARDWARE SET WORK BETWEEN ACCESS CONTROL AND HARDWARE SHALL
BE PROVIDED.
B. ALL HOLLOW METAL DOORS AND FRAMES SHALL BE FACTORY PRIMED AND
RECEIVE PAINT FINISH ON SITE. REFER TO FINISH SCHEDULE FOR HOLLOW
METAL PAINT COLOR.
C. PROVIDE SEALANT AROUND PERIMETER OF DOOR/ WINDOW FRAME
ADJACENT TO WALL AND FLOOR CONSTRUCTION, BOTH SIDES.
D. LOCATE HINGE SIDE OF DOOR 6" OFF OF ADJACENT WALL UNLESS
OTHERWISE INDICATED ON FLOOR PLANS/ ENLARGED PLANS.
E. MAINTAIN ADA CLEARANCE AROUND DOORS AND REFER ANY
DISCREPANCIES DUE TO COR AND ARCHITECT FOR CLARIFICATION.
F. RATED FRAMES, DOORS AND GLAZING SHALL BE UL LABELED IN A VISIBLE
LOCATION.
G. REFER TO DOOR/ WINDOW AND FRAME LEGEND FOR REFERENCE TO
TYPICAL HEAD, JAMB AND SILL DETAILS.
H. ALL HOLLOW METAL JAMBS TO BE PREPARED FOR ACCESS CONTROL AND
SECURITY HARDWARE. REFER TO ENGINEERING DRAWINGS FOR
ADDITIONAL INFORMATION.
I. REFER TO SPECIFICATIONS AND ENGINEERING DRAWINGS FOR ADDITIONAL
HARDWARE INFORMATION.
J. COORDINATE POWER AND DATA REQUIREMENTS AT DESIGNATED DOOR
OPENINGS WITH ENGINEERING DRAWINGS.
DOOR AND FRAME GENERAL NOTES
AS SCHEDULED 2" TYP4"
A
S S
C H
E D
U
LE
D A
S S
C H
E D
U
LE
D
AS SCHEDULED
B03-AE540
TYP
B03-AE540
TYP
DOOR AND FRAME TYPE LEGEND
S2
FL
DOOR TYPE ABBREVIATIONS
FL FLUSH
DOOR MATERIAL ABBREVIATIONS
AL ALUMINUM
HM HOLLOW METAL
WD WOOD
FRAME TYPE ABBREVIATIONS
S1 SINGLE / 2" HEAD
S2 SINGLE / 4" HEAD
FRAME MATERIAL ABBREVIATIONS
AL ALUMINUM
HM HOLLOW METAL
WD WOOD
REINF. BOND BEAM
HOLLOW METAL FRAME,
GROUT SOLID,
RE: DOOR SCHEDULE
WALL TYPE,
RE: PLANS
SEALANT, BOTH SIDES
BULLNOSE EDGE
HOLLOW METAL FRAME,
GROUT SOLID,
RE: DOOR SCHEDULE
WALL TYPE,
RE: PLANS
SEALANT, BOTH SIDES
JAMB ANCHOR
BULLNOSE EDGE
S3C.G 3 5/8" METAL STUD TO DECK, INSULATED
5/8" TYPE X GYP BD, BOTH SIDES
3 5/8" STEEL STUDS @ 16" O.C.
BEAD OF CONT. SEALANT, BOTH SIDES
SOUND ATTENUATION BATT.
3 5/8" STEEL STUD TRACK
WALL TYPES LEGEND AND GENERAL NOTES
REFER TO PLANS FOR RATED WALL LOCATIONS.
PROVIDE 5/8" TYPE "X" GYPSUM WALLBOARD FOR ALL OTHER WALL
CONSTRUCTION, UNLESS OTHERWISE NOTED.
PROVIDE 5/8" TYPE "X" GYPSUM WALLBOARD IN BULKHEAD CONSTRUCTION.
GW 3/4" PLYWOOD TO DECK, ONE SIDE EXISTING WALL
5/8" TYPE X GYP BOARD
EXISTING WALL STRIPPED TO
STRUCTURE
3/4" FIRE RATED PLYWOOD - SEE TYPICAL
TR ROOM ELEVATIONS
CEILING
S3C.GW 3 5/8" METAL STUD, 3/4" PLYWOOD TO DECK, INSULATED
5/8" TYPE X GYP BD, BOTH SIDES
3 5/8" STEEL STUDS @ 16" O.C.
BEAD OF CONT. SEALANT
SOUND ATTENUATION BATT. WITH CLIP
TO HOLD BATT IN PLACE
3 5/8" STEEL STUD TRACK
CEILING
2" DEEP LEG 3 5/8" STEEL SLIP TRACK
STEEL STUD WALL BRACING @ 4'-0" O.C.
MAX
STRUCTURE
ABOVE
2" DEEP LEG 3 5/8" STEEL SLIP TRACK
STEEL STUD WALL BRACING @ 4'-0" O.C.
MAX
STRUCTURE
ABOVE
F3D.G 3 5/8" METAL STUD TO DECK, INSULATED
5/8" TYPE X GYP BD
3 5/8" STEEL STUDS @ 16" O.C.
BEAD OF CONT. SEALANT, BOTH SIDES
SOUND ATTENUATION BATT.
3 5/8" STEEL STUD TRACK
CEILING
2" DEEP LEG 3 5/8" STEEL SLIP TRACK
STEEL STUD WALL BRACING @ 4'-0" O.C.
MAX
STRUCTURE
ABOVE
UL415 3 5/8" METAL STUD TO DECK, INSULATED
1/2" TYPE X GYP BD
2 1/2" STEEL STUDS @ 16" O.C.
BEAD OF CONT. SEALANT, BOTH SIDES
SOUND ATTENUATION BATT.
2 1/2" STEEL STUD TRACK
CEILING
2" DEEP LEG 2 1/2" STEEL SLIP TRACK
STEEL STUD WALL BRACING @ 4'-0" O.C.
MAX
STRUCTURE
ABOVE
3/4" FIRE RATED PLYWOOD - SEE TYPICAL
TR ROOM ELEVATIONS
3/4" FIRE RATED PLYWOOD - SEE TYPICAL
TR ROOM ELEVATIONS
U415 1" GYP PANEL ONE SIDE, INSULATED
AT EXISTING CONDITION, USE EXISTING WALL STRUCTURE
1" GYPSUM PANEL
C-H GENERIC STUD @ 24" O.C.
BEAD OF CONT. SEALANT, BOTH SIDES
SOUND ATTENUATION BATT.
CEILING
STEEL STUD WALL BRACING @ 4'-0" O.C.
MAX
STRUCTURE
ABOVE
4' - 0" TYP.
O V
E R
A
LL
P A
R T
IT
IO
N H
E
IG
H T
V A
R
IE
S
1'
8'
MOUNT BOTTOM OF
PLYWOOD 1'-0" AFF
CUT DOWN HEIGHT OF
PLYWOOD WHERE FLOOR TO
FLOOR HEIGHT CANNOT
ACCOMODATE A FULL 8'-0"
SHEET OF PLYWOOD. CUT
PANEL WIDTHS AS NEC TO FIT
ROOM
4'-0" x 8'-0" x 3/4" AC GRADE FIRE
RATED PLYWOOD. 2 COATS OF
FIRE RESISTANT PAINT ALL
SIDES AND TOP COAT OF PAINT.
SEE FINISH SCHEDULE.
WALL BASE AS SCHED
DOOR SEE PLANS FOR
LOCATION
MIN INSIDE
DIMENSIONS 27" HIGH x
12" WIDE x 8" DEEP
EXISTING WALL CONSTRUCTION,
WHERE SHOWN IN THE
ENLARDED FLOOR PLANS
FIRE RESISTANT MATERIAL IN DOUBLE
WALL CABINET CONSTRUCTION
CONTINUE ACOUSTIC INSULATION
AROUND CABINET, 3" MIN
THICKNESS OR AS SPACE WITHIN
STUD CAVITY ALLOWS
REFER TO ENLARGED FLOOR PLANS
FOR ACTUAL FRAMING/PARTITION
TYPES AROUND CABINET
S E
E F
LO
O
R P
LA
N
S
1/
4" M
IN
4"
6" METAL STUD
MOUNTING SCREWS
DOOR
ROLLED EDGE TRIM
4'
M A
X
HANDLE
FULL GLASS
CABINET FINAL MOUNTING HEIGHT WILL NEED TO BE
COORDINATED WITH ACTUAL CABINET HANDLE MOUNTING
HEIGHT SLECTED DURING THE SHOP DRAWING PROCESS
9" MIN WPM FIELD MEMBRANE
DETAIL STRIP
4" MIN WPM
D E
T A
IL
S
T R
IP
4" M
IN
W
P M
M E
T A
L B
A C
K E
R A
N D
S H
E E
T W
A T
E R
P R
O O
F
IN
G F
IE
LD
M E
M B
R A
N E
3'
M
IN
TELECOM ROOM (TR)WET ROOM OR PIPING SIDE
EXISTING OR NEW PARTITION - CONTRUCTION
TYPE VARIES. SEE FLOOR PLAN FOR
PARTITION TYPES
FIRE RATED PLYWOOD - SEE TYPICAL TR
ROOM ELEVATION THIS SHEET
14 GA GALV SHEET METAL BACKER FOR
SELF-ADHERING SHEET WPM
OVER METAL BACKER, APPLY SHEET WPM
MANUFACTURER'S RECOMMENDED PRIMER
5/8" WATER RESISTANT GYP BACKING BD,
TYPE X
AT EXISTING PARTITIONS, REMOVE
EXISTING SHEATHING IN IT'S ENTIRETY FOR
PARTITIONS INDICATED IN THE FLOOR
PLANS, INCLUDE ALL PARTITIONS OF
INDICATED CHASES LOCATED WITHIN THE
ROOM, TO REQUIRE WATERPROOFING
TREATMENT IN ACCORDANCE WITH THIS
DETAIL AND INSTALL NEW 5/8" WATER
RESISTANT GYP BD
WALL BASE AS SCHEDULED
SELF-ADHERING SHEET WATERPROOFING
MEMBRANE (WPM) FIELD MEMBRANE
OVER CONTINUOUS DETAIL STIRP AT
FLOOR-TO-WALL TRANSITION (SHOWN
DASHED)
SEE FINISH SCHEDULE FOR
FLOOR FINISH
CONTINUOUS SEALANT AT
MEMBRANE EDGE AS
RECOMMENDED BY THE WPM
MFR
SEALANT AS REQUIRED BY
WATERPROOFING MEMBRANE MFR
EXISTING FLOOR STRUCTURE
T Y
P
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
:1
:2
A
M
B03-AE540
INTERIOR OPENING DETAILS,
TYPES AND SCHEDULE
ELECTRONIC HEALTH RECORD
MODERNIZATION (EHRM)
INFRASTRUCTURE UPGRADES
5000 5TH AVE, HINES, IL 60141
578-21-701
05/31/2023 JG LNS
SCALE: 3" = 1'-0"B03-AE540
2 DOOR HEAD DETAIL, CMU
SCALE: 3" = 1'-0"B03-AE540
1 DOOR JAMB DETAIL, CMU
DOOR SCHEDULE
DOOR
NUMBER
ROOM DIMENSIONS DOOR FRAME DETAILS FIRE
RATING
GLAZING
TYPE
HARDWARE
SET COMMENTSNUMBER NAME WIDTH HEIGHT THICKNESS TYPE MATERIAL FINISH TYPE MATERIAL FINISH HEAD JAMB SILL
109A 109A TR 3' - 0" 8' - 0" 1 3/4" FL WD STAIN S2 HM PAINT 2/B03-AE540 1/B03-AE540 45 N/A HW-3.2
SCALE: 1/4" = 1'-0"B03-AE540
3 INT ELVATION TYPICAL TR
SCALE: 1 1/2" = 1'-0"B03-AE540
4 SEMI-RECESSED - FIRE RATED REC
SCALE: 1/2" = 1'-0"B03-AE540
5 SEMI-RECESSED - FIRE RATED REC ELEVATION
SCALE: 3" = 1'-0"B03-AE540
6 SECTION DETAIL INTERIOR - LEAK PREVENTION BARRIER
Revisions: Date:
NOT F
OR
TO TOP OF SIGN
3"
9"
9"
6"
BASIS OF DESIGN.
MOUNT AT 5'-0" AFF
TO TOP OF SIGN
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
:1
:2
A
M
B03-AF600
MATERIAL AND ROOM FINISH
SCHEDULE
ELECTRONIC HEALTH RECORD
MODERNIZATION (EHRM)
INFRASTRUCTURE UPGRADES
5000 5TH AVE, HINES, IL 60141
578-21-701
05/31/2023 JG LNS
ROOM FINISH SCHEDULE
ROOM NUMBER ROOM NAME FLOOR BASE WALL CEILING COMMENTS
109 ENGINEERING STORAGE/WELDING SHP C-1 N/A P-2, P-3 AT-1 DOOR FRAME P-2
109A TR SD-1 RB-1 P-1 EXPOSED
RCC101R COMMON SPACE CORRIDOR C-1 RB-1 P-2 AT-1 DOOR FRAME P-2
ROOM SCHEDULE
Level Number Name
Level 1 109 ENGINEERING STORAGE/WELDING SHP
Level 1 109A TR
Level 1 RCC101R COMMON SPACE CORRIDOR
FINISH SCHEDULE
FINISH MARK FINISH MANUFACTURER PATTERN/STYLE COLOR SIZES COMMENTS
AT-1 ACOUSTICAL CEILING TILE 24" X 48"
C-1 CONCRETE
FP-1 PAINT FLAME CONTROL FIRE RETARDANT PAINT
SYSTEM
WHITE 1 UNDERCOAT FLAME
CONTROL 20-20
INTUMESCENT PAINT, 1
TOPCOAT FLAME CONTROL
P-1 PAINT BENJAMIN MOORE REVERE PEWTER-HC 172
P-2 PAINT BENJAMIN MOORE NATURAL LINEN 966
P-3 PAINT BENJAMIN MOORE HC-48
RB-1 RUBBER BASE JOHNSONITE BROWN 47 4"
SD-1 STATIC DISSIPATIVE TILE AMERICAN BUILT-RITE TAUPE SDT-145 12" X 12"
SCALE: 3" = 1'-0"B03-AF600
1 IN-03.01
SCALE: 3" = 1'-0"B03-AF600
2 IN-04.04
**NOTE: FINISHES NOT IDENTIFIED IN ADJACENT SPACES TO BE FILED VERIFIED. MATCH
FINISH AFFECTED BY CONSTRUCTION OR DEMOLITION ACTIVITY. IF EXACT FINISH IS
UNAVAILABLE IN MARKET, COORDINATE ACCEPTABLE FINISH WITH OWNER/ARCHITECT.
Revisions: Date:
NOT F
OR
TR
B04-AE400
N
WAITING AREA
PROGRAM ASSIST.
MAIN COPY ROOM
FIRE PROT. CLOSET
EEP PA
CORRIDOR
CONFERENCE ROOM
OFFICE
OFFICE
OFFICE
OFFICE
OFFICE
OFFICE
OFFICE
OFFICE
OFFICE
BREAK ROOM
OFFICE
OFFICE
OFFICE
OFFICE
OFFICE
TR
B04-AE400
WAITING AREA
PROGRAM ASSIST.
MAIN COPY ROOM
FIRE PROT. CLOSET
EEP PA
CORRIDOR
CONFERENCE ROOM
OFFICE
OFFICE
OFFICE
OFFICE
OFFICE
OFFICE
OFFICE
OFFICE
OFFICE
BREAK ROOM
OFFICE
OFFICE
OFFICE
OFFICE
OFFICE
B04-AE400
B04-AE400
WAITING AREA
PROGRAM ASSIST.
MAIN COPY ROOM
FIRE PROT. CLOSET
EEP PA
CORRIDOR
CONFERENCE ROOM
OFFICE
OFFICE
OFFICE
OFFICE
OFFICE
OFFICE
OFFICE
OFFICE
OFFICE
BREAK ROOM
OFFICE
OFFICE
OFFICE
OFFICE
OFFICE
COMM. CLOSET
WAITING AREA
PROGRAM ASSIST.
MAIN COPY ROOM
FIRE PROT. CLOSET
EEP PA
CORRIDOR
CONFERENCE ROOM
OFFICE
OFFICE
OFFICE
OFFICE
OFFICE
OFFICE
OFFICE
OFFICE
OFFICE
BREAK ROOM
OFFICE
OFFICE
OFFICE
OFFICE
OFFICE
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
:1
:1
A
M
B04-AE101
FIRST LEVEL FLOOR PLAN -
OVERALL
ELECTRONIC HEALTH RECORD
MODERNIZATION (EHRM)
INFRASTRUCTURE UPGRADES
5000 5TH AVE, HINES, IL 60141
578-21-701
05/31/2023 JG LNS
SCALE: 3/32" = 1'-0"B04-AE101
1 FIRST LEVEL FLOOR PLAN - OVERALL
NOT TO SCALE
KEY PLAN
N
SCALE: 3/32" = 1'-0"B04-AE101
2 FIRST LEVEL CEILING PLAN- OVERALL
SCALE: 3/32" = 1'-0"B04-AE101
3 FIRST LEVEL DEMO PLAN - OVERALL
SCALE: 3/32" = 1'-0"B04-AE101
4 FIRST LEVEL DEMO CEILING PLAN - OVERALL
**NOTE: REFERENCE ENLARGED PLANS FOR ADDITIONAL
INFORMATION
0' 4'…
This is the start of the file's text. The full file is on GovTribe.
File details come from the government source that posted it. Updated .