Attachment 4 - ARCHITECTURAL BINDER-2.pdf
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- Solicitation number
- 36C77623B0037
About this file
This document contains construction drawings and technical specifications for a federal construction project. The project involves constructing an integrated health center for the Alvin C. York VA Medical Center in Murfreesboro, Tennessee under solicitation number 36C77623B0037 issued by the Department of Veterans Affairs Technology Acquisition Center Austin. The drawings provide details for fire dampers, wall penetrations, device mounting heights, and other architectural elements. Specifications cover fire-rated wall, floor, and ceiling assemblies. No response or award dates are included.
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CONCRETE OR MASONRY
METAL STUD
WOOD STUD
1" MIN OVERLAP
1" MIN OVERLAP
1" MIN OVERLAP
OPENING TO BE LINED WITH FIRE RESISTIVE
MATERIAL OF RATING EQUAL TO THAT ON THE
WALL (REQ'D BY AHJ)
FIRE RESISTIVE MATERIAL
FIRE DAMPER
SLEEVE
BREAKAWAY
CONNECTION
STRAPS WRAPPED AROUND
METAL STUDS MAY BE USED
ON SOME UL APPROVED FIRE
DAMPER ASSEMBLIES IN
PLACE OF ANGLE IRON
FRAMES
FIRE DAMPER
SLEEVE
BREAKAWAY
CONNECTION
FIRE DAMPER
SLEEVE
BREAKAWAY
CONNECTION
OPTIONAL LINING OF OPENING: LOCAL AHJ MAY
REQUIRE OPENING TO BE LINED WITH FIRE RESISTIVE
MATERIAL OF RATING EQUAL TO THAT ON THE WALL
FOR SOME FIRE DAMPER INSTALLATIONS (NOT REQ'D
BY AHJ.)
FRAMING REQUIREMENTS FOR FIRE AND FIRE/SMOKE DAMPERS
NOTE: NO CAULKING IS REQ'D ON
FIRE DAMPERS OR FIRE DAMPER
RETAINING ANGLES
B
A
E
DUCT MAY ATTACH TO
SLEEVE OR DAMPER
C
D
F
DUCT
G "TYPICAL"
6" MAX EACH SIDE
NOTE: VERTICAL POSITION IS SHOWN;
HORIZONTAL INSTALLATION IS SIMILAR.
FOLLOW INSTRUCTION FOR FUSIBLE LINKS.
FIRE/SMOKE DAMPER THROUGH RATED PARTITION
NOTES:
• FIRE DAMPER SLEEVE CLEARANCE WITHIN THE WALL OPENING: CLEARANCE
REQUIREMENTS FOR DAMPER SLEEVES WITH A WALL OPENING IS BASED ON 1/8
INCH PER FOOT OR WIDTH (OR HEIGHT) UNLESS OTHERWISE STATED IN THE LISTING
OF THE ASSEMBLY. THE SLEEVE MAY REST ON THE BOTTOM OF THE OPENING, AND
NEED NOT BE CENTERED. (FRACTIONAL DIMENSIONS SHALL BE TAKEN AS THE NEXT
LARGEST WHOLE FOOT.)
EXAMPLE: A 30 INCH X 24 INCH FIRE DAMPER SLEEVE IS INSTALLED IN A WALL
OPENING. THE OPENING SHALL BE 30-3/8" W (1/8" X 3 FT) BY 24-1/2" H (1/8" X 2 FT.)
THE SLEEVE IS RETAINED IN THE WALL OPENING BY THE USE OF STEEL RETAINING
ANGLES (A). THESE MUST OVER-LAP THE EDGE OF THE FRAMING BY A MINIMUM OF (1)
INCH OVER AND BEYOND THE MATERIAL IN THE OPENING. THIS MEANS THAT THE
MINIMUM WIDTH OF THE RETAINING ANGLE WOULD BE 1-5/8" (GOOD PRACTICE CALLS
FOR AN ADDITIONAL SAFETY FACTOR BY MAKING THE ANGLE IN THIS CASE 1-1/2" W.)
THE DIMENSIONS REQUIRED FOR THE OPENING SHALL BE THOSE REMAINING AFTER
THE OPENING HAS BEEN FRAMED AND FIRE RESISTIVE MATERIALS PROVIDED WHERE
REQ'D. THE FIRE RESISTIVE MATERIALS SHALL BE EQUAL TO THE REQUIREMENTS FOR
FIRE RESISTIVE MATERIALS USED IN THE CONSTRUCTED WALL SO THAT A
CONTINUOUS RATING EXISTS AT THE WALL PENETRATION.
• MANUFACTURERS' INSTALLATION DETAILS: THE FIRE DAMPER MANUFACTURERS'
INSTALLATION DETAILS AND INSTRUCTIONS AS TESTED AND APPROVED BY UL MUST
BE USED IN LIEU OF THE ABOVE DETAILS WHERE APPLICABLE.
PROVIDE A COPY OF THE MANUFACTURER'S INSTALLATION INSTRUCTIONS AT THE AHJ
INSPECTION.
FIRE AND FIRE/SMOKE DAMPER TYPICAL
INSTALLATION DETAILS:
A. RETAINING ANGLES: MINIMUM 1-1/2" X 1-1/2" X 0.054
(16 GA). RETAINING ANGLES MUST LAP STRUCTURAL
OPENING 1" MINIMUM AND COVER CORNERS OF
OPENINGS.
B. CLEARANCE: 1/8" PER LINEAR FOOT BOTH
DIMENSIONS (SEE NOTE 1 BELOW)
C. STEEL SLEEVE: GA AS REQ'D BY MFG
INSTRUCTIONS.
D. APPROVED FIRE DAMPER (CURTAIN OR BLADE TYPE)
E. SECURE RETAINING ANGLES TO THE SLEEVE ONLY
ON 8" CENTERS WITH: (1) 1/2" LONG WELDS; OR (2)
1/4" BOLTS AND NUTS; OR (3) NO. 10 STEEL SCREWS;
OR (4) MINIMUM 3/16" STEEL RIVETS.
F. SECURE DAMPER TO SLEEVE ON 8" CENTERS WITH:
(1) 1/2" LONG WELDS; OR (2) 1/4" BOLTS AND NUTS; OR
(3) NO. 10 STEEL SCREWS; OR (4) MINIMUM 3/16"
STEEL RIVETS.
G. CONNECT DUCT TO SLEEVE AS REQ'D BY THE
MANUFACTURER.
H. INSTALL ACCESS DOOR OR PANEL FOR SERVICE AND
INSPECTION. DOOR MUST BE LARGE ENOUGH TO
CHANGE LINK.
A (CAULKING)
A (CAULKING)
C
H
G
48" MAX
6" M
IN
CONDUIT
2" +/- MAX
A
A
1"
M
A X
ELEVATION
METAL STUDS
BEHIND GYPSUM
BOARD
V A
R
IE
S
1" 1"
NOTE: OVER 1" GAP REQUIRES A
GYPSUM BOARD PATCH
SECTION A-A
PACK TIGHTLY WITH SAFING
METAL TRACKS
1/4"
1/2"
1/8" MAX GAP 1/8": NO TREATMENT OR SURFACE BEAD OF
ACOUSTICAL SEALANT ON NON SMOKE WALLS
MAX GAP 1/2": FILL WITH ACOUSTICAL SEALANT
MAX GAP 1/4": FILL WITH JOINT COMPOUND TO DEPTH
OF GYPSUM PANEL PRODUCT
18 GA WIRE TIE RETAINER
JOINT COMPOUND APPLIED
TO BACK OF GYPBOARD
TYPE G SCREW (ONE PER
CORNER)
ONE OR TWO
HOUR PARTITION
TYPICAL BOX
CUT GYPBOARD
TO FIT TIGHTLY
AROUND
CONDUIT
18 GA WIRE TIE RETAINER
JOINT COMPOUND APPLIED
TO BACK OF GYPBOARD
TYPE G SCREW (ONE PER
CORNER)
NOTE: CUT ALL 'ENCLOSURE' PIECES
OF GYPSUM BOARD OR GYPSUM
PANEL PRODUCT TO ENSURE PROPER
TIGHT FIT
SECTION - TWO HOUR WALL
SECTION - ONE HOUR WALLPARTIAL ELEVATION
POWER / DATA OUTLETS
(O P
E R
A B
LE
P
A R
T
2"
8"
SWITCHES T-STATS & H-STATS
" 36
6"
6"
ALIGN DEVICES
(O P
E R
A B
LE
P
A R
T
2"
8"
CASEWORK CASEWORK
F
IN
IS
H
G R
A D
E
A B
O V
E
WEATHERPROOF
RECEPTACLES
F
IN
IS
H
R O
O F
A B
O V
E
FIRE ALARM DEVICES
M A
N U
A L
P U
LL
S
T A
T
IO
N
(O P
E R
A B
LE
P
A R
T
2"
8"
)WHERE POSSIBLE
A U
D
IB
LE
V
IS
U A
L D
E V
IC
E
S
(L E
N S
0" T
O
6"
S P
E A
K E
R
0"
T O
B E
LO
W
C E
IL
IN
G
F
IR
E A
LA
R
M A
N N
U C
IA
T
O R
P A
N E
L
T O
T O
P M
O S
T C
O N
T R
O L
D E
V
IC
E
F
IR
E A
LA
R
M T
E S
T S
T A
T
IO
N
T O
T O
P O
F T
E S
T S
W
IT
C H
SECURITY AND COMMUNICATION DEVICES
C A
R D
R E
A D
E R
K
E Y
P A
D
E M
E R
. B U
T T
O N
D
O O
R R
E
LE
A S
E
P U
S H
P A
D
W A
LL
T
E
LE
P H
O N
E
N U
R S
E C
A
LL
C
O D
E B
LU
E
(U .N
.O
P A
G
IN
G C
T R
L / V
O
LU
M E
C T
R L
(U .N
.O
CLOCK
C
LO
C K
T
IM
E R
C T
R L
/ D A
T A
D R
O P
EXTERIOR INTERIOR
NOTE: NURSE CALL AND CODE BLUE HEIGHTS MAY VARY
AT PATIENT HEADWALLS DUE TO COORDINATION WITH
OTHER DEVICES. REFERENCE INTERIOR ELEVATIONS
FOR ADDITIONAL INFORMATION.
NOTE: FINISH GRADE OR ROOF
LINE MAY VARY. DIMENSIONS
GIVEN ARE APPROXIMATE
MINIMUM VALUES AND SHOULD
BE ALIGNED IN ELEVATION WHEN
VARIATION IS LESS THAN 6".
GENERAL NOTE: DIMENSIONS GIVEN ARE TYPICAL. REFER TO INTERIOR ELEVATIONS FOR A-TYPICAL
MOUNTING. CONTACT ARCHITECT PRIOR TO ROUGH-IN WHEN DISCREPANCIES ARE DISCOVERED
BETWEEN THESE DIMENSIONS, DIMENSIONS SHOWN ELSEWHERE IN THE CONTRACT DOCUMENTS,
NOTED ACCESSIBILITY REQUIREMENTS, OR ANY STATE OR LOCAL AHJ REQUIRMENT.
12 Cadillac Dr., Suite 150 Brentwood, TN 37027 P 615.297.4554
©Copyright 2020
TLC No.:
www.tlc-engineers.com
120483
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
100% CONSTRUCTION
DOCUMENTS
FULLY SPRINKLERED
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
Phase
ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
214 Centerview Drive Suite 300 Brentwood, TN 37027
615.370.8500woldhfr.com
WOLD | HFR DESIGN
102 THIRD AVENUE NE
HICKORY, NC 28601
PHONE: 828.315.9962
FAX: 828.315.9966
NC ENGINEERING LICENSE NO: P-0214
NC ARCHITECTURE LICENSE NO: 51254
MURFREESBORO, TN
B
IM
/T
V H
S
A lv in C
Y o rk
V A
I n te g ra te d H e a lt h /2
A R
C H
P
R O
J E
C T
C E
N T
R A
L .r v t
/2
/2
:0
:0
P
M
AE 08.06
MISC DETAILS TVHS - ALVIN C. YORK VAMC -
INTEGRATED HEALTH CENTER
AT05-20-2022
626-309
RA
4 FIRE DAMPER THRU RATED PARTITION
2 MULTIPLE CONDUIT/PIPE PENETRATIONS 3 RATED PARTITIONS - PENETRATIONS
2 HR WW-D-0040 N/A
GYPSUM TO CONCRETE (WALL TO
WALL)
1 HR WW-D-0040 N/A
2 HR BW-S-0001 N/A
GYPSUM WALL TO CONCRETE FLOOR
(BOTTOM-OF-WALL)
1 HR BW-S-0001 N/A
2 HR HW-D-0082 HW-D-1011
GYPSUM WALL TO FLAT CONCRETE
FLOOR (TOP-OF-WALL)
1 HR HW-D-0082 HW-D-1011
2 HR HW-D-0097 HW-D-1009
CONCRETE OR BLOCK WALL TO FLAT
CONCRETE FLOOR (TOP-OF-WALL)
1 HR N/A N/A
2 HR FW-D-1011 FW-D-1011
CONCRETE (EDGE
OF FLOOR SLAB-TO-WALL)
1 HR FW-D-1011 FW-D-1011
2 HR FF-D-1013 FF-D-1013
CONCRETE (FLOOR-TO-FLOOR)
1 HR FF-D-1013 FF-D-1013
JOINT WIDTH </= 2" JOINT WIDTH > 2"; </= 6"
TYPE OF JOINT F-RATING (HR)
BASIS OF DESIGN UL SYSTEM
JOINT FIRESTOPPING SYSTEMS
2 HR C-AJ-8099 C-AJ-8099 W-L-1095
MIXED PENETRANTS 1 HR C-AJ-8099 C-AJ-8099 W-L-1095
2 HR N/A W-J-7124 W-L-7059
MECHANICAL DUCTWORK WITHOUT
DAMPERS (INSULATED)
1 HR N/A W-J-7124 W-L-7059
2 HR C-AJ-7046 C-AJ-7046 W-L-7040
MECHANICAL DUCTWORK WITHOUT
DAMPERS (NON-INSULATED)
1 HR C-AJ-7046 C-AJ-7046 W-L-7040
2 HR C-AJ-6017 C-AJ-6017 --
ELECTRICAL BUSWAY 1 HR C-AJ-6017 C-AJ-6017 --
2 HR C-AJ-5090 C-AJ-5090 W-L-5028
INSULATED PIPES 1 HR C-AJ-5090 C-AJ-5090 W-L-5028
2 HR C-AJ-4034 C-AJ-4034 W-L-4011
CABLE TRAY 1 HR C-AJ-4034 C-AJ-4034 W-L-4011
2 HR C-AJ-3095 C-AJ-3095 W-L-3065
SINGLE OR BUNDLED CABLES 1 HR C-AJ-3095 C-AJ-3095 W-L-3065
2 HR C-AJ-2109 C-AJ-2109 W-L-2075
NON-METALLIC PIPE OR CONDUIT 1 HR C-AJ-2109 C-AJ-2109 W-L-2075
2 HR F-A-1028 C-AJ-1226 W-L-1054
METAL PIPES OR CONDUIT 1 HR F-A-1028 C-AJ-1226 W-L-1054
2 HR F-A-0006 C-AJ-0055 --
CIRCULAR BLANK OPENINGS 1 HR F-A-0006 C-AJ-0055 --
TYPE OF PENETRANT F-RATING (HR)
BASIS OF DESIGN UL SYSTEM
(CONCRETE FLOORS)
BASIS OF DESIGN UL SYSTEM
(CONCRETE / BLOCK WALLS)
BASIS OF DESIGN UL SYSTEM
(GYPSUM WALLS)
THROUGH PENETRATION SYSTEMS
FIRESTOPPING SCHEDULE
5 TYP SMALL FIVE-SIDED BOX ENCLOSURE
0 2" 1'4" 6" 0 2" 1'4" 6"
1 TYPICAL MOUNTING HEIGHTS (MPE DEVICES)
NOT TO SCALE
6 TOILET PARTITIONS
Revisions: Date:
72.0'
A
E
.0
AE 08.07
AE 08.07
CAST STONE
CAP, REF.
DETAIL
C J
6' -0
C J
4' -0 /2
C J
5' -0
C J
5' -0 /2
C J
5' -0
C J
5' -0
C J
5' -0 /2
CONTROL JOINT
EQ
CONTROL JOINT
EQ
13'-3 5/8"
RAMP UP
RAMP UP
R
IS
E R S
HANDRAIL TO EXTEND
1'-0" PAST TOP OF
STAIR
SKEWED
FOOTING BELOW
@ 3' BELOW 586'
ELEVATION
CLEAR
5'-6"
E D G E O F S
LA
B
'-3 /4
CLEAR
5'-0"
42" HIGH GUARDRAIL
WITH 32" HIGH
HANDRAIL. SIMILAR TO
DETAIL 5/AE 08.07
R A M P U P
9" 1/ 2"
C
LE
A R
5' -0
C
LE
A R
5' -0
1/ 2"
3 1/2"
E D G E O F S
LA
B
6' -1 1"
E D G E O F S
LA
B
6' -4 /4
SECTION - REF.
10/S4.03
SLOPE 1" FOR
DRAINAGE
S
LO
P E F O R
D
A
IN
A G E
S
LO
P E F
A
IN
A G E
S
LO
P E F
A
IN
A G E
S
LO
P E F
A
IN
A G E
1/ 2"
3 1/2"
1/ 8"
CAST STONE
PROFILE 'B'
CAST STONE
PROFILE 'B'
CAST STONE
PROFILE 'A'
3 1/2"
AE 08.07
AE 08.07
REINFORCED CONCRETE
FOOTING - REF. STRUCTURAL
CAST STONE COPING.
REF. DETAIL 5 AE 08.07
FACE BRICK VENEER, COLOR
TO MATCH NEW BRICK
REPLACE EXISITNG
SIDEWALK BEING
DISTURBED WITH NEW
CONCRETE
GROUT SOLID WITH HIGH
STRENGTH MORTAR. EXTEND
DOWN TO FOOTING - REF.
STRUCTURAL
3' -6
1' -0
3'-3"
R E F . S T R U C T U R A L
1' -0
HANDRAILS ARE NOT REQUIRED
TO CONTINUE ALONG
GUARDRAIL ANY FARTHER THAN
WHAT IS REQUIRED EXTEND
BEYOND STAIR AND RAMP
HANDRAIL EXTENSIONS
3"
STAINLESS STEEL
FLASHING WITH DRIP
EDGE
FACE BRICK VENEER TO
MATCH NEW ADDITION
WEEPS @ 16" O.C.
SIDEWALK
STEEL RAILING WITH
HORIZONTAL PICKETS
CAST STONE COPING.
PROFILE 'B'. REF.
DETAIL 5/AE 08.07
1 1/4" AIR GAP.
MOUNT RAILING IN CONCRETE -
REF. STRUCTURAL
REINFORCED
CONCRETE FOOTING -
REF. STRUCTURAL
1 1/2" ROUND HANDRAIL
ANCHORED BACK TO
CONCRETE WALL
1' -0
M
IN
2' -1 0"
MIN.
2 1/4"
3 1/2"
5/ 8"
5/ 8"
5/ 8"
5/ 8"
5/ 8"
5/ 8"
5/ 8"
5/ 8"
1/ 8"
1/2" 1/2"
10 1/4"
3"
1/ 2"
8.
1/2"
4 7/8"
3"
1/ 2"
A B
GROUND FLOOR
589.50'
2'-2 7/8" 4'-0" 4'-0" 4'-0" 4'-0" 4'-0" 4'-0"
3' -6
FACE BRICK
VENEER TO MATCH
NEW ADDITION
CAST STONE
CAP
ALUMINUM
RAILING
HANDRAIL
ATTACHED TO
PORCH
CLEAR
5'-0"
R A M P U P
R A M P U P
C
LE
A R
5' -6
12'-6"
1' -0
6' -7 /2
'-0
'-0
E D G E O F S
LA
B
'-0
5' -0" CLEAR5' -0" CLEAR
6'-0 1/2"
EDGE OF SLAB
6'-5 1/2"
HANDRAIL @
2'-10" ATTACHED
TO BRICK
1/ 2"
EDGE OF SLAB
28'-6"
3 1/2"
1/ 2"
3 1/2"3 1/2"
3 1/2"
3 1/2"
1/ 2"
1/ 2"
3 1/2"
3 1/2"
AE 08.07
SIM
3 1/2"
1 1/2" 2 1/4"
1 1/2" 5'-0"
1 1/2"
2 1/4" 1 1/2"
3 1/2"
EDGE OF
SLAB
GUARDRAIL
@ 42" MIN.
HANDRAIL
@ 32" MIN.
DIM. MAY VARY,
SEE DETAILS 1/2
ON THIS SHEET
TYPICAL AT ALL HANDRAIL LOCATIONS
UNLESS OTHERWISE NOTED
EXISTING GROUTED AIRSPACE
BELOW FLASHING
EXISTING BRICK
VENEER
EXISTING CMU WALL
PROVIDE WEEPS @ 24" O.C.
PROVIDE SPRAY ON WEATHER BARRIER
MEMBRANE STARTING AT 4" MIN. ABOVE
FLASHING AND 2" ONTO FLASHING TO SEAL KERF
JOINT.
M
IN
5"
M
IN
4"
M
IN
8"
PROVIDE S.S. FLASHING WITH KERF
AT CMU JOINT AND HEMMED DRIP AT
BRICK VENEER
R E M O V E E X
IS
T
IN
G B R
IC
K
REMOVE AND REPLACE BRICK VENEER AS
NECESSARY TO REMOVE THRU-WALL FLASHING AND
MORTAR NET, IF ANY, AND APPLY WRB
DAMPPROOFING TO FACE OF CMU BELOW ADDED
FLASHING DOWN TO EXISTING GROUT.
EXISTING GRADE VARIES
PREMOLDED JOINT FILLER
NOTE: REQUIREMENT TO ADJUST HEIGHT OF
THRU-WALL FLASHING AND WEEPS IS
DEPENDANT ON EXTERIOR CONDITIONS AND
ARE NOT DIRECTLY RELATED TO INTERIOR
FLOOR ELEVATION.
EXISTING REINF. CONCRETE
GRADE BEAM
CRUSHED STONE OR
GRAVEL - REF.
STRUCTURAL
CONCRETE SLAB - REF.
STRUCTURAL
EXISTING CONC. SLAB.
FURRING WALL
HANDRAIL ANCHORED TO
CMU WALL
M
IN
2' -1 0"
2 1/4"
GROUT SOLID
8" MIN. THRU-WALL FLASHING HEIGHT
12 Cadillac Dr., Suite 150 Brentwood, TN 37027 P 615.297.4554
©Copyright 2020
TLC No.:
www.tlc-engineers.com
120483
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
100% CONSTRUCTION
DOCUMENTS
FULLY SPRINKLERED
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
Phase
ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
214 Centerview Drive Suite 300 Brentwood, TN 37027
615.370.8500woldhfr.com
WOLD | HFR DESIGN
102 THIRD AVENUE NE
HICKORY, NC 28601
PHONE: 828.315.9962
FAX: 828.315.9966
NC ENGINEERING LICENSE NO: P-0214
NC ARCHITECTURE LICENSE NO: 51254
MURFREESBORO, TN
B
IM
/T
V H
S
A lv in C
Y o rk
V A
I n te g ra te d H e a lt h /2
A R
C H
P
R O
J E
C T
C E
N T
R A
L .r v t
/2
/2
:0
:0
P
M
AE 08.07
RAMP DETAILS TVHS - ALVIN C. YORK VAMC -
INTEGRATED HEALTH CENTER
AT05-20-2022
626-309
RA
1 ENTRY RAMP DETAILS
8 WALL SECTION @ STAIRS 9 WALL SECTION @ PORCH
5 CAST STONE PROFILE
10 PORCH ELEVATION - PLAN EAST
NOT TO SCALE
3 3D VIEW OF PORCH AT ENTRY
0 2" 1'4" 6" 0 2" 1'4" 6"
0 2' 4' 6'
0 2" 6"4"
0 2" 1'4" 6"
2 CONNECTOR RAMP DETAILS
0 2' 4' 6'
6 PLAN DETAIL - HANDRAIL @ RAMPS
GUARDRAIL & HANDRAIL GENERAL NOTES
1. ALL WELDS ARE TO BE GROUND SMOOTH.
2. ALL HANDRAIL ENDS ARE TO RETURN TO A WALL OR
NEWEL SO THE END OF THE HANDRAIL CANNOT
ACCIDENTALLY SLIP INTO THE OPENING OF A SHIRT
SLEEVE
3. ALL HANDRAILS, GUARDRAILS AND HANDRAIL BRACKETS
ARE TO HAVE NO EXPOSED SHARP EDGES.
NOT TO SCALE
4 3D VIEW OF CONNECTOR ENTRY
0 6" 1' 2'3"
7 WALL SECTION @ RAMP
2' -1 1"
6"
HAND RAIL
BUMPER RAIL
PROVIDE BLOCKING
BETWEEN STUDS
R W C 1B R W C 2B '-0 A F F
FACTORY FINISHED
EDGE OF RIGID SHEET
AT TOP, NO TOP CAP
TRIMMED EDGE
OF RIGID SHEET
BEHIND RUBBER
BASE, 1/4" A.F.F.
1/ 4"
RIGID SHEET
BUTT JOINT SEAMS
AND DO NOT USE
ANY TRIM PIECES
ON RIGID SHEET
NOTE: USE JOHNSONITE 946 PREMIUM CONTACT
ADHESIVE, FOR NON-POUROUS SURFACES, TO ADHERE
RUBBER BASE AT RIGID PANEL CONDITIONS.
F U
LL
H E
IG
H T T O C E
IL
IN
G
R W C 1, 2, 3, 6"
BUMPER
RAIL
PROVIDE BLOCKING
BETWEEN STUDS
CAULK
METAL COVE CAP
FINISH FLOOR
COVE STICK
6" U .N .O
1 1/2"
2"
RESINOUS FLOORING
KEYED EDGE
BASE COATING AND
REINFORCED MESH
EDGE PROTECTION
PROFILE STRIP
HARDBOARD
(THICKNESS AS
REQ'D)
RESINOUS FLOORING
R E F E R T O S P E C
C O V E H E
IG
H T
CEMENTITIOUS
BACKER BOARD
TILE & GROUT INSTALL.
REFER TO FINISH PLAN
AND SPECS
LATEX-PORTLAND CEMENT
MORTAR BOND COAT
WATERPROOF
MEMBRANE. EXTEND
DOWN TO SLAB BEHIND
HARDBOARD.
SLOPE CONCRETE
TO DRAIN AS
INDICATED
RADIUS COVE PER
SPEC
RESILIENT FLOORING (VCT, LVT,
SV)
FEATHER FLOOR SLOPE OUT WITH
CONCRETE UNDERLAYMENT
COMPOUND FOR 3'-0", TO CREATE
SMOOTH AND EVEN TRANSISTION.
SCHLUTER TRANSISTION
PROFILE RENO-TK-EBTK
PORCELAIN / CERAMIC
TILE
12 Cadillac Dr., Suite 150 Brentwood, TN 37027 P 615.297.4554
©Copyright 2020
TLC No.:
www.tlc-engineers.com
120483
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
100% CONSTRUCTION
DOCUMENTS
FULLY SPRINKLERED
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
Phase
ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
214 Centerview Drive Suite 300 Brentwood, TN 37027
615.370.8500woldhfr.com
WOLD | HFR DESIGN
102 THIRD AVENUE NE
HICKORY, NC 28601
PHONE: 828.315.9962
FAX: 828.315.9966
NC ENGINEERING LICENSE NO: P-0214
NC ARCHITECTURE LICENSE NO: 51254
MURFREESBORO, TN
B
IM
/T
V H
S
A lv in C
Y o rk
V A
I n te g ra te d H e a lt h /2
A R
C H
P
R O
J E
C T
C E
N T
R A
L .r v t
/2
/2
:0
:1
P
M
AE 08.08
MISC. INTERIOR DETAILS TVHS - ALVIN C. YORK VAMC -
INTEGRATED HEALTH CENTER
AT05-20-2022
626-309
RA
1 1/2" = 1'-0"
1 WP1 - HAND RAIL1
1 1/2" = 1'-0"
4 RWC - RIGID SHEET1
1 1/2" = 1'-0"
3 WP4 - BUMPER RAILS1
3" = 1'-0"
5 INTEGRAL COVED BASE1
0 2" 1'4" 6" 0 2" 1'4" 6" 0 2" 1'4" 6"
0 2" 6"4" 0 2" 6"4"
3" = 1'-0"
8 RESINOUS FLOORING - DRAIN1
3" = 1'-0"
7 RESINOUS FLOORING - COVED BASE1
0 2" 6"4"
0 2" 6"4"
2 PORCELAIN/CERAMIC TO RESILIENT
CORRIDOR TO
BLDG 7 ROOF
598.54'
WP8
AWP2
AWP2
ACOUSTIC WOOD PANELS: BASIS
OF DESIGN, ARMSTRONG
WOODWORKS WALLS
ACOUSTIC WOOD PANELS: BASIS
OF DESIGN, ARMSTRONG
WOODWORKS WALLS
3-5/8" METAL KICKER
STUD ANCHORED TO
STRUCTURE ABOVE
1'-6" 6"
/8
AWP2 BEYOND
ACOUSTIC WOOD PANELS: BASIS
OF DESIGN, ARMSTRONG
WOODWORKS WALLS
3/4" F.T. PLYWOOD
METAL STUD
FRAMING (3-5/8"), 20
GA MIN, AT 16" O.C.
MAX.
METAL STUD
FRAMING (3-5/8"), 20
GA MIN, AT 16" O.C.
MAX.
METAL STUD
FRAMING (3-5/8"), 20
GA MIN, AT 16" O.C.
MAX.
IMPACT RESISTANT
5/8" GYPSUM BOARD
SHEET METAL BLOCKING
1 1/4"
WALL BASE
2" THICK CUSHION.
PROVIDED BY VA
1 5/8" METAL KICKER
ACT 6
ACT 4
ACT 3 T
Y P
2' -0
TYP
2'-0"
ACT 5ACT 5
ACT 5ACT 5
ACT 5
ACT 5
ACT 5ACT 5
ACT 5
ACT 5
ACT 5
ACT 5 ACT 6ACT 6 ACT 4ACT 3
ACT 6
ACT 6
ACT 4
ACT 4ACT 4
ACT 6
ACT 3
ACT 6
ACT 6
ACT 6
ACT 6 ACT 4 ACT 3ACT 6
ACT 3
ACT 4
ACT 3
ACT 4
1" DROP
1" DROP
1" DROP 1" DROP 1" DROP
1" DROP
2" DROP
2" DROP
2" DROP
2" DROP
2" DROP 2" DROP
1" DROP 1" DROP
1" DROP
1" DROP
1" DROP
2" DROP
2" DROP
2" DROP
1" DROP
1" DROP
1" DROP
1" DROP
1" DROP
1" DROP
1" DROP 1" DROP
1" DROP
2" DROP
2" DROP
2" DROP
2" DROP
2" DROP
1" DROP
1" DROP
1" DROP
8' - 0"
TYP.
2'-0"
T Y P
2' -0
ACT 6ACT 3
ACT 5ACT 4
ACT 6
ACT 5
ACT 4
ACT 3
1" DROP
2" DROP
2" DROP 1" DROP
1" DROP
1" DROP
2" DROP2" DROP
8' - 8"
ACT 6ACT 3
ACT 5
ACT 4
ACT 6
ACT 6
ACT 5
ACT 5
ACT 3
ACT 3 ACT 4
TYP
2'-0"
T Y P
2' -0
11' - 0"
1" DROP
1" DROP 1" DROP
2" DROP 2" DROP
1" DROP
1" DROP
1" DROP
2" DROP 2" DROP
2" DROP
4' -0
/4
3'
-1
/4 A
.F .F
3/4"
ACOUSTIC WOOD PANELS: BASIS
OF DESIGN, ARMSTRONG
WOODWORKS LINEAR VENEERED
PLANKS
METAL STUD FRAMING
(3-5/8"), 20 GA MIN, AT 16"
O.C. MAX.
GYPSUM BOARD, TYPE 'X'
FIRE-RATED (5/8")
GYPSUM BOARD, TYPE 'X'
FIRE-RATED (5/8")
FURRING STRIP
RIGID ATTACHMENT CLIP
1' -1
1"
3/4"
ACOUSTIC WOOD PANELS: BASIS
OF DESIGN, ARMSTRONG
WOODWORKS LINEAR VENEERED
PLANKS
SCHEDULED CEILING
ACOUSTIC WOOD PANELS: BASIS
OF DESIGN, ARMSTRONG
WOODWORKS LINEAR VENEERED
PLANKS
METAL STUD FRAMING
(3-5/8"), 20 GA MIN, AT 16"
O.C. MAX.
GYPSUM BOARD, TYPE 'X'
FIRE-RATED (5/8")
GYPSUM BOARD, TYPE 'X'
FIRE-RATED (5/8")
WALL BASE
8" M
A X
IM
U
M
FURRING STRIP
RIGID ATTACHMENT CLIP
12 Cadillac Dr., Suite 150 Brentwood, TN 37027 P 615.297.4554
©Copyright 2020
TLC No.:
www.tlc-engineers.com
120483
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
100% CONSTRUCTION
DOCUMENTS
FULLY SPRINKLERED
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
Phase
ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
214 Centerview Drive Suite 300 Brentwood, TN 37027
615.370.8500woldhfr.com
WOLD | HFR DESIGN
102 THIRD AVENUE NE
HICKORY, NC 28601
PHONE: 828.315.9962
FAX: 828.315.9966
NC ENGINEERING LICENSE NO: P-0214
NC ARCHITECTURE LICENSE NO: 51254
MURFREESBORO, TN
B
IM
/T
V H
S
A lv in C
Y o rk
V A
I n te g ra te d H e a lt h /2
A R
C H
P
R O
J E
C T
C E
N T
R A
L .r v t
/2
/2
:5
:1
P
M
AE 08.09
MISC. INTERIOR DETAILS TVHS - ALVIN C. YORK VAMC -
INTEGRATED HEALTH CENTER
AT05-20-2022
626-309
RA
REF: 2 / AE 09.06
1 BENCH SECTION
REF: 1 / AC 11.01A
5 CORRIDOR G-069 ENLARGED RCP
REF: 1 / AC 11.01B
4 CORRIDOR G-045 ENLARGED RCP
REF: 1 / AC 11.01A
6 CORRIDOR G-055 ENLARGED RCP
0 1' 2' 4'6" 0 1' 2' 4'6" 0 1' 2' 4'6"
REF: 8 / AE 02.02
2 WOOD PANEL SIGNAGE
0 2" 1'4" 6" 0 2" 1'4" 6"
REF: 7 / AE 02.02
3 RECEPTION WOOD PANELS
0 2" 1'4" 6"
NOTE: THIS DRAWING MUST BE
PRINTED IN COLOR FOR AN ACCURATE
DEPICTION OF INFORMATION
85" TV MOUNTED TO
WALL.PROVIDE BLOCKING
AS REQUIRED. VA
PROVIDED CONTRACTOR
INSTALLED.
5' -6
WB
P1
4'-11"
'-0
P6
P7
WB
P1
G08
5' -6
85" TV MOUNTED TO
WALL.PROVIDE
BLOCKING AS
REQUIRED. VA
PROVIDED
CONTRACTOR
INSTALLED.
WB
P1
5'-0 7/16"
P7 P6
WB
P1
G08B
R4650 - ICE MAKER. PROVIDE CONCEALED
FILTRATION SYSTEM AND FLOOR DRAIN. RE:
PLUMBING. CC
R7000 - REFRIGERATOR/FREEZER
F2015 -
WASTEPAPER
BASKET
P1
WB
2' -1 0"
2' -0
2' -4
7' -2
K-4665 - MICROWAVE
8'-7 1/8"
27 X 1527 X 15
27 X 24
PL1
PL1
SSM1
AE 10.01
AE 10.01
P1
27 X 2418 X 24
ACOUSTICAL PANEL: BASIS OF
DESIGN XOREL ARTFORM HEX,
LARGE
ACOUSTICAL PANEL: BASIS OF
DESIGN XOREL ARTFORM HEX,
MEDIUM
ACOUSTICAL PANEL: BASIS OF
DESIGN XOREL ARTFORM HEX,
MEDIUM
WORK STATIONS
AP1
AP2
AP3
AP2
AP1
AP2
AP1
AP2
AP3
AP3
AP1
AP3
AP2
AP3
AP1
AP3
AP2
AP1
AP3
AP1
P7
7' -3
AP3
8' -1 0"
AP1
'-4
AP3
WB
2'-0"5'-9"3'-5 5/16"7'-1 11/16"3'-3 15/16"4'-7 3/16"
2'-0"12'-10 1/16"6'-9 15/16"4'-7 3/16"
6' -5
STARTING POINT FOR
UPPER GROUPINGS
STARTING POINT FOR
MIDDLE GROUPINGS
STARTING POINT FOR
LOWER GROUPINGS
COAT HOOKS - CONTRACTOR
PROVIDED AND INSTALLED. REF.
DETAIL 7/ AE 08.05
P1
WB
A .F .F
4' -6
P5
WB
CAB.CAB.CAB.CAB.CAB.CAB.CAB.CAB.CAB.
CCCCCCC
ACOUSTICAL PANEL: BASIS OF
DESIGN XOREL ARTFORM HEX,
MEDIUM
AP1
AP1
AP2
AP2
AP1
AP2 AP1
AP2
AP2
AP2
AP1
G13C
5' -0
12'-6" 12'-0" 2'-10" 1'-6"
WB
P1
STARTING POINT FOR
GROUPINGS
85" TV MOUNTED
TO
WALL.PROVIDE
BLOCKING AS
REQUIRED. VA
PROVIDED
CONTRACTOR
INSTALLED.
P5
6' -0
WB
8'-6 1/4"
12 Cadillac Dr., Suite 150 Brentwood, TN 37027 P 615.297.4554
©Copyright 2020
TLC No.:
www.tlc-engineers.com
120483
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
100% CONSTRUCTION
DOCUMENTS
FULLY SPRINKLERED
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
Phase
ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
214 Centerview Drive Suite 300 Brentwood, TN 37027
615.370.8500woldhfr.com
WOLD | HFR DESIGN
102 THIRD AVENUE NE
HICKORY, NC 28601
PHONE: 828.315.9962
FAX: 828.315.9966
NC ENGINEERING LICENSE NO: P-0214
NC ARCHITECTURE LICENSE NO: 51254
MURFREESBORO, TN
B
IM
/T
V H
S
A lv in C
Y o rk
V A
I n te g ra te d H e a lt h /2
A R
C H
P
R O
J E
C T
C E
N T
R A
L .r v t
/2
/2
:0
:1
P
M
AE 09.01
INTERIOR ELEVATIONS TVHS - ALVIN C. YORK VAMC -
INTEGRATED HEALTH CENTER
AT05-20-2022
626-309
RA
0 1' 2' 4'6" 0 1' 2' 4'6"
0 1' 2' 4'6"
0 1' 2' 4'6" 0 1' 2' 4'6"
0 1' 2' 4'6"
0 1' 2' 4'6"0 1' 2' 4'6"
0 1' 2' 4'6" 0 1' 2' 4'6"
0 1' 2' 4'6"
3/8" = 1'-0"
1 G-08 REC. THERAPY CLINIC
3/8" = 1'-0"
2 G-08 REC. THERAPY CLINIC
3/8" = 1'-0"
3 G-08 REC. THERAPY CLINIC
3/8" = 1'-0"
4 G-08 REC. THERAPY CLINIC
3/8" = 1'-0"
5 G-08A KITCHENETTE
3/8" = 1'-0"
6 G-08A KITCHENETTE
3/8" = 1'-0"
7 G-12A THERAPY WORK
3/8" = 1'-0"
8 G-13 MUSIC THERAPY
3/8" = 1'-0"
9 G-13 MUSIC THERAPY CLINIC
3/8" = 1'-0"
10 G-13 MUSIC THERAPY CLINIC
3/8" = 1'-0"
11 G-13 MUSIC THERAPY CLINIC
G13 G13B G13A
85" TV MOUNTED TO
WALL.PROVIDE BLOCKING AS
REQUIRED. VA PROVIDED
CONTRACTOR INSTALLED.
AP1
AP2
AP3
ACOUSTICAL PANEL: BASIS OF
DESIGN XOREL ARTFORM HEX,
LARGE
ACOUSTICAL PANEL: BASIS OF
DESIGN XOREL ARTFORM HEX,
MEDIUM
AP1
AP3
AP3
AP2
6' -0
H E X
4' -9
4'-7" 2'-0 3/4"2'-4 1/4"
P1
WB
STARTING POINT FOR
GROUPINGS
G15
4'-6"
2' -1 0"
COPIER
6'-0"
F
AE 10.01
WB
PL1
SLOPED
TOP
P1
WB
F3050 - WHITEBOARD,VA PROVIDED
AND INSTALLED
EQEQ
6' -0
WB
P1
G16A
COPIER
2' -1 0"
2' -0
2' -6
7' -4
PL1
SSM1
PL1
27 X 24 27 X 24
27 X 15 27 X 15
25" DEEP
4'-7 1/2"
AE 10.01
AE 10.01
SLOPED TOP
WB
P1
CG1 CG1 CG1
30 X 24 30 X 24 30 X 24 30 X 24
PL1
6' -4 /1 6"
11'-2 3/8" 11'-2 5/16"
90" TV MOUNTED TO
WALL. PROVIDE
BLOCKING AS REQUIRED.
VA PROVIDED
CONTRACTOR INSTALLED.
90" TV MOUNTED TO WALL. PROVIDE
BLOCKING AS REQUIRED. VA PROVIDED
CONTRACTOR INSTALLED.
WB
P1
WALL MOUNTED TOUCHSCREEN,
REF. TECHNOLOGY
G20-2 G20B G20C
P2 SOFFIT
ACOUSTICAL PANEL: BASIS OF
DESIGN XOREL ARTFORM HEX,
LARGE
ACOUSTICAL PANEL: BASIS OF
DESIGN XOREL ARTFORM HEX,
MEDIUM
AP1
AP4
AP4
AP1
AP4
AP1
AP15'
-1 0"
5' -1 9/
90" TV MOUNTED TO
WALL. PROVIDE
BLOCKING AS REQUIRED.
VA PROVIDED
CONTRACTOR INSTALLED.
WB
AP1
7'-5 7/16"
2'-6 7/16" 3'-0 1/8" 6'-5 3/8"
'-9 " 12
'-3
CG1 CG1 CG1
P1
G20K G20J G20H2
P2 SOFFIT
5' -1 0"
ACOUSTICAL PANEL: BASIS OF
DESIGN XOREL ARTFORM HEX,
LARGE
ACOUSTICAL PANEL: BASIS OF
DESIGN XOREL ARTFORM HEX,
MEDIUM
AP4
AP1 AP1
AP4
AP4
AP1
AP1
AP4
5' -1 9/
90" TV MOUNTED TO
WALL. PROVIDE
BLOCKING AS REQUIRED.
VA PROVIDED
CONTRACTOR INSTALLED.
AP1
4'-0 3/4" 4'-2 5/8"
AP1
3'-2 5/8" 3'-8"
P1
WB
STARTING HEIGHT FOR
UPPER GROUPINGS
STARTING HEIGHT FOR
LOWER GROUPINGS
CG1 CG1 CG1 CG1
12 Cadillac Dr., Suite 150 Brentwood, TN 37027 P 615.297.4554
©Copyright 2020
TLC No.:
www.tlc-engineers.com
120483
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
100% CONSTRUCTION
DOCUMENTS
FULLY SPRINKLERED
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
Phase
ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
214 Centerview Drive Suite 300 Brentwood, TN 37027
615.370.8500woldhfr.com
WOLD | HFR DESIGN
102 THIRD AVENUE NE
HICKORY, NC 28601
PHONE: 828.315.9962
FAX: 828.315.9966
NC ENGINEERING LICENSE NO: P-0214
NC ARCHITECTURE LICENSE NO: 51254
MURFREESBORO, TN
B
IM
/T
V H
S
A lv in C
Y o rk
V A
I n te g ra te d H e a lt h /2
A R
C H
P
R O
J E
C T
C E
N T
R A
L .r v t
/2
/2
:0
:2
P
M
AE 09.02
INTERIOR ELEVATIONS TVHS - ALVIN C. YORK VAMC -
INTEGRATED HEALTH CENTER
AT05-20-2022
626-309
RA
0 1' 2' 4'6"
0 1' 2' 4'6" 0 1' 2' 4'6"
0 1' 2' 4'6" 0 1' 2' 4'6"
3/8" = 1'-0"
1 G-13 MUSIC THERAPY CLINIC
3/8" = 1'-0"
2 G-15 WORK AREA
3/8" = 1'-0"
3 G- 16 COMPUTER LAB
3/8" = 1'-0"
4 G-16 COMPUTER LAB
0 1' 2' 4'6"
3/8" = 1'-0"
5 G-16 COMPUTER LAB
0 1' 2' 4'6"
3/8" = 1'-0"
6 G-20/20B MULTI-PURPOSE
3/8" = 1'-0"
7 G-20/20B/20D/20F/20J/20H MULTI-PURPOSE
G20I G20H1 G20F G20G G20E G20D G20-1 G20A
P2
P2 P2ACOUSTICAL PANEL: BASIS OF
DESIGN XOREL ARTFORM HEX,
LARGE
ACOUSTICAL PANEL: BASIS OF
DESIGN XOREL ARTFORM HEX,
MEDIUM
AP1
AP4
AP4
AP1
AP1
AP4
AP1
AP4
AP4
AP1
AP4
AP1
AP1
AP4
AP4
AP1AP1 AP1
AP1
AP1
AP1
'-0 " 12 '-3
P1
WB
5'-7 1/2" 4'-2" 5'-2" 7'-10" 5'-9 1/2" 4'-8" 3'-2" 5'-8"
STARTING HEIGHT FOR
UPPER GROUPINGS
STARTING HEIGHT FOR
LOWER GROUPINGS
CG1 CG1
CG1 CG1 CG1 CG1
P2 SOFFIT P2 SOFFIT P2 SOFFIT
PROJECTION
SCREEN, REF. TECH
DRAWINGS FOR
MORE
INFORMATION
PROJECTION SCREEN, REF.
TECH DRAWINGS FOR MORE
INFORMATION
PROJECTION SCREEN, REF.
TECH DRAWINGS FOR MORE
INFORMATION
7'-5 5/16"
8' -1 /2
P1 P1 P1
WB
11'-10 1/16" 12'-7 3/16"
8' -0 /8
10'-9 9/16"
CG1 CG1 CG1 CG1 CG1 CG1
P1
2' -6
2' -0
2' -6
7' -0
W A
LL
P R O T E C T
IO
N
4' -6
12 X 24 36 X 24 12 X 24 30 X 24 30 X 24
10'-2"
30 X 15 30 X 1530 X 15 30 X 15
PL1
SSM1
PL1
WP5
WB
AE 10.01
AE 10.01
6' STAINLESS STEEL PREP TABLES -
VA PROVIDED AND INSTALLED
6' STAINLESS STEEL PREP TABLES -
VA PROVIDED AND INSTALLED
W A
LL
P R O T E C T
IO
N
4' -6
WP5
P1
WB
WP5
P1
CG1 CG1
WB
SCT1
A5075 - SOAP DISPENSER,
VA PROVIDED AND
INSTALLED
A5082 - PAPER TOWEL
DISPENSER, VA
PROVIDED AND
INSTALLED
R6200 - U.C.
REFRIGERATOR
7'-1 1/2"
27 X 15 27 X 15
W A
LL
P R O T E C T
IO
N
4' -1 0"
WP6
P1
WB
P4
SSM1
K-4665 - MICROWAVE
PL1
2' -1 0"
2' -0
2' -3
7' -1
30 X 23
AE 10.01
AE 10.01
A1066 - MIRROR , FLOAT
GLASS, WITH SS
FRAME,CONTRACTOR
PROVIDED AND
INSTALLED
WP6
W A
LL
P R O T E C T
IO
N
4' -0
2' -3
1'-8 1/4"
P1
WB
BABY CHANGING STATION,
WALL-MOUNTED,
FOLD-DOWN,CONTRACTOR
PROVIDED AND INSTALLED
CG1
SCT1
WP6
WB
SCT1
W A
LL
P R O T E C T
IO
N
4' -1 0"
A1030 - LOCKERS DOUBLE-TIER (12"
X 12"),VA PROVIDED AND
INSTALLED
G30A
METAL
WP1
P1
WB
WALL MOUNTED
TOUCHSCREEN,
REF.
TECHNOLOGY
STAINLESS STEEL
HANDRAIL; REFER TO
FINISH LEGEND.
6' -3
85" TV MOUNTED TO
WALL.PROVIDE
BLOCKING AS
REQUIRED. VA
PROVIDED
CONTRACTOR
INSTALLED.
EQEQ
P5
4' -0
WB
WALL MOUNTED
TOUCHSCREEN, REF.
TECHNOLOGY
12 Cadillac Dr., Suite 150 Brentwood, TN 37027 P 615.297.4554
©Copyright 2020
TLC No.:
www.tlc-engineers.com
120483
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
100% CONSTRUCTION
DOCUMENTS
FULLY SPRINKLERED
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
Phase
ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
214 Centerview Drive Suite 300 Brentwood, TN 37027
615.370.8500woldhfr.com
WOLD | HFR DESIGN
102 THIRD AVENUE NE
HICKORY, NC 28601
PHONE: 828.315.9962
FAX: 828.315.9966
NC ENGINEERING LICENSE NO: P-0214
NC ARCHITECTURE LICENSE NO: 51254
MURFREESBORO, TN
B
IM
/T
V H
S
A lv in C
Y o rk
V A
I n te g ra te d H e a lt h /2
A R
C H
P
R O
J E
C T
C E
N T
R A
L .r v t
/2
/2
:0
:2
P
M
AE 09.03
INTERIOR ELEVATIONS TVHS - ALVIN C. YORK VAMC -
INTEGRATED HEALTH CENTER
AT05-20-2022
626-309
RA
0 1' 2' 4'6"
0 1' 2' 4'6"
0 1' 2' 4'6" 0 1' 2' 4'6"
0 1' 2' 4'6"
3/8" = 1'-0"
1 G-20/20B/20D/20F/20H/20J MULTI-PURPOSE
3/8" = 1'-0"
2 G-20/20B/20D/20F/20H/20J MULTI-PURPOSE
3/8" = 1'-0"
3 G-21 KITCHEN/SERVING
3/8" = 1'-0"
4 G-21 KITCHEN/SERVING
3/8" = 1'-0"
5 G-21 KITCHEN/SERVING
0 1' 2' 4'6"
3/8" = 1'-0"
6 G-27 LACTATION
0 1' 2' 4'6"
3/8" = 1'-0"
7 G-27 LACTATION
0 1' 2' 4'6"
3/8" = 1'-0"
8 G-27 LACTATION
0 1' 2' 4'6"
3/8" = 1'-0"
9 G-30 CORRIDOR
3/8" = 1'-0"
10 G-30A DEBRIEF - SOUTH WALL
0 1' 2' 4'6"
4'x8' WHITEBOARD VA PROVIDED
AND INSTALLED. PROVIDE
BLOCKING.
EQ EQ
5' -0
P1
WB
6' -4 /1 6"
EQ EQ
WB
21 X 24 30 X 24 36 X 2427 X 24
27 X 15 21 X 14 30 X 15
9'-8"
R7250 -
REFRIGERATOR W/
FREEZER, VA
PROVIDED AND
INSTALLED
A5075 - SOAP DISPENSER,
VA PROVIDED AND
INSTALLED
A5082 - PAPER TOWEL DISPENSER,
VA PROVIDED AND INSTALLED
K1552 - COFFEE MAKER
K-4665 - MICROWAVE
7' -5
36 X 15
PL1
SSM1
2' -1 0"
2' -0
2' -7
AE 10.01
AE 10.01
AE 10.01 P1
36 X 15
EQEQ
55" TV MOUNTED TO WALL.
PROVIDE BLOCKING AS REQUIRED.
VA PROVIDED CONTRACTOR
INSTALLED.
6' -0
WB
P1
4'x8' WHITEBOARD VA PROVIDED
AND INSTALLED. PROVIDE
BLOCKING.
5' -2
WB
9'-1"12'-9"
G34
5'-0"
A5082 - PAPER TOWEL DISPENSER,
VA PROVIDED AND INSTALLED
A5075 - SOAP DISPENSER, VA
PROVIDED AND INSTALLED
SSM1
3' -6
AE 10.01
WB
P1
EQ EQ
55" TV MOUNTED TO WALL.
PROVIDE BLOCKING AS REQUIRED.
VA PROVIDED CONTRACTOR
INSTALLED.
6' -0
WB
P1
AE 10.01
P1
WB
LO
C K E R S
7' -0
B U
LK
H E A D
3' -0
'-0
FULL HEIGHT CASEWORK
WITH SOLID SURFACE
SHELVES - SSM3
AE 10.01 P1
WB
B U
LK
H E A D
3' -0
LO
C K E R S
7' -0
'-0
CG1 CG1
FULL HEIGHT CASEWORK
WITH SOLID SURFACE
SHELVES - SSM3
ACOUSTIC WOOD PANELS: BASIS
OF DESIGN, ARMSTRONG
WOODWORKS LINEAR VENEERED
PLANKS
7' -2
WP1
8'-0"
2' -0 /8
2' -0 /8
3' -1 /4
WB
P1
AWP1
AE 08.09
Sim
CG1
STAINLESS STEEL
HANDRAIL; REFER TO
FINISH LEGEND.
G08
7' -2
ACOUSTIC WOOD PANELS: BASIS OF
DESIGN, ARMSTRONG WOODWORKS LINEAR
VENEERED PLANKS
4' -0 /4
WP1
OPEN TO BEYOND
2' -0 /8
2' -0 /8
3' -1 /4
WB
P1
AWP1
8'-8 11/16"
AE 08.09
Sim
STAINLESS STEEL
HANDRAIL; REFER TO
FINISH LEGEND.
STAINLESS STEEL
HANDRAIL; REFER TO
FINISH LEGEND.
FIRE EXTINGUISHER CABINET
(FEC), SEMI-RECESSED
WP1
FIRE EXTINGUISHER CABINET
(FEC), SEMI-RECESSED
F
P1
WB
STAINLESS STEEL
HANDRAIL; REFER TO
FINISH LEGEND.
12 Cadillac Dr., Suite 150 Brentwood, TN 37027 P 615.297.4554
©Copyright 2020
TLC No.:
www.tlc-engineers.com
120483
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
100% CONSTRUCTION
DOCUMENTS
FULLY SPRINKLERED
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
Phase
ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
214 Centerview Drive Suite 300 Brentwood, TN 37027
615.370.8500woldhfr.com
WOLD | HFR DESIGN
102 THIRD AVENUE NE
HICKORY, NC 28601
PHONE: 828.315.9962
FAX: 828.315.9966
NC ENGINEERING LICENSE NO: P-0214
NC ARCHITECTURE LICENSE NO: 51254
MURFREESBORO, TN
B
IM
/T
V H
S
A lv in C
Y o rk
V A
I n te g ra te d H e a lt h /2
A R
C H
P
R O
J E
C T
C E
N T
R A
L .r v t
/2
/2
:0
:2
P
M
AE 09.04
INTERIOR ELEVATIONS TVHS - ALVIN C. YORK VAMC -
INTEGRATED HEALTH CENTER
AT05-20-2022
626-309
RA
0 1' 2' 4'6"
0 1' 2' 4'6"
0 1' 2' 4'6" 0 1' 2' 4'6" 0 1' 2' 4'6"
0 1' 2' 4'6"
0 1' 2' 4'6"
0 1' 2' 4'6"
3/8" = 1'-0"
1 G-30A DEBRIEF - EAST WALL
3/8" = 1'-0"
2 G-30J ALS CLASSROOM
3/8" = 1'-0"
3 G-33 STAFF LOUNGE
3/8" = 1'-0"
4 G-33 STAFF LOUNGE
3/8" = 1'-0"
5 G-33 STAFF LOUNGE
3/8" = 1'-0"
6 G-34 CREATIVE ARTS GROUP
3/8" = 1'-0"
7 G-34 CREATIVE ARTS GROUP
0 1' 2' 4'6"
3/8" = 1'-0"
8 G-34 CREATIVE ARTS GROUP
0 1' 2' 4'6"
3/8" = 1'-0"
9 G-34 CREATIVE ARTS GROUP
3/8" = 1'-0"
10 G-45 CORRIDOR
0 1' 2' 4'6"
3/8" = 1'-0"
11 G-45 CORRIDOR
3/8" = 1'-0"
12 G-45 CORRIDOR
P6
P1
WP1
P6 CEILING AB
ACOUSTICAL LIGHT FIXTURE, REF.
ELECTRICAL DRAWINGS FOR MORE
INFORMATION
AB - ALTERNATING COLORS, EVERY OTHER.
P1, SOFFIT
ACOUSTIC WOOD PANELS: BASIS
OF DESIGN, ARMSTRONG
WOODWORKS LINEAR VENEERED
PLANKS
AWP1
AE 08.09
Sim
P1
WB
8'-0"
3' -1
/4
2'
-0
/8
2' -0
/8
7' -2
"STAINLESS STEEL
HANDRAIL; REFER TO
FINISH LEGEND.
PT-4
P1 P2
WP1
WB
STAINLESS STEEL
HANDRAIL; REFER TO
FINISH LEGEND.
ACOUSTIC WOOD PANELS: BASIS
OF DESIGN, ARMSTRONG
WOODWORKS LINEAR VENEERED
PLANKS
P1
WP1
WB
STAINLESS STEEL
HANDRAIL; REFER TO
FINISH LEGEND.
G13
ACOUSTIC WOOD PANELS: BASIS OF
DESIGN, ARMSTRONG WOODWORKS LINEAR
VENEERED PLANKS
7' -2
P2
5'-6"
AWP1
C .L
2' -0
/8
3'
-1
/4
AE 08.09
Sim
PT5
P2
WB
WP1
FIRE EXTINGUISHER CABINET
(FEC), SEMI-RECESSED
AC 11.03
Sim
P6 CEILING
AB1
ACOUSTICAL LIGHT FIXTURE, REF.
ELECTRICAL DRAWINGS FOR MORE
INFORMATION
P6
BULKHEAD, P1
PT5
WB
P2
WB
P1
AB1 AND AB2
ALTERNATE
P1, SOFFIT
AB2
CG1 CG1
6' -4
6' -4
CG1
CG1CG1
CG1
CG1
SCT2 SCT2
G12E
12 Cadillac Dr., Suite 150 Brentwood, TN 37027 P 615.297.4554
©Copyright 2020
TLC No.:
www.tlc-engineers.com
120483
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
100% CONSTRUCTION
DOCUMENTS
FULLY SPRINKLERED
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
Phase
ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
214 Centerview Drive Suite 300 Brentwood, TN 37027
615.370.8500woldhfr.com
WOLD | HFR DESIGN
102 THIRD AVENUE NE
HICKORY, NC 28601
PHONE: 828.315.9962
FAX: 828.315.9966
NC ENGINEERING LICENSE NO: P-0214
NC ARCHITECTURE LICENSE NO: 51254
MURFREESBORO, TN
B
IM
/T
V H
S
A lv in C
Y o rk
V A
I n te g ra te d H e a lt h /2
A R
C H
P
R O
J E
C T
C E
N T
R A
L .r v t
/2
/2
:0
:3
P
M
AE 09.05
INTERIOR ELEVATIONS TVHS - ALVIN C. YORK VAMC -
INTEGRATED HEALTH CENTER
AT05-20-2022
626-309
RA
0 1' 2' 4'6"
0 1' 2' 4'6"
0 1' 2' 4'6"
0 1' 2' 4'6"
0 1' 2' 4'6"
1/4" = 1'-0"
1 G-46 CORRIDOR
3/8" = 1'-0"
2 G- 46 CORRIDOR
3/8" = 1'-0"
3 G-46 CORRIDOR
1/4" = 1'-0"
4 G-46 CORRIDOR
1/4" = 1'-0"
5 G-46 CORRIDOR
6' -4
PT5
P2
WB
SCT2
WP1
8' -6
8'-11 7/8"
RWC3 RWC3 RWC3
AE 08.09
WB
P1
7/
8"
AWP2AWP2AWP2
STAINLESS STEEL
HANDRAIL; REFER TO
FINISH LEGEND.
G20H1G20FG20DG20-1
WP1
P2
WB
55" TV MOUNTED TO WALL.
PROVIDE BLOCKING AS REQUIRED.
VA PROVIDED CONTRACTOR
INSTALLED.
55" TV MOUNTED TO WALL.
PROVIDE BLOCKING AS REQUIRED.
VA PROVIDED CONTRACTOR
INSTALLED.
5' -1
9/
5' -1
9/
WB
P1
5'-4 3/8" 6'-4 9/16"
6' -4
PT5
CG1 CG1 CG1 CG1 CG1 CG1 CG1 CG1 CG1 CG1 CG1
CG1
WALL MOUNTED TOUCHSCREEN,
REF. TECHNOLOGY
WALL MOUNTED TOUCHSCREEN,
REF. TECHNOLOGY
WALL MOUNTED TOUCHSCREEN,
REF. TECHNOLOGY
STAINLESS STEEL
HANDRAIL; REFER TO
FINISH LEGEND.
STAINLESS STEEL
HANDRAIL; REFER TO
FINISH LEGEND.
ACOUSTIC WOOD PANELS: BASIS
OF DESIGN, ARMSTRONG
WOODWORKS LINEAR VENEERED
PLANKS
P1
WB
AWP2
6' -5
PT5
WB
P2
9'-8 1/8"
SCT2
ACOUSTIC WOOD PANELS: BASIS
OF DESIGN, ARMSTRONG
WOODWORKS LINEAR VENEERED
PLANKS
7' -2
P1
WP1
WB
7'-10"
AWP1
1' -1
1/
2" 2'
-2
/4
3' -1
/4
AE 08.09
STAINLESS STEEL
HANDRAIL; REFER TO
FINISH LEGEND.
G-061B
A A AA
REPLACE EXISTING RADIATOR
GRILLES WITH NEW AND PAINT TO
MATCH EXISTING WALL. BASIS OF
DESIGN FOR REPLACEMENT: PRICE
ATG - ALUMINUM TRANSFER
GRILLE. PAINT TO MATCH NEW
FINISHES.
REPLACE EXISTING RADIATOR GRILLES
WITH NEW AND PAINT TO MATCH EXISTING
WALL. BASIS OF DESIGN FOR
REPLACEMENT: PRICE ATG - ALUMINUM
TRANSFER GRILLE. PAINT TO MATCH NEW
FINISHES.
REPLACE EXISTING RADIATOR GRILLES
WITH NEW AND PAINT TO MATCH EXISTING
WALL. BASIS OF DESIGN FOR
REPLACEMENT: PRICE ATG - ALUMINUM
TRANSFER GRILLE. PAINT TO MATCH NEW
FINISHES.
12 Cadillac Dr., Suite 150 Brentwood, TN 37027 P 615.297.4554
©Copyright 2020
TLC No.:
www.tlc-engineers.com
120483
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
100% CONSTRUCTION
DOCUMENTS
FULLY SPRINKLERED
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
Phase
ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
214 Centerview Drive Suite 300 Brentwood, TN 37027
615.370.8500woldhfr.com
WOLD | HFR DESIGN
102 THIRD AVENUE NE
HICKORY, NC 28601
PHONE: 828.315.9962
FAX: 828.315.9966
NC ENGINEERING LICENSE NO: P-0214
NC ARCHITECTURE LICENSE NO: 51254
MURFREESBORO, TN
B
IM
/T
V H
S
A lv in C
Y o rk
V A
I n te g ra te d H e a lt h /2
A R
C H
P
R O
J E
C T
C E
N T
R A
L .r v t
/2
/2
:0
:3
P
M
AE 09.06
INTERIOR ELEVATIONS TVHS - ALVIN C. YORK VAMC -
INTEGRATED HEALTH CENTER
AT05-20-2022
626-309
RA
REF: 1 / AE 01.03B
0 1' 2' 4'6"0 1' 2' 4'6"
0 1' 2' 4'6"
0 1' 2' 4'6" 0 1' 2' 4'6"
3/8" = 1'-0"
1 G-48 W.F.
3/8" = 1'-0"
2 G-50 CORRIDOR
3/8" = 1'-0"
3 G-50 CORRIDOR
3/8" = 1'-0"
4 G- 053 CONNECTOR
0 1' 2' 4'6"
3/8" = 1'-0"
5 G-53 W.F.
3/8" = 1'-0"
6 G-54 CORRIDOR
7 G-55 - CORRIDOR
CAULK
SSM COUNTERTOP
1/2" SSM WITH INTEGRAL
TURNDOWN COUNTERTOP
EDGE WITH EASED EDGES, UNO
BLOCKING BETWEEN STUDS
1" SUBSTRATE
1/2" SSM BACKSPLASH [WITH
3/8" MIN RADIUS COVE]
1/
2"
1"
4"
SIDE EDGE OF 1 1/2"
THICK END PANEL
(OR CABINET) BELOW
FRONT
SIDE
FRONT EDGE OF
END PANEL (OR
CABINET) BELOW
1 1/2" 1"
R /2
1"
DETACHED BASE
E
LE
V A T
IO
N
S E E
E
LE
V A T
IO
N
S E E
E
LE
V A T
IO
N
S E E
2'-0" CABINET, UNO
1/
2" 4"
3"
4"
SCHEDULED BASE
HINGED DOOR WHERE
SHOWN ON ELEVATION
PROVIDE BLOCKING
BETWEEN STUDS
WOOD CLEAT
ADJ. SHELF
3" 3"
3" 6"
2'-1" TOP, UNO
1'-3" UNO
DETACHED BASE
SCHEDULED BASE
HINGED DOOR WHERE
INDICATED ON ELEVATION
WOOD CLEAT
ADJ. SHELF
ELECTRICAL OUTLET
FOR MICROWAVE
E
LE
V
S E E
E
LE
V
S E E
2' -1
0"
1' -3
1'
-0
/4
4"
PROVIDE BLOCKING
BETWEEN STUDS
2'-1" TOP, UNO
2'-0" CABINET, UNO
1'-3" UNO
3"
SCHEDULED BASE
APRON ONLY WHERE
INDICATED ON DRAWINGS
E
LE
V A T
IO
N
S E E
E
LE
V A T
IO
N
S E E
S E E E
LE
V
2'-1" , U.N.O.
4"
1/
2"
HINGED DOOR WHERE
SHOWN ON ELEVATION
3" 3"
PROVIDE BLOCKING
BETWEEN STUDS
2' -3
M
IN
1"
CONCEALED / FLUSH
MOUNTED COUNTER
SUPPORT BRACKET
ATTACHED TO STUD,
U.N.O.
WOOD CLEAT
1'-3" U.N.O.
ADJ. SHELF
WIRE MANAGEMENT
SCHEDULED BASE
INTEGRAL / UNDERMOUNT
SOLID SURFACE SINK BOWL
2X BLOCKING @
BACK OF UNIT, TYP.
PROVIDE BLOCKING
IN STUD WALLS
3/4" VERTICAL PLATES
BETWEEN EA. LAV. OR
3'-0" O.C. MAX
3/8" ANCHORS AT 10"
O.C., TYP.
1X BLOCKING BETWEEN
PLATES, TYP.
TAMPER-PROFF
SCREWS @ 30" O.C.
ACCESS PANEL
2' -3
M
IN
2'-1"
4"
1/
2"
2' -1
0" M
A X
1/2" SSM, BUILT UP TO
FORM 1 1/2" EASED
EDGE COUNTERTOP
3/4" PARTICLE BOARD CONSTRUCTION WITH PLASTIC
LAMINATE ON ALL EXPOSED SURFACES OF CABINET
1'-7" MAX.
6" MAX
8" MIN
1"
9" M
IN
MIRROR, AT LAVATORY
CONDITIONS U.N.O.
(T O
R E F
LE
C T
IV
E S
U R
F A
C E O
F M
IR
R
O R
3' -4
M
A X
ADJ. SHELF
SCHEDULED BASE
HINGED DOOR WHERE
SHOWN ON ELEVATION
DRAWER WHERE SHOWN
ON ELEVATION
DETACHED BASE
HINGED DOOR WHERE
SHOWN ON ELEVATION
3"
E
LE
V A T
IO
N
S E E
E
LE
V A T
IO
N
S E E
E
LE
V A T
IO
N
S E E
2'-1" TOP, UNO
2'-0" CABINET, UNO
4"
4"
1'-3" U.N.O.
3" 3"
6" 3"
ADJ. SHELF
PROVIDE BLOCKING
BETWEEN STUDS
WOOD CLEAT
1/
2"
REFER TO CASEWORK
GENERAL NOTES AND
ELEVATIONS FOR ABOVE
CABINET CONDITION
REFER TO CASEWORK
GENERAL NOTES AND
ELEVATIONS FOR
COUNTERTOP MATERIAL
SCHEDULED BASE
ADJUSTABLE SHELVES
HINGED DOORS WHERE
SHOWN ON ELEVATION:
3/4" THICK IF ≤ 30"W DOORS,
1" THICK FOR 36"W DOORS
FIXED SHELF
PROVIDE BLOCKING
BETWEEN STUDS
ADJUSTABLE SHELVES
6"
3"
4"
S E E E
LE
V A T
IO
N
2'-0" UNO
3"
SCHEDULED BASE
SSM SHELVES
HINGED DOORS WHERE
SHOWN ON ELEVATION:
3/4" THICK IF ≤ 30"W DOORS,
1" THICK FOR 36"W DOORS
FIXED SHELF
PROVIDE BLOCKING
BETWEEN STUDS
ADJUSTABLE SHELVES
6"
3"
4"
S E E E
LE
V A T
IO
N
2'-0" UNO
3"
SSM3
REFER TO FINISH LEGEND
AND SPECIFICATIONS.
UPPER CABINET
CONT. BLOCKING
BETWEEN STUDS AT
GYP. BD. PARTITIONS
SLOPED CASEWORK SOFFIT
ABOVE, WHERE SHOWN ON
ELEVATIONS
(S E E
E
LE
V A
T
IO
N
30.00°3/ 4"
12 Cadillac Dr., Suite 150 Brentwood, TN 37027 P 615.297.4554
©Copyright 2020
TLC No.:
www.tlc-engineers.com
120483
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
100% CONSTRUCTION
DOCUMENTS
FULLY SPRINKLERED
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
Phase
ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
214 Centerview Drive Suite 300 Brentwood, TN 37027
615.370.8500woldhfr.com
WOLD | HFR DESIGN
102 THIRD AVENUE NE
HICKORY, NC 28601
PHONE: 828.315.9962
FAX: 828.315.9966
NC ENGINEERING LICENSE NO: P-0214
NC ARCHITECTURE LICENSE NO: 51254
MURFREESBORO, TN
B
IM
/T
V H
S
A lv in C
Y o rk
V A
I n te g ra te d H e a lt h /2
A R
C H
P
R O
J E
C T
C E
N T
R A
L .r v t
/2
/2
:0
:4
P
M
AE 10.01
CASEWORK SECTIONS AND MISC
DETAILS
TVHS - ALVIN C. YORK VAMC -
INTEGRATED HEALTH CENTER
AT05-20-2022
626-309
RA
B & MATERIAL DETAILS
COUNTERTOP EDGE
UPPER / FULL HEIGHT
0 6" 1' 2'3"
0 6" 1' 2'3"
C CORNER DETAILS
COUNTERTOP
0 1" 2" 3"
Q. LOCKS: PROVIDE LOCKS WHERE INDICATED ON INTERIOR ELEVATIONS.
P. CASEWORK DIMENSIONS SHALL BE FIELD VERIFIED PRIOR TO FABRICATION AND INSTALLATION.
O. PROVIDE METAL SUPPORT BLOCKING FOR ALL WALL HUNG CABINETS. REFER TO CASEWORK
SECTIONS & SPECS FOR ADDITIONAL INFORMATION.
N CONTRACTOR SHALL COORDINATE INSTALLATION OF CASEWORK WITH SINKS / PLUMBING
FIXTURES AND ASSOCIATED PIPINGS & FITTINGS.
M. PROVIDE STANDARD 1" MIN / 3" MAX FILLER PANEL WHERE CASEWORK ABUTS WALL OR WHERE
APPLICABLE PER ELEVATION U.N.O. PROVIDE MIN 3" FILLER PANEL AT INSIDE CORNER
CONDITONS. FILLER PANELS SHALL BE OF EQUAL WIDTH ALONG A SINGLE RUN OF CASEWORK,
EXCEPT WHERE AN INSIDE CORNER CONDITION OCCURS ON ONLY ONE SIDE.
L. ALLOW (1) GROMMET EVERY 30" AT ALL KNEESPACE & UNDERCOUNTER EQUIPMENT LOCATIONS.
CONFIRM FINAL QUANTITY & LOCATIONS WITH END USER. DO NOT PLACE GROMMETS WITHIN THE
3'-0" CLEAR ACCESSIBLE COUNTERTOP OPENING AT RECEPTION, REGISTRATION & NURSE
STATIONS.
K. PROVIDE COUNTERTOP SUPPORT BRACKETS AT ALL KNEE SPACES - SPACING AT 36" O.C. MAX.
LOCATION OF SUPPORT BRACKET(S) TO BE COORDINATED AFTER INSTALLATION OF KEYBOARD
TRAYS, UNDERCOUNTER CPU BRACKETS, AND ANY OTHER UNDER COUNTER MOUNTED ITEMS.
CONCEALED BRACKETS SHALL ALSO BE COORDINATED WITH ELECTRICAL CONDUIT ROUGH-INS.
J. CONFIRM QUANTITY AND LOCATION OF ALL KEYBOARD TRAYS AND UNDER COUNTER CPU
BRACKETS, WITH COR, PRIOR TO INSTALLATION.
I. COUNTERTOPS, TRANSACTION TOPS, BACK / SIDE SPLASHES AND END PANELS SHALL BE
CAULKED TO THE WALL WITH A CLEAR OR COORDINATING COLOR.
H. COUNTERTOP SUPPORT END PANELS SHALL BE 1-1/2" THICK.
G. PROVIDE BACKSPLASHES AT ALL COUNTERTOPS U.N.O. PROVIDE SIDE SPLASHES WHERE SIDES OF COUNTERTOP ABUT WALL OR HIGHER CABINETS U.N.O. BACK & SIDE SPLASHES SHALL BE THE
SAME HEIGHT U.N.O. SPLASHES TO MATCH COUNTERTOP MATERIAL U.N.O.
F. ALL SSM COUNTERTOPS & TRANSACTION TOP CORNERS TO RECEIVE 1-1/2" RADIUS, IN PLAN VIEW, U.N.O.
E. ALL COUNTERTOPS & TRANSACTION TOPS SHALL BE SOLID SURFACE (SSM) U.N.O. REFER TO
INTERIOR ELEVATIONS FOR ADDITIONAL INFORMATION.
D. COUNTERTOPS SHALL BE 2'-1" DEEP AND 1 1/2" THICK, U.N.O.
C. BASE AND FULL HEIGHT CABINETS SHALL BE 2'-0" DEEP, U.N.O.
B. UPPER WALL CABINETS SHALL BE 1'-3" DEEP (INCLUDING DOOR) U.N.O. WITH SMOOTH, FINISHED
TOP WHERE NO SOFFIT IS SHOWN ABOVE.
A. IF NO SOFFIT SHOWN ABOVE UPPER / FULL HEIGHT CABINET, BUT CEILING HEIGHT AS INDICATED
ON DRAWINGS CAN NOT BE OBTAINED TO PROVIDE 18" CLEARANCE FOR SPRINKLER HEADS
ABOVE CABINET, PROVIDE GYPBOARD SOFFIT FOR FIRE PROTECTION.
GENERAL CASEWORK NOTES
2 SECTION 3 SECTION 4 SECTION
6 SECTION - ACCESSIBLE LAV & SINK
0 6" 1' 2'3" 0 6" 1' 2'3"
0 6" 1' 2'3"
1 SECTION - TYPICAL
0 6" 1' 2'3" 0 6" 1' 2'3"
5 06 CABINET (FULL HEIGHT)
0 6" 1' 2'3"
7 06 CABINET (FULL HEIGHT) (SSM)
0 6" 1' 2'3"
A CABINET TOP DETAILS
SCHEDULED BASE
WIRE MANAGEMENT
NOTE: VERTICAL METAL INSETS ARE TO TERMINATE AT METAL ANGLE
2' -6
1/ 2"
2'-1" 5" 1"
P-LAM ON 3/4" SUBSTRATE WITH
FIRE TREATED STUDS @ 16" O.C.
CONCEALED SUPPORT
BRACKET BEYOND
2'-7"
1/2" SSM WITH INTEGRAL
TURNDOWN & EASED EDGES
ON 1" SUBSTRATE
3/4"4 1/4"
4"
RIGID VINYL WALL COVERING,
VERTICAL FACE
1 1/2" RADIUS
FRONT
SIDE
SOLID SURFACE MATERIAL TRANSACTION TOPS
MATERIAL AND OFFSETS BELOW
MAY VARY. REFER TO CASEWORK
ELEVATIONS AND SECTION DETAILS.
SSM ON 3/4" SUBSTRATE
SSM ON 3/4" SUBSTRATE WITH
FIRE TREATED STUDS @ 16" O.C.
WIRE MANAGEMENT
SSM 3/4" SUBSTRATE ALL
SIDES - SEE ELEV.
CONCEALED / FLUSH MOUNTED
COUNTER SUPPORT BRACKET
ATTACHED TO STUD
3'-0" MAX O.C. SPACING
1'-0"
3' -6
1' -0
2' -6
SSM ON 3/4" SUBSTRATE WITH
FIRE TREATED STUDS @ 16" O.C.
A
E
.0
7/ AE 02.02
5/ AE 02.02
4' -2 /2
9'-6"
3' -9
2'-7"
12'-1"
6' -1 3/ 8"
2' -1
1' -0 /8
SSM1
SSM2
A
LI
G N
AE 10.02
AE 10.02
12 Cadillac Dr., Suite 150 Brentwood, TN 37027 P 615.297.4554
©Copyright 2020
TLC No.:
www.tlc-engineers.com
120483
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
100% CONSTRUCTION
DOCUMENTS
FULLY SPRINKLERED
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
Phase
ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
214 Centerview Drive Suite 300 Brentwood, TN 37027
615.370.8500woldhfr.com
WOLD | HFR DESIGN
102 THIRD AVENUE NE
HICKORY, NC 28601
PHONE: 828.315.9962
FAX: 828.315.9966
NC ENGINEERING LICENSE NO: P-0214
NC ARCHITECTURE LICENSE NO: 51254
MURFREESBORO, TN
B
IM
/T
V H
S
A lv in C
Y o rk
V A
I n te g ra te d H e a lt h /2
A R
C H
P
R O
J E
C T
C E
N T
R A
L .r v t
/2
/2
:0
:4
P
M
AE 10.02
CASEWORK SECTIONS AND MISC
DETAILS
TVHS - ALVIN C. YORK VAMC -
INTEGRATED HEALTH CENTER
AT05-20-2022
626-309
RA
0 1/2" 1" 2"1/4"
2 SECTION - RECEPTION 3 TRANSACTION TOP CORNER DETAIL
0 6" 1' 2'3" 0 1" 2" 3"
4 SECTION - WATERFALL DETAIL
0 6" 1' 2'3"
1 RECEPTION DESK - ENLARGED PLAN
REFER TO AE 02.02 FOR ELEVATIONS.
UP
UP
F0305
F0305
F0305
F0305
R4650
F0305
F0305
F0305
F0305 F0305
F0305
F0305
F0305 F0305
F0305
F0305
F0305 F0305
F0305
F0305
F0305
F0275 F0275 F0275 F0275 F0275 F0275 F0275 F0275 F0275 F0275
E0090
F0275
F0205
F0205
F0275 F0275
F0275F0275F0275F0275
F0275
STAIRS
G09
REC. THERAPY CLINIC
G08
BARBER CART
G02
FOOD SERVICE CHIEF
G03
CORRIDOR
G45
ENTRY
G01
CORRIDOR
G46
FOOD SERVICE VEND SUPPLY
G04
615 SF
CONNECTOR
G47
KITCHENETTE
G08A
MUSIC THERAPY CLINIC
G13
MUSIC STORAGE
G13A
WORK
G12A
EDUC CHIEF
G17A
RECREATION
STORAGE
G08B
HAC
G07
KINESIO GROUP THERAPY
G12
WC STORAGE
G12B
MALE
G09A
FEMALE
G09C
COURTYARD
G10
WORK AREA
G15
1,201 SF
CORRIDOR
G55
PRACTICE ROOM
G13B
PMRS CONSULT
G14
CHASE
G-104A
MALE SHOWER
G09B
FEMALE SHOWER
G09D
AREA BAREA A
A R
E A
B
A R
E A
A
R7250
R7250
F0600
F0265 F0265
F0265 F0265
F0600
E0123 E0123 E0123 E0123
A1040
A5025
COPIER
E0123 E0123 E0123 E0123 E0123 E0123 E0123 E0123 E0123 E0123
CORRIDOR TO BUILDING 7
007 007
006 006 006 006
008008008008
010 013
010 013
010 013
M1801
JOINT SCHEDULE NUMBER (JSN) MODEL NUMBER AS
DETERMINED BY VA SEPS PROGRAM
EQUIPMENT SYMBOL LEGEND
VV VA FURNISHED AND INSTALLED
VC VA FURNISHED, CONTRACTOR INSTALLED
CC CONTRACTOR FURNISHED, CONTRACTOR INSTALLED
GENERAL NOTE:
SEPS STANDS FOR SPACE & EQUIPMENT PLANNING SYSTEM AND IS
AN EQUIPMENT PLANNING METHOD USED BY THE VA. ALL EQUIPMENT
LISTED AND USED IN THIS PROJECT IS BASED OFF OF THIS SYSTEM.
THIS EQUIPMENT IS A GENERAL REPRESENTATION OF THE FINAL
EQUIPMENT APPROVED BY THE FACILITY TO GO INTO THE SPACE. ALL
FINAL EQUIPMENT SHOULD BE COORDINATED WITH THE FACILITY.
12 Cadillac Dr., Suite 150 Brentwood, TN 37027 P 615.297.4554
©Copyright 2020
TLC No.:
www.tlc-engineers.com
120483
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
100% CONSTRUCTION
DOCUMENTS
FULLY SPRINKLERED
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
Phase
ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
214 Centerview Drive Suite 300 Brentwood, TN 37027
615.370.8500woldhfr.com
WOLD | HFR DESIGN
102 THIRD AVENUE NE
HICKORY, NC 28601
PHONE: 828.315.9962
FAX: 828.315.9966
NC ENGINEERING LICENSE NO: P-0214
NC ARCHITECTURE LICENSE NO: 51254
MURFREESBORO, TN
KEYPLAN
AREA A
OUT OF
SCOPE
B
IM
/T
V H
S
A lv in C
Y o rk
V A
I n te g ra te d H e a lt h /2
A R
C H
P
R O
J E
C T
C E
N T
R A
L .r v t
/2
/2
:1
:1
P
M
QH 12.01A
GROUND FLOOR EQUIPMENT
PLAN AREA A
TVHS - ALVIN C. YORK VAMC -
INTEGRATED HEALTH CENTER
AT05-20-2022
626-309
RA
7. ALL FURNITURE TO BE SUPPLIED BY VA.
6. COORDINATE WITH ALL VENDOR & COR REQUIREMENTS FOR EQUIPMENT PROCUREMENT &
INSTALLATION.
5. CONTRACTOR SHALL NOTIFY THE COR IN A TIMELY MANNER IF ANY CONFLICTS OR DISCREPANCIES APPEAR WITH EITHER THE EQUIPMENT SCHEDULE OR EQUIPMENT LAYOUT AS INDICATED IN THE
PROJECT DOCUMENTS.
4. CONTRACTOR SHALL PROVIDE METAL BLOCKING FOR ALL ITEMS REQUIRING WALL SUPPORT.
3. ALL WALL MOUNTED EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH ACCESSIBILITY
REQUIREMENTS.
2. COORDINATE ALL CONTRACTOR INSTALLED EQUIPMENT WITH COR AND EQUIPMENT PLANNER PRIOR TO
INSTALLATION.
1. EQUIPMENT SHOWN REPRESENTS ITEMS DEEMED ARCHITECTURALLY SIGNIFICANT BY THE FACILITY.
NOT ALL EQUIPMENT IS SHOWN. IT IS THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE EQUIPMENT PLACEMENT AND REQUIREMENTS IN THE FIELD PER THE EQUIPMENT BOOK AND SPECIFICATIONS.
GENERAL EQUIPMENT NOTES
1/8" = 1'-0"
1 GROUND FLOOR EQUIPMENT PLAN AREA A
0 4' 8' 12'
EQUIPMENT SCHEDULE
JSN Comment PROVIDED BY
A1010 TELECOMMUNICATION OUTLET
LOCATION
CC
A1040 LOCKER CC
A1080 MIRROR SHATTERPROOF
MIRROR
A5025 BENCH VV
A5075 SOAP DISPENSER VV
A5077 HAND SANITIZER VV
A5080 PAPER TOWEL DISPENSER VV
A5082 PAPER TOWEL DISPENSER VV
A5106 SHARPS CONTAINER VV
A5180 CURTAIN AND CUBICLE TRACK CC
E0090 WORKSTATION VV
E0123 WORKSTATION VV
E0945 COMPUTER CART VV
E0948 MOBILE STORAGE CART VV
F0205 SIDE CHAIR VV
F0225 DINING CHAIR VV
F0255 EASY CHAIR VV
F0260 PATIENT CHAIR VV
F0265 RECLINER VV
F0275 SWIVEL CHAIR VV
F0305 WAITING ROOM CHAIR VV
F0315 SLEEPER CHAIR VV
F0340 STOOL VV
F0355 STEP STOOL VV
F0420 FILING CABINET VV
F0600 CREDENZA VV
F0795 DINING TABLE VV
F2000 WASTEPAPER BASKET VV
F2010 WASTEPAPER BASKET VV
F2015 WASTEPAPER BASKET VV
F3050 WHITEBOARD VV
F3065 WHITEBOARD VV
K1552 COFFEE MAKER VV
K4665 MICROWAVE VV
M0515 TELEVISION VC
M1801 COMPUTER MONITOR VV
M3072 INFECTIOUS WASTE BASKET VV
M3073 INFECTIOUS WASTE BASKET VV
M4116 SPHYGMOMANOMETER VV
M4255 IV STAND VV
M4266 VOLUMETRIC INFUSION PUMP VV
M7010 PATIENT BED VV
M7025 BED MATTRESS VV
M7040 OVERBED TABLE VV
M8240 196" L X 27" W TRI W-G
BARIATRIC
PARALLEL BARS,
16'
M8810 INSTRUMENT TABLE VV
R4650 ICE MAKER VC
R6200 REFRIGERATOR VC
R7050 REFRIGERATOR VC
R7250 REFRIGERATOR/FREEZER VC
EQUIPMENT SCHEDULE - KINESIO GROUP THERAPY
MARK DESCRIPTION SIZE
001 PORTABLE WHEELCHAIR SCALE 32" X 36" PLATFORM SIZE 36" RAMP SIZE.
002 LARGE MAT TABLE 6'W X 8'L
003 VANGUARD 2 STACK GYM W/ LEG
PRESS
82" L X 108" W X 83" H
004 SCIFIT TOTAL BODY RECUMBENT
STEPPER
68" L X 30" W
005 SELECT EDGE FOUR STACK CABLE
MACHINE
148.5" L X 69" W X 93.5" H
006 ROWING MACHINE 96" L X 24" H. 14" SEAT WITH 20" LEGS
007 TREADMILL 95" L X 40" W X 55" H
008 MR 100 RECUMBENT ERGOMETER
BIKE
81" L X 35" W
009 BACTA FUSION 3 GYM SYSTEM 5'6" W X 6'-0" W
010 DISCOVERY SERIES 3 TIER DUMBELL
RACK
51" L X 30.3" W
011 EXERSIZE WHEEL 48" X 48"
012 MEDICINE WEIGHT RACK 14.375" W X 8" H
013 BAR BELL HOLDER 18" W X 18" L
014 FLAT INCLINE BENCH 55" L X 22" W X 17.9" H
015 SURE FIT MEDICINE BALL RACK 25" L X 25" W X 56" H
016 PROMAXIMA RAPTOR P-6300
ADDUCTION/ABDUCT
2" X 4" 11 GUAGE STEEL WEIGHT STACK
FRAME HOUSING
017 BACK EXTENSION /ABDOMINAL
CRUNCH
47" W X 44 L" X 67" H
018 WEIGHT STACK FEATURES REHAD
PRO BILATERAL PULLEYS
84" H X 18" W X 8" D
019 WORK BENCH - WALL HUNG 12" W X 18" H X 14" BASE X 48" LENGTH
020 SHATTERPROOF MIRROR MIRROR
021 TRI W-G BARIATRIC PARALLEL BARS,
16'
196" L X 27" W
022 ECHO FOAM BOX 30" W X 24" D X 20" L
023 DUMBELL UNIVERSAL STORAGE RACK
024 WEIGHT PLATE STORAGE
025 SPEED BAG
HOLDOPEN
HOLDOPEN
R7250
K1552
A5080
A5075
F2015
F2010
E0090
F0420
QH 12.01B
F0275 F0275 F0275 F0275 F2000
F0205
F0205
F0275
F2000 F2000
F0420
F2000
E0090
F0275
F0205
F0205
F0305
F0305
F0305
F0305
F0305
F0305
F0305
F0305
F0225 F0225
F0225F0225
F0795
F0225 F0225
F0225F0225
F0795 F0795
F0225 F0225
F0225F0225
F3065
F0205
F0205
E0090
F0275
F2000
F0420
A5077A5075
A5082
F0255
F0305
F0305
F0305
F0305
F0305F0305
F0305
F0305
F0305
F0305F0305
F0305
F0305
F0305
F0305
153 SF
ELECTRICAL
G41
MEDIA COORD.
G17B
LOBBY
G36
MALE
G37
FEMALE
G38
VESTIBULE
G35
SECURITY
G35A
58 SF
HAC
G30I
PAT. RESOURCE
G40
STORAGE
G34A
SIM MAINTENANCE
G30G
PROCEDURE SIM LAB
G30F
CONTROL ROOM
G30E
TRNG EQUIP STOR
G30C
499 SF
ALS CLASSROOM
G30J
MALE
G25
WAITING
G39
LACTATION
G27
MULTI-PURPOSE
G20J
MULTI-PURPOSE
G20F
MULTI-PURPOSE
G20D
MULTI-PURPOSE
G20B
MULTI-PURPOSE
G20
MULTI-PURPOSE
G20H
STOR.
G20A
STOR.
G20E
STOR
G20G
STOR.
G20I
STOR.
G20C
MED/SURG SIM LAB
G30D
VENDING
G32
STAFF LOUNGE
G…
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