P09 657-502 Bid Drawings Part 4 of 10 Architectural 1-19 pages.pdf
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- Attached to
- Expand and Upgrade Building 42 for Laboratory
- Solicitation number
- 36C25520R0073
About this file
This solicitation document, number 36C25520R0073, is for the expansion and upgrade of Building 42 for laboratory use at the Marion VA Medical Center.
The solicitation involves upgrading an existing building to accommodate new laboratory functions. The Department of Veterans Affairs Veterans Health Administration Veterans Integrated Service Network 15 is the contracting agency. The scope of work includes architectural and structural additions and renovations to the building, as well as associated mechanical, electrical, and plumbing systems work.
Drawings and specifications are provided to outline the required demolition, new construction, interior build-outs, and systems upgrades. The work includes additions, a new stair and elevator tower, interior renovations, and roof replacements or repairs. A deadline of November 8, 2019 is given for questions from bidders, with bids due on an unspecified later date. The location of performance is the Marion VA Medical Center.
This summary focuses on the salient details regarding the scope of work and deadlines. It does not include legal language, terms and conditions, or other non-essential information from the solicitation document.
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Text version
AD1012
11 13
Approximate location of existing electrical vault
Approximate location of existing signal vault
Existing Steam Tunnel 20
Approx. location of existing emergency power feeder
Note: Refer to civil sheets for more site demolition
AD101
Existing Wall to be Demolished
Existing Wall to Remain
Existing Door to be Demolished
Existing Door to Remain
Demolition Plan Legend
Scope of Work
No Work This Area - Out of Contract1
Remove Existing Concrete wall, stairs, and associated items. See Plan for Additional Information.
Remove Existing Exterior Door for Installation of new Door inside existing Frame. See Plan for Additonal Information
Remove existing 2" of Exterior Insulation Finishing System (EIFS) and Exterior Sheathing to Existing Metal Studs to prepare for Proposed Addition.
Existing rough opening to be reused. Remove Existing door and frame. See Plan 1/A101A for additional information.
Keynote Legend - Existing Building Demolition Plans
See Civil for site demolition2
Existing Louver to Remain.8
Remove portion of existing roof parapet and coping for new door from 2nd floor of new addition
Existing Roof Parapet to Remain. Remove Existing Roof Coping for installation of new flashing/expansion joint between existing Building 42 and New Lab Building Addition.
Partial demolition of existing tunnel; see building section.11
Remove Retaining wall and associated items12
Exisiting Tunnel to Remain; See Plan for Extents of Demolition Required by New Building
Line of Proposed Addition; See Plan for Additional Information
Remove portion of exterior wall at connection to addition.
Coordinate w/ plan.
Remove portion of existing parapet for existing roof access from the 1st floor. See plan.
Existing louvers to remain17
Remove existing exterior stair and handrails in its entirety.18
Exisitng EIFS to remain19
Existing site utilities are within the safe work setback of excavation. G.C. to provide shoring as required.
Existing site EP to building 42 is encased in concrete. No excavation with heavy impact equipment or tool allowed over E.P. Feeder
Partial demolition of existing tunnel. See plan.22
Ground Floor Level 100'-0"
T.O. Existing Parapet 119'-0"
Tunnel Level 87'-9"
B.2
A500
Ground Floor Level 100'-0"
Tunnel Level 87'-9"
4.5
Drawing Title Project Title
Date
Location
Checked
Building Number
Project Number
Drawing Number
Drawn
Revisions: Date
CONSULTANTS: ARCHITECT/ENGINEERS:
42-AdditionApproved: Associate Director
Approved: Chief of Staff
Approved: Chief Engineer
Approved: Infection Control
Approved: Safety Officer
Approved: Chief, Police & Security o n e e ig h th in c h o n e fo o t 1
B
A
C
D
E
F th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t
VA FORM 08-6231, OCT 1978
1 2 3 4 5 6 87 9
F
E
D
C
B
A
97 8654321
1 Memorial Dr. STE 1800 Saint Louis, MO 63102
Tel Fax
314.621.4343 314.621.0261
220 N College Ave Indianapolis, IN 46202
Tel Fax
317.464.9090 317.464.9393
Office of Facilities
ManagementMcComas Engineers 1717 E 116th Street Carmel, IN 46032
Tel Fax
317.580.0402 317.582.0766
Structural
Asaturian Eaton & Assoc.
1440 Old West Main Carbondale, IL 62901
Tel Fax
618.529.3414 618.529.3423
Civil
John A Jurgiel & Assoc.
123 N. Main Street St. Charles, MO 63301
Tel 636.757.3060 636.757.3064
Industrial Hygenist
Heapy Engineering 1400 W. Dorothy Lane Dyton OH 45409
Tel 618.529.5262
Electrical
11/7/2019 15:39:27
Main Level Demolition Plan Expand & Upgrade Building 42 for Laboratory
AD101
657-502
Marion, IL
11-08-2019
Bid Documents
RD AJS
N
1/8" = 1'-0"1 Ground Floor Demolition Plan
General Notes - Demolition Plans
A Demolition and construction must be sequenced and coordinated to ensure that the building owner's operations are continuously mantained.
B This demolition plan reflects information gathered from existing conditions drwawings and architects feild observations. Contractor to verify accuracy of information and include all required demolition in their bid & report any discrepancies to the architect.
C Items to be demolished, removed, or relocated are shown dashed. Existing items to remain shall be protected during construction by contractor. Patch and repair any surfaces disturbed by demolition that are to remain.
D Remove all flooring finishes and base unless otherwise noted. Prepare slab and existing walls that are to remain for new finishes.
E Protect all medical equipment and associated medical items during construction.
F All demolition and construction areas must have ante rooms as required and described in the specifications. Verify exact locations of ante rooms with COR.
1/8" = 1'-0"2 Elevation - EIFS Demolition - West
Addendum 1
1/4" = 1'-0"3 Building Section - Extent of Tunnel Demolition
E x is ti n g R o o f
Existing Roof
AD1012
A.2A.2
A.6A.6
2.5
2.5
3.5
3.5
4.5
4.5
No Work This Area - Out of Contract1
Remove Existing Concrete wall, stairs, and associated items. See Plan for Additional Information.
Remove Existing Exterior Door for Installation of new Door inside existing Frame. See Plan for Additonal Information
Remove existing 2" of Exterior Insulation Finishing System (EIFS) and Exterior Sheathing to Existing Metal Studs to prepare for Proposed Addition.
Existing rough opening to be reused. Remove Existing door and frame. See Plan 1/A101A for additional information.
Keynote Legend - Existing Building Demolition Plans
See Civil for site demolition2
Existing Louver to Remain.8
Remove portion of existing roof parapet and coping for new door from 2nd floor of new addition
Existing Roof Parapet to Remain. Remove Existing Roof Coping for installation of new flashing/expansion joint between existing Building 42 and New Lab Building Addition.
Partial demolition of existing tunnel; see building section.11
Remove Retaining wall and associated items12
Exisiting Tunnel to Remain; See Plan for Extents of Demolition Required by New Building
Line of Proposed Addition; See Plan for Additional Information
Remove portion of exterior wall at connection to addition.
Coordinate w/ plan.
Remove portion of existing parapet for existing roof access from the 1st floor. See plan.
Existing louvers to remain17
Remove existing exterior stair and handrails in its entirety.18
Exisitng EIFS to remain19
Existing site utilities are within the safe work setback of excavation. G.C. to provide shoring as required.
Existing site EP to building 42 is encased in concrete. No excavation with heavy impact equipment or tool allowed over E.P. Feeder
Partial demolition of existing tunnel. See plan.22
Existing Wall to be Demolished
Existing Wall to Remain
Existing Door to be Demolished
Existing Door to Remain
Demolition Plan Legend
Scope of Work
Drawing Title Project Title
Date
Location
Checked
Building Number
Project Number
Drawing Number
Drawn
Revisions: Date
CONSULTANTS: ARCHITECT/ENGINEERS:
42-AdditionApproved: Associate Director
Approved: Chief of Staff
Approved: Chief Engineer
Approved: Infection Control
Approved: Safety Officer
Approved: Chief, Police & Security o n e e ig h th in c h o n e fo o t 1
B
A
C
D
E
F th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t
VA FORM 08-6231, OCT 1978
1 2 3 4 5 6 87 9
F
E
D
C
B
A
97 8654321
1 Memorial Dr. STE 1800 Saint Louis, MO 63102
Tel Fax
314.621.4343 314.621.0261
220 N College Ave Indianapolis, IN 46202
Tel Fax
317.464.9090 317.464.9393
Office of Facilities
ManagementMcComas Engineers 1717 E 116th Street Carmel, IN 46032
Tel Fax
317.580.0402 317.582.0766
Structural
Asaturian Eaton & Assoc.
1440 Old West Main Carbondale, IL 62901
Tel Fax
618.529.3414 618.529.3423
Civil
John A Jurgiel & Assoc.
123 N. Main Street St. Charles, MO 63301
Tel 636.757.3060 636.757.3064
Industrial Hygenist
Heapy Engineering 1400 W. Dorothy Lane Dyton OH 45409
Tel 618.529.5262
Electrical
11/7/2019 15:39:29
Existing Roof Demolition Plan Expand & Upgrade Building 42 for Laboratory
AD102
657-502
Marion, IL
11-08-2019
Bid Documents
RD AJS
N
1/8" = 1'-0"1 Existing Roof Demolition Plan
General Notes - Demolition Plans
A Demolition and construction must be sequenced and coordinated to ensure that the building owner's operations are continuously mantained.
B This demolition plan reflects information gathered from existing conditions drwawings and architects feild observations. Contractor to verify accuracy of information and include all required demolition in their bid & report any discrepancies to the architect.
C Items to be demolished, removed, or relocated are shown dashed. Existing items to remain shall be protected during construction by contractor. Patch and repair any surfaces disturbed by demolition that are to remain.
D Remove all flooring finishes and base unless otherwise noted. Prepare slab and existing walls that are to remain for new finishes.
E Protect all medical equipment and associated medical items during construction.
F All demolition and construction areas must have ante rooms as required and described in the specifications. Verify exact locations of ante rooms with COR.
U
U
D
D
E x is ti n g W a lk
Existing Walk
E x is ti n g W a lk
New Drive
New walk;
RE: Civil
DN
Emergency Room Addition
Existing Medical Building
Entry
Existing Drive
DN
Existing Passage/Tunnel
Existing CLC Building
Existing Building
N e w
D ri v e
E x is ti n g
New ParkingExisting ParkingExisting Parking
Existing Below Grade Tunnel to Remain, Shown Dashed
Existing Below Grade Tunnel to Remain,Shown Dashed
Proposed Addition
Existing Walk
Note: Refer to civil sheets for more site demolition
Line of existing emergency power duct bank to remain
New Drain Tile
New Drain Tile
New Drain Tile
Existing Building
A001
Existing Drain Tile
New Drain Tile at Existing Tunnel Location
Existing Passage/Tunnel Under Proposed Addition, Shown Dotted
Existing Drive
6" 6" 6"
1'-6"
"Steel Pipe (fill with concrete)
1/2" compressible filler and sealant
Asphalt or concrete (RE: Civil)
Steel pipe sleeve (grout bollard at sleeve)
Bollard cover - caulk at base
Existing Medical Building
New concrete pad; RE: Civil
DN
Entry
Existing Below Grade Steam Tunnel to Remain; Shown Dashed
Proposed Addition
Line of existing emergency power duct bank to remain
New walk - RE Civil
6" Diameter Concrete -Filled steel pipe bollard (with cap);
RE: 3/A001
/8
5'-0" 5'-0" 5'-0" 5'-0" 10'-0"
A001
Line of existing crosswalk
A350
Line of walk to center on existing crosswalk RE: civil
C J
C J E J E JC J
E J E J E J C JC JC JC J
6'-0"
E J
C J
EJ, TYP
1/2" compressible filler and sealant
New drive; RE:
CivilC J C J
EQ. EQ. See Civil
1" minus gravel base compacted to meet side walk compaction
Sidewalk
4"- 8" Thick stepping stones
Provide 1/2" compressible asphaltic membrane between stone and curb/walk.
See Civilsidewalk at entry
4" MIN
Drawing Title Project Title
Date
Location
Checked
Building Number
Project Number
Drawing Number
Drawn
Revisions: Date
CONSULTANTS: ARCHITECT/ENGINEERS:
42-AdditionApproved: Associate Director
Approved: Chief of Staff
Approved: Chief Engineer
Approved: Infection Control
Approved: Safety Officer
Approved: Chief, Police & Security o n e e ig h th in c h o n e fo o t 1
B
A
C
D
E
F th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t
VA FORM 08-6231, OCT 1978
1 2 3 4 5 6 87 9
F
E
D
C
B
A
97 8654321
1 Memorial Dr. STE 1800 Saint Louis, MO 63102
Tel Fax
314.621.4343 314.621.0261
220 N College Ave Indianapolis, IN 46202
Tel Fax
317.464.9090 317.464.9393
Office of Facilities
ManagementMcComas Engineers 1717 E 116th Street Carmel, IN 46032
Tel Fax
317.580.0402 317.582.0766
Structural
Asaturian Eaton & Assoc.
1440 Old West Main Carbondale, IL 62901
Tel Fax
618.529.3414 618.529.3423
Civil
John A Jurgiel & Assoc.
123 N. Main Street St. Charles, MO 63301
Tel 636.757.3060 636.757.3064
Industrial Hygenist
Heapy Engineering 1400 W. Dorothy Lane Dyton OH 45409
Tel 618.529.5262
Electrical
11/7/2019 15:36:31
Architectural Site Plan Expand & Upgrade Building 42 for Laboratory
A001
657-502
Marion, IL
11-08-2019
Bid Documents
RD AJS
N
1" = 20'-0"1 Enlarged Architectual Site Plan @ Addition
1/2" = 1'-0"2 STEEL PIPE BOLLARD DETAIL
N
1" = 10'-0"3 Enlarged Architectural Site Plan @ Entry 1/2" = 1'-0"4 Stepping Stones Section
DN
AA
BB
CC
DD
A301
1'-1 1/4" 10'-11" 5'-10 3/4" 1'-7 1/4" 22'-6" 30'-0" 29'-0 3/8" 25'-5 5/8"
A300
A201
A2011
A500
R a m p U p
:2
M a x
Controlled Access - Single exit door provided
A301
Elevator Machine
Room
ESB004
Tunnel Access
ECSB002
Stair/Elev Vestibule
ECSB001
Line of Concrete Pad
Elevator
EL1
A350
A200 2
A200
6 5/8"
ESB005A
/4
/4
12'-0 1/4" 7'-0 1/4" 82'-0 1/8" 2'-3" 23'-2 5/8" 1'-9 3/8"
A500
A501
A500
Existing Ramp Down
Unfinished Basement
ESB005
Roof Drain
Roof Drain
E S
B
A350
Existing Tunnel
ECSB003
Existing Steam lines below.
See civil drawings.
A501
2.1
B.2B.2
A500
New AdditionExisting Medical Building
8'-11 1/4" 30'-0" 30'-0" 29'-0 3/8" 25'-5 5/8"
85'-10"Lower Level @
E C
S B
Sub Basement
Exist.
Line of floor above
/8
/2
/4
/4
E
D
D
C2
J
E
Concrete Mud Slab at 4" below future finish floor - Unfinished Basement Floor
C
C2
D
D
A521
Existing Exit
A521
2.2
C.2C.2
Unfinished Space
/2
87'-9"
Up
/8
/4
/8
128'-3 5/8"
100'-2 5/8"
/8
8'-0" MAX
7'-0" MIN
New Compressed/Expandable expansion joint seal
1'-6"
C
/8
4'-10"
8'-0"
2'-1 5/8" 7'-0"
6"
G
G
TEMP Ramp DownCorridor
ECSB004
Temporary Corridor
ECSB005
1'-6" 23'-3"
ECSB004
ECSB005TEMP Ramp Down
GWB Expansion Joint with Sealant
Compressed/Expandable Expansion Joint Seal
VIF
7 3/4"
9'-0"
Saw-cut opening in existing tunnel wall for Tunnel Access ECSB002
Saw-cut opening in existing tunnel wall for Corridor ECSB004 access
A.2A.2
A.6A.6
2.5 3.5
3.5
4.5
4.5
New Concrete Knee Wall
VIF
8 3/8"
GC to provide formed shoring to protect existing utility tunnel and vaults for work
Existing utility manhole and vault
Saw-cut opening in existing retaining wall for temp tunnel access
Line of existing ER Addition N.I.C.
Existing Tunnel to remain
Fully recessed Fire Extinguisher Cabinet FEC. At rated partitions provide additional GWB layers behind cabinet or 3M pads to maintain wall rating.
Line of exposed structural bracing. No fire-proofing required on structural bracing.
A100
Main Hospital
Outpatient ClinicDental/S
PD &
Clinics
Dental/S
PD &
Clinics
Canteen/ Clinics P ro p o s e d
A d it io n
Engineering / Safety
East Trailer
SNRF
Project Location
N
Existing Wall
New Wall
New Door
Existing Door
Floor Plan Legend
New concrete foundation wall for stairs used as temp wall.
2x BLKG
1-1/2" DIA. wood handrail held 1-1/2" off wall surface.
3/4" Exterior Grade Plywood sheathing
3-1/2" Treated Wood Studs 16" O.C. w/ 3" batt insulation
4'-4 1/2"
Drawing Title Project Title
Date
Location
Checked
Building Number
Project Number
Drawing Number
Drawn
Revisions: Date
CONSULTANTS: ARCHITECT/ENGINEERS:
42-AdditionApproved: Associate Director
Approved: Chief of Staff
Approved: Chief Engineer
Approved: Infection Control
Approved: Safety Officer
Approved: Chief, Police & Security o n e e ig h th in c h o n e fo o t 1
B
A
C
D
E
F th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t
VA FORM 08-6231, OCT 1978
1 2 3 4 5 6 87 9
F
E
D
C
B
A
97 8654321
1 Memorial Dr. STE 1800 Saint Louis, MO 63102
Tel Fax
314.621.4343 314.621.0261
220 N College Ave Indianapolis, IN 46202
Tel Fax
317.464.9090 317.464.9393
Office of Facilities
ManagementMcComas Engineers 1717 E 116th Street Carmel, IN 46032
Tel Fax
317.580.0402 317.582.0766
Structural
Asaturian Eaton & Assoc.
1440 Old West Main Carbondale, IL 62901
Tel Fax
618.529.3414 618.529.3423
Civil
John A Jurgiel & Assoc.
123 N. Main Street St. Charles, MO 63301
Tel 636.757.3060 636.757.3064
Industrial Hygenist
Heapy Engineering 1400 W. Dorothy Lane Dyton OH 45409
Tel 618.529.5262
Electrical
11/7/2019 15:36:35
Overall Lower Level Plan Expand & Upgrade Building 42 for Laboratory
A100
657-502
Marion, IL
11-08-2019
Bid Documents
RD AJS
N
1/8" = 1'-0"1 Basement Plan
Not to Scale
Key Plan
General Notes - Floor Plans
A All work shown "Not In Contract" (NIC) may be accomplished by a contractor who is not included as part of the construction agreement. The GC is to coordinate with "other" contractors performing NIC work wich impacts or relates to work which is part of the construction aggreement.
B All Partitions to be type "B" unless otherwise noted.
C All dimensions are from column center line to face of partition UON under no circumstances shall any measurement be scaled from the drawings. Any measurement not given an actual number dimension should be brought to the architect's attention before proceeding.
D All demolition and construction areas must have ante rooms as required and described in the specifications. Verify exact locations of ante rooms with COR.
E Frame furring at columns as tight as possible to spray-on fire proofing.
1/2" = 1'-0"2 Plan Section
UP
Existing Wall
New Wall
New Door
Existing Door
Floor Plan Legend
A
B
C
D
ER
Addition
3110G
Open Office
E010
PSA
E014
Office
E012
Office
E013
Shared Office
E015
Office
E017 Station
E011
Station
E009
Station
E007
Station
E005
Station
E003
Phlebotomy
E002
Waiting
E001
Corridor
EC028
Main Lab
E019
IT
E025
Bio-Safety Level 3
E019B
Histology
E023
A301
10'-11" 30'-0" 30'-0" 29'-0 3/8" 25'-5 5/8"
Existing Electrical
Room
Acid/Base
E023A
Blood Bank
E021
Conference Room
E026
Matchline See: 1 / A101B
Matchline See: 1 / A101A
A300
A2011
A500
Alcove
E010A
Corridor
E018C
/4
/4
/8
/8
1'-7 1/8" 16'-9 3/4" 24'-1 1/4" 30'-0" 29'-0 3/8" 25'-5 5/8"
A301
A300
A300
Shared Office
E016
A350
A200 2
A200
A500
A501
A120
A500
19'-8" 109'-3 1/2"
128'-9 5/8"
/4
/8
/4
/8
7'-11 3/4" 3'-8 3/4" 14'-0" 46'-0" 4'-0" 6'-0" 4'-0" 6'-0" 4'-0" 4'-10 7/8"
100'-7 3/8"
E028
A501
A501
A350
E
2.1
B.2
Core / Specimen
E018
Break Room
E024
HAC
E024A
P. Toilet
E006
Toilet
E020
ADA Toilet
E022
P. Toilet
E004
Pyxis Storage
E008
/8
Stair/Elev Vestibule
EC027
Elevator
EL1
Grade Entry
94'-0"
Corridor
E018B
A500
Microbiology
E019A
1 1 1
1'-6"
/4
/8
/8
A350
Matchline See: 1 / A101B
Matchline See: 1 / A101A3
Cooler
E018A
5'-1 1/4"
2.2
C.2
E S
B
A120
/8
M
IN
M
IN3
A.2
A.6
2.5 3.5
3.5
4.5
4.5
/8
/8
4 4 4
Main Hospital
Outpatient ClinicDental/S
PD &
Clinics
Dental/S
PD &
Clinics
Canteen/ Clinics P ro p o s e d it io n
Engineering / Safety
East Trailer
SNRF
Project Location
N
Line of existing ER Addition. N.I.C.1
Existing tunnel to remain2
Fully recessed Fire Extinguisher Cabinet FEC. At rated partitions provide additional GWB layers behind cabinet or 3M pads to maintain wall rating.
Keynote Legend - Overall Ground Floor Plan
Window deduct alternate; omit windows in location noted and in-fill with exterior partition similar to above and below curtain wall.
Line of exposed structural bracing. No fire-proofing required on structural bracing.
Site Bollards; see 4/A001 for Locations and Details6
Line of Control Joint; Coordinate with Structural Drawings7
Line of Foundation Wall Below; RE: Structural Drawings8
Face of existing building.9
Drawing Title Project Title
Date
Location
Checked
Building Number
Project Number
Drawing Number
Drawn
Revisions: Date
CONSULTANTS: ARCHITECT/ENGINEERS:
42-AdditionApproved: Associate Director
Approved: Chief of Staff
Approved: Chief Engineer
Approved: Infection Control
Approved: Safety Officer
Approved: Chief, Police & Security o n e e ig h th in c h o n e fo o t 1
B
A
C
D
E
F th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t
VA FORM 08-6231, OCT 1978
1 2 3 4 5 6 87 9
F
E
D
C
B
A
97 8654321
1 Memorial Dr. STE 1800 Saint Louis, MO 63102
Tel Fax
314.621.4343 314.621.0261
220 N College Ave Indianapolis, IN 46202
Tel Fax
317.464.9090 317.464.9393
Office of Facilities
ManagementMcComas Engineers 1717 E 116th Street Carmel, IN 46032
Tel Fax
317.580.0402 317.582.0766
Structural
Asaturian Eaton & Assoc.
1440 Old West Main Carbondale, IL 62901
Tel Fax
618.529.3414 618.529.3423
Civil
John A Jurgiel & Assoc.
123 N. Main Street St. Charles, MO 63301
Tel 636.757.3060 636.757.3064
Industrial Hygenist
Heapy Engineering 1400 W. Dorothy Lane Dyton OH 45409
Tel 618.529.5262
Electrical
11/7/2019 15:36:39
Overall Ground Floor Plan Expand & Upgrade Building 42 for Laboratory
A101
657-502
Marion, IL
11-08-2019
Bid Documents
RD AJS
General Notes - Floor Plans
A All work shown "Not In Contract" (NIC) may be accomplished by a contractor who is not included as part of the construction agreement. The GC is to coordinate with "other" contractors performing NIC work wich impacts or relates to work which is part of the construction aggreement.
B All Partitions to be type "B" unless otherwise noted.
C All dimensions are from column center line to face of partition UON under no circumstances shall any measurement be scaled from the drawings. Any measurement not given an actual number dimension should be brought to the architect's attention before proceeding.
D All demolition and construction areas must have ante rooms as required and described in the specifications. Verify exact locations of ante rooms with COR.
E Frame furring at columns as tight as possible to spray-on fire proofing.
N
1/8" = 1'-0"1 Ground Floor Plan
Not to Scale
Key Plan
BB
5 6
A300
A300
Open Office
E010
PSA
E014
Office
E012
Office
E013
Shared Office
E015
Office
E017
Station
E011
Station
E009
Station
E007
Station
E005
Station
E003
Phlebotomy
E002
Waiting
E001
Corridor
EC028
Main Lab
E019
IT
E025
Existing Electrical
Room
CB456
Room
CB457
Acid/Base
E023A
Blood Bank
E021
Conference Room
E026
Alcove
E010A
Corridor
E018C
9 3/8" 20'-7" 8'-0 1/8" 8'-1" 8'-1" 8'-1" 8'-1" 9'-10" 9'-10" 8'-1 1/8" Clear 4 1/4"
2'-0 3/8"
9 3/8"
/8
/8
/8
/8
/8
2'-8 1/2"
8'-0 1/2"
1'-2 1/4" 11 1/4" 19'-3 1/4" 16'-1 5/8" 9'-1" 6'-4 7/8" 8'-10" 14'-10 5/8" 12'-7 3/8"
2'-6 1/4"
Shared Office
E016
A301
A301
E003 E005 E007 E009 E011
E
E016
E014
E012
E010A
E
E
E
E
E018C
A500
A120
C1
B
C1
G
C1
A600 1
A600
A501
A501
B.2
/8
/8
/8
/8
/2
/8
32'-8 1/4" 8'-10 7/8" 6'-4 7/8" 9'-4 1/4" 6'-4 7/8" 8'-10" 9'-4 1/2" 20'-7 3/4" 9 3/8"
Histology
E023
Core / Specimen
E018
/8
/8
/4
/8
/8
/8
/8
/2
/8
/2
/8
/8
/8
/2
/8
/8
Main Lab
E019
A600
J
J
C2
C2
C1
C1
E
G2
G2
C1
E
A
E
E
A
E022 E008A
E020
E
B
C1
C1
C1
E
BB
B
B
H
H
BBB
C1
B
BB
B
B
B
BB
B
B
B G B
BB
G
B
B
B
B
B
B
B
G1G1
C1
A2011
A500
A350
Matchline See: 1 / A101B
New AdditionExisting Medical Building
E028
Break Room
E024
GG
3 1 1
2'-6 3/8" 14'-10" 2'-9 3/4"
E002
P. Toilet
E004
P. Toilet
E006
E004 E006
Corridor
E018B
E008B
G
G
E
G
G
A350
DN
G
GG
G
A601 1
12'-10 7/8"
7 1/8" 1'-10 7/8"
G
" 2'-0" 4'-0" 2'-0"
6'-10" 8'-9"
E026B
HAC
E024A
Pyxis Storage
E008
Toilet
E020
ADA Toilet
E022
A601
A120
14 1513
2'-1"
2'-6"
1'-0 3/4"
/4
13 14
A600 3
B
B
H
B
G2
J
G2
G2K
5"
Align
GG
A300
A.2
A.6
3.5
3.5
4.5
4.5
G2
SOUTH
NORTH
Existing Wall
New Wall
New Door
Existing Door
Floor Plan Legend
Cased pass thru. See elevation for heights1
Existing tunnel to remain2
Fully recessed fire extinguisher cabinet3
Frame furring tight to fireproofing4
Mop Sink, Re: MEP5
Frame tight to lateral bracing. Field Verify.6
Provide 2" Minimum between panel and face of wall7
Stainless Steel Corner Guard 2" x 48" H. Reinforce Corner Framing with 20 GA. MTL Studs; See Finish Plan for Additional Information
Keynote Legend - 1st Floor Plan
PVC Snap over Corner Guard 2 1/2" x 48" H; See Finish Plan for Additional Information
Handrail; See Finish Plan for Additional Information10
Built-In Bench with Cushions; See Elevations11
Curved Partial Height Wall with 1/2" Tempered Glass Partition; See Elevation and Details
Built-in Countertop Sink; See P-Series for Additional Information
Base Cabinet and Countertop. See Elevations and Details for Additional Information
Upper Wall-Hung Cabinets; See Elevations and Details for Additional Information
Prefabricated Walk-in Cooler.16
Solid Surface Countertop. Provide Wall Cleats & Metal Support Brackets @ 4'-0" OC MAX
Existing louver to remain.18
Existing column to remain.19
Provide FT wood blocking or 18 GA sheet metal and data (see ELEC). Provide a mock up and/or review room layout with user.
Expansion Joint Cover - Re: Spec.21
Metal base cabinets and 30" deep counter at 36" AFF per spec.
25" deep work counter at 30" AFF per spec23
Filler Panel and extended counter top per spec.24
Line of exposed structural bracing. No fire-proofing required on structural bracing.
Window deduct alternate; omit windows in location noted and in-fill with exterior partition similar to above and below curtain wall.
Safety shower, RE; P-Series drawings26
Drawing Title Project Title
Date
Location
Checked
Building Number
Project Number
Drawing Number
Drawn
Revisions: Date
CONSULTANTS: ARCHITECT/ENGINEERS:
42-AdditionApproved: Associate Director
Approved: Chief of Staff
Approved: Chief Engineer
Approved: Infection Control
Approved: Safety Officer
Approved: Chief, Police & Security o n e e ig h th in c h o n e fo o t 1
B
A
C
D
E
F th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t
VA FORM 08-6231, OCT 1978
1 2 3 4 5 6 87 9
F
E
D
C
B
A
97 8654321
1 Memorial Dr. STE 1800 Saint Louis, MO 63102
Tel Fax
314.621.4343 314.621.0261
220 N College Ave Indianapolis, IN 46202
Tel Fax
317.464.9090 317.464.9393
Office of Facilities
ManagementMcComas Engineers 1717 E 116th Street Carmel, IN 46032
Tel Fax
317.580.0402 317.582.0766
Structural
Asaturian Eaton & Assoc.
1440 Old West Main Carbondale, IL 62901
Tel Fax
618.529.3414 618.529.3423
Civil
John A Jurgiel & Assoc.
123 N. Main Street St. Charles, MO 63301
Tel 636.757.3060 636.757.3064
Industrial Hygenist
Heapy Engineering 1400 W. Dorothy Lane Dyton OH 45409
Tel 618.529.5262
Electrical
11/7/2019 15:36:43
Partial First Floor Plan - North Expand & Upgrade Building 42 for Laboratory
A101A
657-502
Marion, IL
11-08-2019
Bid Documents
RD AJS
N
1/4" = 1'-0"1 Ground Floor Plan
N
Not to Scale
Key Plan - North
General Notes - Floor Plans
A All work shown "Not In Contract" (NIC) may be accomplished by a contractor who is not included as part of the construction agreement. The GC is to coordinate with "other" contractors performing NIC work wich impacts or relates to work which is part of the construction aggreement.
B All Partitions to be type "B" unless otherwise noted.
C All dimensions are from column center line to face of partition UON under no circumstances shall any measurement be scaled from the drawings. Any measurement not given an actual number dimension should be brought to the architect's attention before proceeding.
D All demolition and construction areas must have ante rooms as required and described in the specifications. Verify exact locations of ante rooms with COR.
Addendum 1
CC
DD
2 3 4 5 6
A301
A300
A500
Stair/Elev Vestibule
EC027
Open Office
E010
PSA
E014
Corridor
EC028
Microbiology
E019A
Main Lab
E019
IT
E025
Bio-Safety Level 3
E019B
Histology
E023
Existing Electrical
Room
CB456
Acid/Base
E023A
Blood Bank
E021
Conference Room
E026
Corridor
E018C
2'-8 1/2" 8'-0 1/2" 4 7/8" 7'-10 3/4" 16'-3 3/8"
4 7/8"
8'-7 1/2" 27'-2 7/8" 3'-0 1/2" 2'-11 3/4" 6'-10" 8'-9" 6'-7 3/4" 2'-3 1/4"
23'-0" 2'-6" 9 3/8"
/8
/4
/4
/4
/8
A300
E
E023A
E
E019B
E018C
Shared Office
E016
A501
C1
C1
A350
A601 1617
A500
E
E028
A6007
A600 5
A600
A600
A600
E
Core / Specimen
E018
2.1
2.1
B.2B.2
1'-1 5/8" 18'-4 3/8" 22'-3 3/4" 86'-4 3/8"
7 1/2"
ADA Toilet
E022
Pyxis Storage
E008
1'-1 5/8" 4'-2 3/8"
6" 4'-2"
1 1/2"
7 5/8" 8'-10 3/8"
/4
/4
/8
/4
/8
/8
/8
A600
A60114 13
A60112 15
A601
A6018
A601
Grade Entry
94'-0"
100'-0"
EE
DDD
J
J
J
J B
C1
C1
G
C1
E
A
E
E022
E
B B
C1
B
C1
C1 B
C1
E
E008A
E
B
A520
A520
A520
A2011
A201
A200 2
2'-6" 10'-9 3/8" 6'-0" 2'-6"
4 7/8"
2'-6" 5'-6" 2'-6"
A601 4 A6013
A520
G
A601 16
B
G
GG
K
A60117
H
B
GG
E
A
E
B
B
GG
G
G2
GG
BB
G2 G
B
BB BB
B
Cooler
E018A
/2
8'-0"
8 8
E019A6
/4
G
21'-9 7/8"
2'-1"
Clos.
E021A
ECSB001
2.2
2.2
C.2C.2
G
G1
GG
2'-6" 39'-11 3/8" 2'-1" 5'-11 1/4" 2'-6" 7 1/2"
2'-2 1/4"
2'-10 7/8"
5'-10 7/8" 5'-4 7/8" 6'-1 1/4"
B
B
A601
9 SIM.
SIM.
19'-6"
6'-0" 13'-6" 5'-7 7/8"
C2
C2
2.5
2.5 3.5 4.5
27 27 27
Existing Wall
New Wall
New Door
Existing Door
Floor Plan Legend
SOUTH
NORTH
Cased pass thru. See elevation for heights1
Existing tunnel to remain2
Fully recessed fire extinguisher cabinet3
Frame furring tight to fireproofing4
Mop Sink, Re: MEP5
Frame tight to lateral bracing. Field Verify.6
Provide 2" Minimum between panel and face of wall7
Stainless Steel Corner Guard 2" x 48" H. Reinforce Corner Framing with 20 GA. MTL Studs; See Finish Plan for Additional Information
Keynote Legend - 1st Floor Plan
PVC Snap over Corner Guard 2 1/2" x 48" H; See Finish Plan for Additional Information
Handrail; See Finish Plan for Additional Information10
Built-In Bench with Cushions; See Elevations11
Curved Partial Height Wall with 1/2" Tempered Glass Partition; See Elevation and Details
Built-in Countertop Sink; See P-Series for Additional Information
Base Cabinet and Countertop. See Elevations and Details for Additional Information
Upper Wall-Hung Cabinets; See Elevations and Details for Additional Information
Prefabricated Walk-in Cooler.16
Solid Surface Countertop. Provide Wall Cleats & Metal Support Brackets @ 4'-0" OC MAX
Existing louver to remain.18
Existing column to remain.19
Provide FT wood blocking or 18 GA sheet metal and data (see ELEC). Provide a mock up and/or review room layout with user.
Expansion Joint Cover - Re: Spec.21
Metal base cabinets and 30" deep counter at 36" AFF per spec.
25" deep work counter at 30" AFF per spec23
Filler Panel and extended counter top per spec.24
Line of exposed structural bracing. No fire-proofing required on structural bracing.
Window deduct alternate; omit windows in location noted and in-fill with exterior partition similar to above and below curtain wall.
Safety shower, RE; P-Series drawings26
Drawing Title Project Title
Date
Location
Checked
Building Number
Project Number
Drawing Number
Drawn
Revisions: Date
CONSULTANTS: ARCHITECT/ENGINEERS:
42-AdditionApproved: Associate Director
Approved: Chief of Staff
Approved: Chief Engineer
Approved: Infection Control
Approved: Safety Officer
Approved: Chief, Police & Security o n e e ig h th in c h o n e fo o t 1
B
A
C
D
E
F th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t
VA FORM 08-6231, OCT 1978
1 2 3 4 5 6 87 9
F
E
D
C
B
A
97 8654321
1 Memorial Dr. STE 1800 Saint Louis, MO 63102
Tel Fax
314.621.4343 314.621.0261
220 N College Ave Indianapolis, IN 46202
Tel Fax
317.464.9090 317.464.9393
Office of Facilities
ManagementMcComas Engineers 1717 E 116th Street Carmel, IN 46032
Tel Fax
317.580.0402 317.582.0766
Structural
Asaturian Eaton & Assoc.
1440 Old West Main Carbondale, IL 62901
Tel Fax
618.529.3414 618.529.3423
Civil
John A Jurgiel & Assoc.
123 N. Main Street St. Charles, MO 63301
Tel 636.757.3060 636.757.3064
Industrial Hygenist
Heapy Engineering 1400 W. Dorothy Lane Dyton OH 45409
Tel 618.529.5262
Electrical
11/7/2019 15:46:53
Partial First Floor Plan - South Expand & Upgrade Building 42 for Laboratory
A101B
657-502
Marion, IL
11-08-2019
Bid Documents
RD AJS
N
1/4" = 1'-0"1 Ground Floor Plan - South
General Notes - Floor Plans
A All work shown "Not In Contract" (NIC) may be accomplished by a contractor who is not included as part of the construction agreement. The GC is to coordinate with "other" contractors performing NIC work wich impacts or relates to work which is part of the construction aggreement.
B All Partitions to be type "B" unless otherwise noted.
C All dimensions are from column center line to face of partition UON under no circumstances shall any measurement be scaled from the drawings. Any measurement not given an actual number dimension should be brought to the architect's attention before proceeding.
D All demolition and construction areas must have ante rooms as required and described in the specifications. Verify exact locations of ante rooms with COR.
AA
BB
CC
DD
A301
A301
A300
A300
A201
A500
Mechanical Room
E102
10'-11" 7'-1 7/8" 22'-10 1/8" 30'-0" 29'-0 3/8" 25'-5 5/8"
/8
/4
/4
/8
A301
A301
A300
A300
A200 2
A200
A500
A501
A350
12'-0 1/4"
A500
Elevator
EL1
A501
A501
B.2B.2
128'-11 1/2"
A500
Stair/ Elev Vestibule
EC101
2.2
2.2
C.2C.2
E102A
E102B
A.2A.2
A.6A.6
2.5
2.5
3.5
3.5
4.5
4.5
Demo existing parapet accommodate new cantilever steel and enclosure.
Typical refer to MEP drawings for penetration extent to coordinate with trades
Existing Wall
New Wall
New Door
Existing Door
Floor Plan Legend
Drawing Title Project Title
Date
Location
Checked
Building Number
Project Number
Drawing Number
Drawn
Revisions: Date
CONSULTANTS: ARCHITECT/ENGINEERS:
42-AdditionApproved: Associate Director
Approved: Chief of Staff
Approved: Chief Engineer
Approved: Infection Control
Approved: Safety Officer
Approved: Chief, Police & Security o n e e ig h th in c h o n e fo o t 1
B
A
C
D
E
F th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t
VA FORM 08-6231, OCT 1978
1 2 3 4 5 6 87 9
F
E
D
C
B
A
97 8654321
1 Memorial Dr. STE 1800 Saint Louis, MO 63102
Tel Fax
314.621.4343 314.621.0261
220 N College Ave Indianapolis, IN 46202
Tel Fax
317.464.9090 317.464.9393
Office of Facilities
ManagementMcComas Engineers 1717 E 116th Street Carmel, IN 46032
Tel Fax
317.580.0402 317.582.0766
Structural
Asaturian Eaton & Assoc.
1440 Old West Main Carbondale, IL 62901
Tel Fax
618.529.3414 618.529.3423
Civil
John A Jurgiel & Assoc.
123 N. Main Street St. Charles, MO 63301
Tel 636.757.3060 636.757.3064
Industrial Hygenist
Heapy Engineering 1400 W. Dorothy Lane Dyton OH 45409
Tel 618.529.5262
Electrical
11/7/2019 15:36:50
Overall Interstitial Level Floor Plan Expand & Upgrade Building 42 for Laboratory
A102
657-502
Marion, IL
11-08-2019
Bid Documents
RD AJS
N
1/8" = 1'-0"1 1st Floor Interstitial
General Notes - Floor Plans
A All work shown "Not In Contract" (NIC) may be accomplished by a contractor who is not included as part of the construction agreement. The GC is to coordinate with "other" contractors performing NIC work wich impacts or relates to work which is part of the construction aggreement.
B All Partitions to be type "B" unless otherwise noted.
C All dimensions are from column center line to face of partition UON under no circumstances shall any measurement be scaled from the drawings. Any measurement not given an actual number dimension should be brought to the architect's attention before proceeding.
D All demolition and construction areas must have ante rooms as required and described in the specifications. Verify exact locations of ante rooms with COR.
BB
CC
DD
A301
A301
A300
A300
A500
Roof Drain
Roof Drain
Roof Drain
Roof Drain
Roof Drain
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
High Point
High Point
High Point
High Point
High Point
H ig h P o in t
H ig h P o in t
H ig h P o in t
H ig h P o in t
H ig h P o in t
SLOPE 1/4"
PER FOOT
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
A301
A301
A300
A300
A500
S L O
P E
/4
P
E R
F O
O T
/4
A500
A501
A501
2.1
B.2B.2
H ig h P o in t
A500
High Point
2.2
C.2C.2
Scuppers - see Detail on A550
1 1
1 1
A.2A.2
A.6A.6
2.5 3.5
3.5
4.5
4.5
Typical refer to MEP drawings for penetration extent to coordinate with trades for roof penetrations. RE: details 3 and 5/A103
MTL FLANGE
BONDING ADHESIVE
TPO MEMBRANE OR FLASHING
SEAM FASTENING PLATE MAX 12" OC
TPO MEMBRANE
TPO MEMBRANE
M
IN
INSUL 1/8" MIN. - 1/2" MAX.
NOTES:
1. POLYMER SEAM PLATES ARE REQD IN LIEU OF SEAM FASTENING PLATES
FOR MECHANICALLY - FASTENED ROOFING SYSTEMS OVER STEEL DECKS
2. IF VERTICAL SPLICE IS NOT LOCATED AT CORNER, 6" WIDE PRESSURE -
SENSITIVE ELASTOFORM FLASHING MUST BE CENTERED OVER FIELD SPLICE
AT ANGLE CHANGE
3. FASTENING PLATES MAY BE INSTALLED VERTICALLY
4. LAP SEALANT IS REQD ON CUT EDGES OF REINFORCED MEMBRANE
CURED TPO
MEMBRANE
FLASH ALL
OUTSIDE CORNERS
3" MIN.
4 LB, PRE-MANUFACTURED
LEAD, PRIMED BOTH SIDES.
SOIL PIP RE: PLUMBING
DRAWINGS
SEALANT
SBS FLASHING SET IN
TYPE IV ASPHALT
SET LEAD IN COLD MASTIC
METAL ROOF DECK
NOTE: EXTEND SOIL PIPE
AS REQ'D TO ACHIEVE
MIN.8" HEIGHT. USE
NO HUB FITTING AND
PVC PIPE.
9"
M
IN
4" RIGID INSULATION
1/2" RECOVERY BOARD
A-AA-A
ROOF SIDE
22 GA CONT MTL
STRIP FASTEN
TO PLATE @ 8" OC
SECTION A-
A
1/2" SLOPE
TREATED WD
BLOCKING OR (2)
LAYERS OF 3/4"
TREATED PLYWD
CONT TREATED WD
TOP PLATE
EJ COVER @ 24'-0" OC
SHALL BE FILLED W/
MASTIC
WALL MEMBRANE TO FLASH
OVER ROOF MEMBRANE W/
TERMINATION BAR FASTENED
W/ SCREWS & NEOPRENE
WASHERS @ 6" O.C.
FULLY ADHERED 60 MIL TPO
MEMBRANE ON 1/2" DENS
DECK SHEATHING
2" OVERFLOW DRAIN (RE:
PLUMBING)
OVERLFOW DRAIN
(RE: PLUMBING)
ROOFING MEMBRANE
MEMBRANE FLASHING
ROOF DRAIN STRAINER AND
CLAMPING RING (RE:
PLUMBING)
TAPER INSULATION
DOWN TO DRAIN
COORDINATE WITH PLUMBING
4'-0" TYPICAL
ROOFING MEMBRANE ON MIN. 4" RIGID
INSULATION ON STRUCTURAL METAL DECK
(RE: STRUCTURAL)
MEMBRANE FLASHING
METAL ROOF DECK (RE: STRUCTURAL)
PROVIDE STEEL AS REQUIRED TO SUPPORT
ROOF DRAIN (RE: STRUCTURAL)
CL CL
1'-0" 1'-0"
Slope the roof to drains 1/4"/1'-0 Max.1
Keynote Legend - Roof Plan
Infill exisitng scupper drain to match existing construction.2
Roof
Roof
Roof
Drawing Title Project Title
Date
Location
Checked
Building Number
Project Number
Drawing Number
Drawn
Revisions: Date
CONSULTANTS: ARCHITECT/ENGINEERS:
42-AdditionApproved: Associate Director
Approved: Chief of Staff
Approved: Chief Engineer
Approved: Infection Control
Approved: Safety Officer
Approved: Chief, Police & Security o n e e ig h th in c h o n e fo o t 1
B
A
C
D
E
F th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t
VA FORM 08-6231, OCT 1978
1 2 3 4 5 6 87 9
F
E
D
C
B
A
97 8654321
1 Memorial Dr. STE 1800 Saint Louis, MO 63102
Tel Fax
314.621.4343 314.621.0261
220 N College Ave Indianapolis, IN 46202
Tel Fax
317.464.9090 317.464.9393
Office of Facilities
ManagementMcComas Engineers 1717 E 116th Street Carmel, IN 46032
Tel Fax
317.580.0402 317.582.0766
Structural
Asaturian Eaton & Assoc.
1440 Old West Main Carbondale, IL 62901
Tel Fax
618.529.3414 618.529.3423
Civil
John A Jurgiel & Assoc.
123 N. Main Street St. Charles, MO 63301
Tel 636.757.3060 636.757.3064
Industrial Hygenist
Heapy Engineering 1400 W. Dorothy Lane Dyton OH 45409
Tel 618.529.5262
Electrical
11/7/2019 15:36:53
Overall Roof Plan Expand & Upgrade Building 42 for Laboratory
A103
657-502
Marion, IL
11-08-2019
Bid Documents
RD AJS
N
1/8" = 1'-0"1 Roof Plan
3" = 1'-0"3 Detail - Roof Curb Flashing
1 1/2" = 1'-0"5 Detail - Pipe Penetration
1 1/2" = 1'-0"6 Detail - Sheet Metal Coping
1 1/2" = 1'-0"7 Detail - Termination Bar
1 1/2" = 1'-0"9 Detail - Roof Drain and Overflow Drain
N
Not to Scale
Key Plan
Addendum 1
Typical; REf: Details 6/A103
Typical; RE: Details 9/A103
Typical; RE: Details 7/A103
Typical; RE: Details 7/A103
Existing Wall
New Wall
New Door
Existing Door
Floor Plan Legend
A120
A120
A120
C
D
D
C
D
C
A120
P. Toilet
E004
P. Toilet
E006
Toilet
E020
ADA Toilet
E022
E
A
E
E022
E020
E006E004
E026B
E
A
F
A
F
C
D
F
A
F
Break Room
E024
HAC
E024A Conference
Room
E026
Phlebotomy
E002
Corridor
E018B
Corridor
E018C
6'-0 5/8"
9'-1 5/8" 1'-7 5/8" 4'-5" 11 1/2" 8'-8 1/8" 4 7/8"
11 1/2" 8'-6" 4 7/8" 6'-0" 4 7/8" 8'-4 3/4" 11 1/2"
/8
/2
/8
/8 " 2
/8
/8
/8
/8
7'-10" 1'-4"
E Q
E Q
3'-5 3/4" 5'-3"
1 1
EQ EQ
E Q
E Q
2 2
/4
A601
A120
6 6
P2
P2
L V
T
W S
F
WSF2T1
WSF2T1
WSF1T1 T1WSF1
WP14
TR1
TR1
TR1TR1
A
A
7'-9" 1'-4"
2'-6"
2'-6"
2'-6"
2'-6"
E
E
E
E
H H
H
H I
I
I I
A Paper Towel Dispenser
-- -- Per MFGR Instructions 1
B Toilet Tissue Dispenser
-- -- Per MFGR Instructions 1
C Grab Bar Bobrick B-5806 x 36 Stainless
Steel Wall Mounted Top of Bar 3'-0" AFF
D Grab Bar Bobrick B-5806 x 42 Stainless
Steel Wall-To-Floor Mounted Top of Bar 3'-0" AFF
I Soap Dispenser -- -- Per MFGR Instructions 1
F Mirror Bobrick B-165 x 2436 -- Bottom of Reflective
Surface @ 40" AFF
G Bio-harzardous Waste Receptacle
-- -- -- 1
H Trash Receptacle -- -- -- 1
Restroom Accessory Schedule
Remarks - Restroom Accessory Schedule:
1. Provided and Installed by Owner (VA)
2. Provided and Installed by GC
General Notes - Restroom Accessory Schedule:
A. Specific manufacturer items listed are basis of design.
Description Manufacturer/Model Finish Mounting RemarksKey
Floor Mounted Toilet
-- -- -- 1, 2
Wall Hung Hand Sink
-- -- -- 1, 2
Description Manufacturer/Model Finish Mounting RemarksKey
Plumbing Fixture Schedule
Faucet - Automatic
-- -- -- 1, 2
Remarks - Plumbing Fixture Schedule:
1. Provided and Installed by GC
2. See Plumbing Drawings for more information.
General Notes - Restroom Accessories & Plumbing Fixtures:
A. All accessories and fixtures specified are for design intent only.
B. Hot water & drain pipes under lavatories shall be insulated or otherwise configured to protect against contact.
C. Mounting and location of accessories in accordance with ADA accessible accessories.
Flush Valve - Manual
-- -- -- 1, 2
E Grab Bar Bobrick B-5806 x 18 Stainless
Steel Wall-To-Floor Mounted Top of Bar 3'-0" AFF
DC
T2T2T2
TR3
EQ 3'-3" EQ
3'-3"
E
D
C
TR3
EQ 3'-3" EQ
2'-3"1'-0"
3'-6"
E
D
C
T2T2 T2
TR3
1'-0" 2'-3"
3'-6"
EQ 3'-3" EQ
E
D
C
T2 T2T2
TR3
F
EQ 3'-3" EQ
1'-6"1'-3"
3'-0" 6"
/8
A
E
I
C
D
T2T2 T2
1'-6"1'-3"
F
EQ 3'-3" EQ
3'-0" 6"
A
E
I
DC
T2 T2
TR3
F
3'-4 1/4"2'-7 3/4"
3'-0" 6"
1'-3" 1'-6"
A
E
D
C
T2 T2 T2
TR3
3'-3"
EQ 3'-3" EQ
Large Format Wall Tile Grout Lines
E
C
D
TR3
6'-9 1/8"
/8
A
F
EQ 3'-3" EQ
T2 T2 T2
1'-6"
6" 3'-0"
E
I
Countertop & Casework; See Elevation1
Lavatory in Countertop; See P-Series Drawings for Additional Information
Tall Cabinet; See Elevation for Additional Information3
Mop Sink; RE: P-Series Drawings for Additional Information
Keynote Legend - Enlarged Restroom Plan
Stainless Steel Corner Guard; See Finish Plans for Additional Information
3/4" Radius Corner6
Flooring Installation Direction7
1" 1'-3"
ADA BASE
2'-6"1'-3"
1" 2'-6"2'-6"
REF.
SS11
A650
A650
A650
Drawing Title Project Title
Date
Location
Checked
Building Number
Project Number
Drawing Number
Drawn
Revisions: Date
CONSULTANTS: ARCHITECT/ENGINEERS:
42-AdditionApproved: Associate Director
Approved: Chief of Staff
Approved: Chief Engineer
Approved: Infection Control
Approved: Safety Officer
Approved: Chief, Police & Security o n e e ig h th in c h o n e fo o t 1
B
A
C
D
E
F th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t
VA FORM 08-6231, OCT 1978
1 2 3 4 5 6 87 9
F
E
D
C
B
A
97 8654321
1 Memorial Dr. STE 1800 Saint Louis, MO 63102
Tel Fax
314.621.4343 314.621.0261
220 N College Ave Indianapolis, IN 46202
Tel Fax
317.464.9090 317.464.9393
Office of Facilities
ManagementMcComas Engineers 1717 E 116th Street Carmel, IN 46032
Tel Fax
317.580.0402 317.582.0766
Structural
Asaturian Eaton & Assoc.
1440 Old West Main Carbondale, IL 62901
Tel Fax
618.529.3414 618.529.3423
Civil
John A Jurgiel & Assoc.
123 N. Main Street St. Charles, MO 63301
Tel 636.757.3060 636.757.3064
Industrial Hygenist
Heapy Engineering 1400 W. Dorothy Lane Dyton OH 45409
Tel 618.529.5262
Electrical
11/7/2019 15:36:59
Enlarged Restroom Plan and Interior Elevations
Expand & Upgrade Building 42 for Laboratory
A120
657-502
Marion, IL
11-08-2019
Bid Documents
RD AJS
General Notes - Floor Plans
A All work shown "Not In Contract" (NIC) may be accomplished by a contractor who is not included as part of the construction agreement. The GC is to coordinate with "other" contractors performing NIC work wich impacts or relates to work which is part of the construction aggreement.
B All Partitions to be type "B" unless otherwise noted.
C All dimensions are from column center line to face of partition UON under no circumstances shall any measurement be scaled from the drawings. Any measurement not given an actual number dimension should be brought to the architect's attention before proceeding.
D All demolition and construction areas must have ante rooms as required and described in the specifications. Verify exact locations of ante rooms with COR.
E Frame furring at columns as tight as possible to spray-on fire proofing.
N
1/2" = 1'-0"1 EP - Main Level - North - Enlarged Restrooms
1/2" = 1'-0"2 P. Toilet E006 - South Elevation
1/2" = 1'-0"7 ADA Toilet E022 - North Elevation 1/2" = 1'-0"8 Toilet E020 - North Elevation
1/2" = 1'-0"3 P. Toilet E006 - East Elevation
1/2" = 1'-0"6 ADA Toilet E022 - West Elevation 1/2" = 1'-0"9 Toilet E020 - West Elevation
1/2" = 1'-0"4 P. Toilet E004 - South Elevation 1/2" = 1'-0"5 P. Toilet E004 - West Elevation
T2T2 T2
TR3
1/2" = 1'-0"10 Break Room E024 - North Elevation
RE: SCHEDULE FOR BASE
PL2
PL2
Ground Floor Level 100'-0"
T.O. Existing Parapet 119'-0"
1st Floor/Interstitial 117'-2 1/2"
23456 1
A300
T.O. Parapet 137'-6"
Roof Level 135'-10"
Stair Roof 150'-8 1/2"
T.O. Stair Tower Parapet 152'-0"
South Entry Ground Level 94'-0"
A300
Ground Floor Lab Parapet 117'-11 1/2"
EXISTING
MEDICAL
BUILDING
A501
2.1
14'-0"
EQ EQ EQ
4'-0"
2'-6 1/2"4'-0" 6'-0" 4'-0" 6'-0"
1 1 1 33
1'-2 1/4" 2'-6 1/2"
2.2
E019
4'-9"5'-1 7/8"5'-1 3/4"4'-7 3/8"
5'-4" 5'-4"4'-10 7/8" 7'-0" 7'-0" 7'-0" 7'-0" 7'-0" 7'-0" 7'-0" 7'-0" 7'-0" 7'-0" 7'-0" 7'-0" 3'-8 3/4"
4'-0"7'-0"7'-0"7'-0" CJ
CJ
2.53.54.5
Ground Floor Level 100'-0"
T.O. Existing Parapet 119'-0"
Lower Level 85'-10"
1st Floor/Interstitial 117'-2 1/2"
Existing Lower Level 91'-9"
A B C D
T.O. Parapet 137'-6"
Roof Level 135'-10"
Stair Roof 150'-8 1/2"
T.O. Stair Tower Parapet 152'-0"
South Entry Ground Level 94'-0"
A301
Ground Floor Lab Parapet 117'-11 1/2"
A501
EXISTING
MEDICAL
BUILDING
A500
Return EIFS to exisiting wall. F.V.
Existing parapet to remain
Expansion Joint and joint cover Re: spec
B.2
A500
C.2
ECSB001
E102B13
8'-4 5/8" 7'-0" 7'-0" 7'-0" 7'-0" 7'-0" 7'-0" 6'-7 3/4" 6'-0" 5'-7" 4'-3 1/8" 2'-6" 4'-4 3/8" 6'-4" 1'-9 7/8"
/4
/2
A.2 A.6
4'-7 1/2" 4'-7 1/2"
Exterior Insulation and Finishing System (EIFS)1
Metal Coping2
Vertical Expansion Joint Re: Spec3
Louvers4
Aluminum Composite Panel5
Spandral Glass Panel6
2 1/2" x 7 1/2" clear anodized aluminum Curtainwall system - thermally broken with 1 1/4" laminated insulating glass. System to meet level 3 blast requirements
Exisitng steam tunnel - location to be determined8
Keynote Legend - Exterior Elevations
Existing building beyond9
Existing tunnel to remain10
EIFS control joint. See detail, this sheet.11
Scupper- see detail 4/A55012
Emergency Access stair to existing roof below. See 9 & 10 A510 for more information
New 70" x 70" Louver. RE MEP drawings14
Overflow drain re: plumbing drawings15
Drawing Title Project Title
Date
Location
Checked
Building Number
Project Number
Drawing Number
Drawn
Revisions: Date
CONSULTANTS: ARCHITECT/ENGINEERS:
42-AdditionApproved: Associate Director
Approved: Chief of Staff
Approved: Chief Engineer
Approved: Infection Control
Approved: Safety Officer
Approved: Chief, Police & Security o n e e ig h th in c h o n e fo o t 1
B
A
C
D
E
F th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t
VA FORM 08-6231, OCT 1978
1 2 3 4 5 6 87 9
F
E
D
C
B
A
97 8654321
1 Memorial Dr. STE 1800 Saint Louis, MO 63102
Tel Fax
314.621.4343 314.621.0261
220 N College Ave Indianapolis, IN 46202
Tel Fax
317.464.9090 317.464.9393
Office of Facilities
ManagementMcComas Engineers 1717 E 116th Street Carmel, IN 46032
Tel Fax
317.580.0402 317.582.0766
Structural
Asaturian Eaton & Assoc.
1440 Old West Main Carbondale, IL 62901
Tel Fax
618.529.3414 618.529.3423
Civil
John A Jurgiel & Assoc.
123 N. Main Street St. Charles, MO 63301
Tel 636.757.3060 636.757.3064
Industrial Hygenist
Heapy Engineering 1400 W. Dorothy Lane Dyton OH 45409
Tel 618.529.5262
Electrical
11/7/2019 15:37:04
Exterior Elevations Expand & Upgrade Building 42 for Laboratory
A200
657-502
Marion, IL
11-08-2019
Bid Documents
RD AJS
1/8" = 1'-0"1 Exterior Elevation - North
1/8" = 1'-0"2 Exterior Elevation - West
Addendum 1 Addendum 1
T.O. Existing Parapet 119'-0"
Lower Level 85'-10"
1st Floor/Interstitial 117'-2 1/2"
Existing Lower Level 91'-9"
ABCD
A301
T.O. Parapet 137'-6"
Roof Level 135'-10"
Stair Roof 150'-8 1/2"
T.O. Stair Tower Parapet 152'-0"
South Entry Ground Level 94'-0"
A301
Ground Floor Lab Parapet 117'-11 1/2"
A500
A501
B.2
6'-2 7/8"
2 1/2"
4'-9 1/2"
2 1/2"
4'-9 1/2"
2 1/2"
4'-9 1/2"
2 1/2"
4'-9 1/2"
2 1/2"
3'-5 7/8"
2 1/2"
C.2
EC201
CJ
CJCJ
CJ CJ CJ
4'-4 5/8" 3/8" 7'-0" 7'-0" 7'-0" 7'-0"
1'-0" 1'-0"
7'-0" 7'-0" 7'-0" 7'-0"
1'-0" 1'-0"
7'-0" 7'-0" 7'-0" 7'-0"
1'-2" 2'-4"
5'-0" 5'-0" 5'-0" 5'-0" 5'-0"
2'-9 1/8"
CJ
CJ
A.2A.6
Ground Floor Level 100'-0"
T.O. Existing Parapet 119'-0"
1st Floor/Interstitial 117'-2 1/2"
2 3 4
A300
T.O. Parapet 137'-6"
Roof Level 135'-10"
Stair Roof 150'-8 1/2"
T.O. Stair Tower Parapet 152'-0"
A500
A351
South Entry Ground Level 94'-0"
A300
Ground Floor Lab Parapet 117'-11 1/2"
A351
A501
2.1 2.2
CJ CJ CJ CJ
CJ CJ CJCJ
1'-7 1/8"
7 1/4"
5'-0" 5'-0"
3 3/4"
5'-10 3/4"
1'-2 1/8"
5 1/8"
5'-11 3/8" 7'-9" 7'-9 1/2"
1'-0 1/8" 11 7/8"
7'-0 1/8" 7'-0" 7'-0" 7'-0"
1'-0" 1'-0"
7'-0" 7'-0" 7'-0" 7'-0"
3/8" 2'-5"
7'-0" 7'-0" 7'-0" 4'-6"
1'-11 3/8"
2'-3"
CJ
CJ
2'-5 7/8"
2.5 3.5 4.5
CONTINUOUS
V-GROOVE
3/4"
/2
EIFS
1/2" CONTINUOUS BACKER
ROD AND SEALANT
(SLOPE EIFS TO EXTERIOR
AT BOTTOM OF
HORIZONTAL JOINTS)
EIFS
Exterior Insulation and Finishing System (EIFS)1
Metal Coping2
Vertical Expansion Joint Re: Spec3
Louvers4
Aluminum Composite Panel5
Spandral Glass Panel6
2 1/2" x 7 1/2" clear anodized aluminum Curtainwall system - thermally broken with 1 1/4" laminated insulating glass. System to meet level 3 blast requirements
Exisitng steam tunnel - location to be determined8
Keynote Legend - Exterior Elevations
Existing building beyond9
Existing tunnel to remain10
EIFS control joint. See detail, this sheet.11
Scupper- see detail 4/A55012
Emergency Access stair to existing roof below. See 9 & 10 A510 for more information
New 70" x 70" Louver. RE MEP drawings14
Overflow drain re: plumbing drawings15
Drawing Title Project Title
Date
Location
Checked
Building Number
Project Number
Drawing Number
Drawn
Revisions: Date
CONSULTANTS: ARCHITECT/ENGINEERS:
42-AdditionApproved: Associate Director
Approved: Chief of Staff
Approved: Chief Engineer
Approved: Infection Control
Approved: Safety Officer
Approved: Chief, Police & Security o n e e ig h th in c h o n e fo o t 1
B
A
C
D
E
F th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t
VA FORM 08-6231, OCT 1978
1 2 3 4 5 6 87 9
F
E
D
C
B
A
97 8654321
1 Memorial Dr. STE 1800 Saint Louis, MO 63102
Tel Fax
314.621.4343 314.621.0261
220 N College Ave Indianapolis, IN 46202
Tel Fax
317.464.9090 317.464.9393
Office of Facilities
ManagementMcComas Engineers 1717 E 116th…
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