18111 - DVAMC PETCTPart-2.pdf
PDF 9 MB Posted
- Attached to
- Y1DA--552-CSI-162: Site Prep for PET CT Federal contract opportunity
- Solicitation number
- 36C25021B0001
About this file
This document provides a presolicitation notice for site preparation work for a PET-CT replacement project at the Dayton VA Medical Center. The contractor shall demolish existing structures and prepare the site for building operations according to project plans and specifications. Work must be completed within 245 calendar days of receiving the notice to proceed.
The solicitation will be issued for a project valued between $1-5 million and has a NAICS code of 236220. The solicitation package will be posted on November 9, 2020 on SAM.gov. This opportunity is open only to verified service-disabled veteran-owned small businesses. Firms must be registered in VIP, SAM, D&B and verified in VetBiz.gov to be eligible. The successful offeror must perform a minimum of 25% of the construction work. Bid, payment and performance bonds will be required. A mandatory site visit will be scheduled. Amendments will be posted on SAM.gov and firms should monitor the site for updates. Questions may be sent by email.
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Text version
FIRST FLOOR
0"
T.O. PARAPET
ADDITION
15' - 2"
QP
D10
D17
D17
T.O. STEEL
13' - 2"
FIRST FLOOR
0"
T.O. PARAPET
ADDITION
15' - 2"
32.4 2.5 2.9
AD-202
D10
D06
D06
D06
D03
D01
D08
D17
T.O. STEEL
13' - 2"
FIRST FLOOR
0"
T.O. PARAPET
ADDITION
15' - 2"
2 1.72.42.52.9
AD-202
D10
D17
PHASE I PARTITION
D12 D12
1C137H
EQUIPMENT
ROOM
T.O. STEEL
13' - 2"
D01
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
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 STAMPCONSULTANTS
321 4 5 6 7 8 9 10
PHILIP P. KIRK
CHIEF ENGINEER
552-CSI-162
7850 Freeway Circle
440.243.2000 t
Cleveland, OH 44130
440.243.3305 f
Arch. Proj. No.:
C U s e rs
\j c h o \D o c u m e n ts
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/2
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:5
A
M
AD-202
FIRST FLOOR DEMOLITION SECTION - PHASE II SITE PREP FOR PET/CT
REPLACEMENT
4100 WEST THIRD STREET,
DAYTON, OHIO 45428
09/16/2020 CE/RG Author
BID & CONSTRUCTION
(REVISED)18111
SCALE: 1/4" = 1'-0"AD-202
1 DEMOLITION - SECTION
SCALE: 1/4" = 1'-0"AD-202
2 DEMOLITION - INTERIOR ELEVATION
SCALE: 1/4" = 1'-0"AD-202
3 DEMOLITION - EXTERIOR ELEVATION
D01 REMOVE EXISTING STUD PARTITION.
D03 REMOVE EXISTING LEAD LINED CONTROL ROOM WINDOW.
D06 REMOVE EXISTING MILLWORK,INCLUDING COUNTER TOP, BASE CABINETS,
WALL CABINETS, AND ASSOCIATED CABINET HARDWARE, INCLUDING
SUPPORT BRACKETS.
D08 REMOVE EXISTING INTERIOR CEILING, INCLUDING CEILING SUSPENSION
SYSTEM AND ALL ASSOCIATED ITEMS, LIGHT FIXTURES, DIFFUSERS, ETC.
COORDINATE WITH MECHANICAL, ELECTRICAL, AND PLUMBING DRAWINGS.
D10 REMOVE EXISTING EXTERIOR WINDOW.
D12 REMOVE PORTION OF EXISTING EXTERIOR MASONRY WALL FOR NEW LEAD
LINED CONTROL ROOM WINDOW. REFER TO PHASE II DRAWING
D17 REMOVE PORTION OF EXISTING MASONRY WALL FOR NEW OPENING.
DEMOLITION CODED NOTES
Revisions: Date:
65% SUBMISSION 02-24-2020
65% RE-SUBMISSION 03-31-2020
95% SUBMISSION 05-08-2020
BID & CONSTRUCTION 06-12-2020
BID & CONSTRUCTION (REVISED) 07-13-2020
SOLE SOURCE REVISION 09-16-2020
D08 D09D09D08
EXISTING
EXAM ROOM
EXISTING PATIENT
PREP ROOM
EXISTING PATIENT
PREP ROOM
SQ
RPON.1
1.7
2.4
2.5
2.9
Q.9
EXISTING ROOF LADDER,
MAINTAIN ACCESS DURING
CONSTRUCTION
1C137F
TOILET
ROOM
C1-51A
CORRIDOR
C1-51B
CORRIDOR
C1-51C
CORRIDOR
1C137D
CONTROL
ROOM
1C137G
EXAM ROOM
1C137H
EQUIPMENT
ROOM
1C137I
PATIENT
PREP
C1-51D
CORRIDOR
1C137J
TOILET
ROOM
1C137K
TOILET
ROOM
1C137L
PATIENT
PREP
1C137M
PATIENT
PREP
D16 D16
CONTRACT LIMIT LINE
OUTLINE OF CANOPY ABOVE
D24
D23D22 D23D22
D24
TEMPORARY RATED
CONSTRUCTION WALL,
COORDINATE WITH COR
D01
1. CONTRACTOR SHALL COORDINATE DEMOLITION WITH COR; SALVAGE AND
TURN OVER TO COR DOORS, HARDWARE, TOILET ACCESSORIES, CURTAIN
TRACKS, LIGHT FIXTURES AND OTHER ITEMS DESIGNATED BY COR. DELIVER
TO COR ALL ITEMS AS NOTED.
2. DISPOSITION OF MECHANICAL, PLUMBING, GAS, AIR, VAC. PIPING, FIRE
PROTECTION AND ELECTRICAL ITEMS ENCOUNTERED IN AREAS TO BE
DEMOLISHED ARE DESCRIBED IN RESPECTIVE DRAWINGS AND
SPECIFICATIONS. CONTRACTOR SHALL COORDINATE WORK WITH ALL
TRADES.
3. WALLS, DOORS, FIXTURES, ETC. TO BE REMOVED ARE SHOWN DASHED.
SELECTED ITEMS ARE LABELED TO IDENTIFY THE ITEM TO BE REMOVED.
4. LOOSE EQUIPMENT OR FURNITURE NOT IDENTIFIED FOR REMOVAL, RE-USE,
OR RELOCATION IS TO BE TURNED OVER TO COR.
5. INSTALL SECURE TEMPORARY DUST PARTITIONS TO SEPARATE
DEMOLITION & CONSTRUCTION AREAS FROM OCCUPIED SPACE.
6. REFER TO STRUCTURAL, MECHANICAL AND ELECTRICAL DRAWINGS FOR
ADDITIONAL DEMOLITION ITEMS AND REQUIREMENTS.
7. REMOVE EXISTING FLOOR AND BASE MATERIALS IN AREAS SCHEDULED TO
RECEIVE NEW FLOORING, PREP EXISTING FLOOR TO RECEIVE NEW FINISH.
8. REMOVE EXISTING CEILING MATERIALS AND SUPPORT SYSTEM IN AREAS
SCHEDULED TO RECEIVE NEW CEILING.
9. DEMOLITION CONTRACTOR TO VERIFY LOCATION OF ALL UNDERGROUND
UTILITIES. NOTIFY COR AND ARCHITECT OF ANY DISCREPANCIES.
10. REMOVE ALL DEBRIS, RUBBISH, AND OTHER MATERIALS RESULTING FROM
DEMOLITION OPERATIONS IN ACCORDANCE WITH LOCAL, STATE, AND
FEDERAL LAWS FROM THE PROJECT SITE. BURNING OF REMOVED
MATERIALS IS NOT PERMITTED ON PROJECT SITE.
11. COORDINATE WITH COR FOR SHUTOFF, CAPPING AND CONTINUATION OF
UTILITY SERVICES AS REQUIRED. DO NOT INTERRUPT EXISTING UTILITIES
SERVING OCCUPIED OR FACILITIES USED. PROVIDE MINIMUM 14 DAYS
NOTICE TO COR IN WRITING.
12. MAKE PORTABLE FIRE EXTINGUISHERS AVAILABLE DURING DEMOLITION
PROCESS.
13. USE OF EXPLOSIVES IS NOT PERMITTED.
14. COMPLY WITH ALL GOVERNING REGULATIONS PERTAINING TO
ENVIRONMENTAL PROTECTION (FEDERAL, STATE AND LOCAL).
15. CONTRACTOR TO PATCH AND REPAIR ALL EXISTING FIREPROOFING AFTER
INSTALLATION OF NEW WORK AS REQUIRED TO MAINTAIN REQUIRED FIRE
RATING. CONTRACTOR TO USE MATERIALS COMPATIBLE WITH EXISTING
FIREPROOFING FOR PATCH WORK.
AREA NOT IN CONTRACT
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
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 STAMPCONSULTANTS
321 4 5 6 7 8 9 10
PHILIP P. KIRK
CHIEF ENGINEER
552-CSI-162
7850 Freeway Circle
440.243.2000 t
Cleveland, OH 44130
440.243.3305 f
Arch. Proj. No.:
C U s e rs
\j c h o \D o c u m e n ts
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P R
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:1
:0
A
M
AD-203
FIRST FLOOR DEMOLITION PLAN - PHASE III
(DEDUCT ALTERNATE #4)
SITE PREP FOR PET/CT
REPLACEMENT
4100 WEST THIRD STREET,
DAYTON, OHIO 45428
09/16/2020 CE/RG Author
BID & CONSTRUCTION
(REVISED)18111
SCALE: 1/4" = 1'-0"AD-203
1 FIRST FLOOR DEMOLITION PLAN PHASE III
DEMOLITION CODED NOTES
DEMOLITION GENERAL NOTES
D08 REMOVE EXISTING INTERIOR CEILING, INCLUDING CEILING SUSPENSION
SYSTEM AND ALL ASSOCIATED ITEMS, LIGHT FIXTURES, DIFFUSERS, ETC.
COORDINATE WITH MECHANICAL, ELECTRICAL, AND PLUMBING DRAWINGS.
D09 REMOVE EXISTING FLOORING, WALL BASE AND ADHESIVE DOWN TO
EXISTING CONCRETE FLOOR.
D16 REMOVE EXISTING WALL LIGHT FIXTURE, REFER TO ELECTRICAL DRAWINGS
FOR ADDITIONAL INFORMATION
D22 EXISTING MILLWORK, PROTECT DURING DEMOLITION AND CONSTRUCTION
D23 EXISTING PLUMBING FIXTURES, PROTECT DURING DEMOLITION AND
CONSTRUCTION
D24 REMOVE EXISTING CRASHRAILS (LOW AND HIGH) TO BE REINSTALLED
NORTH
Revisions: Date:
35% SUBMISSION 12-12-2019
65% SUBMISSION 02-24-2020
65% RE-SUBMISSION 03-31-2020
95% SUBMISSION 05-08-2020
BID & CONSTRUCTION 06-12-2020
SQ
RPON.1
1.7
2.4
2.5
2.9
Q.9
AS-4002
AS-400
AS-400
AS-400 4
EXISTING MRI
BUILDING (335)
EXISTING HOSPITAL
(BUILDING 330
EXISTING
COURTYARD
EXISTING
LOADING DOCK
EXISTING
RETAINING WALL
CONTRACT LIMIT LINE
/8
56'-0"
2'-3" 34'-6" 17'-7" 1'-8"
NEW MANHOLE AND CONCRTE
VAULT, REFER TO CIVIL AND
ELECTRICAL DRAWINGS
M
IN
AREA NOT IN CONTRACT
1. EXISTING SITE CONDITIONS TAKEN FROM DRAWING PREPARED BY; SURVEY
COMPANY (REFER TO SURVEY DRAWINGS).
2. VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD PRIOR TO
COMMENCEMENT OF WORK. WHEN DIMENSIONS AND/OR CONDITIONS AS
INDICATED ON THE DRAWINGS CONFLICT WITH ACTUAL, CONTACT
ARCHITECT FOR CLARIFICATION BEFORE PROCEEDING WITH THE WORK.
3. UTILITY LINE LOCATIONS INDICATED ON THE DRAWINGS ARE
DIAGRAMMATIC AND APPROXIMATE. LOCATIONS SHALL BE VERIFIED IN THE
FIELD PRIOR TO COMMENCEMENT OF WORK. EACH CONTRACTOR
WORKING NEAR ANY UTILITY LINE, WHICH MAY OR MAY NOT BE INDICATED
ON THE DRAWINGS, SHALL BE RESPONSIBLE FOR LOCATING AND
PROTECTING UTILITIES WHICH ARE IN THE AREA OF WORK.
4. EXISTING TREES AND SHRUBS INDICATED TO REMAIN SHALL BE
PROTECTED.
5. ALL DIMENSIONS TO FACE OF BUILDING EXTERIOR WALLS UNLESS
OTHERWISE NOTED.
6. NEW FINISH ELEVATIONS AND FINISHED CONTOURS ARE FOR CONTROL
ONLY, THE PROFILES FORMED SHALL BE SMOOTH AND CONTINUOUS.
7. WHEN TWO GRADES OF OPPOSITE SLOPE MEET, A 50'-0" (MIN.) VERTICAL
CURVE SHALL BE FORMED TO BLEND GRADES TOGETHER INTO A SMOOTH
CONTINUOUS CURVE.
8. NEW FINISHED GRADES SHALL MEET AND MATCH EXISTING SITE GRADES
AT EXISTING ROADS, PAVEMENT, BUILDING AND PARKING LOTS.
9. EXISTING MANHOLES, GAS VALVES, WATER VALVES OR OTHER UTILITY
BOXES WITHIN LIMITS OF NEW WORK SHALL BE ADJUSTED TO GRADE AT
ELEVATION INDICATED.
10. AREAS NOT PAVED SHALL HAVE SUBGRADES 4" (MIN.) BELOW PROPOSED
FINISH ELEVATIONS INDICATED. SEE DETAILS FOR SUBGRADE DEPTHS AT
PAVED AREAS.
11. CONCRETE PAVEMENT, WALKS AND CURBS SHALL BE STAKED AND
APPROVED BY ARCHITECT PRIOR TO STARTING CONCRETE WORK.
12. SCORE CONCRETE WALKS AND/OR PAVEMENT AS INDICATED ON
DRAWINGS. PROVIDE AND INSTALL 1/2" PREMOLDED EXPANSION JOINT AT
25'-0" O.C. (MAX.) AND WHERE WALKS ABUT EXISTING OR NEW CONCRETE
PAVEMENT, AS WELL AS AROUND EXISTING OR NEW STRUCTURES, WALLS
AND COLUMNS.
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
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 STAMPCONSULTANTS
321 4 5 6 7 8 9 10
PHILIP P. KIRK
CHIEF ENGINEER
552-CSI-162
7850 Freeway Circle
440.243.2000 t
Cleveland, OH 44130
440.243.3305 f
Arch. Proj. No.:
C U s e rs
\j c h o \D o c u m e n ts
\R
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IT
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:0
A
M
AS-200
ARCHITECTURAL SITE PLAN SITE PREP FOR PET/CT
REPLACEMENT
4100 WEST THIRD STREET,
DAYTON, OHIO 45428
09/16/2020 CE/RG Author
BID & CONSTRUCTION
(REVISED)18111
SCALE: 3/32" = 1'-0"AS-200
1 ARCHITECTURAL SITE PLAN
NORTH
SITE GENERAL NOTES
Revisions: Date:
35% SUBMISSION 12-12-2019
65% SUBMISSION 02-24-2020
65% RE-SUBMISSION 03-31-2020
95% SUBMISSION 05-08-2020
BID & CONSTRUCTION 06-12-2020
AS-700 24
AS-500
1C137H
EQUIPMENT
ROOM
1C137I
PATIENT
PREP
1C137G
EXAM ROOM
C1-51D
CORRIDOR
1C137J
TOILET
ROOM
1C137K
TOILET
ROOM
1C137L
PATIENT
PREP
1C137M
PATIENT
PREP
C1-51C
CORRIDOR
1C137C
EXISTING
EXAM ROOM
EXISTING
CONTROL
ROOM
1C137B
EXISTING
PATIENT
PREP
1C137A
EXISTING
PATIENT
PREP
EXISTING
ELECTRICAL
ROOM
EXISTING
STORAGE
EXISTING
CONFERENCE
ROOM
EXISTING
CORRIDOR
C1-51A
EXISTING
CORRIDOR
1C137F
EXISTING
EQUIPMENT
ROOM
1C137E
EXISTING
TOILET
ROOM
EXISTING
STORAGE
EXISTING
OFFICE
EXISTING
STORAGE
EXISTING
STAIRS
EXISTING
VESTIBULE
EXISTING
CORRIDOR
EXISTING MRI
CORRIDOR
SQ
AS-701
AS-500
AS-700 6
AS-70112
AS-7024
AS-702 6
AS-702 10
AS-702
AS-702 1514
A108A
A107A
A106A
A105A
A A
A A
A A
A A
A A
A102B
A102C
CG-1
CG-1
RPON.1
1.7
2.4
2.5
2.9
Q.9
3" (+/-) 2'-3" 34'-6" 17'-7" 1'-8"
3'-0"
AS-400
/8
AS-701
AS-400 4
AS-400
AS-4002
EXISTING ROOF LADDER,
MAINTAIN ACCESS DURING
CONSTRUCTION
AS-510
AS-510
D
LG3
LP
LG3
LG
LB
LP
LP
LP
C
LG2LP1
9'-2" 1'-8"
LP
LP3
LP
LP3
G
5'-1 3/4"
8'-0 1/2" 4'-4"
1C137D
CONTROL
ROOM
AS-510
AS-510
20'-0"
10'-0"
EXISTING CONCRETE SIDEWALK
6'-1"
5'-0" 5'-0"
8'-0"
CG-1
CG-1
NEW RELOCATED OVERFLOW
DRAIN DOWNSPOUT
4'-0" 2'-0" 2'-0" 2'-0" 2'-0" 2'-0" 2'-0" 2'-0" 2'-0" 2'-0"
12'-0" 16'-0" 28'-0"
CL
AS-520
AS-520
AS-521
GE MACHINE WORKPOINT,
COORDINATE WITH
MANUFACTURER
CONTRACT LIMIT LINE
OUTLINE OF CANOPY ABOVE
56'-0"
2'-0"
34'-7"
AS-511
HR/CR
WP-1
WP-1
WP-1
CR/CR
HR/CR
CR/CR
HR/CR
CG-1CG-1
CR/CR
WP-1
WP-1
WP-1
CR/CR WP-1
WP-1
WP-1
CG-1
HR/CR
CR/CR
CR/CR
CR/CR
CR/CR
CR/CR
AS-520
LP
V E
R
IF
Y I N
F
IE
L D
/8
NEW CONCRETE SIDEWALK FROST SLAB,
REFER TO STRUCTURAL DRAWINGS
NEW CONCRETE SIDEWALK, REFER
TO CIVIL DRAWINGS
DEDUCT ALTERNATE #1
(PROVIDE MANUFACTURED STONE
VENEER IN LIEU OF WINDOW SYSTEM)
DEDUCT ALTERNATE #1 (PROVIDE
MANUFACTURED STONE VENEER
IN LIEU OF WINDOW SYSTEM)
AS-521
LG1
LG1
G
1'-0"
1'-0"
LG1
AS-521
AS-521
AS-520
AS-521
/8
1'-6" 12'-11"
RECESSED TRENCH
DUCT, COORDINATE
WITH GE REP
CR/CR
FFE CIVIL: 973.10
FFE ARCH: 0'-0"
PHASE III PHASE II
E Q
E Q
10'-10"
EQ EQ
P1-110
AREA NOT IN CONTRACT
1. ALL EXTERIOR DIMENSIONS TO FACE OF CONCRETE WALL, FACE OF BRICK,
OR FACE OF EXISTING WALL UNLESS NOTED OTHERWISE.
2. ALL MASONRY OPENING DIMENSIONS ARE NOMINAL (NOM.) UNLESS
OTHERWISE NOTED .
3. ALL INTERIOR PARTITION DIMENSIONS TO FACE OF CONCRETE BLOCK,
FACE OF GYPSUM WALL BOARD, OR FACE OF EXISTING WALL UNLESS
OTHERWISE NOTED.
4. VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD PRIOR TO
COMMENCEMENT OF WORK. WHEN DIMENSIONS AND/OR CONDITIONS AS
INDICATED ON THE DRAWINGS CONFLICT WITH ACTUAL, CONTACT
ARCHITECT FOR CLARIFICATION BEFORE PROCEEDING WITH WORK.
5. NO ATTEMPT HAS BEEN MADE TO SHOW SECTION CUTS OR DETAIL
DESIGNATORS AT ALL LOCATIONS WHERE SIMILAR CONDITIONS OCCUR.
6. ANY MATERIAL INDICATIONS OR NOTES SHOWN ON ONE SECTION (USUALLY
THE FIRST SECTION OF EACH SHEET), ELEVATION OR DETAIL ALSO APPLY
TO ALL SIMILAR CONDITIONS ON OTHER SECTIONS, ELEVATIONS, OR
DETAILS.
7. SECTIONS AND DETAILS ARE TYPICAL FOR ALL LOCATIONS AT WHICH
SIMILAR CONDITIONS OCCUR UNLESS NOTED AS APPLICABLE TO A
SPECIFIC LOCATION ONLY.
8. ALL METAL STUDS SHALL BE 3 5/8" ACTUAL UNLESS OTHERWISE NOTED.
BRACE AS REQUIRED FOR LATERAL SUPPORT.
9. WALL THICKNESS INDICATED ON 1/8" AND 1/4" SCALE FLOOR PLANS SHALL
BE CONSTANT FOR THE ENTIRE LENGTH OF WALL, UNLESS OTHERWISE
NOTED.
10. ALL FIRE RATED ASSEMBLIES SHALL EXTEND FROM FLOOR TO STRUCTURE
ABOVE CONTINUOUSLY WITH OPENINGS AROUND STRUCTURE, HVAC,
PLUMBING, ETC. FIRESTOPPED.
11. PROVIDE BEHIND WALL REINFORCING FOR ATTACHMENT OF MILLWORK,
CASEWORK, ACCESSORIES, ETC.
12. NEW OPENINGS FOR MECHANICAL WORK SHALL BE EITHER CORE DRILLED
OR POWER SAWED, NO JACKHAMMERING.
13. P&M DENOTES "PATCH TO MATCH EXISTING CONSTRUCTION AND
FINISHES". ALL PATCHING OF EXISTING MATERIAL SHALL BE DONE WITH THE
MATERIALS AND WORKMANSHIP MATCHING ADJACENT SURFACES.
14. NO ATTEMPT HAS BEEN MADE TO INDICATE ALL AREAS REQUIRING CUTTING
AND PATCHING DUE TO MECHANICAL AND/OR ELECTRICAL WORK.
15. PATCH AND LEVEL FOR NEW FLOORING AT AREAS WHERE EXISTING
FLOORING HAS BEEN REMOVED.
16. PATCH AND MATCH EXISTING WALL, FLOOR, AND CEILING SURFACES FOR
NEW FINISHES AT AREAS WHERE EXISTING WALLS, DOORS, FRAMES,
CASEWORK, COUNTERS, LOCKERS, ETC HAVE BEEN REMOVED OR
SURFACES CUT FOR INSTALLATION OF SERVICES, EQUIPMENT, ETC.
17. PROVIDE BULLNOSE UNITS AT ALL EXPOSED OUTSIDE CORNERS OF
INTERIOR CONCRETE UNIT MASONRY WALLS AND COLUMNS.
18. ALL CONCRETE MASONRY UNIT WALLS EXTEND FROM FLOOR TO
STRUCTURE ABOVE.
19. WHERE ROOM FINISH SCHEDULE INDICATES CERAMIC TILE OR SPECIAL
COATING, PROVIDE CEMENTITIOUS BACKER BOARD.
20. ALL GYPSUM BOARD ON EXTERIOR WALLS SHALL BE FOIL BACKED AND
EXTEND TO THE UNDERSIDE OF STRUCTURE ABOVE.
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
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 STAMPCONSULTANTS
321 4 5 6 7 8 9 10
PHILIP P. KIRK
CHIEF ENGINEER
552-CSI-162
7850 Freeway Circle
440.243.2000 t
Cleveland, OH 44130
440.243.3305 f
Arch. Proj. No.:
C U s e rs
\j c h o \D o c u m e n ts
\R
S
IT
E
P R
E P
P E
T -C
T jc h o
.r v t
/1
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:1
:0
A
M
AS-301
FIRST FLOOR PLAN - PHASE I SITE PREP FOR PET/CT
REPLACEMENT
4100 WEST THIRD STREET,
DAYTON, OHIO 45428
09/16/2020 CE/RG Author
BID & CONSTRUCTION
(REVISED)18111
SCALE: 1/4" = 1'-0"AS-301
1 FIRST FLOOR PHASE I
FLOOR PLAN GENERAL NOTES
NORTH
Revisions: Date:
35% SUBMISSION 12-12-2019
65% SUBMISSION 02-24-2020
65% RE-SUBMISSION 03-31-2020
95% SUBMISSION 05-08-2020
BID & CONSTRUCTION 06-12-2020
1C137C
EXISTING
EXAM ROOM 1C137D
CONTROL
ROOM
1C137H
EQUIPMENT
ROOM
1C137G
EXAM ROOM
1C137I
PATIENT
PREP
C1-51D
CORRIDOR
1C137J
TOILET
ROOM
1C137K
TOILET
ROOM
1C137L
PATIENT
PREP
1C137M
PATIENT
PREPC1-51C
CORRIDOR
1C137B
EXISTING
PATIENT
PREP
1C137A
EXISTING
PATIENT
PREP
EXISTING
ELECTRICAL
ROOM
EXISTING
STORAGE
EXISTING
CONFERENCE
ROOM
EXISTING
OFFICE
EXISTING
STORAGE
1C137F
TOILET
ROOM
EXISTING
STAIR
EXISTING
STORAGE
EXISTING
VESTIBULE
EXISTING MRI
CORRIDOR
EXISTING
CORRIDOR
EXISTING
CORRIDOR
C1-51A
CORRIDOR
C1-51B
CORRIDOR
SQ
AS-720
AS-7201
AS-720
AS-720
AS-720
A A
CG-1 CG-1CG-1
CG-1
CG-1
CG-1
RPON.1
1.7
2.4
2.9
Q.9
2'-3" 34'-6" 17'-7" 1'-8"
3'-0"
EXISTING ROOF LADDER,
MAINTAIN ACCESS DURING
CONSTRUCTION
CG-1
LB
LP1
LP3
G
LP3
LP3
LP
LG1 G
ALIGN
/4
/4
8'-0"
ALIGN
LB1
E103C
E103A
AS-511
GE MACHINE WORKPOINT,
COORDINATE WITH
MANUFACTURER
CONTRACT LIMIT LINE
OUTLINE OF CANOPY ABOVE
/8
3 1/8"
E103B
LH
LH
HR/CR HR/CR
HR/CR
HR/CR
CR/CRCR/CR
CR/CR
CR/CR
CR/CR
CR/CR
WP-2
WP-2
WP-2
AS-520
1'-0"
EXISTING MILLWORK,
PROTECT DURING
CONSTRUCTION
CR/CR
EX. CG
EX. CG
G
G
G
56'-0"
PHASE III
NEW SLAB INFILL, REFER
TO STRUCT. DWGS.
3 1/2"X18" VERTICAL
PULL BOX
EX201
3 1/2"X6" VERTICAL
PULL BOX
3 1/2"X18" VERTICAL
PULL BOX
1. ALL EXTERIOR DIMENSIONS TO FACE OF CONCRETE WALL, FACE OF BRICK,
OR FACE OF EXISTING WALL UNLESS NOTED OTHERWISE.
2. ALL MASONRY OPENING DIMENSIONS ARE NOMINAL (NOM.) UNLESS
OTHERWISE NOTED .
3. ALL INTERIOR PARTITION DIMENSIONS TO FACE OF CONCRETE BLOCK,
FACE OF GYPSUM WALL BOARD, OR FACE OF EXISTING WALL UNLESS
OTHERWISE NOTED.
4. VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD PRIOR TO
COMMENCEMENT OF WORK. WHEN DIMENSIONS AND/OR CONDITIONS AS
INDICATED ON THE DRAWINGS CONFLICT WITH ACTUAL, CONTACT
ARCHITECT FOR CLARIFICATION BEFORE PROCEEDING WITH WORK.
5. NO ATTEMPT HAS BEEN MADE TO SHOW SECTION CUTS OR DETAIL
DESIGNATORS AT ALL LOCATIONS WHERE SIMILAR CONDITIONS OCCUR.
6. ANY MATERIAL INDICATIONS OR NOTES SHOWN ON ONE SECTION (USUALLY
THE FIRST SECTION OF EACH SHEET), ELEVATION OR DETAIL ALSO APPLY
TO ALL SIMILAR CONDITIONS ON OTHER SECTIONS, ELEVATIONS, OR
DETAILS.
7. SECTIONS AND DETAILS ARE TYPICAL FOR ALL LOCATIONS AT WHICH
SIMILAR CONDITIONS OCCUR UNLESS NOTED AS APPLICABLE TO A
SPECIFIC LOCATION ONLY.
8. ALL METAL STUDS SHALL BE 3 5/8" ACTUAL UNLESS OTHERWISE NOTED.
BRACE AS REQUIRED FOR LATERAL SUPPORT.
9. WALL THICKNESS INDICATED ON 1/8" AND 1/4" SCALE FLOOR PLANS SHALL
BE CONSTANT FOR THE ENTIRE LENGTH OF WALL, UNLESS OTHERWISE
NOTED.
10. ALL FIRE RATED ASSEMBLIES SHALL EXTEND FROM FLOOR TO STRUCTURE
ABOVE CONTINUOUSLY WITH OPENINGS AROUND STRUCTURE, HVAC,
PLUMBING, ETC. FIRESTOPPED.
11. PROVIDE BEHIND WALL REINFORCING FOR ATTACHMENT OF MILLWORK,
CASEWORK, ACCESSORIES, ETC.
12. NEW OPENINGS FOR MECHANICAL WORK SHALL BE EITHER CORE DRILLED
OR POWER SAWED, NO JACKHAMMERING.
13. P&M DENOTES "PATCH TO MATCH EXISTING CONSTRUCTION AND
FINISHES". ALL PATCHING OF EXISTING MATERIAL SHALL BE DONE WITH THE
MATERIALS AND WORKMANSHIP MATCHING ADJACENT SURFACES.
14. NO ATTEMPT HAS BEEN MADE TO INDICATE ALL AREAS REQUIRING CUTTING
AND PATCHING DUE TO MECHANICAL AND/OR ELECTRICAL WORK.
15. PATCH AND LEVEL FOR NEW FLOORING AT AREAS WHERE EXISTING
FLOORING HAS BEEN REMOVED.
16. PATCH AND MATCH EXISTING WALL, FLOOR, AND CEILING SURFACES FOR
NEW FINISHES AT AREAS WHERE EXISTING WALLS, DOORS, FRAMES,
CASEWORK, COUNTERS, LOCKERS, ETC HAVE BEEN REMOVED OR
SURFACES CUT FOR INSTALLATION OF SERVICES, EQUIPMENT, ETC.
17. PROVIDE BULLNOSE UNITS AT ALL EXPOSED OUTSIDE CORNERS OF
INTERIOR CONCRETE UNIT MASONRY WALLS AND COLUMNS.
18. ALL CONCRETE MASONRY UNIT WALLS EXTEND FROM FLOOR TO
STRUCTURE ABOVE.
19. WHERE ROOM FINISH SCHEDULE INDICATES CERAMIC TILE OR SPECIAL
COATING, PROVIDE CEMENTITIOUS BACKER BOARD.
20. ALL GYPSUM BOARD ON EXTERIOR WALLS SHALL BE FOIL BACKED AND
EXTEND TO THE UNDERSIDE OF STRUCTURE ABOVE.
AREA NOT IN CONTRACT
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
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 STAMPCONSULTANTS
321 4 5 6 7 8 9 10
PHILIP P. KIRK
CHIEF ENGINEER
552-CSI-162
7850 Freeway Circle
440.243.2000 t
Cleveland, OH 44130
440.243.3305 f
Arch. Proj. No.:
C U s e rs
\j c h o \D o c u m e n ts
\R
S
IT
E
P R
E P
P E
T -C
T jc h o
.r v t
/1
/2
:1
:0
A
M
AS-302
FIRST FLOOR PLAN - PHASE II SITE PREP FOR PET/CT
REPLACEMENT
4100 WEST THIRD STREET,
DAYTON, OHIO 45428
09/16/2020 CE/RG Author
BID & CONSTRUCTION
(REVISED)18111
SCALE: 1/4" = 1'-0"AS-302
1 FIRST FLOOR PHASE II
FLOOR PLAN GENERAL NOTES
NORTH
Revisions: Date:
35% SUBMISSION 12-12-2019
65% SUBMISSION 02-24-2020
65% RE-SUBMISSION 03-31-2020
95% SUBMISSION 05-08-2020
BID & CONSTRUCTION 06-12-2020
1C137H
EQUIPMENT
ROOM
1C137G
EXAM ROOM
1C137I
PATIENT
PREP
1C137J
TOILET
ROOM
1C137K
TOILET
ROOM
1C137L
PATIENT
PREP
1C137M
PATIENT
PREP
C1-51D
CORRIDOR
C1-51C
CORRIDOR
C1-51B
CORRIDOR
1C137C
EXISTING
EXAM ROOM
1C137B
EXISTING
PATIENT
PREP
1C137A
EXISTING
PATIENT
PREP
EXISTING
ELECTRICAL
ROOM
EXISTING
CONFERENCE
ROOM
EXIST.
STOR.
EXISTING
OFFICE
EXISTING
STORAGE
EXISTING
STORAGE
1C137F
TOILET
ROOM
EXISTING
STAIR
EXISTING
VESTIBULE
EXISTING
CORRIDOR
C1-51A
CORRIDOR
EXISTING MRI
CORRIDOR
EXISTING
CORRIDOR
SQ
AS-730 6AS-7304
E101A E102A
R
2'-3" 34'-6" 17'-7" 1'-8"
PON.1
1.7
2.4
2.5
2.9
Q.9
3'-0"
56'-0"
2'-6"
EXISTING ROOF LADDER,
MAINTAIN ACCESS DURING
CONSTRUCTION
1C137D
CONTROL
ROOM
WP-1
WP-1
WP-1
WP-1
WP-1
WP-1
EXISTING MILLWORK, PROTECT
DURING CONSTRUCTION
AREA NOT IN CONTRACT
1. ALL EXTERIOR DIMENSIONS TO FACE OF CONCRETE WALL, FACE OF BRICK,
OR FACE OF EXISTING WALL UNLESS NOTED OTHERWISE.
2. ALL MASONRY OPENING DIMENSIONS ARE NOMINAL (NOM.) UNLESS
OTHERWISE NOTED .
3. ALL INTERIOR PARTITION DIMENSIONS TO FACE OF CONCRETE BLOCK,
FACE OF GYPSUM WALL BOARD, OR FACE OF EXISTING WALL UNLESS
OTHERWISE NOTED.
4. VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD PRIOR TO
COMMENCEMENT OF WORK. WHEN DIMENSIONS AND/OR CONDITIONS AS
INDICATED ON THE DRAWINGS CONFLICT WITH ACTUAL, CONTACT
ARCHITECT FOR CLARIFICATION BEFORE PROCEEDING WITH WORK.
5. NO ATTEMPT HAS BEEN MADE TO SHOW SECTION CUTS OR DETAIL
DESIGNATORS AT ALL LOCATIONS WHERE SIMILAR CONDITIONS OCCUR.
6. ANY MATERIAL INDICATIONS OR NOTES SHOWN ON ONE SECTION (USUALLY
THE FIRST SECTION OF EACH SHEET), ELEVATION OR DETAIL ALSO APPLY
TO ALL SIMILAR CONDITIONS ON OTHER SECTIONS, ELEVATIONS, OR
DETAILS.
7. SECTIONS AND DETAILS ARE TYPICAL FOR ALL LOCATIONS AT WHICH
SIMILAR CONDITIONS OCCUR UNLESS NOTED AS APPLICABLE TO A
SPECIFIC LOCATION ONLY.
8. ALL METAL STUDS SHALL BE 3 5/8" ACTUAL UNLESS OTHERWISE NOTED.
BRACE AS REQUIRED FOR LATERAL SUPPORT.
9. WALL THICKNESS INDICATED ON 1/8" AND 1/4" SCALE FLOOR PLANS SHALL
BE CONSTANT FOR THE ENTIRE LENGTH OF WALL, UNLESS OTHERWISE
NOTED.
10. ALL FIRE RATED ASSEMBLIES SHALL EXTEND FROM FLOOR TO STRUCTURE
ABOVE CONTINUOUSLY WITH OPENINGS AROUND STRUCTURE, HVAC,
PLUMBING, ETC. FIRESTOPPED.
11. PROVIDE BEHIND WALL REINFORCING FOR ATTACHMENT OF MILLWORK,
CASEWORK, ACCESSORIES, ETC.
12. NEW OPENINGS FOR MECHANICAL WORK SHALL BE EITHER CORE DRILLED
OR POWER SAWED, NO JACKHAMMERING.
13. P&M DENOTES "PATCH TO MATCH EXISTING CONSTRUCTION AND
FINISHES". ALL PATCHING OF EXISTING MATERIAL SHALL BE DONE WITH THE
MATERIALS AND WORKMANSHIP MATCHING ADJACENT SURFACES.
14. NO ATTEMPT HAS BEEN MADE TO INDICATE ALL AREAS REQUIRING CUTTING
AND PATCHING DUE TO MECHANICAL AND/OR ELECTRICAL WORK.
15. PATCH AND LEVEL FOR NEW FLOORING AT AREAS WHERE EXISTING
FLOORING HAS BEEN REMOVED.
16. PATCH AND MATCH EXISTING WALL, FLOOR, AND CEILING SURFACES FOR
NEW FINISHES AT AREAS WHERE EXISTING WALLS, DOORS, FRAMES,
CASEWORK, COUNTERS, LOCKERS, ETC HAVE BEEN REMOVED OR
SURFACES CUT FOR INSTALLATION OF SERVICES, EQUIPMENT, ETC.
17. PROVIDE BULLNOSE UNITS AT ALL EXPOSED OUTSIDE CORNERS OF
INTERIOR CONCRETE UNIT MASONRY WALLS AND COLUMNS.
18. ALL CONCRETE MASONRY UNIT WALLS EXTEND FROM FLOOR TO
STRUCTURE ABOVE.
19. WHERE ROOM FINISH SCHEDULE INDICATES CERAMIC TILE OR SPECIAL
COATING, PROVIDE CEMENTITIOUS BACKER BOARD.
20. ALL GYPSUM BOARD ON EXTERIOR WALLS SHALL BE FOIL BACKED AND
EXTEND TO THE UNDERSIDE OF STRUCTURE ABOVE.
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
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 STAMPCONSULTANTS
321 4 5 6 7 8 9 10
PHILIP P. KIRK
CHIEF ENGINEER
552-CSI-162
7850 Freeway Circle
440.243.2000 t
Cleveland, OH 44130
440.243.3305 f
Arch. Proj. No.:
C U s e rs
\j c h o \D o c u m e n ts
\R
S
IT
E
P R
E P
P E
T -C
T jc h o
.r v t
/1
/2
:1
:0
A
M
AS-303
FIRST FLOOR PLAN - PHASE III (DEDUCT
ALTERNATE #4)
SITE PREP FOR PET/CT
REPLACEMENT
4100 WEST THIRD STREET,
DAYTON, OHIO 45428
09/16/2020 CE/RG Author
BID & CONSTRUCTION
(REVISED)18111
SCALE: 1/4" = 1'-0"AS-303
1 FIRST FLOOR PHASE III
FLOOR PLAN GENERAL NOTES
NORTH
Revisions: Date:
35% SUBMISSION 12-12-2019
65% SUBMISSION 02-24-2020
65% RE-SUBMISSION 03-31-2020
95% SUBMISSION 05-08-2020
BID & CONSTRUCTION 06-12-2020
RPON.1
1.7
2.4
2.5
2.9
Q.9
1C137D
CONTROL
ROOM
1C137H
EQUIPMENT
ROOM
1C137G
EXAM ROOM
1C137I
PATIENT
PREP
1C137J
TOILET
ROOM
1C137K
TOILET
ROOM
1C137L
PATIENT
PREP
1C137M
PATIENT
PREP
C1-51D
CORRIDOR
C1-51C
CORRIDOR
C1-51B
CORRIDOR
1C137C
EXISTING
EXAM ROOM1C137B
EXISTING
PATIENT
PREP
1C137A
EXISTING
PATIENT
PREP
EXISTING
ELECTRICAL
ROOM
EXISTING
CONFERENCE
ROOM EXIST.
STOR.
EXISTING
OFFICE
EXISTING
STORAGE
EXISTING
STORAGE
1C137F
TOILET
ROOM
EXISTING
STAIR
EXISTING
VESTIBULE
EXISTING
CORRIDOR
C1-51A
CORRIDOR
EXISTING MRI
CORRIDOR
EXISTING
CORRIDOR
PROVIDE TILE PATTERN @
1/3 OFFSET PER MANUF.
RECOMMENDATION & TCNA
MANUAL
PROVIDE TILE PATTERN @ 1/3
OFFSET PER MANUF.
RECOMMENDATION & TCNA MANUAL
OUTLINE OF
TRENCH DUCT
FLOOR
CT PORCELAIN CERAMIC TILE
LVT LUXURY VINYL TILE
WSF WELDED VINYL SHEET FLOORING
ROOM FINISH LEGEND
WALL
CWT PORCELAIN WALL TILE
P PAINT
WP WALL PROTECTION
BASE
CWT PORCELAIN WALL TILE
RB RUBBER BASE
WSF WELDED VINYL SHEET FLOORING INTEGRAL BASE
CEILINGS
ACT ACOUSTICAL CEILING TILE
P PAINT
GENERAL NOTES
1. EXP DENOTES EXPOSED STRUCTURE.
2. SEE REFLECTED CEILING PLAN FOR CEILING HEIGHTS.
3. SEE DRAWINGS FOR LOCATION AND ELEVATIONS OF
ARCHITECTURAL WOODWORK.
4. GYPSUM BOARD SOFFITS: UNLESS NOTED, HORIZONTAL
SURFACES SHALL BE P-2 & VERTICAL SURFACE SHALL BE
SAME AS ANY CONNECTING WALL SURFACE.
5. PAINT ALL NEW METAL DOORS AND DOOR FRAMES
(INCLUDING VISION PANELS IN DOORS) UNLESS NOTED.
SEE PAINT SPECIFICATIONS FOR FINISH.
6. PAINT ALL NEW METAL COVERPLATES, ETC. UNLESS
NOTED. SEE PAINT SPECIFICATIONS FOR FINISH.
7. P&M DENOTES PATCH AND MATCH TO EXISTING ADJACENT
MATERIALS, FINISHES AND COLORS
SUBSTRATE
C CONCRETE
CBB CEMENTITOUS BACKERBOARD
GWB GYPSUM BOARD
MRGB MOISTURE RESISTANT GYPSUM BOARD
ARCHITECTURAL WOODWORK
PL PLASTIC LAMINATE
SSM SOLID SURFACE MATERIAL
SCHEDULE NOTES
1. SEE DRAWINGS FOR LOCATION OF CORNER GUARDS,
CRASH RAILS, HANDRAILS AND BUMPER GUARDS.
2. REFER TO FLOOR PATTERN PLANS FOR FLOOR PATTERN
INFORMATION.
3. SEE DRAWINGS FOR WALL ELEVATIONS
LUXURY VINYL TILE (LVT-3)
VINYL SHEET FLOORING (WSF-2)
PORCELAIN CERAMIC TILE (CT-1)
LUXURY VINYL TILE
BORDER (LVT-13)
ATTACH PER
MANUFACTURER'S
STANDARDS
METAL STUD
FRAMING, SEE
PARTITION TYPE
VINYL ACRYLIC
CORNER GUARD
3"
" CONT. ALUM.
RETAINER
#10 X 2" PH PAN HD
SMS WITH FLAT
WASHER AF-6
PLASTIC ANCHOR
16" O.C. MAX.
METAL STUD
FRAMING
GYP. BOARD
ALUMINUM
RETAINER
VINYL ACRYLIC
COVER
REGRIND BUMPER
CUSHION
3/4"
EXISTING OR
SCHEDULED
PARTITION
BLOCKING AS
REQUIRED
CONTINUOUS
ALUMINUM
RETAINER
VINYL CRASH RAIL
EDGE OF WALL,
DOOR
FRAME, OR CORNER
GUARD
ELEVATION SECTION
2"
S E
E E
L E
V A
T
IO
N S
V A
R
IE
S
/8
/8
1 1/2"
3"
14-20X5" ROUND
HEAD BOLT WITH
TOGGLE AND
LOCK WASHER
32" O.C. MAX
METAL STUD
FRAMING
GYP. BOARD
ALUMINUM
RETAINER
VINYL ACRYLIC
COVER
MOUNTING BRACKET
REGRIND BUMPER
CUSHION
CR-1
HR-1
CR-1
SCHEDULED WALL BASE
CR-1
TYPICAL - WALL PROTECTION -
CRASHRAIL/CRASHRAIL
TYPICAL - WALL PROTECTION -
HANDRAIL/CRASHRAIL
CG-1 CG-1
6"
6"
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
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 STAMPCONSULTANTS
321 4 5 6 7 8 9 10
PHILIP P. KIRK
CHIEF ENGINEER
552-CSI-162
7850 Freeway Circle
440.243.2000 t
Cleveland, OH 44130
440.243.3305 f
Arch. Proj. No.:
C U s e rs
\j c h o \D o c u m e n ts
\R
S
IT
E
P R
E P
P E
T -C
T jc h o
.r v t
/1
/2
:1
:1
A
M
AS-304
FIRST FLOOR FINISH PLAN SITE PREP FOR PET/CT
REPLACEMENT
4100 WEST THIRD STREET,
DAYTON, OHIO 45428
09/16/2020 CE/RG Author
BID & CONSTRUCTION
(REVISED)18111
ROOM FINISH SCHEDULE
ROOM FLOOR BASE WALLS CEILING
ARCH. WOODWORK
SIGNAGE
TYPE NOTESNUMBER NAME SUBSTR. FINISH SUBSTR. FINISH SUBSTR. NORTH SOUTH EAST WEST SUBSTR. FINISH
FIRST FLOOR
1C137A EXISTING PATIENT PREP C WSF-2 GWB WSF-2 GWB P-23/WP-1 P-2 P-2/WP-1 P-2/WP-1 - ACT-2 SSM1/PL1 I PHASE III (DEDUCT ALTERNATE NO. 4)
1C137B EXISTING PATIENT PREP C WSF-2 GWB WSF-2 GWB P-16/WP-1 P-2 P-2/WP-1 P-2/WP-1 - ACT-2 SSM1/PL1 I PHASE III (DEDUCT ALTERNATE NO. 4)
1C137C EXISTING EXAM ROOM C WSF-2 GWB WSF-2 GWB P-2 P-2 P-23 P-2 - ACT-2 SSM1/PL1 I
1C137D CONTROL ROOM C WSF-2 GWB WSF-2 GWB P-2 P-2 P-2 P-2 - ACT-2 SSM1/PL1 I
1C137F TOILET ROOM C CT-1 CBB CWT-2/CWT-3 CBB CWT-2/P-2 CWT-3 CWT-2/P-2 CWT-2/P-2 GWB ACT-2 - E.2A/M
1C137G EXAM ROOM C WSF-2 GWB WSF-2 GWB P-2 P-2 P-2 P-16 - ACT-2 SSM1/PL1 I
1C137H EQUIPMENT ROOM C WSF-2 GWB RB-1 GWB P-2 P-2 P-2 P-2 - EXP - G
1C137I PATIENT PREP C WSF-2 GWB WSF-2 GWB P-2/WP-1 P-2/WP-1 P-23/WP-1 P-2 - ACT-2 SSM1/PL1 I
1C137J TOILET ROOM C CT-1 CBB CWT-2/CWT-3 CBB CWT-2/P-2 CWT-3 CWT-2/P-2 CWT-2/P-2 GWB ACT-2 - E.2A/M FLOORING-PATTERN INSTALL ASHLAR PERPENDICULAR TO ENTRY DOOR
1C137K TOILET ROOM C CT-1 CBB CWT-2/CWT-3 CBB CWT-3 CWT-2/P-2 CWT-2/P-2 CWT-2/P-2 GWB ACT-2 - E.2A/M FLOORING-PATTERN INSTALL ASHLAR PERPENDICULAR TO ENTRY DOOR
1C137L PATIENT PREP C WSF-2 GWB WSF-2 GWB P-2/WP-1 P-2 P-16/WP-1 P-2/WP-1 - ACT-2 SSM1/PL1 I
1C137M PATIENT PREP C WSF-2 GWB WSF-2 GWB P-2 P-2/WP-1 P-23/WP-1 P-2/WP-1 - ACT-2 SSM1/PL1 I
C1-51A CORRIDOR C LVT-3/LVT-13* GWB RB-1 GWB P-2 P-2 P-2 P-2 - ACT-1 - N/A *SEE FINISH PLAN FOR PATTERN
C1-51B CORRIDOR C LVT-3/LVT-13* GWB RB-1 GWB P-2 P-16/WP-2 P-2 P-2 - ACT-1 - N/A *SEE FINISH PLAN FOR PATTERN
C1-51C CORRIDOR C LVT-3/LVT-13* GWB RB-1 GWB P-2 P-2 P-2 P-2 - ACT-1 - N/A *SEE FINISH PLAN FOR PATTERN
C1-51D CORRIDOR C LVT-3/LVT-13* GWB RB-1 GWB P-2 P-2 P-2 P-2 - ACT-1 - N/A *SEE FINISH PLAN FOR PATTERN
SCALE: 1/8" = 1'-0"AS-304
1 FIRST FLOOR FINISH PLAN
FLOOR FINISH LEGEND
NORTH
CORNER GUARD (CG-1)
CRASH RAIL (CR-1)
WALL PROTECTION LOCATION
HANDRAIL (HR-1)
VA WALL PROTECTION STANDARDS
Revisions: Date:
35% SUBMISSION 12-12-2019
65% SUBMISSION 02-24-2020
65% RE-SUBMISSION 03-31-2020
95% SUBMISSION 05-08-2020
BID & CONSTRUCTION 06-12-2020
RPON.1
1.7
2.4
2.5
2.9
Q.9
1C137H
EQUIPMENT
ROOM
1C137G
EXAM ROOM
1C137I
PATIENT
PREP
1C137J
TOILET
ROOM
1C137K
TOILET
ROOM
1C137L
PATIENT
PREP
1C137M
PATIENT
PREP
C1-51D
CORRIDOR
C1-51C
CORRIDOR
C1-51B
CORRIDOR
1C137C
EXISTING
EXAM ROOM
1C137B
EXISTING
PATIENT
PREP
1C137A
EXISTING
PATIENT
PREP
EXISTING
ELECTRICAL
ROOM
EXISTING
CONFERENCE
ROOM
EXIST.
STOR.
EXISTING
OFFICE
EXISTING
STORAGE
EXISTING
STORAGE
1C137F
TOILET
ROOM
EXISTING
STAIR
EXISTING
VESTIBULE
EXISTING
CORRIDOR
C1-51A
CORRIDOR
EXISTING MRI
CORRIDOR
EXISTING
CORRIDOR
3'-0"
1C137D
CONTROL
ROOM
3/8"
/2
/8
1/2"
/8
1/8"
/4
1/2"
/8
1/8"
1/2"
/8
1/8"
/8
1/16"
/4
B
R
IC
K
1/16"
/4
B
R
IC
K
/1
1/4" 3/8"
/4
B
R
IC
K
1/4"
/4
/8
/2
E X
IS
T
IN
G
L E
A D
S H
IE
L D
IN
G
3/8"
EXISTING LEAD SHIELDING
E X
IS
T
IN
G
L E
A D
S
H
IE
L D
IN
G
E X
IS
T
IN
G
L E
A D
S
H
IE
L D
IN
G
NOTE:
VERIFY/COORDINATE WITH SHIELDING REPORT
FOR LEAD SHIELDING THICKNESS AND HEIGHT.
2'-3" 34'-6" 17'-7" 1'-8"
56'-0"
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
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 STAMPCONSULTANTS
321 4 5 6 7 8 9 10
PHILIP P. KIRK
CHIEF ENGINEER
552-CSI-162
7850 Freeway Circle
440.243.2000 t
Cleveland, OH 44130
440.243.3305 f
Arch. Proj. No.:
C U s e rs
\j c h o \D o c u m e n ts
\R
S
IT
E
P R
E P
P E
T -C
T jc h o
.r v t
/1
/2
:1
:1
A
M
AS-305
FIRST FLOOR PLAN - LEAD SHIELDING SITE PREP FOR PET/CT
REPLACEMENT
4100 WEST THIRD STREET,
DAYTON, OHIO 45428
09/16/2020 CE/RG Author
BID & CONSTRUCTION
(REVISED)18111
SCALE: 1/4" = 1'-0"AS-305
1 FIRST FLOOR PLAN - LEAD SHIELDING
NORTH
Revisions: Date:
95% SUBMISSION 05-08-2020
BID & CONSTRUCTION 06-12-2020
C1-51C
CORRIDOR
1C137M
PATIENT
PREP
1C137L
PATIENT
PREP
1C137K
TOILET
ROOM
1C137J
TOILET
ROOM
1C137I
PATIENT
PREP
1C137H
EQUIPMENT
ROOM
1C137G
EXAM ROOM
C1-51D
CORRIDOR
E104
EXISTING
CONTROL
ROOM
1C137C
EXISTING
EXAM ROOM
1C137B
EXISTING
PATIENT
PREP
1C137A
EXISTING
PATIENT
PREP
EXISTING
ELECTRICAL
ROOM
EXISTING
STORAGE
EXISTING
CONFERENCE
ROOM
EXISTING
OFFICE
EXISTING
STORAGE
1C137F
EXISTING
EQUIPMENT
ROOM
1C137E
EXISTING
TOILET
ROOM
C1-51A
EXISTING
CORRIDOR
EXISTING
STAIRS
EXISTING
VESTIBULE
EXISTING
CORRIDOR
EXISTING
STORAGE
EXISTING
CORRIDOR
SQ
RPON.1
1.7
2.4
2.5
2.9
Q.9
/8
10'-0" 10'-0"
GE MACHINE WORKPOINT,
COORDINATE WITH MANUFACTURER
EXISTING ROOF LADDER,
MAINTAIN ACCESS DURING
CONSTRUCTION
P1-06
P1-07
P1-11 P1-03 P1-04 P1-10 P1-08
P1-110
P1-12
P1-13
P1-09
P1-01
P1-02
EX201
EX200
1C137D
CONTROL
ROOM
P1-111
P1-111
P1-111
CONTRACT LIMIT LINE
OUTLINE OF CANOPY ABOVE
P1-112
P1-112
P1-05
EX202EX202
RECESSED
TRENCH DUCTS
CL
P1-14
P1-15
REFER TO GE HEALTHCARE
DRAWINGS FOR ADDITIONAL
INFORMATION AND COORDINATE
WITH GE HEALTHCARE REP AND COR
AREA NOT IN CONTRACT
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
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 STAMPCONSULTANTS
321 4 5 6 7 8 9 10
PHILIP P. KIRK
CHIEF ENGINEER
552-CSI-162
7850 Freeway Circle
440.243.2000 t
Cleveland, OH 44130
440.243.3305 f
Arch. Proj. No.:
C U s e rs
\j c h o \D o c u m e n ts
\R
S
IT
E
P R
E P
P E
T -C
T jc h o
.r v t
/1
/2
:1
:1
A
M
AS-310
FIRST FLOOR EQUIPMENT PLAN - PHASE I SITE PREP FOR PET/CT
REPLACEMENT
4100 WEST THIRD STREET,
DAYTON, OHIO 45428
09/16/2020 CE/RG Author
BID & CONSTRUCTION
(REVISED)18111
SCALE: 1/4" = 1'-0"AS-310
1 FIRST FLOOR EQUIPMENT PLAN PHASE I
NORTH
EQUIPMENT SCHEDULE - PHASE I
EQUIPMENT
NUMBER EQUIPMENT NAME
DATA
NOTES CountMANUFACTURER
P1-01 DISCOVERY MI GE HEALTHCARE PROVIDED BY VENDOR, INSTALLED BY VENDOR 1
P1-02 PATIENT TABLE GE HEALTHCARE PROVIDED BY VENDOR, INSTALLED BY VENDOR 1
P1-03 POWER DISTRIBUTION UNIT GE HEALTHCARE PROVIDED BY VENDOR, INSTALLED BY VENDOR 1
P1-04 PARC4 GE HEALTHCARE PROVIDED BY VENDOR, INSTALLED BY VENDOR 1
P1-05 ANNULUS PHANTOM SAFE GE HEALTHCARE PROVIDED BY VENDOR, INSTALLED BY VENDOR 1
P1-06 SERVICE CABINET GE HEALTHCARE PROVIDED BY VENDOR, INSTALLED BY VENDOR 1
P1-07 PET CHILLER GE HEALTHCARE PROVIDED BY VENDOR, INSTALLED BY VENDOR 1
P1-08 POWER DISTRIBUTION BOX GE HEALTHCARE PROVIDED BY VENDOR, INSTALLED BY VENDOR 1
P1-09 OPERATORS CONSOLE GE HEALTHCARE PROVIDED BY VENDOR, INSTALLED BY VENDOR 1
P1-10 MAIN DISCONNECT CONTROL GE HEALTHCARE PROVIDED BY VENDOR, INSTALLED BY CONTRACTOR 1
P1-11 UPS GE HEALTHCARE PROVIDED BY VENDOR, INSTALLED BY VENDOR 1
P1-12 WORKSTATION GE HEALTHCARE PROVIDED BY VENDOR, INSTALLED BY VENDOR 1
P1-13 TASK CHAIR GE HEALTHCARE PROVIDED BY VENDOR, INSTALLED BY VENDOR 1
P1-14 ADVANTAGE WORKSTATION GE HEALTHCARE PROVIDED BY VENDOR, INSTALLED BY VENDOR 1
P1-15 VA WORKSTATION GE HEALTHCARE PROVIDED BY OWNER, INSTALLED BY OWNER 1
P1-110 PATIENT LIFT GULDMANN PROVIDED BY VENDOR, INSTALLED BY VENDOR 1
P1-111 HOSPITAL BED STRYKER PROVIDED BY OWNER, INSTALLED BY OWNER 3
P1-112 LAP LASER LAP LASER OF AMERICA PROVIDED BY VENDOR, INSTALLED BY VENDOR 2
EQUIPMENT SCHEDULE - EXISTING
EQUIPMENT
NUMBER EQUIPMENT NAME
DATA
NOTES CountMANF.
EX200 EXISTING MACHINE PHILIPS HEALTHCARE EXISTING PHILIPS MACHINE TO REMAIN 1
EX201 PATIENT LIFT GULDMANN EXISTING PATIENT LIFT SYSTEM TO REMAIN 1
EX202 HOSPITAL BED STRYKER PROVIDED BY OWNER, INSTALLED BY OWNER 2
Revisions: Date:
35% SUBMISSION 12-12-2019
65% SUBMISSION 02-24-2020
65% RE-SUBMISSION 03-31-2020
95% SUBMISSION 05-08-2020
BID & CONSTRUCTION 06-12-2020
RPON.1
1.7
2.4
2.5
2.9
Q.9
GE MACHINE
WORKPOINT,
COORDINATE WITH
MANUFACTURER
EXISTING ROOF LADDER,
MAINTAIN ACCESS DURING
CONSTRUCTION
P2-02
P2-01
EX201
P2-13
P2-09
P2-121C137B
EXISTING
PATIENT
PREP
1C137I
PATIENT
PREP
1C137J
TOILET
ROOM
1C137K
TOILET
ROOM
1C137L
PATIENT
PREP
1C137M
PATIENT
PREP
C1-51C
CORRIDOR
C1-51D
CORRIDOR
1C137H
EQUIPMENT
ROOM
1C137G
EXAM ROOM
1C137C
EXISTING
EXAM ROOM
1C137A
EXISTING
PATIENT
PREP
EXISTING
ELECTRICAL
ROOM
EXISTING
STORAGE
EXISTING
CONFERENCE
ROOM
EXISTING
CORRIDOR
C1-51A
CORRIDOR
EXISTING
OFFICE
EXISTING
STORAGE
EXISTING
STORAGE
EXISTING
STAIR
EXISTING
VESTIBULE
EXISTING
CORRIDOR
C1-51B
CORRIDOR
1C137F
TOILET
ROOM
1C137D
CONTROL
ROOM
CONTRACT LIMIT LINE
OUTLINE OF CANOPY ABOVE
P2-05
P2-04
P2-07
P2-06
P2-03
P2-11
P2-10
P2-08
EX202EX202
7'-8"
P2-14
P2-15
3 1/2"X18" SURFACE
MOUNTED VERTICAL
PULL BOX
3 1/2"X6" SURFACE
MOUNTED VERTICAL
PULL BOX
REFER TO GE HEALTHCARE DRAWINGS
FOR ADDITIONAL INFORMATION AND
COORDINATE WITH GE HEALTHCARE
REP AND COR
/2
18"X18"X12"(+/-) FLUSH J-BOX,
COOR. WITH GE REP.
12"X12"X12"(+/-)
FLUSH J-BOX, COOR.
WITH GE REP
18"X12"X12" FLUSH
J-BOX
12"X12"X12" FLUSH
J-BOX
3 1/2"X18" SURFACE
MOUNTED VERTICAL
PULL BOX
AREA NOT IN CONTRACT
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
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 STAMPCONSULTANTS
321 4 5 6 7 8 9 10
PHILIP P. KIRK
CHIEF ENGINEER
552-CSI-162
7850 Freeway Circle
440.243.2000 t
Cleveland, OH 44130
440.243.3305 f
Arch. Proj. No.:
C U s e rs
\j c h o \D o c u m e n ts
\R
S
IT
E
P R
E P
P E
T -C
T jc h o
.r v t
/1
/2
:1
:2
A
M
AS-311
FIRST FLOOR EQUIPMENT PLAN - PHASE II SITE PREP FOR PET/CT
REPLACEMENT
4100 WEST THIRD STREET,
DAYTON, OHIO 45428
09/16/2020 CE/RG Author
BID & CONSTRUCTION
(REVISED)18111
SCALE: 1/4" = 1'-0"AS-311
1 FIRST FLOOR EQUIPMENT PLAN PHASE II
NORTH
EQUIPMENT SCHEDULE - PHASE II
EQUIPMENT
NUMBER EQUIPMENT NAME
DATA
NOTES CountMANF.
P2-01 DISCOVERY MI GE HEALTHCARE PROVIDED BY VENDOR, INSTALLED BY VENDOR 1
P2-02 PATIENT TABLE GE HEALTHCARE PROVIDED BY VENDOR, INSTALLED BY VENDOR 1
P2-03 POWER DISTRIBUTION UNIT GE HEALTHCARE PROVIDED BY VENDOR, INSTALLED BY VENDOR 1
P2-04 PARC4 GE HEALTHCARE PROVIDED BY VENDOR, INSTALLED BY VENDOR 1
P2-05 ANNULUS PHANTOM SAFE GE HEALTHCARE PROVIDED BY VENDOR, INSTALLED BY VENDOR 1
P2-06 SERVICE CABINET GE HEALTHCARE PROVIDED BY VENDOR, INSTALLED BY VENDOR 1
P2-07 PET CHILLER GE HEALTHCARE PROVIDED BY VENDOR, INSTALLED BY VENDOR 1
P2-08 POWER DISTRIBUTION BOX GE HEALTHCARE PROVIDED BY VENDOR, INSTALLED BY VENDOR 1
P2-09 OPERATORS CONSOLE GE HEALTHCARE PROVIDED BY VENDOR, INSTALLED BY VENDOR 1
P2-10 MAIN DISCONNECT CONTROL GE HEALTHCARE PROVIDED BY VENDOR, INSTALLED BY CONTRACTOR 1
P2-11 UPS GE HEALTHCARE PROVIDED BY VENDOR, INSTALLED BY VENDOR 1
P2-12 WORKSTATION GE HEALTHCARE PROVIDED BY VENDOR, INSTALLED BY VENDOR 1
P2-13 TASK CHAIR GE HEALTHCARE PROVIDED BY VENDOR, INSTALLED BY VENDOR 1
P2-14 ADVANTAGE WORKSTATION GE HEALTHCARE PROVIDED BY VENDOR, INSTALLED BY VENDOR 1
P2-15 VA WORKSTATION PROVIDED BY OWNER, INSTALLED BY OWNER 1
EQUIPMENT SCHEDULE - EXISTING
EQUIPMENT
NUMBER EQUIPMENT NAME
DATA
NOTES CountMANF.
EX200 EXISTING MACHINE PHILIPS HEALTHCARE EXISTING PHILIPS MACHINE TO REMAIN 1
EX201 PATIENT LIFT GULDMANN EXISTING PATIENT LIFT SYSTEM TO REMAIN 1
EX202 HOSPITAL BED STRYKER PROVIDED BY OWNER, INSTALLED BY OWNER 2
Revisions: Date:
35% SUBMISSION 12-12-2019
65% SUBMISSION 02-24-2020
65% RE-SUBMISSION 03-31-2020
95% SUBMISSION 05-08-2020
BID & CONSTRUCTION 06-12-2020
AS-500
SQ
AS-500
RPON.1
1.7
2.4
2.5
2.9
Q.9
AS-400
56'-0"
2'-3"
34'-6" 17'-7" 1'-8"
3'-0"
EXISTING ROOF
NEW R30
TAPPERED TPO
ROOFING SYSTEM
AS-400 4
EXISTING ROOF LADDER,
MAINTAIN ACCESS DURING
CONSTRUCTION
AS-4002
AS-400
AS-510
AS-510
AS-510
AS-510
R.D.
O.D.
+8 5/8" +4"
+0
+6 1/4"
AS-322
31'-9" 14'-3"
4'-0 3/4"
RTU-1
SLOPE 1/4" PER FOOT (MIN.)
SLOPE 1/4" PER FOOT (MIN.)
S L O
P E
/4
P
E R
F O
O T
(M
IN
S L O
P E
/4
P
E R
F
O
T
M
IN
CONTRACT LIMIT LINE
R30 ROOFING SYSTEM OVER 4" CONCRETE PAD
ECU-1 SPLIT
SYSTEM
AS-511
AS-511
SLIDING SCREEN WALL
15'-3 1/2" 6'-0" 10'-1 1/4" 13'-10 3/4"
CU-1
2'-9" 31'-9" 14'-2"
1'-0" 4'-4"
5'-0"
34'-6" 11'-8"
2'-5 3/4"
EDGE OF CONCRETE PAD
SHADED AREA INDICATES
ADDED TAPPERED INSULATION
TO MATCH ADJACENT HEIGHT
11'-8"
AS-511
AREA NOT IN CONTRACT
1. PROTECT EXISTING ROOFS, STRUCTURES AS REQUIRED
FOR NEW WORK.
2. TEMPORARY GUARD RAILS REQUIRED.
3. ROOF SLOPE TO ROOF DRAINS (1/4" PER FT. MINIMUM TO
MATCH EXISTING ROOF SLOPE).
4. VERIFY ALL CONDITIONS, DIMENSIONS.
5. ROOF SCREEN WALL SHOWN FOR DESIGN INTENT ONLY.
APPROVED MANUFACTURER SHALL PROVIDE DELEGATED
DESIGN SUBMITTAL SIGNED AND SEALED BY A LICENSED
ENGINEER.
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
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 STAMPCONSULTANTS
321 4 5 6 7 8 9 10
PHILIP P. KIRK
CHIEF ENGINEER
552-CSI-162
7850 Freeway Circle
440.243.2000 t
Cleveland, OH 44130
440.243.3305 f
Arch. Proj. No.:
C U s e rs
\j c h o \D o c u m e n ts
\R
S
IT
E
P R
E P
P E
T -C
T jc h o
.r v t
/1
/2
:1
:2
A
M
AS-320
ROOF PLAN SITE PREP FOR PET/CT
REPLACEMENT
4100 WEST THIRD STREET,
DAYTON, OHIO 45428
09/16/2020 CE/RG Author
BID & CONSTRUCTION
(REVISED)18111
SCALE: 1/4" = 1'-0"AS-320
1 FIRST FLOOR ROOF PLAN
NORTH
ROOF PLAN GENERAL NOTES
Revisions: Date:
35% SUBMISSION 12-12-2019
65% SUBMISSION 02-24-2020
65% RE-SUBMISSION 03-31-2020
95% SUBMISSION 05-08-2020
BID & CONSTRUCTION 06-12-2020
AS-500
SQ
AS-500
RPON.1
1.7
2.4
2.5
2.9
Q.9
AS-400
AS-400 4
AS-510
AS-510
AS-510
AS-510
AS-511
2'-3" 52'-1" 1'-8"
56'-0"
3'-0"
EXISTING ROOF
NEW R30 TPO
ROOFING SYSTEM
EXISTING ROOF LADDER,
MAINTAIN ACCESS DURING
CONSTRUCTION
AS-4002
AS-400
R.D.
O.D.
+8 5/8" +4"
+0
+6 1/4"
RTU-1
CU-1
SLOPE 1/4" PER FOOT (MIN.)
SLOPE 1/4" PER FOOT (MIN.)
S L O
P E
/4
P
E R
F O
T
(M
IN
CONTRACT LIMIT LINE
R30 ROOFING SYSTEM OVER 4" CONCRETE PAD
ECU-1 SPLIT
SYSTEM
AS-511
S L O
P E
/4
P
E R
F
O
T
M
IN
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
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 STAMPCONSULTANTS
321 4 5 6 7 8 9 10
PHILIP P. KIRK
CHIEF ENGINEER
552-CSI-162
7850 Freeway Circle
440.243.2000 t
Cleveland, OH 44130
440.243.3305 f
Arch. Proj. No.:
C U s e rs
\j c h o \D o c u m e n ts
\R
S
IT
E
P R
E P
P E
T -C
T jc h o
.r v t
/1
/2
:1
:2
A
M
AS-321
ROOF PLAN (DEDUCT ALTERNATE #2) SITE PREP FOR PET/CT
REPLACEMENT
4100 WEST THIRD STREET,
DAYTON, OHIO 45428
09/16/2020 CE/RG Author
BID & CONSTRUCTION
(REVISED)18111
SCALE: 1/4" = 1'-0"AS-321
1 FIRST FLOOR ROOF PLAN - DEDUCT ALTERNATE #2
Revisions: Date:
95% SUBMISSION 05-08-2020
BID & CONSTRUCTION 06-12-2020
1'-0" (3) EQUAL SPACES = 50'-0" 1'-0"
METAL TIE RODS
(TYP.)
S L O
P E
/4
P
E R
F O
O T
S L O
P E
/4
P
E R
F O
O T
SLOPE 1/4"
PER FOOT
S L O
P E
/4
P
E R
F O
O T
SLOPED INFILL
PANELS (TYP.)
2" OPENING
OUTRIGGER SUPPORTS AS REQ'D
AS-322
NOTE:
CANOPY SHOWN FOR DESIGN INTENT ONLY. APPROVED
MANUFACTURER SHALL DELEGATED DESIGN SUBMITTTAL
SIGNED AND SEALED BY A LICENSED ENGINEER.
BACK TO BACK 6" METAL STUDS, @ CANOPY ATTACHMENTS, REFER TO STRUCT. DWGS.
TIE-RODS AND ANCHORS
2X8 ALUMINUM TUBE FASCIA
ALUMINUM INFILL PANEL, WITH 1X
SUPPORTS AS REQUIRED. SLOPE
1/4" PER FOOT MIN.
2"
9' - 0"
BOTTOM OF CANOPY
AS-322
S L O
P E
/4
P
E R
F O
O T
2" OPENING
METAL TIE-RODS
SLOPED INFILL PANELS
10'-0" 10'-10"
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
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 STAMPCONSULTANTS
321 4 5 6 7 8 9 10
PHILIP P. KIRK
CHIEF ENGINEER
552-CSI-162
7850 Freeway Circle
440.243.2000 t
Cleveland, OH 44130
440.243.3305 f
Arch. Proj. No.:
C U s e rs
\j c h o \D o c u m e n ts
\R
S
IT
E
P R
E P
P E
T -C
T jc h o
.r v t
/1
/2
:1
:2
A
M
AS-322
ENLARGED CANOPY PLAN AND DETAILS SITE PREP FOR PET/CT
REPLACEMENT
4100 WEST THIRD STREET,
DAYTON, OHIO 45428
09/16/2020 CE/RG Author
BID & CONSTRUCTION
(REVISED)18111
SCALE: 1/2" = 1'-0"AS-322
1 ENLARGED CANOPY PLAN
SCALE: 1 1/2" = 1'-0"AS-322
2 SECTION AT CUSTOM FABRICATED CANOPY
SCALE: 1/2" = 1'-0"AS-322
3 ENLARGED CANOPY - DEDUCT ALTERNATE #3
Revisions: Date:
65% SUBMISSION 02-24-2020
65% RE-SUBMISSION 03-31-2020
95% SUBMISSION 05-08-2020
BID & CONSTRUCTION 06-12-2020
T.O. PARAPET
ADDITION
15' - 2"
AS-500
SQ RPON.1 Q.9
EXISTING NEW PET/CT ADDITION
FIRE RATED
WINDOW SYTEM
BRICK (BR-1)
MASONRY TO
MATCH EXISTING
PERFORATED METAL
PANEL SCREEN WALL
(MT-1)
CORBELED BRICKEXISTING
ROOF LADDER
EXISTING BRICK
MASONRY
AS-510
AS-510
LL LL LL
RELOCATED EXISTING OVERFLOW
ROOF DRAIN DOWNSPOUT
SOLDIER COURSE
(BR-2)
2" EXPANSION JOINT
LL LL
SLIDING PANEL
T.O. STEEL
13' - 2"SOLDIER COURSE
(BR-1)
PRE-FABRICATED
METAL CANOPY
21' - 3"
T.O. ROOF
SCREEN PANELS
FIRST FLOOR
0"
0 - BASEMENT
-19' - 3 15/16"
T.O. PARAPET
ADDITION
15' - 2"
3 1
AS-500
MANUFACTURED
STONE VENEER
(ST-1)
BRICK (BR-1)
MASONRY TO
MATCH EXISTING
PERFORATED METAL
PANEL SCREEN WALL
(MT-1)
AS-510
AS-510
JJ
OVERFLOW
DOWNSPOUT WITH
REMOVABLE
SCREEN
SOLDIER COURSE
(BR-2)
BRICK MASONRY
(BR-2)
LEAD LINED WINDOW SYSTEM
DEDUCT ALTERNATE #1 -
PROVIDE STONE VENEER IN
LIEU OF WINDOW SYSTEM
T.O. STEEL
13' - 2"
PRE-FABRICATED
METAL CANOPY
21' - 3"
T.O. ROOF
SCREEN PANELS
FIRST FLOOR
0"
T.O. PARAPET
ADDITION
15' - 2"
AS-500
S QR P O N.1
EXISTINGNEW PET/CT
ADDITION
MANUFACTURED
STONE VENEER
(ST-1)
PERFORATED METAL
PANEL SCREEN WALL
(MT-1)
WINDOW SYSTEM
DEDUCT ALTERNATE #1 -
PROVIDE STONE VENEER IN
LIEU OF WINDOW SYSTEM)
BRICK MASONRY
(BR-2)
SOLDIER COURSE
(BR-2)
AS-511
KK
EXIST. RTU
BEYOND
T.O. STEEL
13' - 2"
21' - 3"
T.O. ROOF
SCREEN PANEL
FIRST FLOOR
0"
T.O. PARAPET
ADDITION
15' - 2"
1 1.7
EXISTINGNEW PET/CT ADDITION
MANUFACTURED
STONE VENEER
(ST-1)
PERFORATED METAL
PANEL SCREEN WALL
(MT-1)
SOLDIER COURSE
(BR-2)
BRICK MASONRY
(BR-2)
T.O. STEEL
13' - 2"
EXISTING MASONRY WALL
2" EXPANSION JOINT
21' - 3"
T.O. ROOF
SCREEN WALL
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
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 STAMPCONSULTANTS
321 4 5 6 7 8 9 10
PHILIP P. KIRK
CHIEF ENGINEER
552-CSI-162
7850 Freeway Circle
440.243.2000 t
Cleveland, OH 44130
440.243.3305 f
Arch. Proj. No.:
C U s e rs
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A
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AS-400
EXTERIOR ELEVATIONS SITE PREP FOR PET/CT
REPLACEMENT
4100 WEST THIRD STREET,
DAYTON, OHIO 45428
09/16/2020 CE/RG Author
BID & CONSTRUCTION
(REVISED)18111
SCALE: 1/8" = 1'-0"AS-400
3 SOUTH ELEVATION
SCALE: 1/8" = 1'-0"AS-400
2 EAST ELEVATION
SCALE: 1/8" = 1'-0"AS-400
1 NORTH ELEVATION
SCALE: 1/8" = 1'-0"AS-400
4 WEST ELEVATION
Revisions: Date:
35% SUBMISSION 12-12-2019
65% SUBMISSION 02-24-2020
65% RE-SUBMISSION 03-31-2020
95% SUBMISSION 05-08-2020
BID & CONSTRUCTION 06-12-2020
T.O. PARAPET
ADDITION
15' - 2"
3 1
AS-500
1C137H
EQUIPMENT
ROOM
1C137G
EXAM ROOMC1-51C
CORRIDOR
PATIENT LIFTPATIENT RAIL
SYSTEM
SUPPORT RAIL
STRUCTURAL UNI-STRUT
SUPPORT SYSTEM
TIE-ROD BY PATIENT
LIFT MANUFACTURER
LEAD LINED
VIEW WINDOW
T.O. STEEL
13' - 2"
DISCOVERY MI
(PET/CT)
T.O. ROOF SCREEN PANEL
21' - 3"
FIRST FLOOR
0"
T.O. PARAPET
ADDITION
15' - 2"
AS-500
SQ RPON.1
AS-511
1C137L
PATIENT
PREP
C1-51D
CORRIDOR1C137G
EXAM ROOM
1C137D
CONTROL
ROOM
1C137C
EXISTING
EXAM ROOM
PERFORATED METAL
PANEL SCREEN WALL
(MT-1)
T.O. STEEL
13' - 2"
PATIENT LIFT
PATIENT RAIL
SYSTEM
DISCOVERY MI
(PET/CT)
21' - 3"
T.O. ROOF SCREEN WALL
SUPPORT RAIL
STRUCTURAL UNI-STRUT
SUPPORT SYSTEM
TIE-ROD BY PATIENT
LIFT MANUFACTURER
EXIST. PATIENT LIFT
EXIST. SUPPORT
RAIL
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
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 STAMPCONSULTANTS
321 4 5 6 7 8 9 10
PHILIP P. KIRK
CHIEF ENGINEER
552-CSI-162
7850 Freeway Circle
440.243.2000 t
Cleveland, OH 44130
440.243.3305 f
Arch. Proj. No.:
C U s e rs
\j c h o \D o c u m e n ts
\R
S
IT
E
P R
E P
P E
T -C
T jc h o
.r v t
/1
/2
:1
:2
A
M
AS-500
BUILDING SECTIONS SITE PREP FOR PET/CT
REPLACEMENT
4100 WEST THIRD STREET,
DAYTON, OHIO 45428
09/16/2020 CE/RG Author
BID & CONSTRUCTION
(REVISED)18111
SCALE: 1/4" = 1'-0"AS-500
1 BUILDING SECTION - CROSS (PHASE I)
SCALE: 1/4" = 1'-0"AS-500
2 BUILDING SECTION - LONGITUDINAL (PHASE I)
Revisions: Date:
65% SUBMISSION 02-24-2020
65% RE-SUBMISSION 03-31-2020
95% SUBMISSION 05-08-2020
BID & CONSTRUCTION 06-12-2020
File details come from the government source that posted it. Updated .