Memphis Building 7 SCID Outpatient Addition BD Drawings 201013.pdf
PDF 37 MB Posted
- Solicitation number
- 36C24921R0048
About this file
This document outlines a federal contract opportunity for construction services. The Department of Veterans Affairs Veterans Health Administration Veterans Integrated Service Network 9 is soliciting bids for project number 36C24921R0048 to construct an approximately 8,000 square foot addition to Building 7 and renovate 9,850 square feet at an existing VA medical center. The addition will be on the first and second floors of the building's A-wing to the north and east. Scope of work includes installation of a new chiller and cooling tower, delivery of HVAC and electrical utilities through a pipe basement, and asbestos and lead-based paint abatement. Bids are being accepted through the pre-solicitation period described in solicitation number 36C24921R0048.
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Text version
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
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PHASEARCHITECT/ENGINEER OF RECORD
A/E:
STAMPCONSULTANTS
321 4 5 6 7 8 9 10
HARRELL DESIGN GROUP PC
8016 TOWER POINT DRIVE
CHARLOTTE, NC 28227
704-814-1346
CONSULTING STRUCTURAL ENGINEERS
LAURENE, RICKHER & SORRELL, P.C.
8701 RED OAK BLVD. SUITE 500
CHARLOTTE, NORTH CAROLINA 28217
PHONE: 704-522-0495
POC: MARK RICKHER, PE
CIVIL ENGINEERS
DEVELOPMENT CONSULTANTS INC
2200 RODNEY PARHAM RD. SUITE 220
LITTLE ROCK, ARKANSAS 72212
PHONE: (501) 221-7880
POC: BEN KUDDES POC: LEE HARRELL PE, LEED AP, QCxP
PRESIDENT
614-321
GI001
DWJCOCTOBER 13, 2020
MEMPHIS VA MEDICAL CENTER
CONSTRUCT BUILDING 7 SPINAL
CORD INJURY / D OUTPATIENT
ADDITION NORTH
COVER SHEET BID DOCUMENTS
HDG PROJECT: 19016
CONSTRUCT BUILDING 7 SPINAL CORD INJURY / D
OUTPATIENT ADDITION NORTH
VETERANS HEALTH ADMINISTRATION
Revision Number Revisions: Date:
Jonathan M. Carr, AIA, NCARB, CDT
2020.10.13 16:27:55 -04'00'
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
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PHASEARCHITECT/ENGINEER OF RECORD
A/E:
STAMPCONSULTANTS
321 4 5 6 7 8 9 10
HARRELL DESIGN GROUP PC
8016 TOWER POINT DRIVE
CHARLOTTE, NC 28227
704-814-1346
CONSULTING STRUCTURAL ENGINEERS
LAURENE, RICKHER & SORRELL, P.C.
8701 RED OAK BLVD. SUITE 500
CHARLOTTE, NORTH CAROLINA 28217
PHONE: 704-522-0495
POC: MARK RICKHER, PE
CIVIL ENGINEERS
DEVELOPMENT CONSULTANTS INC
2200 RODNEY PARHAM RD. SUITE 220
LITTLE ROCK, ARKANSAS 72212
PHONE: (501) 221-7880
POC: BEN KUDDES POC: LEE HARRELL PE, LEED AP, QCxP
PRESIDENT
NEW ADDITION
RENOVATION AREA
A-WINGBUILDING 7
COVERED SCID ENTRANCE
AMBULATORY
CARE WING
SPINAL CORD INJURY
614-321
GI002
DWJCOCTOBER 13, 2020
MEMPHIS VA MEDICAL CENTER
CONSTRUCT BUILDING 7 SPINAL
CORD INJURY / D OUTPATIENT
ADDITION NORTH
EQUIPMENT MOUNTING LEGEND BID DOCUMENTS
HDG PROJECT: 19016Revision Number Revisions: Date:
2020.10.13 16:28:18 -04'00'
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
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PHASEARCHITECT/ENGINEER OF RECORD
A/E:
STAMPCONSULTANTS
321 4 5 6 7 8 9 10
HARRELL DESIGN GROUP PC
8016 TOWER POINT DRIVE
CHARLOTTE, NC 28227
704-814-1346
CONSULTING STRUCTURAL ENGINEERS
LAURENE, RICKHER & SORRELL, P.C.
8701 RED OAK BLVD. SUITE 500
CHARLOTTE, NORTH CAROLINA 28217
PHONE: 704-522-0495
POC: MARK RICKHER, PE
CIVIL ENGINEERS
DEVELOPMENT CONSULTANTS INC
2200 RODNEY PARHAM RD. SUITE 220
LITTLE ROCK, ARKANSAS 72212
PHONE: (501) 221-7880
POC: BEN KUDDES POC: LEE HARRELL PE, LEED AP, QCxP
PRESIDENT
NEW ADDITION
RENOVATION AREA
A-WINGBUILDING 7
COVERED SCID ENTRANCE
AMBULATORY
CARE WING
SPINAL CORD INJURY
614-321
GI003
DWJCOCTOBER 13, 2020
MEMPHIS VA MEDICAL CENTER
CONSTRUCT BUILDING 7 SPINAL
CORD INJURY / D OUTPATIENT
ADDITION NORTH
ACCESSIBILITY LEGEND BID DOCUMENTS
HDG PROJECT: 19016Revision Number Revisions: Date:
2020.10.13 16:28:44 -04'00'
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
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PHASEARCHITECT/ENGINEER OF RECORD
A/E:
STAMPCONSULTANTS
321 4 5 6 7 8 9 10
HARRELL DESIGN GROUP PC
8016 TOWER POINT DRIVE
CHARLOTTE, NC 28227
704-814-1346
CONSULTING STRUCTURAL ENGINEERS
LAURENE, RICKHER & SORRELL, P.C.
8701 RED OAK BLVD. SUITE 500
CHARLOTTE, NORTH CAROLINA 28217
PHONE: 704-522-0495
POC: MARK RICKHER, PE
CIVIL ENGINEERS
DEVELOPMENT CONSULTANTS INC
2200 RODNEY PARHAM RD. SUITE 220
LITTLE ROCK, ARKANSAS 72212
PHONE: (501) 221-7880
POC: BEN KUDDES POC: LEE HARRELL PE, LEED AP, QCxP
PRESIDENT
NEW ADDITION
RENOVATION AREA
A-WINGBUILDING 7
COVERED SCID ENTRANCE
AMBULATORY
CARE WING
SPINAL CORD INJURY
614-321
GI101
DWJCOCTOBER 13, 2020
MEMPHIS VA MEDICAL CENTER
CONSTRUCT BUILDING 7 SPINAL
CORD INJURY / D OUTPATIENT
ADDITION NORTH
FIRST FLOOR LIFE SAFETY PLAN BID DOCUMENTS
HDG PROJECT: 19016Revision Number Revisions: Date:
2020.10.13 16:29:03 -04'00'
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
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PHASEARCHITECT/ENGINEER OF RECORD
A/E:
STAMPCONSULTANTS
321 4 5 6 7 8 9 10
HARRELL DESIGN GROUP PC
8016 TOWER POINT DRIVE
CHARLOTTE, NC 28227
704-814-1346
CONSULTING STRUCTURAL ENGINEERS
LAURENE, RICKHER & SORRELL, P.C.
8701 RED OAK BLVD. SUITE 500
CHARLOTTE, NORTH CAROLINA 28217
PHONE: 704-522-0495
POC: MARK RICKHER, PE
CIVIL ENGINEERS
DEVELOPMENT CONSULTANTS INC
2200 RODNEY PARHAM RD. SUITE 220
LITTLE ROCK, ARKANSAS 72212
PHONE: (501) 221-7880
POC: BEN KUDDES POC: LEE HARRELL PE, LEED AP, QCxP
PRESIDENT
NEW ADDITION
RENOVATION AREA
A-WINGBUILDING 7
COVERED SCID ENTRANCE
AMBULATORY
CARE WING
SPINAL CORD INJURY
614-321
GI102
DWJCOCTOBER 13, 2020
MEMPHIS VA MEDICAL CENTER
CONSTRUCT BUILDING 7 SPINAL
CORD INJURY / D OUTPATIENT
ADDITION NORTH
SECOND FLOOR LIFE SAFETY PLAN BID DOCUMENTS
HDG PROJECT: 19016Revision Number Revisions: Date:
2020.10.13 16:29:21 -04'00'
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
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PHASEARCHITECT/ENGINEER OF RECORD
A/E:
STAMPCONSULTANTS
321 4 5 6 7 8 9 10
HARRELL DESIGN GROUP PC
8016 TOWER POINT DRIVE
CHARLOTTE, NC 28227
704-814-1346
CONSULTING STRUCTURAL ENGINEERS
LAURENE, RICKHER & SORRELL, P.C.
8701 RED OAK BLVD. SUITE 500
CHARLOTTE, NORTH CAROLINA 28217
PHONE: 704-522-0495
POC: MARK RICKHER, PE
CIVIL ENGINEERS
DEVELOPMENT CONSULTANTS INC
2200 RODNEY PARHAM RD. SUITE 220
LITTLE ROCK, ARKANSAS 72212
PHONE: (501) 221-7880
POC: BEN KUDDES POC: LEE HARRELL PE, LEED AP, QCxP
PRESIDENT
614-321
GI501
DWJCOCTOBER 13, 2020
MEMPHIS VA MEDICAL CENTER
CONSTRUCT BUILDING 7 SPINAL
CORD INJURY / D OUTPATIENT
ADDITION NORTH
PROJECT-WIDE PARTITION TYPES
AND STANDARD DETAILS
BID DOCUMENTS
HDG PROJECT: 19016Revision Number Revisions: Date:
Jonathan M. Carr, AIA, NCARB, CDT
2020.10.13 16:29:43 -04'00'
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
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PHASEARCHITECT/ENGINEER OF RECORD
A/E:
STAMPCONSULTANTS
321 4 5 6 7 8 9 10
HARRELL DESIGN GROUP PC
8016 TOWER POINT DRIVE
CHARLOTTE, NC 28227
704-814-1346
CONSULTING STRUCTURAL ENGINEERS
LAURENE, RICKHER & SORRELL, P.C.
8701 RED OAK BLVD. SUITE 500
CHARLOTTE, NORTH CAROLINA 28217
PHONE: 704-522-0495
POC: MARK RICKHER, PE
CIVIL ENGINEERS
DEVELOPMENT CONSULTANTS INC
2200 RODNEY PARHAM RD. SUITE 220
LITTLE ROCK, ARKANSAS 72212
PHONE: (501) 221-7880
POC: BEN KUDDES POC: LEE HARRELL PE, LEED AP, QCxP
PRESIDENT
614-321
GI502
DWJCOCTOBER 13, 2020
MEMPHIS VA MEDICAL CENTER
CONSTRUCT BUILDING 7 SPINAL
CORD INJURY / D OUTPATIENT
ADDITION NORTH
PROJECT-WIDE PARTITIONS AND
STANDARD DETAILS
BID DOCUMENTS
HDG PROJECT: 19016Revision Number Revisions: Date:
2020.10.13 16:30:05 -04'00'
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
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PHASEARCHITECT/ENGINEER OF RECORD
A/E:
STAMPCONSULTANTS
321 4 5 6 7 8 9 10
HARRELL DESIGN GROUP PC
8016 TOWER POINT DRIVE
CHARLOTTE, NC 28227
704-814-1346
CONSULTING STRUCTURAL ENGINEERS
LAURENE, RICKHER & SORRELL, P.C.
8701 RED OAK BLVD. SUITE 500
CHARLOTTE, NORTH CAROLINA 28217
PHONE: 704-522-0495
POC: MARK RICKHER, PE
CIVIL ENGINEERS
DEVELOPMENT CONSULTANTS INC
2200 RODNEY PARHAM RD. SUITE 220
LITTLE ROCK, ARKANSAS 72212
PHONE: (501) 221-7880
POC: BEN KUDDES POC: LEE HARRELL PE, LEED AP, QCxP
PRESIDENT
614-321
GI503
DWJCOCTOBER 13, 2020
MEMPHIS VA MEDICAL CENTER
CONSTRUCT BUILDING 7 SPINAL
CORD INJURY / D OUTPATIENT
ADDITION NORTH
UL ASSEMBLIES BID DOCUMENTS
HDG PROJECT: 19016Revision Number Revisions: Date:
2020.10.13 16:30:44 -04'00'
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
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PHASEARCHITECT/ENGINEER OF RECORD
A/E:
STAMPCONSULTANTS
321 4 5 6 7 8 9 10
HARRELL DESIGN GROUP PC
8016 TOWER POINT DRIVE
CHARLOTTE, NC 28227
704-814-1346
CONSULTING STRUCTURAL ENGINEERS
LAURENE, RICKHER & SORRELL, P.C.
8701 RED OAK BLVD. SUITE 500
CHARLOTTE, NORTH CAROLINA 28217
PHONE: 704-522-0495
POC: MARK RICKHER, PE
CIVIL ENGINEERS
DEVELOPMENT CONSULTANTS INC
2200 RODNEY PARHAM RD. SUITE 220
LITTLE ROCK, ARKANSAS 72212
PHONE: (501) 221-7880
POC: BEN KUDDES POC: LEE HARRELL PE, LEED AP, QCxP
PRESIDENT
NEW ADDITION
RENOVATION AREA
A-WINGBUILDING 7
COVERED SCID ENTRANCE
AMBULATORY
CARE WING
SPINAL CORD INJURY
614-321
GC100
DWJCOCTOBER 13, 2020
MEMPHIS VA MEDICAL CENTER
CONSTRUCT BUILDING 7 SPINAL
CORD INJURY / D OUTPATIENT
ADDITION NORTH
FIRST FLOOR ICRA PLAN BID DOCUMENTS
HDG PROJECT: 19016Revision Number Revisions: Date:
2020.10.13 16:31:15 -04'00'
R
S
Q
N
L
J
H
F
302928272625
CORRIDOR
C2-4
C2-6
C2-9
C2-7
WAITING RM
C2-5
SUPPLY RM
2A103
OFFICE
2A104
EXAM RM
2A105
EXAM RM
2A106
2A119
OFFICE
2A118
OFFICE
2A117
2A116
C2-8
2A113 OFFICE
2A114
EQUIP RM
2A115
SOILED UTILITY
2A112
BREAK RM
2A111
2A110A
2A110
OFFICE
2A107 EXAM RM
2A109
EXAM RM
2A108
OFFICE
SHOWER
2A-102
ELEC
2A101
IT
DN
OUTSIDE PATIO
2A100A
BATH
2B105A
COMM
2B100
HOPTEL
2B103
CORRIDOR
C2-2
C2-1 C2-3
2A100
ELEVATORELEVATOR
STAIR
NO 1
OFFICE
2A123
2A122A
MENS
TOILET
2A121
WOMENS TOILET
2A120
C2-10
BED RM
2A100B
KITCHEN
2A100C
BATH RM
2A100D
BED RM
2A100E
CLINT
P-25 P-26
SHAFT
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
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PHASEARCHITECT/ENGINEER OF RECORD
A/E:
STAMPCONSULTANTS
321 4 5 6 7 8 9 10
HARRELL DESIGN GROUP PC
8016 TOWER POINT DRIVE
CHARLOTTE, NC 28227
704-814-1346
CONSULTING STRUCTURAL ENGINEERS
LAURENE, RICKHER & SORRELL, P.C.
8701 RED OAK BLVD. SUITE 500
CHARLOTTE, NORTH CAROLINA 28217
PHONE: 704-522-0495
POC: MARK RICKHER, PE
CIVIL ENGINEERS
DEVELOPMENT CONSULTANTS INC
2200 RODNEY PARHAM RD. SUITE 220
LITTLE ROCK, ARKANSAS 72212
PHONE: (501) 221-7880
POC: BEN KUDDES POC: LEE HARRELL PE, LEED AP, QCxP
PRESIDENT
NEW ADDITION
RENOVATION AREA
A-WINGBUILDING 7
COVERED SCID ENTRANCE
AMBULATORY
CARE WING
SPINAL CORD INJURY
614-321
GC101
DWJCOCTOBER 13, 2020
MEMPHIS VA MEDICAL CENTER
CONSTRUCT BUILDING 7 SPINAL
CORD INJURY / D OUTPATIENT
ADDITION NORTH
SECOND FLOOR ICRA PLAN BID DOCUMENTS
HDG PROJECT: 19016Revision Number Revisions: Date:
2020.10.13 16:31:42 -04'00'
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
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PHASEARCHITECT/ENGINEER OF RECORD
A/E:
STAMPCONSULTANTS
321 4 5 6 7 8 9 10
HARRELL DESIGN GROUP PC
8016 TOWER POINT DRIVE
CHARLOTTE, NC 28227
704-814-1346
CONSULTING STRUCTURAL ENGINEERS
LAURENE, RICKHER & SORRELL, P.C.
8701 RED OAK BLVD. SUITE 500
CHARLOTTE, NORTH CAROLINA 28217
PHONE: 704-522-0495
POC: MARK RICKHER, PE
CIVIL ENGINEERS
DEVELOPMENT CONSULTANTS INC
2200 RODNEY PARHAM RD. SUITE 220
LITTLE ROCK, ARKANSAS 72212
PHONE: (501) 221-7880
POC: BEN KUDDES POC: LEE HARRELL PE, LEED AP, QCxP
PRESIDENT
NEW ADDITION
RENOVATION AREA
A-WINGBUILDING 7
COVERED SCID ENTRANCE
AMBULATORY
CARE WING
SPINAL CORD INJURY
614-321
GC121
DWJCOCTOBER 13, 2020
MEMPHIS VA MEDICAL CENTER
CONSTRUCT BUILDING 7 SPINAL
CORD INJURY / D OUTPATIENT
ADDITION NORTH
FIRST FLOOR PHASING PLAN BID DOCUMENTS
HDG PROJECT: 19016Revision Number Revisions: Date:
2020.10.13 16:32:07 -04'00'
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
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PHASEARCHITECT/ENGINEER OF RECORD
A/E:
STAMPCONSULTANTS
321 4 5 6 7 8 9 10
HARRELL DESIGN GROUP PC
8016 TOWER POINT DRIVE
CHARLOTTE, NC 28227
704-814-1346
CONSULTING STRUCTURAL ENGINEERS
LAURENE, RICKHER & SORRELL, P.C.
8701 RED OAK BLVD. SUITE 500
CHARLOTTE, NORTH CAROLINA 28217
PHONE: 704-522-0495
POC: MARK RICKHER, PE
CIVIL ENGINEERS
DEVELOPMENT CONSULTANTS INC
2200 RODNEY PARHAM RD. SUITE 220
LITTLE ROCK, ARKANSAS 72212
PHONE: (501) 221-7880
POC: BEN KUDDES POC: LEE HARRELL PE, LEED AP, QCxP
PRESIDENT
NEW ADDITION
RENOVATION AREA
A-WINGBUILDING 7
COVERED SCID ENTRANCE
AMBULATORY
CARE WING
SPINAL CORD INJURY
614-321
GC122
DWJCOCTOBER 13, 2020
MEMPHIS VA MEDICAL CENTER
CONSTRUCT BUILDING 7 SPINAL
CORD INJURY / D OUTPATIENT
ADDITION NORTH
SECOND FLOOR PHASING PLAN BID DOCUMENTS
HDG PROJECT: 19016Revision Number Revisions: Date:
2020.10.13 16:32:39 -04'00'
SERVICE DRIVE
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
G S u r v e y D
W G
A
M
BID DOCUMENTS
FULLY SPRINKLERED
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseARCHITECT/ENGINEER OF RECORD A/E:
STAMPCONSULTANT
321 4 5 6 7 8 9 10
HARRELL DESIGN GROUP
8016 Tower Point Dr.
Charlotte, NC 28227 704-814-1320 POC: Lee Harrell
SURVEYOR
DEVELOPMENT CONSULTANTS INC
2200 Rodney Parham Rd. Suite 220 Little Rock, Arkansas, 72212
(501) 221-7880 Kenneth O. Beckwith
Construct Building 7 Spinal Cord Injury / D Outpatient Addition North
Memphis VA Medical Center
614-321
OCTOBER 13, 2020Revisions: Date:
HDG Project Number: 19016
KEY PLAN
PARTITION LEGEND
DESCRIPTIONSYMBOL
BED TOWER
HOSPITAL
AMBULATORY
CARE
SPINAL
CORD
INJURY
CLINIC
1 HOUR FIRE RATED WALL
2 HOUR RATED FIRE/SMOKE WALL
SMOKE TIGHT WALL
1 HOUR RATED FIRE/SMOKE WALL
V101 K.O.B. J.D.B.D.
SURVEY
I N C O R P O R A T E D
C O N S U L T A N T S
D E V E L O P M E N T
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
24" RCP
AutoCAD SHX Text
18" RCP
AutoCAD SHX Text
STORM DRAIN MANHOLE TOP ELEV=258.61 FL SE ELEV=253.75
AutoCAD SHX Text STORM DRAIN MANHOLE TOP ELEV=264.56 FL NW ELEV=258.53 FL SE ELEV=258.59 FL S ELEV=258.56
AutoCAD SHX Text
15" RCP
AutoCAD SHX Text
15" RCP
AutoCAD SHX Text
12" RCP
AutoCAD SHX Text
12" RCP
AutoCAD SHX Text
12" RCP
AutoCAD SHX Text STORM DRAIN MANHOLE TOP ELEV=272.72 FL NW ELEV=264.47 FL NE ELEV=268.87 FL SE ELEV=264.52
AutoCAD SHX Text STORM DRAIN GRATE INLET TOP ELEV=262.72 FL N (12") ELEV=258.94 FL S (8") ELEV=259.00 FL E (10") ELEV=258.98 FL E (4") ELEV=259.45
AutoCAD SHX Text
10" DOME INLET TOP ELEV=265.69
AutoCAD SHX Text
HEDGE ROW
AutoCAD SHX Text
HEDGE ROW
AutoCAD SHX Text
HEDGE ROW
AutoCAD SHX Text
HEDGE ROW
AutoCAD SHX Text
12" DOUBLE MAGNOLIA
AutoCAD SHX Text
HEDGE ROW
AutoCAD SHX Text
CREPE
AutoCAD SHX Text
MYRTLE
AutoCAD SHX Text
CREPE
AutoCAD SHX Text
MYRTLE
AutoCAD SHX Text
CREPE
AutoCAD SHX Text
MYRTLE
AutoCAD SHX Text
12" PINE
AutoCAD SHX Text
12" PINE
AutoCAD SHX Text
15" PINE
AutoCAD SHX Text
CREPE
AutoCAD SHX Text
MYRTLE
AutoCAD SHX Text
10" TWIN BIRCH
AutoCAD SHX Text
EB
AutoCAD SHX Text
EB
AutoCAD SHX Text
EB
AutoCAD SHX Text
EB
AutoCAD SHX Text
EB
AutoCAD SHX Text
ELECTRIC
AutoCAD SHX Text
BOX
AutoCAD SHX Text C/0
AutoCAD SHX Text C/0
AutoCAD SHX Text C/0
AutoCAD SHX Text C/O
AutoCAD SHX Text
EB
AutoCAD SHX Text
EB
AutoCAD SHX Text
GAS
AutoCAD SHX Text B-1
AutoCAD SHX Text B-2
AutoCAD SHX Text B-3
AutoCAD SHX Text B-4
AutoCAD SHX Text
LIFT GATE
AutoCAD SHX Text
TRAFFIC DETECTORS
AutoCAD SHX Text
6" CONC. WALL
AutoCAD SHX Text
EXHAUST FAN
AutoCAD SHX Text
STEAM LINE IN
AutoCAD SHX Text
STEAM LINE OUT
AutoCAD SHX Text
ASPHALT
AutoCAD SHX Text
ASPHALT
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ASPHALT
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ASPHALT
AutoCAD SHX Text
ASPHALT
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CONC.
AutoCAD SHX Text
CONC.
AutoCAD SHX Text
CONC.
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CONC.
AutoCAD SHX Text
CONC.
AutoCAD SHX Text
CONC.
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CONC.
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CONC.
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BENCH
AutoCAD SHX Text
8" CONC. WALL
AutoCAD SHX Text
CONC.
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CONC.
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CONC.
AutoCAD SHX Text
CONC.
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CONC.
AutoCAD SHX Text
BUILDING
AutoCAD SHX Text
BUILDING
AutoCAD SHX Text
BUILDING
AutoCAD SHX Text
BUILDING
AutoCAD SHX Text
BUILDING
AutoCAD SHX Text
BUILDING
AutoCAD SHX Text
FF ELEV=264.09
AutoCAD SHX Text
FF ELEV=263.43
AutoCAD SHX Text
FF ELEV=277.74
AutoCAD SHX Text
24" VENT
AutoCAD SHX Text A/C
AutoCAD SHX Text
2-ELECTRIC BOXES
AutoCAD SHX Text
OVERHEAD CAMERA
AutoCAD SHX Text
EXHAUST INTAKE
AutoCAD SHX Text
GRASS
AutoCAD SHX Text
GRASS
AutoCAD SHX Text C
AutoCAD SHX Text C/O
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
EXHAUST VENT
AutoCAD SHX Text
GRASS
AutoCAD SHX Text
10" NRCP
AutoCAD SHX Text
4" MTL
AutoCAD SHX Text
8" NRCP
AutoCAD SHX Text
LANDSCAPE
AutoCAD SHX Text
AREA
AutoCAD SHX Text
HANDRAIL
AutoCAD SHX Text E
AutoCAD SHX Text N
AutoCAD SHX Text
NW
AutoCAD SHX Text
SW
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NE
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SE
AutoCAD SHX Text S
AutoCAD SHX Text W
AutoCAD SHX Text
AREA OF WORK
AutoCAD SHX Text Survey was performed based on NAD83 (2011) Tennessee State Plane Zone, per GPS observation.
AutoCAD SHX Text The locations of utilities as shown hereon are based on aboveground structures, markings and record documents. Locations of underground utilities may vary significantly from locations shown hereon. Additional buried utilities/structures may be encountered. No excavations were made during the progress of the survey to locate buried utilities/structures.
AutoCAD SHX Text Contour interval = 1'. Elevation basis is NAVD88, per GPS observation.
AutoCAD SHX Text
NOTES:
AutoCAD SHX Text Date
AutoCAD SHX Text Kenneth O. Beckwith
AutoCAD SHX Text Land Surveyor No. 2083
AutoCAD SHX Text Tennessee Registered Professional
AutoCAD SHX Text CERTIFICATION: I, Kenneth O. Beckwith, certify that a Topographic Survey was performed on the Property shown hereon by a D.C.I. Field Crew under my supervision and this drawing is an accurate representation of the Survey results.
AutoCAD SHX Text
VICINITY MAP - NOT TO SCALE
AutoCAD SHX Text
SITE
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
GRAPHIC SCALE 1" = 10'
AutoCAD SHX Text
AutoCAD SHX Text R
AutoCAD SHX Text O
AutoCAD SHX Text Y
AutoCAD SHX Text E
AutoCAD SHX Text V
AutoCAD SHX Text R
AutoCAD SHX Text U
AutoCAD SHX Text S
AutoCAD SHX Text D
AutoCAD SHX Text N
AutoCAD SHX Text A
AutoCAD SHX Text L
AutoCAD SHX Text D
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text T
AutoCAD SHX Text S
AutoCAD SHX Text I
AutoCAD SHX Text G
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text W
AutoCAD SHX Text H
AutoCAD SHX Text T
AutoCAD SHX Text I
AutoCAD SHX Text B
AutoCAD SHX Text O.
AutoCAD SHX Text H
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text K
AutoCAD SHX Text I
AutoCAD SHX Text V
AutoCAD SHX Text X
AutoCAD SHX Text E
AutoCAD SHX Text C
AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text M
AutoCAD SHX Text M
AutoCAD SHX Text O
AutoCAD SHX Text C
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text S
AutoCAD SHX Text S
AutoCAD SHX Text E
AutoCAD SHX Text N
AutoCAD SHX Text N
AutoCAD SHX Text E
AutoCAD SHX Text T
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text o.
AutoCAD SHX Text N
AutoCAD SHX Text
AGRICULTURE
AutoCAD SHX Text e
AutoCAD SHX Text e
AutoCAD SHX Text e
AutoCAD SHX Text e
AutoCAD SHX Text e
AutoCAD SHX Text e
AutoCAD SHX Text e
AutoCAD SHX Text e
AutoCAD SHX Text e
AutoCAD SHX Text b
AutoCAD SHX Text N
AutoCAD SHX Text N
AutoCAD SHX Text C
AutoCAD SHX Text E
AutoCAD SHX Text K
AutoCAD SHX Text T
AutoCAD SHX Text C
AutoCAD SHX Text
FIRE HYDRANT
AutoCAD SHX Text
LIGHT POLE
AutoCAD SHX Text
COMMUNICATION BOX
AutoCAD SHX Text
SANITARY SEWER
AutoCAD SHX Text
MANHOLE
AutoCAD SHX Text
SIGN
AutoCAD SHX Text
STEAM LINE
AutoCAD SHX Text
STM
AutoCAD SHX Text S
AutoCAD SHX Text
LEGEND
AutoCAD SHX Text
ELECTRIC BOX
AutoCAD SHX Text
EB
AutoCAD SHX Text
WATER LINE
AutoCAD SHX Text
WA
jcarr Line
Q
N
L
J
H
F
3029282726
SUPPLY
1A121
DRESSING
1A114B
1A123
1A120
CORRIDOR CORRIDOR
C1-5
STONE CLINIC
C1-3
1A119
1A108
CORRIDOR
C1-7
1A102A
1A102C
1A102B
1A102
VAM
STATION
1A105
1A103
SOILED UTILITY
1A107
1A111
WOMEN
1A110
TOILET
1A110A
1A110B
1A112B
1A112A
1A112
1A114
1A115
MEDS
1A102D
CORRIDOR
C1-6
1A104
WORK ROOM
OPERATING
ROOM
CONTROL
PROCEDURE
RECOVERY
MEN
CORRIDOR
C1-8
CORRIDOR
C1-2
CORRIDOR
C1-1
ELEC
1A100
(BELOW)
1A124
BREAK RM
1A117C
OFFICE
1A117B
1A116
OFFICE
1A117AMENS
TOILET
1A117-T1
HAC
1A118
STAIR
NO 1
ELEVATOR
P-1
ELEVATOR
P-2
CORRIDOR
C1-9
TELE
1B100
SHOWER/STORAGE
1E104T
PHARMACY
1E100
PATIENT RM
BATH
1B105T
WOMENS TOILET
1A117-T2
SPINAL CORD
1A117
OFFICE
CORRIDOR
MECH
EC
1A101
DN
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
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PHASEARCHITECT/ENGINEER OF RECORD
A/E:
STAMPCONSULTANTS
321 4 5 6 7 8 9 10
HARRELL DESIGN GROUP PC
8016 TOWER POINT DRIVE
CHARLOTTE, NC 28227
704-814-1346
CONSULTING STRUCTURAL ENGINEERS
LAURENE, RICKHER & SORRELL, P.C.
8701 RED OAK BLVD. SUITE 500
CHARLOTTE, NORTH CAROLINA 28217
PHONE: 704-522-0495
POC: MARK RICKHER, PE
CIVIL ENGINEERS
DEVELOPMENT CONSULTANTS INC
2200 RODNEY PARHAM RD. SUITE 220
LITTLE ROCK, ARKANSAS 72212
PHONE: (501) 221-7880
POC: BEN KUDDES POC: LEE HARRELL PE, LEED AP, QCxP
PRESIDENT
NEW ADDITION
RENOVATION AREA
A-WINGBUILDING 7
COVERED SCID ENTRANCE
AMBULATORY
CARE WING
SPINAL CORD INJURY
614-321
HA101
DWJCOCTOBER 13, 2020
MEMPHIS VA MEDICAL CENTER
CONSTRUCT BUILDING 7 SPINAL
CORD INJURY / D OUTPATIENT
ADDITION NORTH
FIRST FLOOR HAZARDOUS
ABATEMENT PLAN
BID DOCUMENTS
HDG PROJECT: 19016Revision Number Revisions: Date:
2020.10.13 16:46:48 -04'00'
Q
N
L
J
H
F
302928272625
CORRIDOR
C2-4
C2-6
C2-9
C2-7
WAITING RM
C2-5
SUPPLY RM
2A103
OFFICE
2A104
EXAM RM
2A105
EXAM RM
2A106
2A119
OFFICE
2A118
OFFICE
2A117
C2-8
2A113 OFFICE
2A114
EQUIP RM
2A115
SOILED UTILITY
2A112
2A110A
2A110
OFFICE
2A107 EXAM RM
2A109
EXAM RM
2A108
OFFICE
2A-102
ELEC
2A101
IT
DN
2A122
OUTSIDE PATIO
2A100A
BATH
2B105A
COMM
2B100
HOPTEL
2B103
CORRIDOR
C2-2
C2-1 C2-3
2A100
ELEVATORELEVATOR
STAIR
NO 1
OFFICE
2A123
2A122A
MENS
TOILET
2A121
WOMENS TOILET
2A120
C2-10
BED RM
2A100B
KITCHEN
2A100C
BATH RM
2A100D
BED RM
2A100E
CLINT
PHARMACY
P-25 P-26
SHAFT
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
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PHASEARCHITECT/ENGINEER OF RECORD
A/E:
STAMPCONSULTANTS
321 4 5 6 7 8 9 10
HARRELL DESIGN GROUP PC
8016 TOWER POINT DRIVE
CHARLOTTE, NC 28227
704-814-1346
CONSULTING STRUCTURAL ENGINEERS
LAURENE, RICKHER & SORRELL, P.C.
8701 RED OAK BLVD. SUITE 500
CHARLOTTE, NORTH CAROLINA 28217
PHONE: 704-522-0495
POC: MARK RICKHER, PE
CIVIL ENGINEERS
DEVELOPMENT CONSULTANTS INC
2200 RODNEY PARHAM RD. SUITE 220
LITTLE ROCK, ARKANSAS 72212
PHONE: (501) 221-7880
POC: BEN KUDDES POC: LEE HARRELL PE, LEED AP, QCxP
PRESIDENT
NEW ADDITION
RENOVATION AREA
A-WINGBUILDING 7
COVERED SCID ENTRANCE
AMBULATORY
CARE WING
SPINAL CORD INJURY
614-321
HA102
DWJCOCTOBER 13, 2020
MEMPHIS VA MEDICAL CENTER
CONSTRUCT BUILDING 7 SPINAL
CORD INJURY / D OUTPATIENT
ADDITION NORTH
SECOND FLOOR HAZARDOUS
ABATEMENT PLAN
BID DOCUMENTS
HDG PROJECT: 19016Revision Number Revisions: Date:
2020.10.13 16:47:09 -04'00'
Q
N
L
J
H
F
3029282726
SUPPLY
1A121
DRESSING
1A114B
TOILET
1A114A
1A123A
1A123
1A120
CORRIDOR
C1-4
CORRIDOR
C1-5
STONE CLINIC
C1-3
1A119
1A108
1A106
CORRIDOR
C1-7
1A102A
1A102C
1A102B
1A102
VAM
STATION
1A105
1A103
1A109SOILED UTILITY
1A107
1A111
WOMEN
1A110
TOILET
1A110A
1A110B
1A112B
1A112A
1A112
1A114
1A115
MEDS
1A102D
CORRIDOR
C1-6
1A104
WORK ROOM
OPERATING
ROOM
CONTROL
PROCEDURE
RECOVERY
VAM
STATION
MEN
CORRIDOR
C1-8
CORRIDOR
C1-2
CORRIDOR
C1-1
ELEC
1A100
(BELOW)
1A124
BREAK RM
1A117C
OFFICE
1A117B
1A116
OFFICE
1A117AMENS
TOILET
1A117-T1
HAC
1A118
STAIR
NO 1
ELEVATOR
P-1
ELEVATOR
P-2
CORRIDOR
C1-9
TELE
1B100
SHOWER/STORAGE
1E104T
PHARMACY
1E100
PATIENT RM
BATH
1B105T
WOMENS TOILET
1A117-T2
SPINAL CORD
1A117
OFFICE
CORRIDOR
MECH
EC
1A101
DN
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
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PHASEARCHITECT/ENGINEER OF RECORD
A/E:
STAMPCONSULTANTS
321 4 5 6 7 8 9 10
HARRELL DESIGN GROUP PC
8016 TOWER POINT DRIVE
CHARLOTTE, NC 28227
704-814-1346
CONSULTING STRUCTURAL ENGINEERS
LAURENE, RICKHER & SORRELL, P.C.
8701 RED OAK BLVD. SUITE 500
CHARLOTTE, NORTH CAROLINA 28217
PHONE: 704-522-0495
POC: MARK RICKHER, PE
CIVIL ENGINEERS
DEVELOPMENT CONSULTANTS INC
2200 RODNEY PARHAM RD. SUITE 220
LITTLE ROCK, ARKANSAS 72212
PHONE: (501) 221-7880
POC: BEN KUDDES POC: LEE HARRELL PE, LEED AP, QCxP
PRESIDENT
NEW ADDITION
RENOVATION AREA
A-WINGBUILDING 7
COVERED SCID ENTRANCE
AMBULATORY
CARE WING
SPINAL CORD INJURY
614-321
HA103
DWJCOCTOBER 13, 2020
MEMPHIS VA MEDICAL CENTER
CONSTRUCT BUILDING 7 SPINAL
CORD INJURY / D OUTPATIENT
ADDITION NORTH
HAZARDOUS LEAD ABATEMENT
FIRST FLOOR
BID DOCUMENTS
HDG PROJECT: 19016Revision Number Revisions: Date:
2020.10.13 16:48:20 -04'00'
Q
N
L
J
H
F
302928272625
CORRIDOR
C2-4
C2-6
C2-9
C2-7
WAITING RM
C2-5
SUPPLY RM
2A103
OFFICE
2A104
EXAM RM
2A105
EXAM RM
2A106
2A119
OFFICE
2A118
OFFICE
2A117
2A116
C2-8
2A113 OFFICE
2A114
EQUIP RM
2A115
SOILED UTILITY
2A112
BREAK RM
2A111
2A110A
2A110
OFFICE
2A107 EXAM RM
2A109
EXAM RM
2A108
OFFICE
SHOWER
2A-102
ELEC
2A101
IT
DN
2A122
OUTSIDE PATIO
2A100A
BATH
2B105A
COMM
2B100
HOPTEL
2B103
CORRIDOR
C2-2
C2-1 C2-3
2A100
ELEVATORELEVATOR
STAIR
NO 1
OFFICE
2A123
2A122A
MENS
TOILET
2A121
WOMENS TOILET
2A120
C2-10
BED RM
2A100B
KITCHEN
2A100C
BATH RM
2A100D
BED RM
2A100E
CLINT
PHARMACY
P-25 P-26
SHAFT
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
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PHASEARCHITECT/ENGINEER OF RECORD
A/E:
STAMPCONSULTANTS
321 4 5 6 7 8 9 10
HARRELL DESIGN GROUP PC
8016 TOWER POINT DRIVE
CHARLOTTE, NC 28227
704-814-1346
CONSULTING STRUCTURAL ENGINEERS
LAURENE, RICKHER & SORRELL, P.C.
8701 RED OAK BLVD. SUITE 500
CHARLOTTE, NORTH CAROLINA 28217
PHONE: 704-522-0495
POC: MARK RICKHER, PE
CIVIL ENGINEERS
DEVELOPMENT CONSULTANTS INC
2200 RODNEY PARHAM RD. SUITE 220
LITTLE ROCK, ARKANSAS 72212
PHONE: (501) 221-7880
POC: BEN KUDDES POC: LEE HARRELL PE, LEED AP, QCxP
PRESIDENT
NEW ADDITION
RENOVATION AREA
A-WINGBUILDING 7
COVERED SCID ENTRANCE
AMBULATORY
CARE WING
SPINAL CORD INJURY
614-321
HA104
DWJCOCTOBER 13, 2020
MEMPHIS VA MEDICAL CENTER
CONSTRUCT BUILDING 7 SPINAL
CORD INJURY / D OUTPATIENT
ADDITION NORTH
HAZARDOUS LEAD ABATEMENT
SECOND FLOOR
BID DOCUMENTS
HDG PROJECT: 19016Revision Number Revisions: Date:
2020.10.13 16:48:40 -04'00'
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
PHASEARCHITECT/ENGINEER OF RECORD
A/E:
STAMPCONSULTANTS
321 4 5 6 7 8 9 10
PARTITION GRAPHICS
NORTH LEGEND
PLAN NORTH
FIRST FLOOR - FFE: 263'-5 1/4"
TRUE NORTH
EXISTING PARTITION /
BARRIER - WALL TO REMAIN
EXISTING PARTITION /
BARRIER - WALL TO BE
REMOVED
NEW PARTITION / BARRIER - WALL
PARTITION PHASING
NO RATING
SMOKE RESISTIVE PARTITION - NON RATED
1 HOUR FIRE BARRIER
1 HOUR FIRE/SMOKE BARRIER
2 HOUR FIRE BARRIER
2 HOUR FIRE/ SMOKE BARRIER
HARRELL DESIGN GROUP PC
8016 TOWER POINT DRIVE
CHARLOTTE, NC 28227
704-814-1346
THESE PRELIMINARY
DRAWINGS ARE ISSUED FOR
INTERIM REVIEW PURPOSES
ONLY. THEY ARE NOT TO BE
USED FOR BIDDING,
PROCUREMENTS, PERMITTING
OR CONSTRUCTION
PURPOSES.
CONSULTING STRUCTURAL ENGINEERS
LAURENE, RICKHER & SORRELL, P.C.
8701 RED OAK BLVD. SUITE 500
CHARLOTTE, NORTH CAROLINA 28217
PHONE: 704-522-0495
POC: MARK RICKHER, PE
CIVIL ENGINEERS
DEVELOPMENT CONSULTANTS INC
2200 RODNEY PARHAM RD. SUITE 220
LITTLE ROCK, ARKANSAS 72212
PHONE: (501) 221-7880
POC: BEN KUDDES POC: LEE HARRELL PE, LEED AP, QCxP
PRESIDENT
SECOND FLOOR - FFE: 277'-9"MECHANICAL ROOM - FFE: 257'-0"
KEY PLAN
NEW ADDITION
RENOVATION AREA
A-WINGBUILDING 7
COVERED SCID ENTRANCE
AMBULATORY
CARE WING
SPINAL CORD INJURY
BED TOWER
HOSPITAL
CLINIC
CONSTRUCTION
DOCUMENTS 100%
OCTOBER 13, 2020
C :\A ut od es k\
R ev it
\1
AR
C H
C en tra l-R
_d w at ki ns
VP
C
N C
.rv t
/1
9/
:0 3:
P
M
614-321
MEMPHIS VA MEDICAL CENTER
CONSTRUCT BUILDING 7 SPINAL
CORD INJURY / D OUTPATIENT
ADDITION NORTH
HDG PROJECT: 19016
- SHEET KEYNOTESGENERAL SHEET NOTES
Revision Number Revisions: Date:
CD101
AB BK
CIVIL DEMOLITION PLAN
1" = 10'-0"
F1 SITE DEMOLITION PLAN
BID DOCUMENTS
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
PHASEARCHITECT/ENGINEER OF RECORD
A/E:
STAMPCONSULTANTS
321 4 5 6 7 8 9 10
PARTITION GRAPHICS
NORTH LEGEND
PLAN NORTH
FIRST FLOOR - FFE: 263'-5 1/4"
TRUE NORTH
EXISTING PARTITION /
BARRIER - WALL TO REMAIN
EXISTING PARTITION /
BARRIER - WALL TO BE
REMOVED
NEW PARTITION / BARRIER - WALL
PARTITION PHASING
NO RATING
SMOKE RESISTIVE PARTITION - NON RATED
1 HOUR FIRE BARRIER
1 HOUR FIRE/SMOKE BARRIER
2 HOUR FIRE BARRIER
2 HOUR FIRE/ SMOKE BARRIER
HARRELL DESIGN GROUP PC
8016 TOWER POINT DRIVE
CHARLOTTE, NC 28227
704-814-1346
THESE PRELIMINARY
DRAWINGS ARE ISSUED FOR
INTERIM REVIEW PURPOSES
ONLY. THEY ARE NOT TO BE
USED FOR BIDDING,
PROCUREMENTS, PERMITTING
OR CONSTRUCTION
PURPOSES.
CONSULTING STRUCTURAL ENGINEERS
LAURENE, RICKHER & SORRELL, P.C.
8701 RED OAK BLVD. SUITE 500
CHARLOTTE, NORTH CAROLINA 28217
PHONE: 704-522-0495
POC: MARK RICKHER, PE
CIVIL ENGINEERS
DEVELOPMENT CONSULTANTS INC
2200 RODNEY PARHAM RD. SUITE 220
LITTLE ROCK, ARKANSAS 72212
PHONE: (501) 221-7880
POC: BEN KUDDES POC: LEE HARRELL PE, LEED AP, QCxP
PRESIDENT
SECOND FLOOR - FFE: 277'-9"MECHANICAL ROOM - FFE: 257'-0"
KEY PLAN
NEW ADDITION
RENOVATION AREA
A-WINGBUILDING 7
COVERED SCID ENTRANCE
AMBULATORY
CARE WING
SPINAL CORD INJURY
BED TOWER
HOSPITAL
CLINIC
CONSTRUCTION
DOCUMENTS 100%
OCTOBER 13, 2020
C :\A ut od es k\
R ev it
\1
AR
C H
C en tra l-R
_d w at ki ns
VP
C
N C
.rv t
/1
9/
:0 3:
P
M
614-321
MEMPHIS VA MEDICAL CENTER
CONSTRUCT BUILDING 7 SPINAL
CORD INJURY / D OUTPATIENT
ADDITION NORTH
HDG PROJECT: 19016
- SHEET KEYNOTESGENERAL SHEET NOTES
Revision Number Revisions: Date:
CS101
AB BK
CIVIL SITE PLAN
1" = 10'-0"
F1 SITE DIMENSIONING PLAN
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
PHASEARCHITECT/ENGINEER OF RECORD
A/E:
STAMPCONSULTANTS
321 4 5 6 7 8 9 10
PARTITION GRAPHICS
NORTH LEGEND
PLAN NORTH
FIRST FLOOR - FFE: 263'-5 1/4"
TRUE NORTH
EXISTING PARTITION /
BARRIER - WALL TO REMAIN
EXISTING PARTITION /
BARRIER - WALL TO BE
REMOVED
NEW PARTITION / BARRIER - WALL
PARTITION PHASING
NO RATING
SMOKE RESISTIVE PARTITION - NON RATED
1 HOUR FIRE BARRIER
1 HOUR FIRE/SMOKE BARRIER
2 HOUR FIRE BARRIER
2 HOUR FIRE/ SMOKE BARRIER
HARRELL DESIGN GROUP PC
8016 TOWER POINT DRIVE
CHARLOTTE, NC 28227
704-814-1346
THESE PRELIMINARY
DRAWINGS ARE ISSUED FOR
INTERIM REVIEW PURPOSES
ONLY. THEY ARE NOT TO BE
USED FOR BIDDING,
PROCUREMENTS, PERMITTING
OR CONSTRUCTION
PURPOSES.
CONSULTING STRUCTURAL ENGINEERS
LAURENE, RICKHER & SORRELL, P.C.
8701 RED OAK BLVD. SUITE 500
CHARLOTTE, NORTH CAROLINA 28217
PHONE: 704-522-0495
POC: MARK RICKHER, PE
CIVIL ENGINEERS
DEVELOPMENT CONSULTANTS INC
2200 RODNEY PARHAM RD. SUITE 220
LITTLE ROCK, ARKANSAS 72212
PHONE: (501) 221-7880
POC: BEN KUDDES POC: LEE HARRELL PE, LEED AP, QCxP
PRESIDENT
SECOND FLOOR - FFE: 277'-9"MECHANICAL ROOM - FFE: 257'-0"
KEY PLAN
NEW ADDITION
RENOVATION AREA
A-WINGBUILDING 7
COVERED SCID ENTRANCE
AMBULATORY
CARE WING
SPINAL CORD INJURY
BED TOWER
HOSPITAL
CLINIC
CONSTRUCTION
DOCUMENTS 100%
OCTOBER 13, 2020
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614-321
MEMPHIS VA MEDICAL CENTER
CONSTRUCT BUILDING 7 SPINAL
CORD INJURY / D OUTPATIENT
ADDITION NORTH
HDG PROJECT: 19016
- SHEET KEYNOTESGENERAL SHEET NOTES
Revision Number Revisions: Date:
CG101
AB BK
CIVIL GRADING &
DRAINAGE PLAN
1" = 10'-0"
F1 SITE GRADING PLAN
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
PHASEARCHITECT/ENGINEER OF RECORD
A/E:
STAMPCONSULTANTS
321 4 5 6 7 8 9 10
PARTITION GRAPHICS
NORTH LEGEND
PLAN NORTH
FIRST FLOOR - FFE: 263'-5 1/4"
TRUE NORTH
EXISTING PARTITION /
BARRIER - WALL TO REMAIN
EXISTING PARTITION /
BARRIER - WALL TO BE
REMOVED
NEW PARTITION / BARRIER - WALL
PARTITION PHASING
NO RATING
SMOKE RESISTIVE PARTITION - NON RATED
1 HOUR FIRE BARRIER
1 HOUR FIRE/SMOKE BARRIER
2 HOUR FIRE BARRIER
2 HOUR FIRE/ SMOKE BARRIER
HARRELL DESIGN GROUP PC
8016 TOWER POINT DRIVE
CHARLOTTE, NC 28227
704-814-1346
THESE PRELIMINARY
DRAWINGS ARE ISSUED FOR
INTERIM REVIEW PURPOSES
ONLY. THEY ARE NOT TO BE
USED FOR BIDDING,
PROCUREMENTS, PERMITTING
OR CONSTRUCTION
PURPOSES.
CONSULTING STRUCTURAL ENGINEERS
LAURENE, RICKHER & SORRELL, P.C.
8701 RED OAK BLVD. SUITE 500
CHARLOTTE, NORTH CAROLINA 28217
PHONE: 704-522-0495
POC: MARK RICKHER, PE
CIVIL ENGINEERS
DEVELOPMENT CONSULTANTS INC
2200 RODNEY PARHAM RD. SUITE 220
LITTLE ROCK, ARKANSAS 72212
PHONE: (501) 221-7880
POC: BEN KUDDES POC: LEE HARRELL PE, LEED AP, QCxP
PRESIDENT
SECOND FLOOR - FFE: 277'-9"MECHANICAL ROOM - FFE: 257'-0"
KEY PLAN
NEW ADDITION
RENOVATION AREA
A-WINGBUILDING 7
COVERED SCID ENTRANCE
AMBULATORY
CARE WING
SPINAL CORD INJURY
BED TOWER
HOSPITAL
CLINIC
CONSTRUCTION
DOCUMENTS 100%
OCTOBER 13, 2020
C :\A ut od es k\
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614-321
MEMPHIS VA MEDICAL CENTER
CONSTRUCT BUILDING 7 SPINAL
CORD INJURY / D OUTPATIENT
ADDITION NORTH
HDG PROJECT: 19016
- SHEET KEYNOTESGENERAL SHEET NOTES
Revision Number Revisions: Date:
CG102
AB BK
CIVIL EROSION
CONTROL PLAN
1" = 10'-0"
F1 SITE EROSION CONTROL PLAN
1 ADA CONCRETE SIDEWALK RAMP
4'-0" MIN.
6"6"
SECTION A-A
PLAN
6"
8"
VARIES
(10' MAX.)
A
A
2 GRATE INLET IN PAVED AREAS
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
PHASEARCHITECT/ENGINEER OF RECORD
A/E:
STAMPCONSULTANTS
321 4 5 6 7 8 9 10
PARTITION GRAPHICS
NORTH LEGEND
PLAN NORTH
FIRST FLOOR - FFE: 263'-5 1/4"
TRUE NORTH
EXISTING PARTITION /
BARRIER - WALL TO REMAIN
EXISTING PARTITION /
BARRIER - WALL TO BE
REMOVED
NEW PARTITION / BARRIER - WALL
PARTITION PHASING
NO RATING
SMOKE RESISTIVE PARTITION - NON RATED
1 HOUR FIRE BARRIER
1 HOUR FIRE/SMOKE BARRIER
2 HOUR FIRE BARRIER
2 HOUR FIRE/ SMOKE BARRIER
HARRELL DESIGN GROUP PC
8016 TOWER POINT DRIVE
CHARLOTTE, NC 28227
704-814-1346
THESE PRELIMINARY
DRAWINGS ARE ISSUED FOR
INTERIM REVIEW PURPOSES
ONLY. THEY ARE NOT TO BE
USED FOR BIDDING,
PROCUREMENTS, PERMITTING
OR CONSTRUCTION
PURPOSES.
CONSULTING STRUCTURAL ENGINEERS
LAURENE, RICKHER & SORRELL, P.C.
8701 RED OAK BLVD. SUITE 500
CHARLOTTE, NORTH CAROLINA 28217
PHONE: 704-522-0495
POC: MARK RICKHER, PE
CIVIL ENGINEERS
DEVELOPMENT CONSULTANTS INC
2200 RODNEY PARHAM RD. SUITE 220
LITTLE ROCK, ARKANSAS 72212
PHONE: (501) 221-7880
POC: BEN KUDDES POC: LEE HARRELL PE, LEED AP, QCxP
PRESIDENT
SECOND FLOOR - FFE: 277'-9"MECHANICAL ROOM - FFE: 257'-0"
KEY PLAN
NEW ADDITION
RENOVATION AREA
A-WINGBUILDING 7
COVERED SCID ENTRANCE
AMBULATORY
CARE WING
SPINAL CORD INJURY
BED TOWER
HOSPITAL
CLINIC
CONSTRUCTION
DOCUMENTS 100%
OCTOBER 13, 2020
C :\A ut od es k\
R ev it
\1
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C H
C en tra l-R
_d w at ki ns
VP
C
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:0 3:
P
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614-321
MEMPHIS VA MEDICAL CENTER
CONSTRUCT BUILDING 7 SPINAL
CORD INJURY / D OUTPATIENT
ADDITION NORTH
HDG PROJECT: 19016
- SHEET KEYNOTESGENERAL SHEET NOTES
Revision Number Revisions: Date:
CS501
AB BK
CIVIL DETAILS BID DOCUMENTS
LM-231
CM-3
WB-12
WB-38
CM-3
WB-6
STE
LM-110
STE
SOD
SOD
SOD
GENERAL SHEET NOTES
Revision Number Revisions: Date:
LS101
RB RB
LANDSCAPE PLAN
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
PHASEARCHITECT/ENGINEER OF RECORD
A/E:
STAMPCONSULTANTS
321 4 5 6 7 8 9 10
PARTITION GRAPHICS
NORTH LEGEND
PLAN NORTH
FIRST FLOOR - FFE: 263'-5 1/4"
TRUE NORTH
EXISTING PARTITION /
BARRIER - WALL TO REMAIN
EXISTING PARTITION /
BARRIER - WALL TO BE
REMOVED
NEW PARTITION / BARRIER - WALL
PARTITION PHASING
NO RATING
SMOKE RESISTIVE PARTITION - NON RATED
1 HOUR FIRE BARRIER
1 HOUR FIRE/SMOKE BARRIER
2 HOUR FIRE BARRIER
2 HOUR FIRE/ SMOKE BARRIER
HARRELL DESIGN GROUP PC
8016 TOWER POINT DRIVE
CHARLOTTE, NC 28227
704-814-1346
THESE PRELIMINARY
DRAWINGS ARE ISSUED FOR
INTERIM REVIEW PURPOSES
ONLY. THEY ARE NOT TO BE
USED FOR BIDDING,
PROCUREMENTS, PERMITTING
OR CONSTRUCTION
PURPOSES.
CONSULTING STRUCTURAL ENGINEERS
LAURENE, RICKHER & SORRELL, P.C.
8701 RED OAK BLVD. SUITE 500
CHARLOTTE, NORTH CAROLINA 28217
PHONE: 704-522-0495
POC: MARK RICKHER, PE
CIVIL ENGINEERS
DEVELOPMENT CONSULTANTS INC
2200 RODNEY PARHAM RD. SUITE 220
LITTLE ROCK, ARKANSAS 72212
PHONE: (501) 221-7880
POC: BEN KUDDES POC: LEE HARRELL PE, LEED AP, QCxP
PRESIDENT
SECOND FLOOR - FFE: 277'-9"MECHANICAL ROOM - FFE: 257'-0"
KEY PLAN
NEW ADDITION
RENOVATION AREA
A-WINGBUILDING 7
COVERED SCID ENTRANCE
AMBULATORY
CARE WING
SPINAL CORD INJURY
BED TOWER
HOSPITAL
CLINIC
CONSTRUCTION
DOCUMENTS 100%
OCTOBER 13, 2020
C :\A ut od es k\
R ev it
\1
AR
C H
C en tra l-R
_d w at ki ns
VP
C
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.rv t
/1
9/
:0 3:
P
M
614-321
MEMPHIS VA MEDICAL CENTER
CONSTRUCT BUILDING 7 SPINAL
CORD INJURY / D OUTPATIENT
ADDITION NORTH
HDG PROJECT: 19016
- SHEET KEYNOTES
1" = 10'-0"
F1 SITE LANDSCAPE PLAN
1. CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT PRIOR TO INITIATING
WORK ON THE SITE.
2. CONTRACTOR SHALL LOCATE ALL EXISTING UTILITIES IN ACCORDANCE WITH
THE ARKANSAS UNDERGROUND FACILITIES DAMAGE PREVENTION ACT. THIS
LAW REQUIRES THAT THE CONTRACTOR MAKE A TELEPHONE CALL TO THE
ARKANSAS ONE-CALL SYSTEM AT 1-800-482-8998 AT LEAST TWO WORKING
DAYS PRIOR TO EXCAVATING TO ENSURE THAT ANY EXISTING UTILITIES CAN
BE LOCATED.
3. CONTRACTOR IS RESPONSIBLE FOR VERIFYING LOCATIONS OF
UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION. SEE UTILITY
COORDINATION PLAN AND VERIFY PLANT EXCAVATIONS WITH UTILITY PLANS
AND INSTALLED FIELD LOCATIONS OF NEW UTILITIES.
4. CONTRACTOR SHALL BEAR ALL RESPONSIBILITY AND COST OF REPAIR OR
REPLACEMENT OF EXISTING UTILITIES, DAMAGE OR INTERRUPTED AS A
RESULT OF THIS CONSTRUCTION PROJECT.
5. CONTRACTOR SHALL NOTIFY THE PROJECT ENGINEER AND THE OWNER OF
ANY DAMAGED OR INTERRUPTED UTILITIES IMMEDIATELY.
6. SEE GRADING AND DRAINAGE PLAN FOR PROPOSED SLOPES, SWALES,
BERMS, ETC. MAINTAIN PROPER FINISH GRADES IN ALL AREAS AS INDICATED.
7. LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR FINE GRADING,
REMOVAL OF MISCELLANEOUS DEBRIS AND ANY ADDITIONAL FILL REQUIRED
TO PROVIDE MINIMUM TOPSOIL DEPTHS AND CREATE A SMOOTH CONDITION
PRIOR TO PLANTING IN ALL AREAS.
8. CONTRACTOR SHALL PROVIDE SOIL SAMPLES. A MINIMUM OF TWO SAMPLES
FROM EACH DIFFERENT SOIL AREA AND FROM EACH IMPORT SOIL SOURCE IS
REQUIRED. VERIFY APPROPRIATE QUANTITY OF SAMPLES WITH THE
LANDSCAPE ARCHITECT. SAMPLES SHALL THEN BE TESTED AND ANALYZED
FOR AGRICULTURAL SUITABILITY AND FERTILITY BY AN ACCREDITED SOIL
TESTING LABORATORY. ANALYSIS SHALL INCLUDE REVIEW AND
COORDINATION WITH SPECIFICATIONS, RECOMMENDATIONS FOR TOPSOIL
PREPARATION, SOIL AMENDMENTS, AND BACK FILL MIX. SUBMIT SOILS
ANALYSES TO LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO SOIL
PREPARATION. THIS REQUIREMENT APPLIES TO ALL SOILS AND CONDITIONS
WITHIN THIS PROJECT INCLUDING IMPORT SOILS AND ON GRADE SOILS.
9. TOPSOIL SHALL BE FREE OF STONES, ROOTS AND CLODS AND ANY OTHER
FOREIGN MATERIAL THAT IS NOT BENEFICIAL FOR PLANT GROWTH. REF.
SPECS.
10. LANDSCAPE AND OPEN AREAS SHALL BE KEPT FREE OF TRASH, LITTER AND
WEEDS AT ALL TIMES DURING CONSTRUCTION.
11. IDENTIFICATION LABELS MUST BE ATTACHED TO ALL PLANT MATERIALS AND
SHALL REMAIN INTACT UNTIL FINAL ACCEPTANCE OF THE WORK. REMOVE
ALL TAGS AND LABELS FOLLOWING ACCEPTANCE.
12. REPORT ANY DISCREPANCIES FOUND IN THE PLANS. IT IS THE
RESPONSIBILITY OF THE CONTRACTOR TO ADVISE THE LANDSCAPE
ARCHITECT OF ANY CONDITION FOUND ON THE SITE WHICH PROHIBITS
INSTALLATION AS SHOWN ON THESE DRAWINGS.
13. THE PLANT SYMBOLS OR INTENDED COVERAGE AREAS SHOWN SHALL
SUPERSEDE NOTED QUANTITIES.
14. CONTRACTOR SHALL STAKE OUT ALL INFORMAL TREE LOCATIONS IN FIELD
USING COLORED FLAGS FOR EACH DIFFERENT TREE SPECIES FOR REVIEW
AND APPROVAL BY THE LANDSCAPE ARCHITECT PRIOR TO EXCAVATION. L.A.
RESERVES THE RIGHT TO ADJUST PLANTS TO EXACT LOCATION IN FIELD.
15. ALL PLANT MATERIALS MUST BE APPROVED PRIOR TO INSTALLATION.
SUBSTITUTIONS OF SIZE OR TYPE OF MATERIAL ARE NOT PERMITTED
WITHOUT WRITTEN APPROVAL, PRIOR TO DELIVERY OR INSTALLATION.
16. ALL PLANT MATERIAL SHALL BE MAINTAINED IN A HEALTHY AND GROWING
CONDITION, AND MUST BE REPLACED WITH PLANT MATERIAL OF THE SAME
VARIETY AND SIZE IF DAMAGED, DESTROYED, OR REMOVED PRIOR TO FINAL
ACCEPTANCE.
17. COORDINATE ALL INSTALLATION ACTIVITIES WITH IRRIGATION WORK AND
IMMEDIATELY REPAIR DAMAGES TO FINISH GRADES, SOD, AND PLANT
MATERIALS UNTIL FINAL ACCEPTANCE OF THE WORK.
CONTRACTOR TO PROVIDE FULL MAINTENANCE OF
INSTALLED LANDSCAPE & IRRIGATION UNTIL DATE OF
FINAL ACCEPTANCE. ALSO PROVIDE ONE YEAR
WARRANTY FOR ALL LANDSCAPE & IRRIGATION WORK
FROM THE DATE OF FINAL ACCEPTANCE.
CONTRACTOR'S MAINTENANCE & WARRANTY
AREAS & LIMITS OF SODDING ARE INDICATED BASED ON ANTICIPATED
DISTURBANCE BY GRADING OPERATIONS. CONTRACTOR TO PROVIDE
ADDITIONAL SODDING IN ANY OTHER AREAS DISTURBED BY WORK
UNDER THIS CONTRACT. ALSO EXCAVATE & REMOVE ANY REMAINING
TURF & SOIL TO A 4" MINIMUM DEPTH WITHIN NEW SOD AREAS WHERE
NECESSARY. HAND EXCAVATION REQUIRED WITHIN DRIP LINES OF
TREE AREAS. DO NOT DAMAGE EXISTING ROOTS.
SODDING OF DISTURBED AREAS
LANDSCAPE NOTES
SQ. YD. SOLID SOD ALL INDICATED AREAS WITH CLOSE KNIT JOINTS. DWARF FESCUE
MULCH
ITEM REMARKS
SHREDDED HARDWOOD MULCH. 2 INCH MINIMUM LAYER DEPTH IN ALL
PLANTED BEDS & GROUND COVER BEDS. REMOVE ALL OTHER DEBRIS.
4" MINIMUM LAYER IN SOD AREAS. PLACE AND CLEAN DEBRIS FROM
TOPSOIL PER SPECIFICATIONS. TOPSOIL TO BE TESTED BY WALLACE
LABS AND AMENDED ACCORDINGLY
STEEL
4" X 6" UNFINISHED STEEL BANDS ARE TO BE USED FOR THE STEEL
EDGING. EDGING IS TO BE STAKED WITH A 12"X1"X1
4" BAND CUT AND
BENT OVER THE TOP OF THE STEEL. EDGING IS TO BE WELDED AT THE
SEAMS IN THE FIELD.
EDGINGSTE
OTHER MATERIALS
PLANTING BED MIX 18" MINIMUM IN SHRUB AREAS, 12" MINIMUM LAYER DEPTH FOR
GROUNDCOVER AREAS AND 4" MINIMUM LAYER IN SOD AREAS. PLACE
AND CLEAN DEBRIS FROM TOPSOIL PER SPECIFICATIONS. TOPSOIL TO
BE MIX OF 33% SILTY LOAM IMPORTED TOPSOIL 33% SAND AND 33%
'BACK TO EARTH' COMPOST BLEND. REFERENCE DETAILS
TOPSOIL SOD AREAS
REMARKSSIZESYMBOL COMMON/BOTANICAL NAME
PLANT LIST
CM
CRAPE MYRTLE
LAGERSTROEMIA INDICA X FAURIEI 'NATCHEZ' 7-8' HT
IG
WINTER GEM BOXWOOD
BUXUS MICROPHYLLA VAR. JAPONICA
MATCHED SPECIMEN PLANTS,PHOTOS MUST BE SUBMITTED FOR
APPROVAL PRIOR TO PURCHASE.3 GAL
LAWN / SOD
LIRIOPE MUSCARI
BIG BLUE LILYTURF 1 GAL
MATCHED SPECIMEN PLANTS,PHOTOS MUST BE SUBMITTED FOR
APPROVAL PRIOR TO PURCHASE. SPACE AT 10" O.C.
'WINTER GEM'
MATCHED SPECIMEN PLANTS,PHOTOS MUST BE SUBMITTED FOR
APPROVAL PRIOR TO PURCHASE.
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
A/E:
STAMPCONSULTANTS
321 4 5 6 7 8 9 10
HARRELL DESIGN GROUP PC
8016 TOWER POINT DRIVE
CHARLOTTE, NC 28227
704-814-1346
CONSULTING STRUCTURAL ENGINEERS
LAURENE, RICKHER & SORRELL, P.C.
8701 RED OAK BLVD. SUITE 500
CHARLOTTE, NORTH CAROLINA 28217
PHONE: 704-522-0495
POC: MARK RICKHER, PE
CIVIL ENGINEERS
DEVELOPMENT CONSULTANTS INC
2200 RODNEY PARHAM RD. SUITE 220
LITTLE ROCK, ARKANSAS 72212
PHONE: (501) 221-7880
POC: BEN KUDDES POC: LEE HARRELL PE, LEED AP, QCxP
PRESIDENT
B
IM
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SS001
JARKABOCTOBER 13, 2020
MEMPHIS VA MEDICAL CENTER
CONSTRUCT BUILDING 7 SPINAL
CORD INJURY / D OUTPATIENT
ADDITION NORTH
GENERAL NOTES BID DOCUMENTS
HDG PROJECT: 19016
1.0. CODES AND STANDARDS:
1.1. INTERNATIONAL BUILDING CODE 2012 EDITION INCLUDING ALL SUBSEQUENT
SUPPLEMENTS AND AMENDMENTS THERETO.
1.2. "MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES", AMERICAN
SOCIETY OF CIVIL ENGINEERS, ASCE 7-10.
1.3. "SPECIFICATIONS FOR STRUCTURAL STEEL BUILDINGS", PUBLICATION 360-10 BY THE
AMERICAN INSTITUTE OF STEEL CONSTRUCTION, AND AS AMENDED IN SPECIFICATIONS.
1.4. "SEISMIC PROVISIONS FOR STRUCTURAL STEEL BUILDINGS", PUBLICATION 341-10 BY
THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION.
1.5. "STRUCTURAL WELDING CODE - STEEL (AWS D1.1-04)" AND "STRUCTURAL WELDING
CODE REINFORCING STEEL (AWS D1.4-98)", AMERICAN WELDING SOCIETY.
1.6. "BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE (ACI 318-11)",
AMERICAN CONCRETE INSTITUTE AND ALL SUCCEEDING REVISIONS.
1.7. "BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES" (ACI 530-11) AND "SPECIFICATIONS
FOR MASONRY STRUCTURES" (ACI 530.1-11), AMERICAN CONCRETE INSTITUTE.
1.8. "MANUAL OF STANDARD PRACTICE", CONCRETE REINFORCING STEEL INSTITUTE,
LATEST EDITION.
1.9. "STANDARD FOR COMPOSITE STEEL FLOOR DECK-SLABS", ANSI/SDI C-2011, STEEL DECK INSTITUTE.
1.10. "NORTH AMERICAN SPECIFICATION FOR THE DESIGN OF COLD-FORMED STEEL STRUCTURAL
MEMBERS, WITH SUPPLEMENT 1, DATED 2010", S100-07/SI-10,
AMERICAN IRON AND STEEL INSTITUTE.
2.0. SPECIFICATIONS:
2.1. THE STRUCTURAL GENERAL NOTES ARE NOT A SUBSTITUTE OR A REPLACEMENT
FOR THE PROJECT SPECIFICATIONS. THESE NOTES ARE INTENDED AS A GUIDE TO
THE DESIGN AND/OR CONSTRUCTION REQUIREMENTS ESTABLISHED FOR THIS PROJECT.
NO CONTRACTOR SHOULD ATTEMPT TO DESIGN, BID, OR CONSTRUCT ANY PORTION OF
THE WORK HEREIN WITHOUT CONSULTING THE PROJECT SPECIFICATIONS. WHERE
CONFLICTS OCCUR BETWEEN THESE NOTES AND THE SPECIFICATIONS, THE MORE
STRINGENT REQUIREMENT SHALL APPLY UNLESS A WRITTEN CLARIFICATION IS
ISSUED BY THE STRUCTURAL ENGINEER.
2.2. CONTRACTOR AND STRUCTURAL STEEL FABRICATOR SHOULD ACQUAINT THEMSELVES WITH
THE REQUIREMENTS FOR DOMESTICALLY PRODUCED BOLTS AND FOR STEEL CONNECTION
DESIGN REQUIREMENTS NOTED HEREIN AND IN THE STRUCTURAL STEEL SPECIFICATIONS.
2.3. CONTRACTOR AND STRUCTURAL STEEL FABRICATOR SHOULD ACQUAINT THEMSELVES WITH
THE REQUIREMENTS FOR DOMESTICALLY PRODUCED BOLTS AND FOR STEEL CONNECTION
DESIGN REQUIREMENTS, INCLUDING SIGNED AND SEALED SHOP DRAWINGS AND
CONNECTION DESIGN CALCULATIONS, NOTED HEREIN AND IN THE STRUCTURAL STEEL
SPECIFICATIONS. REQUIREMENTS ARE MANDATORY. REFER TO SPECIFICATION
SECTION 051200 "STRUCTURAL STEEL"
2.4. STRUCTURAL STEEL SHALL BE FABRICATED BY A QUALIFIED FABRICATOR WHO PARTICIPATES
IN THE AISC CERTIFICATION PROGRAM AND IS DESIGNATED AS AN AISC CERTIFIED
PLANT "STANDARD FOR STEEL BUILDING STRUCTURES (STD)" AND THE STRUCTURAL
STEEL FABRICATOR MUST DEMONSTRATE A CONSISTENT RECORD OF AT LEAST TEN (10)
SUCCESSFUL PROJECTS OF EQUAL OR GREATER MAGNITUDE OVER THE PRECEDING FIVE
(5) YEARS. CONTRACTOR SHALL SUBMIT EVIDENCE TO THE ARCHITECT VERIFYING
HIS PROPOSED FABRICATOR'S COMPLIANCE. FABRICATOR'S CREDENTIALS MUST BE IN
COMPLIANCE WITHIN 48 HOURS OF BID.
2.5. STRUCTURAL STEEL SHALL BE ERECTED BY A QUALIFIED INSTALLER WHO PARTICIPATES
IN THE AISC CERTIFICATION PROGRAM AND IS DESIGNATED AS AN AISC "ADVANCED
CERTIFIED STEEL ERECTOR (ACSE)" AND THE ERECTOR MUST DEMONSTRATE A
CONSISTENT RECORD OF AT LEAST TEN (10) SUCCESSFUL PROJECTS OF EQUAL
OR GREATER MAGNITUDE OVER THE PRECEDING FIVE (5) YEARS.
CONTRACTOR SHALL SUBMIT EVIDENCE TO THE ARCHITECT VERIFYING HIS ERECTOR'S
COMPLIANCE. ERECTOR'S CREDENTIALS MUST BE IN COMPLIANCE WITHIN 48 HOURS OF BID.
3.0. DESIGN LOADS:
3.1. SUPERIMPOSED GRAVITY LOADS:
AREA LIVE LOAD DEAD LOAD
MINIMUM UNIFORM ROOF LOAD 20 PSF 20 PSF
PENTHOUSE, MECHANICAL AREAS 150 PSF -
STORAGE, STAIRS 100 PSF -
ALL FRAMED FLOORS, U.N.O. 100 PSF 20 PSF
SLAB ON GRADE 200 PSF -
LIVE LOADS ARE REDUCED IN CONFORMANCE WITH ASCE 7-10
SECTION 4.8 "REDUCTION IN LIVE LOADS"
3.2. SEISMIC LOADS:
RISK CATEGORY IV
IMPORTANCE FACTOR "I" 1.50
SITE SOIL CLASSIFICATION D
MAPPED SPECTRAL RESPONSE "Ss/S1" 0.985g/0.343g DESIGN SPECTRAL RESPONSE "Sds/Sd1" 0.726g/0.392g
SEISMIC DESIGN CATEGORY D
MEAN ROOF HEIGHT 28'-0"
STRUCTURAL SYSTEM NORTH/SOUTH EAST/WEST
SPECIAL STEEL SPECIAL STEEL
MOMENT FRAMES MOMENT FRAMES
RESPONSE MODIFICATION "R" 8.0 8.0
DEFLECTION AMPLIFICATION "Cd" 5.5 5.5 PERIOD BY CODE FORMULA "Ta" 0.403 SEC. 0.403 SEC.
PERIOD BY ELASTIC ANALYSIS "Te" 0.741 SEC. 0.773 SEC.
MAXIMUM PERMISSIBLE PERIOD "Tu" 0.564 SEC. 0.564 SEC.
SEISMIC COEFFICIENT "Cs" 0.130 0.130
SEISMIC BASE SHEAR "V" 124.2 KIPS 124.2 KIPS
3.3. WIND LOADS:
BASIC WIND SPEED (3-SECOND GUST) 120 MPH (ULTIMATE)
RISK CATEGORY IV
ASCE 7 EXPOSURE CATEGORY B
MEAN ROOF HEIGHT 28'-0"
MAIN WIND FORCE RESISTING SYSTEM NORTH/SOUTH EAST/WEST
SPECIAL STEEL SPECIAL STEEL
MOMENT FRAMES MOMENT FRAMES
WINDWARD PRESSURE COEFFICIENT "Cp" +0.80 +0.80
LEEWARD PRESSURE COEFFICIENT -0.50 -0.50
WIND BASE SHEAR "V" 30.8 KIPS 27.2 KIPS
WIND PRESSURES FOR CLADDING AND OTHER COMPONENTS VARY WITH SHAPE
FACTORS FOR THOSE COMPONENTS - SEE APPROPRIATE ASCE 7-10 SECTIONS
3.4. DRIFTING SNOW LOADS:
50 YEAR GROUND SNOW LOAD "Pg" 10.0 PSF
RISK CATEGORY IV
IMPORTANCE FACTOR "I" 1.20
ROOF EXPOSURE TYPE PARTIAL
EXPOSURE FACTOR "Ce" 1.00 THERMAL FACTOR "Ct" 1.00 MINIMUM ROOF SNOW LOAD (Pg*I) 12.0 PSF FLAT ROOF SNOW LOAD "Pf" 8.4 PSF
RAIN-ON-SNOW SURCHAGE 5.0 PSF
FLAT ROOF DESIGN SNOW LOAD 13.4 PSF
4.0. FOUNDATIONS:
4.1. FOUNDATION DESIGN IS BASED ON THE GEOTECHNICAL REPORT, DATED SEPTEMBER 20, 2019
WITH ADDENDUM DATED SEPTEMBER 26, 2019 BY S&ME. THESE REPORTS ARE AVAILABLE FOR
INSPECTION AT THE OFFICE OF THE ARCHITECT OR OWNER. THE RECOMMENDATIONS
OF THIS "REPORT" ARE HEREIN MADE A PART OF THE REQUIREMENTS OF THESE
CONTRACT DOCUMENTS.
4.2. PREVIOUS GEOTECHNICAL STUDIES MAY HAVE BEEN CONDUCTED BY THE OWNER ON THIS
SITE OR ON ADJACENT SITES. CONTRACTOR SHALL OBTAIN ANY AVAILABLE
INFORMATION FROM THE OWNER AND/OR FROM THE GEOTECHNICAL ENGINEER RESPONSIBLE
FOR CONDUCTING SUCH TESTS. CONTRACTOR IS ADVISED TO OBTAIN SUCH INFORMATION
TO ASSIST IN THE PREPARATION OF THE BUILDING PAD AND FOUNDATION BEARING
STRATA. CONTRACTOR SHOULD NOTE THAT GEOTECHNICAL STUDIES CONDUCTED ON
ADJACENT SITES MAY NOT BE APPLICABLE TO THE SITE FOR THIS PROJECT AND THAT
INTERPRETATION OF EXISTING INFORMATION WITH RESPECT TO ITS APPLICABILITY FOR
THIS SITE SHOULD BE MADE BY A QUALIFIED GEOTECHNICAL ENGINEER.
4.3. WHERE FOOTING EXCAVATIONS MUST REMAIN OPEN OVERNIGHT OR IF RAINFALL BECOMES
IMMINENT WHILE BEARING SOILS ARE EXPOSED, A 2" TO 4" THICK MUD MAT OF
UNREINFORCED LEAN (F'C = 2000 PSI) CONCRETE SHALL BE PLACED ON THE BEARING
SOILS BEFORE PLACEMENT OF THE FOOTING REINFORCING.
4.4. ALL MAIN LOAD BEARING FOUNDATIONS (SUCH AS THE FOUNDATIONS FOR COLUMNS,
MULTI-STORY WALLS AND RETAINING WALLS)…
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