Drawing Vol 1-5-6 Architectural 614-700-AE-20231011.pdf
PDF 25 MB Posted
- Attached to
- Y1DA--614-22-700 EHRM Infrastructure Upgrades Construction Memphis TN Federal contract opportunity
- Solicitation number
- 36C77624B0013_1
About this file
This document appears to be a set of architectural drawings related to a federal contract opportunity for EHRM Infrastructure Upgrades Construction at the Memphis, TN VA Medical Center.
The solicitation number is 36C77624B0013_1 and the opportunity name is "Y1DA--614-22-700 EHRM Infrastructure Upgrades Construction Memphis TN". The solicitation is being issued by the Department of Veterans Affairs Technology Acquisition Center in Austin. The scope of work involves EHRM (Electronic Health Record Modernization) infrastructure upgrades at the Memphis, TN VAMC. No additional details about the specific products, services, or objectives are provided in this drawing set. This appears to be a technical document rather than a performance work statement or solicitation.
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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. EXISTING DOOR, FRAME, AND HARDWARE TO BE REMOVED.
2. EXISTING PORTION OF WALL TO BE REMOVED IN ITS ENTIRETY.
3. REMOVE EXISTING DOOR, FRAME, HARDWARE, AND PORTION OF EXISTING
WALL TO ACCOMMODATE NEW WORK.
4. REMOVE EXISTING WINDOW AND FRAME IN ITS ENTIRETY, AND PREPARE
FOR RELOCATION.
5. EXISTING WINDOW AND FRAME TO BE REMOVED.
6. RELOCATE EXISTING EQUIPMENT, COORDINATE WITH FACILITY TO FINAL
LOCATION.
7. INDICATED 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 FIXTURE AND CAP UTILITIES ON FLOOR
BELOW. SEE PLUMBING DEMO SHEETS.
17. EXISTING EXTERIOR WINDOW CAGE TO BE REMOVED.
18. REMOVE EXISTING CEILING IN ITS ENTIRETY.
19. REMOVE PORTION OF EXISTING WALL FOR FIRE EXTINGUISHER CABINET.
SEE SHEET AE540 FOR CABINET DETAIL.
20. EXISTING PORTION OF STOREFRONT TO BE REMOVED IN ITS ENTIRETY.
21. REMOVE PORTION OF EXISTING FLOOR IN ITS ENTIRETY AND PREPARE
AREA FOR NEW VINYL TILE.
B1A-H.2
B1A-H
B1A-G.9
B1A-H.3
B1A-3
TR
F101
3'
/2
9' - 5"
SD-1
RB-1
P-1
F101
FEC
B1A-H.2
B1A-H
B1A-G.9
B1A-H.3
B1A-3
TR
F101
D 13' - 0"
A 9' - 0"
A 9' - 0"
9' - 5"
B1A-H.2
B1A-H
B1A-G.9
B1A-H.3
B1A-3
9' - 5"
19 10
1/
2"
B1A-H.2
B1A-H
B1A-G.9
B1A-H.3
B1A-3
9' - 5"
A 9' - 0"
A 9' - 0"
A 9' - 0"
MECHANICAL
VACANT SHELL SPACE
MECHANICAL
VACANT SHELL SPACE
I.T.
MECHANICAL
VACANT SHELL SPACE
I.T.
MECHANICAL
VACANT SHELL SPACE
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 WALLS WHERE NEW WALLS 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 MANUFACTURER'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. WHERE NO DIMENSION IS INDICATED, FINISH DOORS 6" FROM EDGE OF
STUD FRAMING AT CORNERS UNLESS OTHERWISE NOTED.
P. ALL NEW PARTITIONS ARE WALL TYPE S3C.GW UNLESS NOTED OTHERWISE.
REFER TO WALL TYPE GENERAL NOTES FOR WALL BOARD MATERIAL.
Q. NON-RATED WALL CONSTRUCTION THAT FORMS CHASE AREAS DOES NOT
REQUIRE GYPSUM BOARD INSTALLATION ON INTERIOR OF CHASE WALL.
R. REFER TO ENLARGED FLOOR PLANS FOR ADDITIONAL DIMENSIONS FOR
TOILET AND BATH ROOMS.
S. DIMENSIONS INDICATED AS 'VIF' MAY INCREASE OR DECREASE TO MATCH
FIELD CONDITIONS. ALL OTHER DIMENSIONS WITHIN THE DIMENSION
STRING MUST BE MAINTAINED.
T. 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.
U. AREAS AFFECTED BY DEMOLITION OR NEW WORK OF THIS PROJECT TO BE
REPAIRED TO AN "AS-NEW" CONDITION.
V. PATCH WALL AREAS ABOVE AND AROUND NEW DOORS TO MATCH
EXISTING. SEE FINISH SHEETS FOR ADDITIONAL INFORMATION.
W. PATCH WALL AREA AROUND NEW FEC LOCATION. SEE FINISH SHEETS.
X. ICRA LOCATIONS SHOWN ON AE100 SERIES SHEETS. SEE SHEET AE 001 FOR
ICRA DETAILS. FINAL LOCATION OF PARTITIONS TO BE DETERMINED BY THE
CONTRACTOR.
ARCHITECTURAL GENERAL NOTES
ARCHITECTURAL PLAN NOTES
1. WALL INFILL WITH METAL STUD AT 16" O.C. AND 5/8" THK. GYPSUM BOARD-
PRIME AND PAINT
2. NEW PARTITION. PRIME AND PAINT
3. NEW DOOR, FRAME, AND HARDWARE
4. INFILL EXISTING WINDOW. SEE DETAIL 5/AE540
5. PAINT INTERIOR OF ROOM FROM CORNER TO CORNER, FLOOR TO CEILING
6. INSTALL NEW FLOORING
7. INSTALL NEW RUBBER BASE
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 REF. REFERENCE STRUCTURAL.
10. MATCH EXISTING FINISHES; WALLS, FLOORS, BASE, CEILINGS, HAND AND
GUARDRAILS. REFER TO SHEET AI201 FINISH SCHEDULE.
11. INSTALL WALL TYPE GW (PAINT).
12. LEAK PREVENTION BARRIER. COORDINATE WITH PLUMBING AND SEE SHEET
AE540.
B1A-D
B1A-C.9
B1A-D.2
B1A-7.9 B1A-8 B1A-9
10' - 0"
TR
DB1107A
/2
SD-1
RB-1
P-1
DB1107ADB1112
S3C.GW S3C.GW
10 10
8' - 1 5/8" 17' - 3 7/8"
FEC
5' - 2 5/8" 2' - 10 1/8"
B1A-D
B1A-C.9
B1A-D.2
B1A-7.9 B1A-8 B1A-9
/2
8' - 1 3/4" 1' - 2 3/4"
10"
5' - 2" 4' - 8 1/2" 5' - 6 1/2" 2' - 9 1/2"
B1A-D
B1A-C.9
B1A-D.2
B1A-7.9 B1A-8 B1A-9
A 9' - 0"
D 13' - 0"
A 9' - 0"
A 9' - 0"
A 8' - 0"
TR
DB1107A
10' - 0"
/2
B1A-D
B1A-C.9
B1A-D.2
B1A-7.9 B1A-8 B1A-9
5' - 2" 4' - 8 1/2"
/2
5' - 6 1/2" 2' - 9 1/2"
7A 9' - 0"
A 9' - 0" A 9' - 0"
A 9' - 0" A 8' - 0"
A 9' - 0"
BREAK RM
DB1112
CLEAN LINEN
DB1107
CORRIDOR
CB1-10
CORRIDOR
CB1-12
CORRIDOR
CB1-14
CORRIDOR
CB1-15
BREAK RM
DB1112
CLEAN LINEN
DB1107
CORRIDOR
CB1-10
CORRIDOR
CB1-12
CORRIDOR
CB1-14
CORRIDOR
CB1-15
BREAK RM
DB1112
CLEAN LINEN
DB1107
CORRIDOR
CB1-10
CORRIDOR
CB1-12
CORRIDOR
CB1-14
CORRIDOR
CB1-15
BREAK RM
DB1112
CLEAN LINEN
DB1107
CORRIDOR
CB1-10
CORRIDOR
CB1-12
CORRIDOR
CB1-14
CORRIDOR
CB1-15
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. CEILING AFFECTED BY CONSTRUCTION ARE TO BE REPAIRED AT THE
TERMINATION POINT AND RETURNED TO "AS NEW" CONDITION.
REFLECTED CEILING GENERAL NOTES
A
REFLECTED CEILING TYPE LEGEND
TYPE GRAPHIC DESCRIPTION
B
C
D
2x2 ACOUSTICAL CEILING TILE (AT-2)
2x4 ACOUSTICAL CEILING TILE (AT-3)
GYPSUM BOARD CEILING. CEILING PAINT.
NO CEILING / EXISTING
CEILING TO REMAIN
E 2x2 NON-FRAGMENTABLE
ALUMINUM CEILING TILE
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
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 :
35% SCHEMATIC DESIGN 10/31/2022
65% DESIGN DEVELOPMENT 05/03/2023
95% CONSTRUCTION DOCUMENTS 08/16/2023
100% FINAL BID DOCUMENTS 09/27/2023
100% FINAL STAMPED BID DOCUMENTS 10/11/2023
B
IM
/2
.3
V
A M e m p h is E
H R
M I n fr a s tr u c tu re /6
-7
.A
R C
H .2
.r v t
/1 /2
:4
:3
A M
AE406
ENLARGED PLANS VA MEMPHIS INFRASTRUCTURE
UPGRADE
MEMPHIS, TN
614-22-700
VARIES
10/11/2023 LNS KJW
100% FINAL STAMPED
BID DOCUMENTS
FULLY SPRINKLERED
SCALE: 1/4" = 1'-0"AE406
5 B01A - FIRST LEVEL - SECTION F - ENLARGED PLAN
SCALE: 1/4" = 1'-0"AE406
6 B01A - FIRST LEVEL - SECTION F - ENLARGED CEILING PLAN
SCALE: 1/4" = 1'-0"AE406
7 B01A - FIRST LEVEL - SECTION F - ENLARGED DEMO PLAN
SCALE: 1/4" = 1'-0"AE406
8 B01A - FIRST LEVEL - SECTION F - ENLARGED DEMO CEILING PLAN
SCALE: 1/4" = 1'-0"AE406
1 B01A - GROUND LEVEL - SECTION D - ENLARGED PLAN
SCALE: 1/4" = 1'-0"AE406
3 B01A - GROUND LEVEL - SECTION D - ENLARGED DEMO PLAN
SCALE: 1/4" = 1'-0"AE406
2 B01A - GROUND LEVEL - SECTION D - ENLARGED CEILING PLAN
SCALE: 1/4" = 1'-0"AE406
4 B01A - GROUND LEVEL - SECTION D - ENLARGED DEMO CEIING PLAN
0' 4' 8' 12'2'
N
Revisions: Date:
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. EXISTING DOOR, FRAME, AND HARDWARE TO BE REMOVED.
2. EXISTING PORTION OF WALL TO BE REMOVED IN ITS ENTIRETY.
3. REMOVE EXISTING DOOR, FRAME, HARDWARE, AND PORTION OF EXISTING
WALL TO ACCOMMODATE NEW WORK.
4. REMOVE EXISTING WINDOW AND FRAME IN ITS ENTIRETY, AND PREPARE
FOR RELOCATION.
5. EXISTING WINDOW AND FRAME TO BE REMOVED.
6. RELOCATE EXISTING EQUIPMENT, COORDINATE WITH FACILITY TO FINAL
LOCATION.
7. INDICATED 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 FIXTURE AND CAP UTILITIES ON FLOOR
BELOW. SEE PLUMBING DEMO SHEETS.
17. EXISTING EXTERIOR WINDOW CAGE TO BE REMOVED.
18. REMOVE EXISTING CEILING IN ITS ENTIRETY.
19. REMOVE PORTION OF EXISTING WALL FOR FIRE EXTINGUISHER CABINET.
SEE SHEET AE540 FOR CABINET DETAIL.
20. EXISTING PORTION OF STOREFRONT TO BE REMOVED IN ITS ENTIRETY.
21. REMOVE PORTION OF EXISTING FLOOR IN ITS ENTIRETY AND PREPARE
AREA FOR NEW VINYL TILE.
B1A-G3
B1A-G2
B1A-G
B1A-6 B1A-7
/4
10' - 9"
TR
F201
SD-1
RB-1
P-1
3 F201 FEC
S3C.GW
I3C.GWI3C.GW
I3C.GW
AE501
2' - 1 1/2"
B1A-G3
B1A-G2
B1A-G
B1A-6 B1A-7
D 13' - 0"
A 9' - 0"
TR
F201
AE501
/4
10' - 9"
B1A-G3
B1A-G2
B1A-G
B1A-6 B1A-7
10' - 0"
B1A-G3
B1A-G2
B1A-G
B1A-6 B1A-7
A 9' - 0"
B1A-G3
B1A-G2
B1A-G
B1A-6 B1A-7
SD-1
RB-1
P-1
3 F301
/4
10' - 9"
TR
F301
FEC
S3C.GW
I3C.GW
I3C.GW
I3C.GW
AE501
2' - 1 1/2"
B1A-G3
B1A-G2
B1A-G
B1A-6 B1A-7
TR
F301
D 13' - 0"
A 9' - 0"
AE501
/4
10' - 9"
B1A-G3
B1A-G2
B1A-G
B1A-6 B1A-7
10' - 0"
B1A-G3
B1A-G2
B1A-G
B1A-6 B1A-7
A 9' - 0"
CORRIDOR
C2-2
CORRIDOR
C2-2
CORRIDOR
C2-2
CORRIDOR
C2-2
CORRIDOR
C3-28
CORRIDOR
C3-28
CORRIDOR
C3-28
CORRIDOR
C3-28
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 WALLS WHERE NEW WALLS 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 MANUFACTURER'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. WHERE NO DIMENSION IS INDICATED, FINISH DOORS 6" FROM EDGE OF
STUD FRAMING AT CORNERS UNLESS OTHERWISE NOTED.
P. ALL NEW PARTITIONS ARE WALL TYPE S3C.GW UNLESS NOTED OTHERWISE.
REFER TO WALL TYPE GENERAL NOTES FOR WALL BOARD MATERIAL.
Q. NON-RATED WALL CONSTRUCTION THAT FORMS CHASE AREAS DOES NOT
REQUIRE GYPSUM BOARD INSTALLATION ON INTERIOR OF CHASE WALL.
R. REFER TO ENLARGED FLOOR PLANS FOR ADDITIONAL DIMENSIONS FOR
TOILET AND BATH ROOMS.
S. DIMENSIONS INDICATED AS 'VIF' MAY INCREASE OR DECREASE TO MATCH
FIELD CONDITIONS. ALL OTHER DIMENSIONS WITHIN THE DIMENSION
STRING MUST BE MAINTAINED.
T. 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.
U. AREAS AFFECTED BY DEMOLITION OR NEW WORK OF THIS PROJECT TO BE
REPAIRED TO AN "AS-NEW" CONDITION.
V. PATCH WALL AREAS ABOVE AND AROUND NEW DOORS TO MATCH
EXISTING. SEE FINISH SHEETS FOR ADDITIONAL INFORMATION.
W. PATCH WALL AREA AROUND NEW FEC LOCATION. SEE FINISH SHEETS.
X. ICRA LOCATIONS SHOWN ON AE100 SERIES SHEETS. SEE SHEET AE 001 FOR
ICRA DETAILS. FINAL LOCATION OF PARTITIONS TO BE DETERMINED BY THE
CONTRACTOR.
ARCHITECTURAL GENERAL NOTES
ARCHITECTURAL PLAN NOTES
1. WALL INFILL WITH METAL STUD AT 16" O.C. AND 5/8" THK. GYPSUM BOARD-
PRIME AND PAINT
2. NEW PARTITION. PRIME AND PAINT
3. NEW DOOR, FRAME, AND HARDWARE
4. INFILL EXISTING WINDOW. SEE DETAIL 5/AE540
5. PAINT INTERIOR OF ROOM FROM CORNER TO CORNER, FLOOR TO CEILING
6. INSTALL NEW FLOORING
7. INSTALL NEW RUBBER BASE
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 REF. REFERENCE STRUCTURAL.
10. MATCH EXISTING FINISHES; WALLS, FLOORS, BASE, CEILINGS, HAND AND
GUARDRAILS. REFER TO SHEET AI201 FINISH SCHEDULE.
11. INSTALL WALL TYPE GW (PAINT).
12. LEAK PREVENTION BARRIER. COORDINATE WITH PLUMBING AND SEE SHEET
AE540.
B1A-G3
B1A-9.5
10' - 0"
TR
G107
SD-1
RB-1
P-1
G107
B1A-G3
B1A-9.5
TR
G107
A 8' - 0"
10' - 0"
D 13' - 0"
B1A-G3
B1A-9.5
10' - 0"
"3
6" 3'
6'
/2
B1A-G3
B1A-9.5
10' - 0"
A 9' - 0"
A 8' - 0"
STOR
G101
IMAGE
G110
CORRIDOR
C1-8
STOR
G101
IMAGE
G110
CORRIDOR
C1-8
COMM
G107
STOR
G101
LOUNGE
G103 IMAGE
G110
COMM
G107
CORRIDOR
C1-8
STOR
G101
LOUNGE
G103
IMAGE
G110
COMM
G107
CORRIDOR
C1-8
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. CEILING AFFECTED BY CONSTRUCTION ARE TO BE REPAIRED AT THE
TERMINATION POINT AND RETURNED TO "AS NEW" CONDITION.
REFLECTED CEILING GENERAL NOTES
A
REFLECTED CEILING TYPE LEGEND
TYPE GRAPHIC DESCRIPTION
B
C
D
2x2 ACOUSTICAL CEILING TILE (AT-2)
2x4 ACOUSTICAL CEILING TILE (AT-3)
GYPSUM BOARD CEILING. CEILING PAINT.
NO CEILING / EXISTING
CEILING TO REMAIN
E 2x2 NON-FRAGMENTABLE
ALUMINUM CEILING TILE
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
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 :
35% SCHEMATIC DESIGN 10/31/2022
65% DESIGN DEVELOPMENT 05/03/2023
95% CONSTRUCTION DOCUMENTS 08/16/2023
100% FINAL BID DOCUMENTS 09/27/2023
100% FINAL STAMPED BID DOCUMENTS 10/11/2023
B
IM
/2
.3
V
A M e m p h is E
H R
M I n fr a s tr u c tu re /6
-7
.A
R C
H .2
.r v t
/1 /2
:4
:5
A M
AE407
ENLARGED PLANS VA MEMPHIS INFRASTRUCTURE
UPGRADE
MEMPHIS, TN
614-22-700
VARIES
10/11/2023 LNS KJW
100% FINAL STAMPED
BID DOCUMENTS
FULLY SPRINKLERED
SCALE: 1/4" = 1'-0"AE407
5 B01A - SECOND LEVEL - SECTION F - ENLARGED PLAN
SCALE: 1/4" = 1'-0"AE407
6 B01A - SECOND LEVEL - SECTION F - ENLARGED CEILING PLAN
SCALE: 1/4" = 1'-0"AE407
7 B01A - SECOND LEVEL - SECTION F - ENLARGED DEMO PLAN
SCALE: 1/4" = 1'-0"AE407
8 B01A - SECOND LEVEL - SECTION F - ENLARGED DEMO CEILING PLAN
SCALE: 1/4" = 1'-0"AE407
9 B01A - THIRD LEVEL - SECTION F - ENLARGED PLAN
SCALE: 1/4" = 1'-0"AE407
10 B01A - THIRD LEVEL - SECTION F - ENLARGED CEILING PLAN
SCALE: 1/4" = 1'-0"AE407
11 B01A - THIRD LEVEL - SECTION F - ENLARGED DEMO PLAN
SCALE: 1/4" = 1'-0"AE407
12 B01A - THIRD LEVEL - SECTION F - ENLARGED DEMO CEILING PLAN
SCALE: 1/4" = 1'-0"AE407
1 B01A - FIRST LEVEL - SECTION G - ENLARGED PLAN
SCALE: 1/4" = 1'-0"AE407
2 B01A - FIRST LEVEL - SECTION G - ENLARGED CEILING PLAN
SCALE: 1/4" = 1'-0"AE407
3 B01A - FIRST LEVEL - SECTION G - ENLARGED DEMO PLAN
SCALE: 1/4" = 1'-0"AE407
4 B01A - FIRST LEVEL - SECTION G - ENLARGED DEMO CEILING PLAN
0' 4' 8' 12'2'
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. EXISTING DOOR, FRAME, AND HARDWARE TO BE REMOVED.
2. EXISTING PORTION OF WALL TO BE REMOVED IN ITS ENTIRETY.
3. REMOVE EXISTING DOOR, FRAME, HARDWARE, AND PORTION OF EXISTING
WALL TO ACCOMMODATE NEW WORK.
4. REMOVE EXISTING WINDOW AND FRAME IN ITS ENTIRETY, AND PREPARE
FOR RELOCATION.
5. EXISTING WINDOW AND FRAME TO BE REMOVED.
6. RELOCATE EXISTING EQUIPMENT, COORDINATE WITH FACILITY TO FINAL
LOCATION.
7. INDICATED 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 FIXTURE AND CAP UTILITIES ON FLOOR
BELOW. SEE PLUMBING DEMO SHEETS.
17. EXISTING EXTERIOR WINDOW CAGE TO BE REMOVED.
18. REMOVE EXISTING CEILING IN ITS ENTIRETY.
19. REMOVE PORTION OF EXISTING WALL FOR FIRE EXTINGUISHER CABINET.
SEE SHEET AE540 FOR CABINET DETAIL.
20. EXISTING PORTION OF STOREFRONT TO BE REMOVED IN ITS ENTIRETY.
21. REMOVE PORTION OF EXISTING FLOOR IN ITS ENTIRETY AND PREPARE
AREA FOR NEW VINYL TILE.
B1A-G3
B1A-G2
B1A-G
B1A-6 B1A-7
SD-1
RB-1
P-1
3 F501
TR
F501
/4
10' - 9"
FEC
S3C.GW
I3C.GWI3C.GW
I3C.GW
AE501
2' - 1 1/2"
B1A-G3
B1A-G2
B1A-G
B1A-6 B1A-7
TR
F501
D 13' - 0"
A 7' - 8"
AE501
/4
10' - 9"
B1A-G3
B1A-G2
B1A-G
B1A-6 B1A-7
11' - 11 1/4"
B1A-G3
B1A-G2
B1A-G
B1A-6 B1A-7
A 7' - 8"
OPEN TO BELOW
CORRIDOR
C5-1
OPEN TO BELOW
CORRIDOR
C5-1
OPEN TO BELOW
CORRIDOR
C5-1
OPEN TO BELOW
CORRIDOR
C5-1
B5-21
B5-J
B5-K
B5-L
11' - 2"
TR
5146A
SD-1
RB-1
P-1
5146A
FEC
S3C.GW
B5-21
B5-J
B5-K
B5-L
TR
5146A
D 13' - 0"
B 8' - 0"
B 8' - 0" B 8' - 0"
9'
3'
1' - 2" 11' - 2"
B5-21
B5-J
B5-K
B5-L
11' - 2"
7'
/4
6'
1'
/2
B5-21
B5-J
B5-K
B5-L
11' - 2"
7'
6'
11' - 2"
B 8' - 0"
B 8' - 0"
B 8' - 0"
B 8' - 0"
B 8' - 0"
WORKSMEN COMP
OFFICE
WAITING
CORRIDOR
SHAFT
WORKSMEN COMP
OFFICE
WAITING
CORRIDOR
SHAFT
WHEELCHAIR
5146A
WORKSMEN COMP
OFFICE
WAITING
CORRIDOR
SHAFT
WHEELCHAIR
5146A
WORKSMEN COMP
OFFICE
WAITING
CORRIDOR
SHAFT
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 WALLS WHERE NEW WALLS 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 MANUFACTURER'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. WHERE NO DIMENSION IS INDICATED, FINISH DOORS 6" FROM EDGE OF
STUD FRAMING AT CORNERS UNLESS OTHERWISE NOTED.
P. ALL NEW PARTITIONS ARE WALL TYPE S3C.GW UNLESS NOTED OTHERWISE.
REFER TO WALL TYPE GENERAL NOTES FOR WALL BOARD MATERIAL.
Q. NON-RATED WALL CONSTRUCTION THAT FORMS CHASE AREAS DOES NOT
REQUIRE GYPSUM BOARD INSTALLATION ON INTERIOR OF CHASE WALL.
R. REFER TO ENLARGED FLOOR PLANS FOR ADDITIONAL DIMENSIONS FOR
TOILET AND BATH ROOMS.
S. DIMENSIONS INDICATED AS 'VIF' MAY INCREASE OR DECREASE TO MATCH
FIELD CONDITIONS. ALL OTHER DIMENSIONS WITHIN THE DIMENSION
STRING MUST BE MAINTAINED.
T. 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.
U. AREAS AFFECTED BY DEMOLITION OR NEW WORK OF THIS PROJECT TO BE
REPAIRED TO AN "AS-NEW" CONDITION.
V. PATCH WALL AREAS ABOVE AND AROUND NEW DOORS TO MATCH
EXISTING. SEE FINISH SHEETS FOR ADDITIONAL INFORMATION.
W. PATCH WALL AREA AROUND NEW FEC LOCATION. SEE FINISH SHEETS.
X. ICRA LOCATIONS SHOWN ON AE100 SERIES SHEETS. SEE SHEET AE 001 FOR
ICRA DETAILS. FINAL LOCATION OF PARTITIONS TO BE DETERMINED BY THE
CONTRACTOR.
ARCHITECTURAL GENERAL NOTES
ARCHITECTURAL PLAN NOTES
1. WALL INFILL WITH METAL STUD AT 16" O.C. AND 5/8" THK. GYPSUM BOARD-
PRIME AND PAINT
2. NEW PARTITION. PRIME AND PAINT
3. NEW DOOR, FRAME, AND HARDWARE
4. INFILL EXISTING WINDOW. SEE DETAIL 5/AE540
5. PAINT INTERIOR OF ROOM FROM CORNER TO CORNER, FLOOR TO CEILING
6. INSTALL NEW FLOORING
7. INSTALL NEW RUBBER BASE
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 REF. REFERENCE STRUCTURAL.
10. MATCH EXISTING FINISHES; WALLS, FLOORS, BASE, CEILINGS, HAND AND
GUARDRAILS. REFER TO SHEET AI201 FINISH SCHEDULE.
11. INSTALL WALL TYPE GW (PAINT).
12. LEAK PREVENTION BARRIER. COORDINATE WITH PLUMBING AND SEE SHEET
AE540.
B1A-G3
B1A-G2
B1A-G
B1A-6 B1A-7
SD-1
RB-1
P-1
TR
F401
F401
/4
10' - 9"
FEC
S3C.GW
I3C.GW
I3C.GWI3C.GW
AE501
2' - 1 1/2"
B1A-G3
B1A-G2
B1A-G
B1A-6 B1A-7
TR
F401
D 13' - 0"
A 9' - 0"
AE501
/4
10' - 9"
B1A-G3
B1A-G2
B1A-G
B1A-6 B1A-7
11' - 11 1/4"
B1A-G3
B1A-G2
B1A-G
B1A-6 B1A-7
A 9' - 0"
OPEN COURTYARD
BELOW
CORRIDOR
C4-2
OPEN COURTYARD
BELOW
CORRIDOR
C4-2
OPEN COURTYARD
BELOW
CORRIDOR
C4-2
OPEN COURTYARD
BELOW
CORRIDOR
C4-2
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. CEILING AFFECTED BY CONSTRUCTION ARE TO BE REPAIRED AT THE
TERMINATION POINT AND RETURNED TO "AS NEW" CONDITION.
REFLECTED CEILING GENERAL NOTES
A
REFLECTED CEILING TYPE LEGEND
TYPE GRAPHIC DESCRIPTION
B
C
D
2x2 ACOUSTICAL CEILING TILE (AT-2)
2x4 ACOUSTICAL CEILING TILE (AT-3)
GYPSUM BOARD CEILING. CEILING PAINT.
NO CEILING / EXISTING
CEILING TO REMAIN
E 2x2 NON-FRAGMENTABLE
ALUMINUM CEILING TILE
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
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 :
35% SCHEMATIC DESIGN 10/31/2022
65% DESIGN DEVELOPMENT 05/03/2023
95% CONSTRUCTION DOCUMENTS 08/16/2023
100% FINAL BID DOCUMENTS 09/27/2023
100% FINAL STAMPED BID DOCUMENTS 10/11/2023
B
IM
/2
.3
V
A M e m p h is E
H R
M I n fr a s tr u c tu re /6
-7
.A
R C
H .2
.r v t
/1 /2
:4
:0
A M
AE408
ENLARGED PLANS VA MEMPHIS INFRASTRUCTURE
UPGRADE
MEMPHIS, TN
614-22-700
VARIES
10/11/2023 LNS KJW
100% FINAL STAMPED
BID DOCUMENTS
FULLY SPRINKLERED
SCALE: 1/4" = 1'-0"AE408
5 B01A - FIFTH LEVEL - SECTION F - ENARGED PLAN
SCALE: 1/4" = 1'-0"AE408
6 B01A - FIFTH LEVEL - SECTION F - ENLARGED CEILING PLAN
SCALE: 1/4" = 1'-0"AE408
7 B01A - FIFTH LEVEL - SECTION F - ENLARGED DEMO PLAN
SCALE: 1/4" = 1'-0"AE408
8 B01A - FIFTH LEVEL - SECTION F - ENLARGED DEMO CEILING PLAN
SCALE: 1/4" = 1'-0"AE408
9 B05 - GROUND LEVEL - SECTION 5BE - ENLARGED PLAN
SCALE: 1/4" = 1'-0"AE408
10 B05 - GROUND LEVEL - SECTION 5BE - ENLARGED CEILING PLAN
SCALE: 1/4" = 1'-0"AE408
11 B05 - GROUND LEVEL - SECTION 5BE - ENLARGED DEMO PLAN
SCALE: 1/4" = 1'-0"AE408
12 B05 - GROUND LEVEL - SECTION 5BE - ENLARGED DEMO CEILING PLAN
SCALE: 1/4" = 1'-0"AE408
1 B01A - FOURTH LEVEL - SECTION F - ENLARGED PLAN
SCALE: 1/4" = 1'-0"AE408
2 B01A - FOURTH LEVEL - SECTION F - ENLARGED CEILING PLAN
SCALE: 1/4" = 1'-0"AE408
3 B01A - FOURTH LEVEL - SECTION F - ENLARGED DEMO PLAN
SCALE: 1/4" = 1'-0"AE408
4 B01A - FOURTH LEVEL - SECTION F - ENLARGED DEMO CEILING PLAN
0' 4' 8' 12'2'
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. EXISTING DOOR, FRAME, AND HARDWARE TO BE REMOVED.
2. EXISTING PORTION OF WALL TO BE REMOVED IN ITS ENTIRETY.
3. REMOVE EXISTING DOOR, FRAME, HARDWARE, AND PORTION OF EXISTING
WALL TO ACCOMMODATE NEW WORK.
4. REMOVE EXISTING WINDOW AND FRAME IN ITS ENTIRETY, AND PREPARE
FOR RELOCATION.
5. EXISTING WINDOW AND FRAME TO BE REMOVED.
6. RELOCATE EXISTING EQUIPMENT, COORDINATE WITH FACILITY TO FINAL
LOCATION.
7. INDICATED 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 FIXTURE AND CAP UTILITIES ON FLOOR
BELOW. SEE PLUMBING DEMO SHEETS.
17. EXISTING EXTERIOR WINDOW CAGE TO BE REMOVED.
18. REMOVE EXISTING CEILING IN ITS ENTIRETY.
19. REMOVE PORTION OF EXISTING WALL FOR FIRE EXTINGUISHER CABINET.
SEE SHEET AE540 FOR CABINET DETAIL.
20. EXISTING PORTION OF STOREFRONT TO BE REMOVED IN ITS ENTIRETY.
21. REMOVE PORTION OF EXISTING FLOOR IN ITS ENTIRETY AND PREPARE
AREA FOR NEW VINYL TILE.
B5-21
B5-E
TR
5201A
10' - 3 7/8"
201A
SD-1
RB-1
P-1
FEC
S3C.GW
S3C.GWS3C.GW
B5-21
B5-E
TR
5201A
D 13' - 0"
B 8' - 0"
10' - 3 7/8"
B5-21
B5-E
/4
10' - 8 1/8"
2' - 4"
4' - 1 3/4"
B5-21
B5-E
B 8' - 0"
B7-12
B7-R
0"
1' - 6 5/8"
10' - 2 3/4"
TR
BC111A
SD-1
RB-1
P-1
BC111A
3'
FEC
M9C.GW
M9C.GW
S3C.GW
4"
M9C.GW2
AE502
4"
B7-12
B7-R
TR
BC111A
D 13' - 0"
B 8' - 0"
B 9' - 0"
B 9' - 0"
0"
1' - 6 5/8"
10' - 2 3/4"
AE502
B7-12
B7-R
20 3
9" 12' - 2"
12' - 11"
/4
AE502
B7-12
B7-R
B 8' - 0"
B 9' - 0"
B 9' - 0"
AE502
EXAM CONSULT RM
WAITING AREA
RECREATION AREA
CORRIDOR
EXAM CONSULT RM
WAITING AREA
RECREATION AREA
CORRIDOR
EXAM CONSULT RM
WAITING AREA
RECREATION AREA
CORRIDOR
EXAM CONSULT RM
WAITING AREA
RECREATION AREA
CORRIDOR
ATRIUM
BC111
ATRIUM
BC112
RESEARCH OFFICE
BC117
CORRIDOR
CB20
ATRIUM
BC111
ATRIUM
BC112
RESEARCH OFFICE
BC117
CORRIDOR
CB20
ATRIUM
BC111
ATRIUM
BC112
RESEARCH OFFICE
BC117
CORRIDOR
CB20
ATRIUM
BC111
ATRIUM
BC112
RESEARCH OFFICE
BC117
CORRIDOR
CB20
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 WALLS WHERE NEW WALLS 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 MANUFACTURER'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. WHERE NO DIMENSION IS INDICATED, FINISH DOORS 6" FROM EDGE OF
STUD FRAMING AT CORNERS UNLESS OTHERWISE NOTED.
P. ALL NEW PARTITIONS ARE WALL TYPE S3C.GW UNLESS NOTED OTHERWISE.
REFER TO WALL TYPE GENERAL NOTES FOR WALL BOARD MATERIAL.
Q. NON-RATED WALL CONSTRUCTION THAT FORMS CHASE AREAS DOES NOT
REQUIRE GYPSUM BOARD INSTALLATION ON INTERIOR OF CHASE WALL.
R. REFER TO ENLARGED FLOOR PLANS FOR ADDITIONAL DIMENSIONS FOR
TOILET AND BATH ROOMS.
S. DIMENSIONS INDICATED AS 'VIF' MAY INCREASE OR DECREASE TO MATCH
FIELD CONDITIONS. ALL OTHER DIMENSIONS WITHIN THE DIMENSION
STRING MUST BE MAINTAINED.
T. 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.
U. AREAS AFFECTED BY DEMOLITION OR NEW WORK OF THIS PROJECT TO BE
REPAIRED TO AN "AS-NEW" CONDITION.
V. PATCH WALL AREAS ABOVE AND AROUND NEW DOORS TO MATCH
EXISTING. SEE FINISH SHEETS FOR ADDITIONAL INFORMATION.
W. PATCH WALL AREA AROUND NEW FEC LOCATION. SEE FINISH SHEETS.
X. ICRA LOCATIONS SHOWN ON AE100 SERIES SHEETS. SEE SHEET AE 001 FOR
ICRA DETAILS. FINAL LOCATION OF PARTITIONS TO BE DETERMINED BY THE
CONTRACTOR.
ARCHITECTURAL GENERAL NOTES
ARCHITECTURAL PLAN NOTES
1. WALL INFILL WITH METAL STUD AT 16" O.C. AND 5/8" THK. GYPSUM BOARD-
PRIME AND PAINT
2. NEW PARTITION. PRIME AND PAINT
3. NEW DOOR, FRAME, AND HARDWARE
4. INFILL EXISTING WINDOW. SEE DETAIL 5/AE540
5. PAINT INTERIOR OF ROOM FROM CORNER TO CORNER, FLOOR TO CEILING
6. INSTALL NEW FLOORING
7. INSTALL NEW RUBBER BASE
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 REF. REFERENCE STRUCTURAL.
10. MATCH EXISTING FINISHES; WALLS, FLOORS, BASE, CEILINGS, HAND AND
GUARDRAILS. REFER TO SHEET AI201 FINISH SCHEDULE.
11. INSTALL WALL TYPE GW (PAINT).
12. LEAK PREVENTION BARRIER. COORDINATE WITH PLUMBING AND SEE SHEET
AE540.
B5-21
B5-K
B5-L
/4
11' - 5"
TR
SD-1
RB-1
P-1FEC
B5-21
B5-K
B5-L
TR
D 13' - 0"
B 8' - 0"
B 8' - 0"
B 8' - 0"
3/
4" 9'
0"
1' - 0" 10' - 5"
B5-21
B5-K
B5-L
108 9
1'
11' - 5"
/4
B5-21
B5-K
B5-L
/4
11' - 5"
B 7' - 11"
B 8' - 0"
B 8' - 0"
B 8' - 0"
OFFICE
WAITING
SHAFT
5242A
OFFICE
WAITING
SHAFT
5242A
OFFICE
OFFICE
WAITING
SHAFT
5242A
OFFICE
OFFICE
WAITING
SHAFT
5242A
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. CEILING AFFECTED BY CONSTRUCTION ARE TO BE REPAIRED AT THE
TERMINATION POINT AND RETURNED TO "AS NEW" CONDITION.
REFLECTED CEILING GENERAL NOTES
A
REFLECTED CEILING TYPE LEGEND
TYPE GRAPHIC DESCRIPTION
B
C
D
2x2 ACOUSTICAL CEILING TILE (AT-2)
2x4 ACOUSTICAL CEILING TILE (AT-3)
GYPSUM BOARD CEILING. CEILING PAINT.
NO CEILING / EXISTING
CEILING TO REMAIN
E 2x2 NON-FRAGMENTABLE
ALUMINUM CEILING TILE
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
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 :
35% SCHEMATIC DESIGN 10/31/2022
65% DESIGN DEVELOPMENT 05/03/2023
95% CONSTRUCTION DOCUMENTS 08/16/2023
100% FINAL BID DOCUMENTS 09/27/2023
100% FINAL STAMPED BID DOCUMENTS 10/11/2023
B
IM
/2
.3
V
A M e m p h is E
H R
M I n fr a s tr u c tu re /6
-7
.A
R C
H .2
.r v t
/1 /2
:4
:2
A M
AE409
ENLARGED PLANS VA MEMPHIS INFRASTRUCTURE
UPGRADE
MEMPHIS, TN
614-22-700
VARIES
10/11/2023 LNS KJW
100% FINAL STAMPED
BID DOCUMENTS
FULLY SPRINKLERED
SCALE: 1/4" = 1'-0"AE409
5 B05 - SECOND LEVEL - SECTION 5A - ENLARGED PLAN
SCALE: 1/4" = 1'-0"AE409
6 B05 - SECOND LEVEL - SECTION 5A - ENLARGED CEILING PLAN
SCALE: 1/4" = 1'-0"AE409
7 B05 - SECOND LEVEL - SECTION 5A - ENLARGED DEMO PLAN
SCALE: 1/4" = 1'-0"AE409
8 B05 - SECOND LEVEL - SECTION 5A - ENLARGED DEMO CEILING PLAN
SCALE: 1/4" = 1'-0"AE409
9 B07 - GROUND LEVEL - SECTION 7C - ENLARGED PLAN
SCALE: 1/4" = 1'-0"AE409
10 B07 - GROUND LEVEL - SECTION 7C - ENLARGED CEILING PLAN
SCALE: 1/4" = 1'-0"AE409
11 B07 - GROUND LEVEL - SECTION 7C - ENLARGED DEMO PLAN
SCALE: 1/4" = 1'-0"AE409
12 B07 - GROUND LEVEL - SECTION 7C - ENLARGED DEMO CEILING
SCALE: 1/4" = 1'-0"AE409
1 B05 - FIRST LEVEL - SECTION 5BE - ENLARGED PLAN
SCALE: 1/4" = 1'-0"AE409
2 B05 - FIRST LEVEL - SECTION 5BE - ENLARGED CEILING PLAN
SCALE: 1/4" = 1'-0"AE409
3 B05 - FIRST LEVEL - SECTION 5BE - ENLARGED DEMO PLAN
SCALE: 1/4" = 1'-0"AE409
4 B05 - FIRST LEVEL - SECTION 5BE - ENLARGED DEMO CEILING PLAN
0' 4' 8' 12'2'
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…
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