IFB 25-85-3249AM_DRAWINGS.pdf
PDF 5 MB Posted
- Solicitation number
- 84254
- Issued by
- Hanover County, Virginia
About this file
This set of architectural, mechanical, electrical and plumbing drawings from RRMM Architects details renovation work at Hanover County Public Schools' Hanover High School to create a Veterinary Science Lab and Engineering Lab. The drawings show modifications to three existing classroom/lab spaces (Rooms F05, F06, and F11) including new masonry partitions, doors, casework, sinks, electrical systems, plumbing fixtures, and dust collection system. Key elements include installation of new grooming stations, service sinks, washer/dryer connections, compressed air lines, power distribution for shop equipment, and ventilation modifications.
The drawings specify detailed requirements for construction materials and methods, including CMU walls, hollow metal frames, plastic laminate casework, epoxy flooring (as an additive alternate), plumbing fixtures, electrical power distribution, and mechanical systems. Specific equipment accommodations are shown for veterinary equipment in rooms F05/F06 and shop equipment (including drill presses, saws, sanders, etc.) in room F11. The plans include coordination details between architectural, mechanical, electrical and plumbing trades to create functional lab spaces while maintaining existing building systems and finishes in adjacent areas.
View the file
Other files
Show all 18
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
VET SCIENCE & ENGINEERING LAB RENOVATIONS
HANOVER HIGH SCHOOL
HANOVER COUNTY PUBLIC SCHOOLS
RRMM ARCHITECTS, PC
ARCHITECTURE / PLANNING / INTERIORS
VICINITY MAP CONSULTANTS OWNER LOCATION MAP
Simmons, Rockecharlie & Prince, Inc.
MEP ENGINEERING
10150 Staples Mill Road, Suite A
Glen Allen, VA 23060 Phone: (804) 262-7323
Hanover County Hanover County Public Schools
200 Berkley Street
Ashland, VA 23005
SITE
SITE
1317 Executive Boulevard, Suite 200 Chesapeake, VA 23320
(757) 622-2828
28 Church Avenue SW Roanoke, VA 24011
(540) 344-1212
3700 Koppers Street, Suite 300 Baltimore, MD 21227
(410) 234-8444
2900 South Quincy Street, Suite 710 Arlington, VA 22206
(703) 998-0101
115 South 15th Street, Suite 502 Richmond, VA 23219
(804) 277-8987
TRUE
NORTH
TRUE
NORTH
BID ALTERNATES
REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION
ADDITIVE ALTERNATE NO. 1
• REMOVAL OF EXISTING VCT FLOORING AND RUBBER BASE IN ROOMS F05
AND F06 AND PROVIDE NEW RESINOUS EPOXY FLOORING AND BASE IN
ROOMS F05 AND F06.
Lic. No. 15121
DANIEL J. WEIGAND
T
T E C
IH
C
R
A
C
T
O M M O
N W
EA
L FO
H
A N I
G I
R
I V
RRMM
ARCHITECTS, PC
D A
T E
D R
A W
N
P R
O J E
C T
D E
S
IG
N E
D
C H
E C
K E
D
(804)277-8987
115 South 15th Street, Suite 502 Richmond, Virginia 23219
M A
R K
R E
V
IS
IO
N
S
D A
T E
B Y
D E
S C
R
IP
T
IO
N
0' 16' 32' 48'
1/32" = 1'-0"
0' 8' 16' 24'
1/16" = 1'-0"
4' 0' 4' 8' 16'
3/32 = 1'-0"
0' 4' 8' 12'
1/8" = 1'-0"
0' 2' 4' 6'
1/4" = 1'-0"
0' 1' 2' 4'
3/8" = 1'-0"
3' 0' 1' 2' 3'
1/2" = 1'-0"
6" 0' 1' 2'
3/4" = 1'-0"
6" 0' 6" 1' 1.5'
1" = 1'-0"
3" 9" 0' 3" 6" 1'
1 1/2" = 1'-0"
9" 0' 2" 4" 6"
3" = 1'-0"
5"3"1" 0' 1" 2" 3"
6" = 1'-0"
0' 1" 1.5"
12" = 1'-0"
D
C
B
A
E
D
C
B
A
E
SHEET
P R
O J E
C T
D R
A W
IN
G
1 2 3 4 5 6
1 2 3 4 5 6
/1
/2
:2
:1
A u to d e s k D o c s
/1
-1
H
C P
S H a n o v e r
H S
V e te ri n a ry
/1
-1 v
H
C P
S H a n o v e r H
S V e te ri n a ry
A
R C
H .r v t
G-001
/2
/2
-1
J S
C
J A
S
M R
D J W
T
IT
L E
S H
E E
T
V E
T S
C
IE
N C
E
E N
G
IN
E E
R
IN
G L
A B
R E
N O
V A
T
IO
N S
H A
N O
V E
R C
O U
N T
Y P
U B
L
IC
S C
H O
O L
S
C
H A
M B
E R
L A
Y N
E R
O A
D
M E
C H
A N
IC
S
V
IL
L E
V
A
12/20/2024
SHEET INDEX
Sheet Number Sheet Title
PROJECT TITLE SHEET
G-001 TITLE SHEET
ARCHITECTURAL DEMOLITION
AD-001 DEMO PLANS & ELEVATIONS
ARCHITECTURAL
A-001 ARCHITECTURAL GENERAL INFORMATION
A-002 PARTITION DETAILS
A-101 FLOOR PLAN AND NOTES - NEW WORK
A-102 REFLECTED CEILING PLAN - NEW WORK
A-301 SECTIONS
A-601 FINISH SCHEDULE, LEGEND AND FINISH NOTES
A-602 DOOR SCHEDULE, TYPES AND DETAILS
A-801 CASEWORK ELEVATIONS AND SECTIONS
PLUMBING
P-101 WATER
P-102 WASTE AND VENT
P-103 SCHEDULES AND DETAILS
MECHANICAL
M-101 HVAC
ELECTRICAL
E-101 LEGEND, NOTES AND ELECTRICAL DEMOLITION
E-102 ELECTRICAL NEW WORK PLAN
F
F
F
F
AD-001
C1
VIF
8' - 9 3/8" ±
3'
4"
4'
8"
F05
F06 F07 F09
F08
F10
F1131
DUST PARTITION - SEE
GENERAL DEMOLITION NOTES
DUST PARTITION - SEE
GENERAL DEMOLITION NOTES
A1
A1
DUST PARTITION - SEE
GENERAL DEMOLITION NOTES
VIF
8' - 9 3/8" ±
5 5
REMOVE PORTION OF EXISTING EXTERIOR WALL FOR EXTENT AS INDICATED. LOCATE OPENING
TO NEAREST MORTAR JOINT. COORDINATE HEIGHT OF NEW OPENING WITH NEW WORK PLANS
AND LINTEL REQUIREMENTS. REMOVE, SALVAGE, AND SAVE PORTION OF EXISTING MASONRY
BRICK VENEER. CLEAN AND PREP SALVAGED MASONRY BRICK VENEER FOR REUSE AT NEW
HEAD AND JAMB OPENING, SEE NEW WORK DETAILS. TOOTH-IN, PATCH AND REPAIR ADJACENT
WALLS AND FLOORS TO REMAIN. PREPARE EXISTING SURFACES FOR NEW WORK.
REMOVE MASONRY PARTITION SYSTEM AND APPLIED FINISHES TO FINISH FLOOR LEVEL.
REMOVE PORTION OF FLOOR FINISH, MINIMUM 2'-0" WIDE EACH SIDE OF WALL, AS REQUIRED
FOR MASONRY DEMO AND NEW WORK, OR TO NEAREST FLOOR TILE JOINT. PREP CONCRETE
SLAB FOR NEW MASONRY PARTITION SYSTEM AND WALL OPENINGS - REFER TO NEW WORK
PLANS. TOOTH-IN, PATCH AND REPAIR ADJACENT WALLS AND FLOORS TO REMAIN. PREPARE
EXISTING SURFACES FOR NEW WORK.
REMOVE PORTION OF HOLLOW METAL WINDOW SYSTEM, LEAVING THE VERTICAL FRAME AS
INDICATED. REMOVE THE WINDOW SILL AND WALL ABOVE FLOOR SLAB TO INSTALL NEW
HOLLOW METAL WINDOW AND DOOR SYSTEM. PATCH / REPAIR / PREP DAMAGED WALL AND
FLOOR AREAS TO RECEIVE INSTALLATION OF NEW WORK. PATCH / PREP REMAINING HOLLOW
METAL FRAME TO RECEIVE ATTACHMENT TO NEW WORK.
REMOVE, SALVAGE AND TURN OVER TO OWNER EXISTING CHALKBOARD / TACKBOARD /
MARKERBOARD AND FASTENERS. REMOVE ADHESIVE FROM WALL, PATCH AND REPAIR WALL
FOR NEW FINISH PER SCHEDULE.
REMOVE, SALVAGE AND SAVE EXISTING SUSPENDED ACOUSTICAL PANEL CEILING, CEILING
MOUNTED LIGHT FIXTURES AND CEILING MOUNTED EQUIPMENT IN THIS AREA AS REQUIRED FOR
NEW MASONRY PARTITION WORK. REINSTALL SUSPENDED ACOUSTICAL PANEL CEILING, LIGHT
FIXTURES AND EQUIPMENT AT COMPLETION OF NEW WORK.
REMOVE, SALVAGE, AND SAVE EXISTING SUSPENDED ACOUSTICAL PANEL CEILING IN THIS AREA
FOR REMOVAL OF EXISTING AIR CLEANER HUNG BELOW CEILING AS REQUIRED - REFER TO
MECHANICAL DRAWINGS. REINSTALL SUSPENDED ACOUSTICAL PANEL CEILING AND REPLACE
ANY DAMAGED CEILING TILE AND GRID.
REMOVE PORTION OF EXISTING GYPSUM SOFFIT IN THIS AREA AS REQUIRED FOR NEW
MASONRY PARTITION WORK. PATCH, REPAIR AND PREP ADJACENT GYPSUM SOFFIT AND WALLS
TO REMAIN. PREPARE EXISTING SURFACES FOR NEW WORK.
SAW CUT AND REMOVE PORTION OF EXISTING CONCRETE SLAB AS REQUIRED FOR NEW
CONCRETE SLAB AT WALL OPENING, APPROXIMATELY 5SF. CLEAN, PATCH AND PREP ADJACENT
CONCRETE SLAB AND WALLS. REFER TO NEW WORK DETAILS AND NOTES.
DEMOLITION KEYNOTES X (APPLIES THIS SHEET ONLY)
ADDITIVE ALTERNATE DEMOLITION KEYNOTES
REMOVE EXISTING VCT FINISH FLOORING AND WALL BASE COMPLETE THROUGHOUT ROOM.
CLEAN, PATCH AND PREP CONCRETE FLOORING AND WALL PARTITIONS TO RECEIVE NEW
RESINOUS EPOXY FLOORING AND BASE.
A1
EXISTING WALL AND/OR DOOR
TO BE DEMOLISHED OR
REMOVED
EXISTING WINDOW TO BE
REMOVED
EXISTING WALL, WINDOW,
AND/OR DOOR TO REMAIN
A. PROVIDE FLOOR-TO-CEILING TEMPORARY DUST PARTITIONS TO CONTAIN DUST FROM DEMOLITION OPERATIONS FROM THE REMAINDER OF THE BUILDING. PARTITION SHALL BE CONSTRUCTED OF WOOD OR METAL STUDS WITH PLASTIC SHEETING WITH LAPPED AND TAPED JOINTS FOR DUST PROTECTION.
B. THE CONTRACTOR SHALL PROTECT ALL EXISTING CORRIDOR FLOORS AND ALL OTHER EXISTING SURFACES FROM DAMAGE DURING THE ENTIRE CONSTRUCTION PERIOD. THE CONTRACTOR SHALL COVER ALL EXISTING CORRIDOR FLOORS WITH 45 MIL THICK HEAVY-DUTY ROLLED CARDBOARD TEMPORARY FLOOR PROTECTION (RAM BOARD BRAND, OR APPROVED EQUAL), WITH ADJACENT SECTIONS OF CARDBOARD
TAPED TO EACH OTHER.
C. THE CONTRACTOR SHALL PROTECT ALL EXISTING FLOORS AND ALL OTHER EXISTING SURFACES FROM
DAMAGE DURING THE ENTIRE CONSTRUCTION PERIOD.
D. WHERE EXISTING EXTERIOR DOORS ARE REMOVED OR WHERE NEW EXTERIOR DOORS ARE BEING PROVIDED, CONTRACTOR SHALL PROVIDE LOCKABLE SECURITY GATES AT ALL AREAS OF CONSTRUCTION
UNTIL NEW EXTERIOR DOORS ARE PROVIDED.
E. REMOVE ALL EXISTING CASEWORK, MARKERBOARD OR TACKBOARD. SALVAGE AND TURN OVER TO
OWNER.
F. REMOVE ALL EXISTING SURFACE-MOUNTED POWER CONDUIT OR DATA RACEWAY. FILL AND PATCH
MOUNTING HOLES.
G. REFER TO MECHANICAL AND ELECTRICAL DRAWINGS FOR ADDITIONAL DEMOLITION INFORMATION.
H. PLAN DIMENSIONS FOR EXISTING CONDITIONS ARE TO FACE OF MASONRY OR CENTERLINE OF STRUCTURAL FRAMING, UNLESS OTHERWISE NOTED. THICKNESS OF MASONRY BASED ON NOMINAL SIZES. ALL DIMENSIONS SHOWN FOR EXISTING CONSTRUCTION ARE APPROXIMATE: FIELD VERIFY ALL DIMENSIONS.
I. ALL DEMOLITION WORK NOTED ON THESE DRAWINGS INVOLVES THE REMOVAL OF EXISTING
CONSTRUCTION UNDER THE BASE CONTRACT, AND SHALL BE COORDINATED WITH CORRESPONDING NEW WORK FLOOR PLANS AND DETAILS. REMOVE EXISTING CONSTRUCTION AS INDICATED FOR FINISH
CONSTRUCTION AND NEW WORK TO CONFORM TO DETAILS.
J. DETAILS OF EXISTING CONDITIONS: ACTUAL FIELD CONDITIONS WHICH ARE CONCEALED BY EXISTING CONSTRUCTION MAY VARY SOMEWHAT FROM THOSE INDICATED IN DRAWINGS. ALL WORK THAT RELATES TO, OR IS IN ANY WAY AFFECTED BY, EXISTING CONDITIONS WHICH VARY FROM THOSE INDICATED SHALL BE MODIFIED AS REQUIRED BY FIELD CONDITIONS AND MEASUREMENTS. REPORT DISCREPANCIES TO
ARCHITECT BEFORE PROCEEDING WITH AFFECTED ASPECTS OF CONSTRUCTION OR DEMOLITION.
K. THE DEMOLITION DRAWINGS INDICATE MAJOR ITEMS TO BE DEMOLISHED. MISCELLANEOUS ABANDONED CONDUIT, WALL PENETRATIONS (I.E. SCREWS, NAILS, AND MASONRY ANCHORS), WOOD BLOCKING, AND OTHER VARIOUS ITEMS FASTENED TO EXISTING WALLS MAY NOT BE INDICATED ON THE DRAWINGS.
REMOVE SUCH ITEMS THAT ARE NOT USED IN, OR CONCEALED BY, NEW WORK. PATCH AND REPAIR DAMAGE
TO THE WALLS WHERE SUCH ITEMS ARE REMOVED.
L. PORTIONS OR ELEMENTS (I.E. DOOR FRAMES) OF WALL SCHEDULED TO BE REMOVED OR SAWCUT AND
REMOVED SHALL BE DONE SO TO PREVENT DAMAGE TO ADJACENT CONSTRUCTION TO REMAIN.
M. LIMITS INDICATED FOR DEMOLITION OF EXISTING BRICK AND CMU MASONRY ARE APPROXIMATE. REMOVE BRICK AND MASONRY UNITS TO NEAREST MORTAR JOINTS TO PERMIT "TOOTHING IN" OF INFILL MASONRY
TO EXISTING COURSING, UNLESS NOTED OTHERWISE.
N. ITEMS IDENTIFIED TO BE SALVAGED ("REMOVE AND DELIVER TO OWNER") SHALL BE CAREFULLY REMOVED AND DELIVERED TO A STORAGE AREA DESIGNATED BY THE OWNER FOR THIS PURPOSE. ITEMS THE OWNER CHOOSES TO RETAIN SHALL BE RELOCATED FROM THE STORAGE AREA BY OWNER (NIC). ALL OTHER ITEMS SHALL BE SUBSEQUENTLY REMOVED AND LEGALLY DISPOSED OF BY CONTRACTOR WHEN AUTHORIZED BY
OWNER.
O. EXISTING LOOSE FURNITURE, EQUIPMENT, SUPPLIES, AND PERSONAL BELONGINGS LOCATED IN SPACES TO
BE RENOVATED, SHALL BE REMOVED AND RELOCATED BY OWNER (NIC).
P. COORDINATE DEMOLITION WORK WITH NEW WORK NOTES TO ENSURE PROPER REMOVAL OF ITEMS.
Q. PREPARE FLOOR FOR NEW FINISHES SCHEDULED IN ACCORDANCE WITH NEW FLOORING MANUFACTURER RECOMMENDATIONS FOR FINISHED SUBSTRATE. FILL VOIDS AND CRACKS IN CONCRETE TO PROVIDE
SMOOTH AND TAPERED FINISH FEATHERED TO EXISTING ADJACENT SURFACES.
R. PREPARE WALLS FOR NEW FINISHES SCHEDULED IN ACCORDANCE WITH MANUFACTURER
RECOMMENDATIONS FOR FINISHED SUBSTRATE. FILL VOIDS AND CRACKS AS REQUIRED. WHERE WALL MOUNTED ITEMS ARE REMOVED, TAKE SPECIAL CARE TO REMOVE PAINT BUILD-UP IN ORDER TO PROVIDE A
SMOOTH SURFACE.
S. REFERENCE SPECIFICATION SECTION 024119 SELECTIVE DEMOLITION FOR FURTHER INFORMATION ON
REMOVAL AND DISPOSAL.
GENERAL DEMOLITION NOTES (APPLIES THIS SHEET ONLY)
EXISTING CMU WALL
REPAIR ANY DAMAGE
TO CMU TO REMAIN,
TYP
HATCH INDICATEDS
"TOOTHED-IN" CMU -
LENGTH OF
"TOOTHED-IN" CMU
MAY VARY
VERIFY EXISTING
ADJACENT BASE
REF PLANS
DOOR ROUGH OPENING
R
EF
S C
H
ED
SE
C
TI
O N
R O
U G
H O
PE
N
IN
G
MASONRY BOND BEAM -
REF WALL SECTION
AND LINTEL SCHEDULE
ON SHEET A-002
Lic. No. 15121
DANIEL J. WEIGAND
T
T E C
IH
C
R
A
C
T
O M M O
N W
EA
L FO
H
A N I
G I
R
I V
RRMM
ARCHITECTS, PC
D A
T E
D R
A W
N
P R
O J E
C T
D E
S
IG
N E
D
C H
E C
K E
D
(804)277-8987
115 South 15th Street, Suite 502 Richmond, Virginia 23219
M A
R K
R E
V
IS
IO
N
S
D A
T E
B Y
D E
S C
R
IP
T
IO
N
0' 16' 32' 48'
1/32" = 1'-0"
0' 8' 16' 24'
1/16" = 1'-0"
4' 0' 4' 8' 16'
3/32 = 1'-0"
0' 4' 8' 12'
1/8" = 1'-0"
0' 2' 4' 6'
1/4" = 1'-0"
0' 1' 2' 4'
3/8" = 1'-0"
3' 0' 1' 2' 3'
1/2" = 1'-0"
6" 0' 1' 2'
3/4" = 1'-0"
6" 0' 6" 1' 1.5'
1" = 1'-0"
3" 9" 0' 3" 6" 1'
1 1/2" = 1'-0"
9" 0' 2" 4" 6"
3" = 1'-0"
5"3"1" 0' 1" 2" 3"
6" = 1'-0"
0' 1" 1.5"
12" = 1'-0"
D
C
B
A
E
D
C
B
A
E
SHEET
P R
O J E
C T
D R
A W
IN
G
1 2 3 4 5 6
1 2 3 4 5 6
/1
/2
:2
:1
A u to d e s k D o c s
/1
-1
H
C P
S H a n o v e r
H S
V e te ri n a ry
/1
-1 v
H
C P
S H a n o v e r H
S V e te ri n a ry
A
R C
H .r v t
AD-001
/2
/2
-1
J S
C
J A
S
M R
D J W
D E
M O
P L
A N
S
E L
E V
A T
IO
N
S
V E
T S
C
IE
N C
E
E N
G
IN
E E
R
IN
G L
A B
R E
N O
V A
T
IO
N S
H A
N O
V E
R C
O U
N T
Y P
U B
L
IC
S C
H O
O L
S
C
H A
M B
E R
L A
Y N
E R
O A
D
M E
C H
A N
IC
S
V
IL
L E
V
A
12/20/2024
SCALE: 1/8" = 1'-0"
DEMO PLAN - FIRST FLOOR
SCALE:AD-001 1/8" = 1'-0"
C1 CLASSROOM F05 - NORTH
SCALE: 1/8" = 1'-0"
DEMO RCP - FIRST FLOOR
SCALE: 1/4" = 1'-0"
DEMO/NEW LEGEND
SCALE:AD-001 3/4" = 1'-0"
D1 TYPICAL CMU DOOR DEMO
CONTINUOUS WOOD BLOCKING
CONCRETE MASONRY UNIT
CAST-IN-PLACE CONCRETE
STEEL
EARTH / COMPACT FILL
BATT INSULATION
POROUS FILL / GRAVEL
RIGID INSULATION
GYPSUM BOARD
RESILIENT FLOORING / PLASTIC LAMINATE
ALUMINUM
FINISHED WOOD
WOOD BLOCKING
BRICK
GLASS
ACOUSTICAL TILE
PLYWOOD
CERAMIC TILE - LARGE SCALE
SAND / MORTAR / PLASTER
GRAVEL
ARCHITECTURAL MATERIAL LEGEND
TOILET ACCESSORIES
DOOR TAG -
BUILDING DIV/DOOR NUMBER
LOCATION SUFFIX (IF REQ'D)
XX WINDOW TYPE
EXTERIOR / INTERIOR / INTERIOR CASEWORK
ELEVATION IDENTIFICATION NUMBER
SF
XX
WINDOW FRAME TYPES
(REF A600 SERIES DRAWINGS)
STOREFRONT
XX
XX
SIGNAGE TYPE
SIGNAGE NO. ARCH NO.
ROOM NAME
BLDG DIV / CONST NO.
SECTION NUMBER
BUILDING SECTION REFERENCE
DRAWING NUMBER WHERE SECTION IS DRAWN
SECTION NUMBER
SECTION REFERENCE
DRAWING NUMBER WHERE SECTION IS DRAWN
PLAN OR DETAIL NUMBER
ENLARGED PLAN OR DETAIL REFERENCE
DRAWING NUMBER WHERE ENLARGED PLAN OR
DETAIL IS DRAWN
MSR8 PARTITION TYPE (SEE PARTITION
LEGEND)
LOUVER TYPELX
AXXX
X
SHEET NUMBER WHERE ELEVATION
IS LOCATED
CW
XX
HM
XX
HOLLOW METAL FRAME TYPES
(REF A600 SERIES DRAWINGS)
HOLLOW METAL FRAME
CURTAIN WALL TYPES
(REF A600 SERIES DRAWINGS)
CURTAIN WALL
SCALE:
A1 TITLE
A-101 R1011/8" = 1'-0"
DRAWING TITLE
MAIN DRAWING TITLE
DRAWING SCALE
DRAWING TITLE
DRAWING TITLE WITH REFERENCE SYMBOL
DRAWING REFERENCE NUMBER
A-101 A1
CONTROL JOINT
DRAWING SHEET NUMBER
DRAWING NUMBER DESIGNATION
ELEVATION REFERENCE
ARCHITECTURAL GRAPHIC SYMBOLS
DRAWING SCALE
SCALE:
TITLE
1/8" = 1'-0"
X
ROOM
A101
A-101 A1
X
A
1A
MATCH LINE
SEE 1 A101
C1 A-101
C1 A-101
C1 A-101
X NEW WORK KEY NOTE
DEMOLITION KEY NOTE
3D VIEW REFERENCE
1/ A101
DRAWING SHEET
NUMBER
DRAWING NUMBER
DESIGNATION
Lic. No. 15121
DANIEL J. WEIGAND
T
T E C
IH
C
R
A
C
T
O M M O
N W
EA
L FO
H
A N I
G I
R
I V
RRMM
ARCHITECTS, PC
D A
T E
D R
A W
N
P R
O J E
C T
D E
S
IG
N E
D
C H
E C
K E
D
(804)277-8987
115 South 15th Street, Suite 502 Richmond, Virginia 23219
M A
R K
R E
V
IS
IO
N
S
D A
T E
B Y
D E
S C
R
IP
T
IO
N
0' 16' 32' 48'
1/32" = 1'-0"
0' 8' 16' 24'
1/16" = 1'-0"
4' 0' 4' 8' 16'
3/32 = 1'-0"
0' 4' 8' 12'
1/8" = 1'-0"
0' 2' 4' 6'
1/4" = 1'-0"
0' 1' 2' 4'
3/8" = 1'-0"
3' 0' 1' 2' 3'
1/2" = 1'-0"
6" 0' 1' 2'
3/4" = 1'-0"
6" 0' 6" 1' 1.5'
1" = 1'-0"
3" 9" 0' 3" 6" 1'
1 1/2" = 1'-0"
9" 0' 2" 4" 6"
3" = 1'-0"
5"3"1" 0' 1" 2" 3"
6" = 1'-0"
0' 1" 1.5"
12" = 1'-0"
D
C
B
A
E
D
C
B
A
E
SHEET
P R
O J E
C T
D R
A W
IN
G
1 2 3 4 5 6
1 2 3 4 5 6
/1
/2
:2
:1
A u to d e s k D o c s
/1
-1
H
C P
S H a n o v e r
H S
V e te ri n a ry
/1
-1 v
H
C P
S H a n o v e r H
S V e te ri n a ry
A
R C
H .r v t
A-001
/2
/2
-1
J S
C
J A
S
M R
D J W
A R
C H
IT
E
C T
U R
A L
G E
N E
R A
L I
N F
O R
M A
T
IO
N
V E
T S
C
IE
N C
E
E N
G
IN
E E
R
IN
G L
A B
R E
N O
V A
T
IO
N S
H A
N O
V E
R C
O U
N T
Y P
U B
L
IC
S C
H O
O L
S
C
H A
M B
E R
L A
Y N
E R
O A
D
M E
C H
A N
IC
S
V
IL
L E
V
A
12/20/2024
# NUMBER
&, + AND
+/- PLUS OR MINUS
@ AT
° DEGREES
Ø DIAMETER
B ARC LENGTH
A/C AIR CONDITIONING
AB ANCHOR BOLT
ABV ABOVE
ACM ASBESTOS CONTAINING MATERIAL
ACP ACOUSTIC CEILING PANEL
ACT ACOUSTIC CEILING TILE
ADDN ADDITION
ADH ADHESIVE
ADJ ADJUSTABLE
AFF ABOVE FINISH FLOOR
AGG AGGREGATE
AHU AIR HANDLING UNIT
AL ALUMINUM
ALT ALTERNATE
AMP, A AMPERE
ANCH ANCHOR, ANCHORAGE
ANOD ANODIZED
AP ACCESS POINT
APC ARCHITECTURAL PRECAST CONCRETE
APPROX APPROXIMATE
AR ABUSE RESISTANT
ARCH ARCHITECT, ARCHITECTURAL
ASB ASBESTOS
ASPH ASPHALT
ATTEN ATTENUATION
AUTO AUTOMATIC
AVG AVERAGE
AWP ACOUSTIC WALL PANEL
BC BOTTOM OF CURB
BD BOARD
BEJ BUILDING EXPANSION JOINT
BETW BETWEEN
BIT BITUMINOUS
BL BLEACHER FINISH
BLDG BUILDING
BLK BLOCK
BLKG BLOCKING
BM BEAM
BO BOTTOM OF
BOT, B BOTTOM
BRG BEARING
BRK BRICK
BS BOTH SIDES
BSMT BASEMENT
BTWN, B/W BETWEEN
BUR BUILT-UP ROOFING
BVL BEVELED
C CARPET
CAB CABINET
CAP CAPACITY
CB CHALKBOARD
CC CUBICAL CURTAIN
ABBREVIATIONS
CCTV CLOSED CIRCUIT TELEVISION
CEM CEMENT
CEM TOP CEMENT TOPPING
CER CERAMIC
CF CUBIC FOOT
CFLSHG COUNTER FLASHING
CFM CUBIC FEET PER MINUTE
CG CORNER GUARD
CHAM CHAMFER
CI CAST IRON
CIP CAST IN PLACE
CIR CIRCLE
CJ CONTROL JOINT
CK CAULK, CAULKING
CLG CEILING
CLO CLOSET
CLR CLEAR
CM CENTIMETER, CENTIMETERS
CMP CORRUGATED METAL PIPE
CMU CONCRETE MASONRY UNIT
CNTR COUNTER
CO CLEAN OUT
COL COLUMN
COMM COMMUNICATION
COMP COMPOSITE
CONC CONCRETE
CONN CONNECTION
CONST CONSTRUCTION
CONT CONTINUOUS
CONTR CONTRACT, CONTRACTOR
CORR CORRUGATED
CPT CARPET
CRS COURSE. COURSES
CSMT CASEMENT
CSWK CASEWORK
CT CERAMIC TILE
CTB CERAMIC TILE BASE
CU FT CUBIC FEET
CU YD CUBIC YARD
CUH CABINET UNIT HEATER
CW COLD WATER
CWFP CEMENTITIOUS WOOD FIBER PANELS
D DEEP, DEPTH, DRAIN
DBL DOUBLE
DEMO DEMOLITION
DET / DTL DETAIL
DF DRINKING FOUNTAIN
DH DOUBLE HUNG
DIA DIAMETER
DIAG DIAGONAL
DIM DIMENSION
DISP DISPOSAL
DIV DIVISION
DL DEAD LOAD
DMT DEMOUNTABLE
DN DOWN
DPG DAMPPROOFING
DPR DISPENSER
DR DOOR, DISPLAY RAIL
DS DOWNSPOUT
DWG DRAWING
DWR DRAWER
E EAST
EA EACH
EF EXHAUST FAN
EFS EXTERIOR FINISH SYSTEM
EIFS EXTERIOR INSULATION FINISH SYSTEM
EJ EXPANSION JOINT
ELAS ELASTOMERIC
ELEC ELECTRICAL
ELEV ELEVATION, ELEVATOR
EM ENTRANCE MAT
EMER EMERGENCY
ENCL ENCLOSE, ENCLOSURE
EP ELECTRICAL PANELBOARD
EPDM ETHYLENE PROPYLENE DIENE
MONOMER
EPS EXPANDED POLYSTYRENE
EPX EPOXY
EQ EQUAL
EQUIP EQUIPMENT
EST ESTIMATE
EWC ELECTRIC WATER COOLER
EXCA EXCAVATE
EXH EXHAUST
EXIST EXISTING
EXP EXPOSED / EXPANSION
EXP C EXPANSION CONSTRUCTION
EXT EXTERIOR
FAB FABRICATE
FAS FASTEN, FASTENER
FB FACE BRICK
FCVD FLASH COVED
FD FLOOR DRAIN, FIRE DAMPER
FDN FOUNDATION
FE FIRE EXTINGUISHER
FEC FIRE EXTINGUISHER CABINET
FEJ FLOOR EXPANSION JOINT
FF FINISH FLOOR
FFE FINISH FLOOR ELEVATION
FG FIBER REINFORCED GYPSUM BOARD
FGL FIBERGLASS
FH FIRE HYDRANT
FHC FIRE HOSE CABINET
FIN FINISH, FINISHED
FIX FIXTURE
FLEX FLEXIBLE
FLR FLOOR
FLSHG FLASHING
FLUOR FLUORESCENT
FLUR FLUORESCENT
FND FEMININE NAPKIN DISPENSER
FOC FACE OF CONCRETE
FOM FACE OF MASONRY
FOS FACE OF STUDS
FP FIREPROOF
FPL FIREPLACE
FR FIRE RATED
FRG (GLASS) FIBER REINFORCED GYPSUM
FRM FRAME, FRAMED
FRMG FRAMING
FRP FIBERGLASS REINFORCED PLASTIC
FRT FIRE RETARDANT TREATED
FT FOOT, FEET
FTG FOOTING
FUM FUME HOOD
FUR FURRED, FURRING
FURN FURNITURE
FURR FURRING
G GAS
GA GAUGE
GAL GALLON
GALV GALVANIZED
GB GRAB BAR
GC GENERAL CONTRACT, CONTRACTOR
GCMU GLAZED FIBER REINFORCED CONCRETE
GEN GENERAL
GFRC GLASS FIBER REINFORCED CONCRETE
GL GLASS, GLAZING
GPM GALLONS PER MINUTE
GR GRADE / GROUT
GSU GLAZED STRUCTURAL UNIT
GWB GYPSUM WALLBOARD
GWT GLAZED WALL TILE
GYP GYPSUM
H HIGH
H/C HANDICAPPED
HB HOSE BIB
HC HOLLOW CORE
HD HAND
HDBD HARDBOARD
HDWD HARDWOOD
HDWR HARDWARE
HGT HEIGHT
HM HOLLOW METAL
HORIZ HORIZONTAL
HP HIGH POINT
HR HOUR
HTG HEATING
HVAC HEATING, VENTILATION AND AIR
CONDITIONING
HW HOT WATER
HWH HOT WATER HEATER
ID INSIDE DIAMETER
IN INCH
INCL INCLUDE, INCLUDED, INCLUDING
INFO INFORMATION
INST INSTALLATION
INSUL INSULATE, INSULATED, INSULATION
INT INTERIOR
INTRLK INTERLOCK
INV INVERT
JAN JANITOR
JB JUNCTION BOX
JC JANITOR CLOSET
JCT JUNCTION
JST JOIST
JT JOINT
KIT KITCHEN
KO KNOCKOUT
KV KILOVOLT
KVA KILOVOLT AMPERE
KW KILOWATT
L LENGTH, LONG, LOW
LAB LABORATORY
LAM LAMINATE
LAV LAVATORY
LB POUND
LF LINEAR FEET
LG LAMINATED GLASS
LH LEFT HAND
LIN LINEAR
LK LOCKER
LLH LONG LEG HORIZONTAL
LLV LONG LEG VERTICAL
LP LOW POINT
LTG LIGHTING
LTL LINTEL
LVR LOUVER
LW LIGHTWEIGHT
M METER
M/S MOP SINK
MACH MACHINE
MAINT MAINTENANCE
MANUF MANUFACTURE, MANUFACTURER
MAR MARBLE
MAS MASONRY
MATL MATERIAL
MAX MAXIMUM
MB MARKERBOARD
MBR MODIFIED BITUMEN ROOF
MECH MECHANIC, MECHANICAL
MED MEDIUM
MEMB MEMBRANE
MH MANHOLE
MIN MINIMUM
MIR MIRROR
MISC MISCELLANEOUS
MLD MOLDING
MM MILLIMETER
MO MASONRY OPENING
MOD MODIFIED
MOV MOVABLE
MR MAP RAIL
MT MOUNT
MTD MOUNTED, MOUNTING
MTL METAL
MULL MULLION
MWP MEMBRANE WATERPROOFING
N NORTH
N/C NO CHARGE
NAT NATURAL
NIC NOT IN CONTRACT
NO NUMBER
NOM NOMINAL
NRC NOISE REDUCTION COEFFICIENT
NTS NOT TO SCALE
OA OVERALL
OBS OBSCURE
OC ON CENTER
OD OUTSIDE DIAMETER
OF/CI OWNER FURNISHED / CONTRACTOR
INSTALLED
OH OVERHEAD
OPNG OPENING
OPP OPPOSITE
P PLATE
PAR PARALLEL
PART PARTIAL
PC PRE-CAST, PIECE
PED PEDESTAL
PERF PERFORATE (D)
PERM PERIMETER
PIP POURED IN PLACE
PL PROPERTY LINE / PLASTIC LAMINATE
PLAM PLASTIC LAMINATE
PLAS PLASTER
PLUMB PLUMBING
PLYWD PLYWOOD
PNL PANEL
POLY POLYURETHANE
PORT PORCELAIN TILE
PORTB PORCELAIN TILE BASE
PPT PRESERVATIVE PRESSURE TREATED
PR PAIR
PREFAB PREFABRICATE, PREFABRICATED
PREFIN PRE-FINISHED
PRJ SC PROJECTION SCREEN
PRT PORCELAIN TILE
PS PENCIL SHARPENER
PSF POUNDS PER SQUARE FOOT
PSI POUNDS PER SQUARE INCH
PT PAINT
PTD PAINTED
PTN PARTITION
PVC POLYVINYL CHLORIDE / PVC EDGE BAND
PVMT PAVEMENT
QT QUARRY TILE
QTY QUANTITY
R RISER, RIDGE
R/W RIGHT OF WAY
RA RETURN AIR
RAD RADIUS
RAS RESILIENT ATHLETIC SURFACING
RB RESILIENT BASE
RCP REFLECTED CEILING PLAN
RD ROOF DRAIN
RECP RECEPTACLE
REF REFERENCE
REFRIG REFRIGERATOR
REINF REINFORCE, REINFORCED,
REINFORCING
REM REMOVE
REQD REQUIRED
REQMT REQUIREMENT
RESIL RESILIENT
RET RETURN
REV REVISION, REVISIONS, REVISED
RFG ROOFING
RFL REFLECT, REFLECTED, REFLECTIVE
RH RIGHT HAND
RL RAIN LEADER
RM ROOM
RO ROUGH OPENING
RSHT RESILIENT SHEET
RT RUBBER TILE / RUBBER TREAD
RTU ROOF TOP UNIT
S SOUTH
S/S STAINLESS STEEL, SERVICE SINK
SAB SOUND ATTENUATION BLANKET
SAN SANITARY SEWER
SAPC SUSPENDED ACOUSTIC PANEL CEILING
SC SOLID CORE, SEALED CONCRETE
SCHED SCHEDULE
SCW SOLID CORE WOOD
SD SOAP DISPENSER, STORM DRAIN
SEC SECTION
SF SQUARE FEET
SFGL SAFETY GLASS
SHLVG SHELVING
SHM SECURITY HOLLOW METAL
SHT SHEET
SHTH SHEATHING
SIM SIMILAR
SLR SEALER
SN STAGE NOSE
SND SANITARY NAPKIN DISPOSER
SOF SPRAY-ON FIREPROOFING
SPEC SPECIFICATION, SPECIFICATIONS
SPK SPEAKER
SQ SQUARE
SS SOLID SURFACE
ST STAIN, STONE
STC SOUND TRANSMISSION CLASS
STD STANDARD
STFT STOREFRONT
STL STEEL
STOR STORAGE
STRUC STRUCTURAL
SUB SUBSTITUTE
SUSP SUSPENDED
SYM SYMMETRICAL, SYMMETRY
SYN SYNTHETIC
SYS SYSTEM
T TREAD
T&B TOP & BOTTOM
TB TACK BOARD
TEL TELEPHONE
TEMP TEMPORARY, TEMPERED
TERR TERRAZZO
TG TONGUE & GROVE
THK THICK, THICKNESS
THRES THRESHOLD
THRU THROUGH
TO TOP OF
TOC TOP OF CURB
TOM TOP OF MASONRY
TOS TOP OF STEEL
TOW TOP OF WALL
TP TOILET PARTITION
TPT TEXTURED PAINT
TRTD TREATED
TSC TEACHERS STORAGE CABINET
TTD TOILET TISSUE DISPENSER
TV TELEVISION
TW TEACHERS WARDROBE
TYP TYPICAL
UC UNDERCUT
UG UNDER GROUND
UH UNIT HEATER
UNF UNFINISHED
UON UNLESS OTHERWISE NOTED
V VOLT, VALLEY
VAC VACUUM
VAR VARNISH
VB VENTED BASE
VCT VINYL COMPOSITION TILE
VEN VENEER
VERT VERTICAL
VEST VESTIBULE
VIF VERIFY IN FIELD
VR VAPOR RETARDER
VT VINYL TILE
VTR VENT THRU ROOF
VWC VINYL WALL COVERING
W WEST, WIDE, WIDTH
W/ WITH
W/O WITHOUT
WAIN WAINSCOT
WB WOOD BASE
WC WATER CLOSET
WD WOOD / WOOD FLOORING
WDB WOOD BASE
WDW WINDOW
WGL WIRE GLASS
WH WATER HEATER
WI WROUGHT IRON
WMS WIRE MANAGEMENT SLOT
WP WATERPROOFING
WPT WORKING POINT
WR WASTE RECEPTACLE
WT WEIGHT
WWF WELDED WIRE FABRIC
WWM WELDED WIRE MESH
CMU SIZE
STUD SIZE
ACTUAL DIMENSION 'X'
FLOOR LINE
CEILING LINE
PARTITION TERMINATION
3 5/8"
3 5/8"
M1
PARTITION
TYPE NOTE 1
CMU
X
CMU SIZE
STUD SIZE
ACTUAL DIMENSION 'X'
FLOOR LINE
CEILING LINE
PARTITION TERMINATION
7 5/8"
7 5/8"
M3
PARTITION
TYPE NOTE 1
CMU WITH #4
VERTICAL
REINFORCING @
48" O/C MAX
X
PARTITION TYPE NOTES
1. PARTITION TERMINATION LOCATION & CONDITIONS MAY VARY. REFER TO
REFLECTED CEILING PLANS FOR PARTITION TERMINATION LEGEND AND THIS
SHEET FOR TYPICAL TERMINATION DETAILS.
2. PARTITION TYPES DO NOT INCLUDE ALL APPLIED FINISHES. REFER TO FINISH
SCHEDULE.
3. USE FIRE RATED GYPSUM BOARD AT FIRE RATED GYPSUM BOARD
PARTITIONS.
MINERAL WOOL BATT INSULATION IN
DECK FLUTES
CMU WALL REFERENCE
PLANS FOR SIZE
FINISH AS SCHEDULED
CONTINUOUS SEALANT BOTH SIDES OF WALL.
WHERE SEALANT IS EXPOSED TO VIEW PAINT
TO MATCH ADJACENT CMU FINISH
CEILING AS SCHEDULED
WHERE OCCURRING
EXISTING METAL DECK
CUT CMU COURSE
AS REQUIRED
SHOWN ON REFLECTED CEILING PLANS
SHADED SOLID
TYPICAL TERMINATION OF CMU PARTITION
REQUIRED TO EXTEND TO DECK ABOVE
TYPICAL PARTITION TERMINATION
CMU WALL REFERENCE PLANS / WALL
SECTIONS FOR PARTITION TYPE
TYPICAL TERMINATION OF CMU PARTITION
THAT IS NOT REQUIRED TO EXTEND TO
DECK ABOVE IS SHOWN THUS
ON REFLECTED CEILING PLANS
FINISHED CEILING
REFERENCE CEILING
PLAN AND FINISH
SCHEDULE
TYPICAL PARTITION TERMINATION
LINTEL SCHEDULE
MARK DESCRIPTION CONFIGURATION LOCATION
8" WIDE X 16" DEEP
CMU BOND BEAM
WITH (2) #5 BOTTOM
10" WIDE X 8" DEEP
CMU BOND BEAM
WITH (2) #4 BOTTOM
L1
L2
TYPICAL CLEAR OPENING IN
INTERIOR PARTITION WALLS
5'-5" TO 6'-8" WIDE (UNO)
TYPICAL CLEAR OPENING IN
EXTERIOR WALLS 1'-0" TO
4'-0" WIDE (UNO)
L1 -
L2 -
LINTEL SCHEDULE NOTES
1. REINFORCING BARS IN CMU BOND BEAMS SHALL BE
ASTM 615 GRADE 60.
2. FILL ALL BOND BEAMS WITH f'c AT 28 DAY, 2000 PSI
MINIMUM PORTLAND CEMENT GROUT. SHORE BOND
BEAMS UNTIL GROUT HAS CURED.
3. BEAR ALL CMU BOND BEAMS 8" ON REINFORCED
MASONRY JAMBS EACH END UNLESS NOTED
OTHERWISE.
4. SHORE EXISTING WALLS AS REQUIRED WHERE NEW
LINTELS ARE TO BE INSTALLED WITHIN EXISTING
WALLS.
5. ALL TRADES CUTTING HOLES IN NEW OR EXISTING
CMU WALLS SHALL COORDINATE THEIR WORK WITH
THE MASON SO THAT AN APPROPRIATE LINTEL MAY
BE PROVIDED AT THE OPENING. AT LOCATIONS
ABOVE CEILINGS, PRECAST CMU OR PRECAST
CONCRETE LINTELS MAY BE SUBSTITUTED FOR
BOND BEAM LINTELS INDICATED SO LONG AS THE
SAME UNIT SIZE AND REINFORCING STEEL IS
PROVIDED.
8" CMU
8" CMU
CONTROL JOINT NOTES
1. REF PLANS FOR CJ LOCATIONS. CJ'S ARE INDICATED ON PLANS THUS: (# ) THE NUMBER BESIDE
THE CONTROL SYMBOL IDENTIFIES THE DETAIL NUMBER INDICATED ON THE PLAN.
2. WHERE CJ'S OCCUR IN FIRE WALLS, PROVIDE FIRE RATED SEALANT SYSTEMS TO PROVIDE RATING
EQUAL TO THE WALL RATING.
3. DETAILS INDICATE GENERALCONDITIONS. SPECIFIC CONDITIONS MAY VARY SLIGHTLY. VERIFY ACTUAL FIELD CONDITIONS. FIELD ADJUSTED DETAILS MAY BE REQUIRED. NOTIFY ARCHITECT IF
THERE ARE CONFLICTS PRIOR TO INSTALLATION.
4. TERMINATE HORIZONTAL MASONRY REINFORCING AT CJ'S.
5. SEALANT COLORS SHALL BE SELECTED BY ARCHITECT WHERE EXPOSED TO VIEW.
6. CONTROL JOINT WIDTHS ARE 3/8" UON.
7. PLANS AND ELEVATIONS MAY NOT SHOW ALL REQ'D CONTROL JOINTS. FOLLOW MASONRY SPEC'S
AND "TYPICAL " NOTATIONS FOR REQ'D CJ'S NOT SPECIFICALLY INDICATED ON PLANS.
PROVIDE (2) HECKMAN
CORRUGATED BRICK
ANCHORS AT 16" VERTICAL
SPACING WITHIN MORTAR
JOINTS
RAKE JOINTS 1" PROVIDE
SEALANT & BACKER ROD EA
SIDE OF WALL
EXISTING MASONRY WALL
1 CONTROL JOINT
SCALE: 1 1/2" = 1'-0" TYPICAL INTERSECTION OF NON-
LOADBEARING CMU WALLS
3/ 8"
VA
R
IE
S
NON-LOADBEARING CMU
PARTITION
DISCONTINUE HORIZ
JOINT REINF @ CJ
1/4" DIA x 1 1/4"
TAPCON SCREW,
TYP
Lic. No. 15121
DANIEL J. WEIGAND
T
T E C
IH
C
R
A
C
T
O M M O
N W
EA
L FO
H
A N I
G I
R
I V
RRMM
ARCHITECTS, PC
D A
T E
D R
A W
N
P R
O J E
C T
D E
S
IG
N E
D
C H
E C
K E
D
(804)277-8987
115 South 15th Street, Suite 502 Richmond, Virginia 23219
M A
R K
R E
V
IS
IO
N
S
D A
T E
B Y
D E
S C
R
IP
T
IO
N
0' 16' 32' 48'
1/32" = 1'-0"
0' 8' 16' 24'
1/16" = 1'-0"
4' 0' 4' 8' 16'
3/32 = 1'-0"
0' 4' 8' 12'
1/8" = 1'-0"
0' 2' 4' 6'
1/4" = 1'-0"
0' 1' 2' 4'
3/8" = 1'-0"
3' 0' 1' 2' 3'
1/2" = 1'-0"
6" 0' 1' 2'
3/4" = 1'-0"
6" 0' 6" 1' 1.5'
1" = 1'-0"
3" 9" 0' 3" 6" 1'
1 1/2" = 1'-0"
9" 0' 2" 4" 6"
3" = 1'-0"
5"3"1" 0' 1" 2" 3"
6" = 1'-0"
0' 1" 1.5"
12" = 1'-0"
D
C
B
A
E
D
C
B
A
E
SHEET
P R
O J E
C T
D R
A W
IN
G
1 2 3 4 5 6
1 2 3 4 5 6
/1
/2
:2
:2
A u to d e s k D o c s
/1
-1
H
C P
S H a n o v e r
H S
V e te ri n a ry
/1
-1 v
H
C P
S H a n o v e r H
S V e te ri n a ry
A
R C
H .r v t
A-002
/2
/2
-1
J S
C
J A
S
M R
D J W
P A
R T
IT
IO
N D
E T
A
IL
S
V E
T S
C
IE
N C
E
E N
G
IN
E E
R
IN
G L
A B
R E
N O
V A
T
IO
N S
H A
N O
V E
R C
O U
N T
Y P
U B
L
IC
S C
H O
O L
S
C
H A
M B
E R
L A
Y N
E R
O A
D
M E
C H
A N
IC
S
V
IL
L E
V
A
12/20/2024
SCALE: 3/4" = 1'-0"
PARTITION TYPES
SCALE: 3/4" = 1'-0"
TYPICAL PARTITION TERMINATION DETAILS
D W
A1 A-301
A2 A-301
A4 A-301
VETERINARY
ADMIN
F06
VETERINARY
CENTER
F05
COMPUTER
ELECTRONICS
F08
STORAGE
F07
STORAGE
F09
STORAGE
F10
AUTOMATED
MFR'G
LAB
F11
8' - 9 3/8" ±
H M
H M
H M
HM
F06B
A-801 D1
A-801
D3
3'
4"
4'
8"
A-801 B1 A-801B2
A-801
C1
A-801 C2
5'
4"
1' - 0" M1
A5 A-301
1'
7" 6'
0"
1'
4" 6'
0"
1'
4" 6'
0"
2'
0" 6'
4"
8"
8"
/8
M1
PLANER
(4X4)
TABLE SAW
(10X5)
WELDING
(6X3)
LATHE SANDERS JOINTER
(4) WORK TABLES
M
IT
E R
S
A W
B A
N
W
S H
O P
W
D R
IL
L
P
E S
S E
S
ROUTER
TABLE
MILLING
MACHINE
S T
O R
A G
E
D U
T
C
O L L E
C T
IO
N
5'
5/
8"
F06A
M B
F08A
1 1
CORD REEL CORD REEL CORD REEL
PROJECTOR
STORAGE
TYP
TYP
TYP
TYP
6'
9"
2' - 7 1/2"
M3
P-2
P-1
REFER TO PLUMBING
DRAWINGS FOR DETAILS
EXISTING SINK TO REMAIN. REFER
TO PLUMBING DRAWINGS FOR NEW
WORK CONNECTION DETAILS
A. UON, ALL FLOOR PLAN DIMENSIONS ARE TO FACE OF MASONRY, OR FACE OF
STUD PARTITION. REFER TO PARTITION TYPES SHEET (SHEET A-002 ) FOR
PARTITION DIMENSIONS, TYPICAL DETAILS AND ADDITIONAL PARTITION NOTES.
B. WHERE A PARTICULAR DETAIL OR CONDITION OCCURS IN SEVERAL LOCATIONS,
SPECIFIC DETAIL REFERENCE BUTTONS MAY NOT APPEAR ON THE DRAWINGS IN
EACH AND EVERY CASE. THE DRAWINGS INFER THAT THE DETAIL REFERENCE
WILL APPLY WITHOUT HAVING A SPECIFIC REFERENCE BUTTON AT EACH
OCCURRENCE. IF A CONDITION IS IN DOUBT, REFER QUESTIONS TO THE
ARCHITECT FOR CLARIFICATION.
C. PENETRATIONS THROUGH FIRE RATED ASSEMBLIES AS INDICATED OR NOTED IN
THE DRAWINGS (FLOOR/CEILING, ROOF/CEILING, PARTITION, WALL, OR THE LIKE)
BY PIPES,CONDUITS, DUCTS, STRUCTURAL MEMBERS, EXPANSION JOINTS OR
OTHER CONSTRUCTION SHALL BE FIRESTOPPED. FIRESTOPPING SHALL BE
PERFORMED USING MATERIALS COMPLYING WITH THE BUILDING CODES AND
STANDARDS APPLICABLE TO THIS PROJECT AS INTERPRETED BY THE BUILDING
OFFICIAL(S) HAVING JURISDICTION.
D. VERIFY DIMENSIONS REQUIRED FOR ALL SLOTS, CHASES, OPENINGS, AND
RECESSES THROUGH FLOORS, WALLS, CEILINGS, AND ROOFS REQUIRED FOR
PROPER INSTALLATION OF THE WORK PRIOR TO CONSTRUCTION. PROVIDE
MISCELLANEOUS STEEL LINTELS, BOND BEAMS, OR CMU LINTELS AND/OR STEEL
FRAMING AS SHOWN OR REASONABLY IMPLIED TO FRAME OPENINGS IN WALLS,
FLOORS, CEILINGS, ROOFS, AND SIMILAR ASSEMBLIES FOR MECHANICAL,
ELECTRICAL, OR OTHER EQUIPMENT AND ANY OTHER WORK WHICH PASSES
THROUGH THE VARIOUS WALL, FLOOR, CEILING, ROOF, OR SIMILAR ASSEMBLIES.
E. PARTITION TERMINATION INFORMATION IS INDICATED ON THE REFLECTED
CEILING PLANS, PARTITION TYPES, AND WALL SECTIONS.
F. PROVIDE SOLID, FIRE RETARDANT TREATED WOOD BLOCKING WITHIN STUD AND
FURRING SPACES, BEHIND WALL MOUNTED ACCESSORIES, EQUIPMENT, ETC. AS
REQUIRED FOR SECURE ANCHORAGE. ALL BLOCKING IN CONTACT WITH MASONRY
SHALL BE PRESERVATIVE PRESSURE TREATED UON.
G. PENETRATIONS THROUGH SOUND RATED CONSTRUCTION SHALL BE SEALED WITH
ACOUSTICAL SEALANT.
H. DOOR AND WINDOW OPENING DIMENSIONS ARE NOMINAL IN ALL MASONRY WALL
LOCATIONS. FOR EXAMPLE, A 4'-0" WIDE MASONRY OPENING MAY ACTUALLY BE
4'-0 3/8" WIDE. EXCESSIVE JOINTS (OVER 1/2") AT WINDOW JAMBS AND HEADS WILL
NOT BE ACCEPTABLE. ALL OPENINGS MUST BE FIELD VERIFIED TO COORDINATE
FRAME DIMENSIONS WITH ACTUAL OPENING.
I. THE CONTRACTOR SHALL MAINTAIN AND KEEP ALL MASONRY WALL CAVITIES,
MASONRY EXPANSION AND CONTROL JOINTS FREE OF MORTAR AND MORTAR
DROPPINGS AT ALL TIMES. REFER TO CONTROL JOINT DETAILS SHEET A-002 FOR
ADDITIONAL INFORMATION. REFER TO WALL SECTIONS AND DETAILS FOR
ADDITIONAL EXPANSION JOINT REQUIREMENTS.
J. THE GENERAL CONTRACTOR SHALL COORDINATE THE WORK OF ALL TRADES.
EXAMINE ALL PLUMBING, MECHANICAL, AND ELECTRICAL DOCUMENTS. MUCH OF
THE INFORMATION NOT REPEATED OR SHOWN IN THE ARCHITECTURAL
DOCUMENTS.
GENERAL NOTES (APPLIES TO ALL SHEETS)
FLOOR PLAN LEGEND (APPLIES TO ALL SHEETS)
X' MB MARKER BOARD X'W x 4'H. REFER TO FINISH SCHEDULE FOR MOUNTING HEIGHTS
(APPLIES TO THIS SHEET ONLY)KEY NOTES
CENTER SWING GATE ON MULLION
EYEWASH / DRENCH HOSE, WALL MOUNTED - REFER TO PLUMBING
DRAWINGS FOR ADDITIONAL INFO
INSTALL MINIMUM 2'-0" WIDE VCT BAND ON BOTH SIDES OF PARTITION
WALL AS INDICATED BY HATCH, OR TO NEAREST EXISTING TILE JOINT.
PROVIDE RB1 FOR FULL LENGTH OF WALL BOTH SIDES, TO EXTEND
ACROSS EXISTING MASONRY WALL. REFER TO FINISH PLANS FOR VCT
TYPE, CLOSE MATCH EXISTING VCT FLOORING TO REMAIN.
EXISTING WORK TABLES TO BE RELOCATED FROM EXISTING ROOM F05.
COORDINATE WITH OWNER FOR SELECTED TABLES TO BE MOVED.
WASHER & DRYER - REFER TO SPECIFICATION 113100. REFER TO
ELECTRICAL, PLUMBING, AND MECHANICAL DRAWINGS FOR ADDITIONAL
INFORMATION.
SHOP EQUIPMENT AND STORAGE CABINETS TO BE RELOCATED FROM
EXISTING ROOM F05. REFER TO QUANTITIES / INFORMATION NOTED ON
SCHEDULE THIS PAGE. COORDINATE WITH OWNER FOR SPECIFIC ITEMS
TO BE MOVED.
POWER POLE - REFER TO ELECTRICAL DRAWINGS FOR ADDITIONAL
INFORMATION
TRUE
NORTH
F05
F11
F06
RENOVATED SPACES
EXISTING BUILDING
PROVIDE 6'-0" WIDE, 4" THICK
CONCRETE SIDEWALK ON 4" TYPE 21B
STONE FROM EXTERIOR DOOR TO
EXISTING SIDEWALK. VERIFY ROUTING
IN FIELD. SLOPE TO DRAIN. EXISTING
TREES TO REMAIN (APPROX. 60SY OF
SIDEWALK)
PROVIDE STRIPING FOR
(4) 9'x18' PARKING SPACES
Lic. No. 15121
DANIEL J. WEIGAND
T
T E C
IH
C
R
A
C
T
O M M O
N W
EA
L FO
H
A N I
G I
R
I V
RRMM
ARCHITECTS, PC
D A
T E
D R
A W
N
P R
O J E
C T
D E
S
IG
N E
D
C H
E C
K E
D
(804)277-8987
115 South 15th Street, Suite 502 Richmond, Virginia 23219
M A
R K
R E
V
IS
IO
N
S
D A
T E
B Y
D E
S C
R
IP
T
IO
N
0' 16' 32' 48'
1/32" = 1'-0"
0' 8' 16' 24'
1/16" = 1'-0"
4' 0' 4' 8' 16'
3/32 = 1'-0"
0' 4' 8' 12'
1/8" = 1'-0"
0' 2' 4' 6'
1/4" = 1'-0"
0' 1' 2' 4'
3/8" = 1'-0"
3' 0' 1' 2' 3'
1/2" = 1'-0"
6" 0' 1' 2'
3/4" = 1'-0"
6" 0' 6" 1' 1.5'
1" = 1'-0"
3" 9" 0' 3" 6" 1'
1 1/2" = 1'-0"
9" 0' 2" 4" 6"
3" = 1'-0"
5"3"1" 0' 1" 2" 3"
6" = 1'-0"
0' 1" 1.5"
12" = 1'-0"
D
C
B
A
E
D
C
B
A
E
SHEET
P R
O J E
C T
D R
A W
IN
G
1 2 3 4 5 6
1 2 3 4 5 6
/1
/2
:2
:2
A u to d e s k D o c s
/1
-1
H
C P
S H a n o v e r
H S
V e te ri n a ry
/1
-1 v
H
C P
S H a n o v e r H
S V e te ri n a ry
A
R C
H .r v t
A-101
/2
/2
-1
J S
C
J A
S
M R
D J W
F L O
O R
P L
A N
A N
D N
O T
E S
N
E W
W O
R K
V E
T S
C
IE
N C
E
E N
G
IN
E E
R
IN
G L
A B
R E
N O
V A
T
IO
N S
H A
N O
V E
R C
O U
N T
Y P
U B
L
IC
S C
H O
O L
S
C
H A
M B
E R
L A
Y N
E R
O A
D
M E
C H
A N
IC
S
V
IL
L E
V
A
12/20/2024
SCALE: 1/4" = 1'-0"
NEW WORK - FIRST FLOOR PLAN
SHOP EQUIPMENT LEGEND
EQUIPMENT
POWER REQUIREMENTS -
REF ELECTRICAL QUANTITY
BAND SAW 120V, 20A 3
DRILL PRESS 120V, 20A 3
JOINTER 120V, 20A 1
LATHE 120V, 20A 2
MILLING MACHINE 120V, 20A 1
MITER SAW 208/220V 1P, ###A 1
PLANER 208/220V 1P, ###A 1
ROUTER TABLE 120V, 20A 1
SANDER 120V, 20A 3
STORAGE CABINETS -- 3
TABLE SAW 120V, 20A 1
WELDING 208V 3P, 50A 1
NOT TO SCALEA-101
D1 NEW WORK - SITE
R R R
F
F
F
F
R
CORD REEL CORD REELCORD REEL
PT3 PT3
E1 A-301
1 1
TYP
5VETERINARY
CENTER
F05
VETERINARY
ADMIN
F06
COMPUTER
ELECTRONICS
F08
AUTOMATED
MFR'G
LAB
F11
STORAGE
F09
STORAGE
F10
STORAGE
F07
REFLECTED CEILING PLAN GENERAL NOTES
A. REFER TO FLOOR PLANS AND WALL SECTIONS FOR ADDITIONAL INFORMATION.
B. SPRINKLER HEADS (NOT INDICATED) TO BE CENTERED IN SAPC OR WITHIN SPACE IN
GYPSUM BOARD CEILING.
C. REFER TO MECHANICAL AND ELECTRICAL DRAWINGS FOR CEILING-MOUNTED FIXTURE
TYPES AND DIFFUSER LOCATIONS. NOTIFY ARCHITECT (PRIOR TO INSTALLATION) OF
CONFLICTS WITH LOCATIONS INDICATED ON DRAWINGS. ADDITIONAL FIXTURES OR
OTHER CEILING MATERIALS SHOWN ON ELECTRICAL OR MECHANICAL DRAWINGS, BUT
NOT SHOWN ON REFLECTED CEILING PLANS ARE INCLUDED IN THE BASE BID.
D. SUPPLY AND DIFFUSER GRILLES ARE INDICATED DIAGRAMMATICALLY IN REFLECTED
CEILING PLAN FOR LOCATION ONLY. REFER TO MECHANICAL DRAWINGS FOR ACTUAL
SIZE AND TYPE TO BE PROVIDED.
E. 24"x24" SUSPENDED ACOUSTICAL PANEL CEILING (SAPC) WILL BE THROUGHOUT.
F. REFER TO SHEET A-002 FOR TYPICAL PARTITION TERMINATIONS AT STRUCTURAL
ELEMENTS WITH ALL EXTENSIONS OF FINISHES & SOUND ATTENUATION.
REFLECTED CEILING PLAN LEGEND
2'-0" x 2'-0" LAY-IN ACOUSTICAL PANEL
CEILING IN SUSPENDED GRID
GYPSUM BOARD CEILING
OR BULKHEAD
LIGHT FIXTURES
CEILING PROJECTOR MOUNT
RETURN AIR - REFER TO
MECHANICAL DWGS
SUPPLY AIR - REFER TO
MECHANICAL DWGS
PARTITION TERMINATION LEGEND
PARTITION WHICH PENETRATES THE CEILING AND TERMINATES AT NEXT BLOCK COURSE ABOVE FINISHED
CEILING, UON
PARTITION WHICH CONTINUES THROUGH CEILING TO BOTTOM OF ROOF DECK ABV (UNLESS NOTED OTHERWISE). REFER TO PARTITION TYPE LEGEND ON A-002 FOR ADDITIONAL INFORMATION.A-002
CORD REEL - REFER TO
ELECTRICAL DWGS
EXIT SIGN - REFER TO
ELECTRICAL DWGS
(APPLIES TO THIS SHEET ONLY)KEY NOTES
REINSTALL SALVAGED SUSPENDED ACOUSTICAL PANEL CEILING, CEILING
MOUNTED LIGHT FIXTURES, AND CEILING MOUNTED EQUIPMENT IN THIS
AREA AT COMPLETION OF NEW MASONRY PARTITION
PROVE NEW GYPSUM SOFFIT FRAMING IN THIS AREA AS REQUIRED FOR
NEW MASONRY PARTITION WORK. MATCH ELEVATION AND DIMENSION TO
ADJACENT GYPSUM SOFFIT.
APPROXIMATE LOCATION OF FUTURE CEILING PROJECTOR. REFER TO
ELECTRICAL DRAWINGS FOR POWER AND DATA ROUGH-IN
REQUIREMENTS ABOVE CEILING.
DUCT COLLECTOR DUCTWORK HUNG BELOW CEILING. REFER TO
MECHANICAL DRAWINGS FOR ADDITIONAL INFORMATION.
POWER POLE - REFER TO ELECTRICAL DRAWINGS FOR ADDITIONAL
INFORMATION.
Lic. No. 15121
DANIEL J. WEIGAND
T
T E C
IH
C
R
A
C
T
O M M O
N W
EA
L FO
H
A N I
G I
R
I V
RRMM
ARCHITECTS, PC
D A
T E
D R
A W
N
P R
O J E
C T
D E
S
IG
N E
D
C H
E C
K E
D
(804)277-8987
115 South 15th Street, Suite 502 Richmond, Virginia 23219
M A
R K
R E
V
IS
IO
N
S
D A
T E
B Y
D E
S C
R
IP
T
IO
N
0' 16' 32' 48'
1/32" = 1'-0"
0' 8' 16' 24'
1/16" = 1'-0"
4' 0' 4' 8' 16'
3/32 = 1'-0"
0' 4' 8' 12'
1/8" = 1'-0"
0' 2' 4' 6'
1/4" = 1'-0"
0' 1' 2' 4'
3/8" = 1'-0"
3' 0' 1' 2' 3'
1/2" = 1'-0"
6" 0' 1' 2'
3/4" = 1'-0"
6" 0' 6" 1' 1.5'
1" = 1'-0"
3" 9" 0' 3" 6" 1'
1 1/2" = 1'-0"
9" 0' 2" 4" 6"
3" = 1'-0"
5"3"1" 0' 1" 2" 3"
6" = 1'-0"
0' 1" 1.5"
12" = 1'-0"
D
C
B
A
E
D
C
B
A
E
SHEET
P R
O J E
C T
D R
A W
IN
G
1 2 3 4 5 6
1 2 3 4 5 6
/1
/2
:2
:2
A u to d e s k D o c s
/1
-1
H
C P
S H a n o v e r
H S
V e te ri n a ry
/1
-1 v
H
C P
S H a n o v e r H
S V e te ri n a ry
A
R C
H .r v t
A-102
/2
/2
-1
J S
C
J A
S
M R
D J W
R E
F L E
C T
E D
C E
IL
IN
G P
L A
N
N E
W W
O R
K
V E
T S
C
IE
N C
E
E N
G
IN
E E
R
IN
G L
A B
R E
N O
V A
T
IO
N S
H A
N O
V E
R C
O U
N T
Y P
U B
L
IC
S C
H O
O L
S
C
H A
M B
E R
L A
Y N
E R
O A
D
M E
C H
A N
IC
S
V
IL
L E
V
A
12/20/2024
SCALE: 1/4" = 1'-0"
NEW WORK - FIRST FLOOR RCP
EL +0' - 0"
FIRST FLOOR
EL +0' - 0"
A-602 B1
8'
8" R
O
HM DOOR & FRAME
AS SCHEDULED
CEILING AS SCHEDULED
EXISTING STUD WALL
PARTITION
VETERINARY
ADMIN
F06
VETERINARY
CENTER
F05
EL +0' - 0"
FIRST FLOOR
EL +0' - 0"
HM DOOR & FRAME
AS SCHEDULED
CEILING AS SCHEDULED
7'
4" R
O
M3
A-602 B2
COMPUTER
ELECTRONICS
F08
AUTOMATED
MFR'G
LAB
F11
EL +0' - 0"
FIRST FLOOR
EL +0' - 0"
A-602 A3
HM FRAME AS SCHEDULED
CEILING AS SCHEDULED
4'
0" R
O 3'
4"
M3
A-602 B3
AUTOMATED
MFR'G
LAB
F11
COMPUTER
ELECTRONICS
F08
EL +0' - 0"
FIRST FLOOR
EL +0' - 0"
A-602 D5
ALUM STOREFRONT &
GLAZING SYSTEM
CMU JAMB BEYOND
6'x6'x4" CONCRETE PAD
ON 4" TYPE 21B STONE -
SLOPE TO DRAIN
EXISTING WALL
FOUNDATION
CONSTRUCTION TO
REMAIN
4" MIN CONC SLAB ON
VAPOR BARRIER W/ (2) #
4 BARS AT OPENING
BRICK VENEER JAMB BEYOND
EXISTING WALL
CONSTRUCTION TO
REMAIN
VETERINARY
ADMIN
F06
1 1 /2" RIGID INSULATION -
MATCH EXISTING
1/2" EXP JOINT
#4 x 16" BARS @ 12" o/c - DOWEL
INTO EXISTING SLAB (6" EMBED)
USING HILTI HY 200 SYSTEM
(OR EQUIVALENT)
EQEQ
EXISTING CONCRETE SLAB TO
REMAIN
ALIGN WITH EXISTING SOFFIT BEYOND
3' - 0" VIF
VI
F4"
6"
GWB ON 3 5/8" MTL STUD @
16" OC - SECURE TO STRUC
ABOVE
CEILING AS SCHEDULED
EXISTING MASONRY PARTITION
Lic. No. 15121
DANIEL J. WEIGAND
T
T E C
IH
C
R
A
C
T
O M M O
N W
EA
L FO
H
A N I
G I
R
I V
RRMM
ARCHITECTS, PC
D A
T E
D R
A W
N
P R
O J E
C T
D E
S
IG
N E
D
C H
E C
K E
D
(804)277-8987
115 South 15th Street, Suite 502 Richmond, Virginia 23219
M A
R K
R E
V
IS
IO
N
S
D A
T E
B Y
D E
S C
R
IP
T
IO
N
0' 16' 32' 48'
1/32" = 1'-0"
0' 8' 16' 24'
1/16" = 1'-0"
4' 0' 4' 8' 16'
3/32 = 1'-0"
0' 4' 8' 12'
1/8" = 1'-0"
0' 2' 4' 6'
1/4" = 1'-0"
0' 1' 2' 4'
3/8" = 1'-0"
3' 0' 1' 2' 3'
1/2" = 1'-0"
6" 0' 1' 2'
3/4" = 1'-0"
6" 0' 6" 1' 1.5'
1" = 1'-0"
3" 9" 0' 3" 6" 1'
1 1/2" = 1'-0"
9" 0' 2" 4" 6"
3" = 1'-0"
5"3"1" 0' 1" 2" 3"
6" = 1'-0"
0' 1" 1.5"
12" = 1'-0"
D
C
B
A
E
D
C
B
A
E
SHEET
P R
O J E
C T
D R
A W
IN
G
1 2 3 4 5 6
1 2 3 4 5 6
/1
/2
:2
:2
A u to d e s k D o c s
/1
-1
H
C P
S H a n o v e r
H S
V e te ri n a ry
/1
-1 v
H
C P
S H a n o v e r H
S V e te ri n a ry
A
R C
H .r v t
A-301
/2
/2
-1
J S
C
J A
S
M R
D J W
S E
C T
IO
N
S
V E
T S
C
IE
N C
E
E N
G
IN
E E
R
IN
G L
A B
R E
N O
V A
T
IO
N S
H A
N O
V E
R C
O U
N T
Y P
U B
L
IC
S C
H O
O L
S
C
H A
M B
E R
L A
Y N
E R
O A
D
M E
C H
A N
IC
S
V
IL
L E
V
A
12/20/2024
SCALE:A-301 3/4" = 1'-0"
A1 WALL SECTION
SCALE:A-301 3/4" = 1'-0"
A2 WALL SECTION
SCALE:A-301 3/4" = 1'-0"
A4 WALL SECTION
SCALE:A-301 3/4" = 1'-0"
A5 WALL SECTION
SCALE:A-301 1 1/2" = 1'-0"
E1 CEILING DETAIL - SOFFIT
A. THE FINISH SCHEDULE INDICATES ONLY THE BASIC OR PREDOMINANT
SURFACE FINISHES OF EACH SPACE. REFER TO KEYNOTES, DETAILS,
ELEVATIONS, RCP'S AND FINISH PLANS FOR THE FULL RANGE AND EXTENT
OF FINISHES REQUIRED TO COMPLETE THE WORK FOR EACH SPACE.
B. CONTRACTOR TO CHECK AND COORDINATE LEAD TIMES AND
REQUIREMENTS FOR FINISHES REQUIRED TO COMPLETE THE WORK FOR
EACH SPACE.
C. PAINT GWB WALLS IN EGGSHELL FINISH AND ALL DOOR FRAMES AND
MISCELLANEOUS TRIM IN SEMI-GLOSS FINISH, UON
D. PAINT CMU WALLS IN SEMI-GLOSS FINISH, UON
E. FOR AREAS WITH CEILINGS NOTED AS 'PT#' PROVIDE FLAT FINISH PAINT IN
COLOR AS INDICATED ON THE FINISH SCHEDULE, UON
F. REFER TO CASEWORK ELEVATIONS AND DETAILS FOR PLASTIC LAMINATE
COLOR PLACEMENT.
G. MOUNT BOTTOM EDGE/RAIL OF ALL MARKERBOARDS, TACKBOARDS AT 36"
AFF UoN
H. COLOR OF INTERIOR HOLLOW METAL DOORS AND FRAMES TO MATCH
EXISTING HM DOORS AND FRAMES, PT2 - MEDIUM GRAY, IN SEMI-GLOSS
FINISH
I. PAINT ALL GWB SOFFITS AND BULKHEADS PT3, UoN
J. SEE REFLECTED CEILING PLANS FOR LOCATION AND EXTENT OF DIFFERING
CEILING MATERIALS.
GENERAL FINISH NOTES
1. PATCH EXISTING VCT FLOORING WITH VCT TO MATCH EXISTING AS
REQUIRED FOR DEMO AND NEW WORK
2. ADDITIVE ALTERNATE NO. 1 - PROVIDE RESINOUS EPOXY FLOORING (EPX1)
AND BASE (EPXB1) PER SPECIFICATION SECTION 096723 - "RESINOUS
FLOORING (ADDITIVE ALTERNATE)". REFER TO COVE BASE DETAIL A1 / A-601
AND TYPICAL TRANSITION STRIP DETAILS, THIS SHEET. FLOOR TRANSITIONS
SHALL BE CONCEALED TRANSITIONS BY A CLOSED DOOR.
FINISH SCHEDULE NOTES
A1 / A-601
# MAT MANUF/ PRODUCT DETAIL NOTES
TYPICAL TRANSITION STRIP DETAILS
NOTE: MANUFACTURER'S LISTED ARE BASIS OF DESIGN ONLY.
STAINLESS
STEEL
EPOXY RESIN → EXISTING VINYL COMPOSITION TILE
EPX EXISTING VCT
TS1
SCHLÜTER
SCHIENE-E (OR EQ)
ADDITIVE ALTERNATETS1
EPOXY AS
SCHEDULED
3/4" RADIUS COVE
WALL AS
SCHEDULED
EPOXY AS
SCHEDULED
MT1 METAL
SCHLUTER STRIP
1/4" CEMENTITIOUS
BACKER PANEL
6"
Lic. No. 15121
DANIEL J. WEIGAND
T
T E C
IH
C
R
A
C
T
O M M O
N W
EA
L FO
H
A N I
G I
R
I V
RRMM
ARCHITECTS, PC
D A
T E
D R
A W
N
P R
O J E
C T
D E
S
IG
N E
D
C H
E C
K E
D
(804)277-8987
115 South 15th Street, Suite 502 Richmond, Virginia 23219
M A
R K
R E
V
IS
IO
N
S
D A
T E
B Y
D E
S C
R
IP
T
IO
N
0' 16' 32' 48'
1/32" = 1'-0"
0' 8' 16' 24'
1/16" = 1'-0"
4' 0' 4' 8' 16'
3/32 = 1'-0"
0' 4' 8' 12'
1/8" = 1'-0"
0' 2' 4' 6'
1/4" = 1'-0"
0' 1' 2' 4'
3/8" = 1'-0"
3' 0' 1' 2' 3'
1/2" = 1'-0"
6" 0' 1' 2'
3/4" = 1'-0"
6" 0' 6" 1' 1.5'
1" = 1'-0"
3" 9" 0' 3" 6" 1'
1 1/2" = 1'-0"
9" 0' 2" 4" 6"
3" = 1'-0"
5"3"1" 0' 1" 2" 3"
6" = 1'-0"
0' 1" 1.5"
12" = 1'-0"
D
C
B
A
E
D
C
B
A
E
SHEET
P R
O J E
C T
D R
A W
IN
G
1 2 3 4 5 6
1 2 3 4 5 6
/1
/2
:2
:2
A u to d e s k D o c s
/1
-1
H
C P
S H a n o v e r
H S
V e te ri n a ry
/1
-1 v
H
C P
S H a n o v e r H
S V e te ri n a ry
A
R C
H .r v t
A-601
/2
/2
-1
J S
C
J A
S
M R
D J W
F
IN
IS
H
S C
H E
D U
L E
L
E G
E N
D A
N D
F
IN
IS
H
N O
T E
S
V E
T S
C
IE
N C
E
E N
G
IN
E E
R
IN
G L
A B
R E
N O
V A
T
IO
N S
H A
N O
V E
R C
O U
N T
Y P
U B
L
IC
S C
H O
O L
S
C
H A
M B
E R
L A
Y N
E R
O A
D
M E
C H
A N
IC
S
V
IL
L E
V
A
12/20/2024
FINISH LEGEND
SYMBOL PRODUCT MANUFACTURER (BASIS OF DESIGN) PRODUCT # / STYLE COLOR NOTES
FLOOR
EPX1 RESINOUS EPOXY FLOORING SHERWIN WILLIAMS FASTOP DECO FLAKE SL45 TBD ADDITIVE ALTERNATE; ORANGE PEEL FINISH, W/ INTEGRAL COVE BASE VCT1 VINYL COMPOSITION TILE ARMSTRONG STANDARD EXCELON 51875 GRAYED BLUE (GRAY-BLUE) VERIFY EXISTING COLOR IN FIELD TO MATCH; 12"x12" TILE; BASEKETWEAVE INSTALLATION VCT2 VINYL COMPOSITION TILE ARMSTRONG STANDARD EXCELON 51947 BASIL GREEN (DARK GREEN) VERIFY EXISTING COLOR IN FIELD TO MATCH; 12"x12" TILE; BASEKETWEAVE INSTALLATION
BASE
EPXB1 RESINOUS EPOXY BASE SHERWIN WILLIAMS FASTOP DECO FLAKE SL45 TBD ADDITIVE ALTERNATE; 6" INTEGRAL COVE BASE, W/ MT1 METAL TRIM RB1 RESILIENT BASE JOHNSONITE DURACOVE THERMOPLASTIC RUBBER (TP) 32 PEBBLE (GRAY) VERIFY EXISTING COLOR IN FIELD TO MATCH; 4"H; ROLLS
WALLS
PT1 PAINT SHERWIN WILLIAMS REFER TO SPECIFICATION FOR PRODUCT TYPE PER SUBSTRATE TBD (WHITE) VERIFY EXISTING COLOR IN FIELD TO MATCH PT2 PAINT SHERWIN WILLIAMS REFER TO SPECIFICATION FOR PRODUCT TYPE PER SUBSTRATE TBD (MEDIUM GRAY) VERIFY EXISTING COLOR IN FIELD TO MATCH; HOLLOW METAL DOORS AND FRAMES
CEILINGS
PT3 PAINT SHERWIN WILLIAMS REFER TO SPECIFICATION FOR PRODUCT TYPE PER SUBSTRATE TBD (WHITE) -- SAPC1 SUSPENDED ACOUSTICAL PANEL CEILING ARMSTRONG #756A FISSURED WHITE 24" x 24" TILE, XL PRELUDE 15/16" GRID; WHITE
MISCELLANEOUS
MT1 METAL TRIM SCHLUTER JOLLY PROFILE SATIN NICKEL ANODIZED ALUMINUM ADDITIVE ALTERNATE; 90 DEGREE CORNER, USE WITH EPXB1 PLAM1 PLASTIC LAMINATE PIONITE -- AG730 YORKSHIRE TWEED (GRAY) WALL AND BASE CABINETS / SWING GATES
PLAM2 PLASTIC LAMINATE PIONITE -- AB221-SD CRADLE OF LIBERTY (BLUE) COUNTERTOPS
PVC1 PVC EDGE WILSONART -- MATCH PLAM1 3MM THICKNESS; USE WITH PLAM1
PVC2 PVC EDGE WILSONART -- MATCH PLAM2 3MM THICKNESS; USE WITH PLAM2
FINISH SCHEDULE
ROOM
NUMBER ROOM NAME FLOOR WALL BASE
WALLS
CEILING NOTESN S E W
F05 VETERINARY CENTER EXISTING EXISTING PT1 PT1 PT1 PT1 EXISTING / PT3 1, 2
F06 VETERINARY ADMIN EXISTING EXISTING PT1 PT1 PT1 PT1 EXISTING 1, 2
F07 STORAGE EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING
F08 COMPUTER ELECTRONICS EXISTING / VCT2 EXISTING / RB1 EXISTING EXISTING EXISTING PT1 EXISTING
F09 STORAGE EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING
F10 STORAGE EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING
F11 AUTOMATED MFR'G LAB EXISTING / VCT1 EXISTING / RB1 PT1 PT1 PT1 PT1 EXISTING / PT3
SCALE:A-601 6" = 1'-0"
A1 EPOXY COVE BASE DETAIL
ADDITIVE ALTERNATE DETAILS
HM-1
EF
S
C H
ED
4"
2"
SCHED
REF 2"
COORDINATE WITH
DOOR SCHEDULE FOR
DOOR TYPES, TYP
HOLLOW METAL
SINGLE DOOR OR
PAIR OF DOORS
SF-1
R
EF
S C
H
ED
2"
2"
SCHED
REF 2"
ALUM STOREFRONT
SINGLE DOOR OR
PAIR OF DOORS
COORDINATE WITH ELECTRICAL
DRAWINGS FOR ROUGH-INS FOR
FUTURE DOOR HARDWARE AND
ACCESS CONTROL
A
R
EF
S C
H
ED
D
R
EF
S C
H
ED
3'
4"
1'
0" 1'
6"
1'
2" 8"
6" 6"
EXISTING NEW
8' - 9 3/8" ± VIF
2"5' - 2 1/8"2"
1'
8" 7'
0"
C
LE
AR
8'
8" R
O
4" 1'
2"
2" 4'
2"
2" 2'
0"
8"
A1 A-602
B1 A-602
A2 A-602
A4 A-602
CLR
3' - 0" 2"
WELD AND/OR MECHANICALLY FASTEN NEW
HOLLOW METAL FRAME MULLION TO EXISTING
HOLLOW METAL FRAME MULLION TO REMAIN.
PATCH AND GRID SMOOTH PRIOR TO FINISHING.
B3 A-602
A4 A-602
A3 A-602
3'
4" 4'
0"
R O
2" 3'
6"
4"
6' - 0"
2" EQ 2" EQ 2"
REPAIR / PATCH GWB AS
NEEDED FROM DEMOLITION
OF EXISTING FRAME
GWB PARTITION, ETR
METAL STUD FRAMING, ETR
CONT SEALANT AT BOTH SIDES
METAL STUD BOX BEAM, ETR
4"
VIF
EXIST
1/4" TEMPERED GLASS - UON
HOLLOW METAL FRAME AS
SCHEDULED
VIF
5 3/4"
METAL STUD FRAMING
1/4" TEMPERED GLASS - UON
GWB AT BOTH SIDES
HOLLOW METAL FRAME
AS SCHEDULED
SOUND BATT INSULATION WHERE
INDICATED (REF PARTITION TYPE)
VI
F
3/
4"
VI
F
EX
IS
T
CONT SEALANT AT BOTH SIDES
FRAME ANCHORS: 3 PER JAMB
CMU - REF PARTITION TYPE
GROUT CMU CELL SOLID
DOOR AND FRAME AS SCHED
CONT SEALANT AT BOTH SIDES
CMU - REF PARTITION TYPE
HOLLOW METAL FRAME AS
SCHEDULED
HOLLOW METAL FRAME
ANCHOR
1/4" TEMPERED GLASS - UON
GROUT CMU CELL SOLID
1/4" TEMPERED GLASS - UON
HOLLOW METAL FRAME AS
SCHEDULED
HOLLOW METAL FRAME AS
SCHEDULED
CONTINUOUS SEALANT AT
BOTH SIDES
CMU W/ 1" BULLNOSE
@ JAMB, TYP
2" RIGID INSULATION -
MATCH EXISTING
ALUM STOREFRONT SYSTEM
CONT BACKER ROD AND SEALANT
EA SIDE
SA TRANSITION MEMB - EXTEND
4" MIN ON FACE OF CMU
1'
2" V
IF
SALVAGED MASONRY VENEER
EXISTING WALL CONSTRUCTION
TO REMAIN
TOOTHED-IN CMU -
LENGTH MAY VARY
3"
1/ 2"
1/
2"
4" M
IN
EXISTING WALL CONSTRUCTION
TO REMAIN
8" CMU
10"W CMU BOND BEAM (L2)
WITH MIN 8" BEARING EACH
SIDE MASONRY OPENING
ALUM STOREFRONT SYSTEM
CONT BACKER ROD AND
SEALANT EA SIDE
L6x4x3/8 (LLV) W/ (2) LAYER 30#
BLDG FELT ON TOP AND
BOTTOM OF HORIZONTAL
ANGLE LEG FOR LENGTH OF
BEARING - MIN 8" BEARING
EACH SIDE MASONRY OPENING
SALVAGED MASONRY VENEER
GROUT COLLAR JOINT SOLID
SA TRANSITION MEMB - EXTEND
4" MIN ON FACE OF CMU
CONT THRU-WALL FLASHING
AND WEEPS @ 24" OC MAX
CONT TERM BAR
2" RIGID INSULATION - MATCH
EXISTING
3" 4 1/2" 6 1/2"
SHIM AS REQD
1' - 2" VIF
8 3/4"
CMU - REF PARTITION TYPE
CMU BOND BEAM LINTEL PER SCHED
(L1, UON)
CONT SEALANT BOTH SIDES
HOLLOW METAL FRAME
1/4" TEMPERED GLASS - UON
FRAME BEYOND
4"
8 3/4"
CMU - REF PARTITION TYPE
CMU BOND BEAM LINTEL PER SCHED
(L1, UON)
CONT SEALANT BOTH SIDES
HM DOOR FRAME
DOOR AND FRAME PER SCHED
FRAME BEYOND7'
-0
" A .F
.F
4"
Lic. No. 15121
DANIEL J. WEIGAND
T
T E C
IH
C
R
A
C
T
O M M O
N W
EA
L FO
H
A N I
G I
R
I V
RRMM
ARCHITECTS, PC
D A
T E
D R
A W
N
P R
O J E
C T
D E
S
IG
N E
D
C H
E C
K E
D
(804)277-8987
115 South 15th Street, Suite 502 Richmond, Virginia 23219
M A
R K
R E
V
IS
IO
N
S
D A
T E
B Y
D E
S C
R
IP
T
IO
N
0' 16' 32' 48'
1/32" = 1'-0"
0' 8' 16' 24'
1/16" = 1'-0"
4' 0' 4' 8' 16'
3/32 = 1'-0"
0' 4' 8' 12'
1/8" = 1'-0"
0' 2' 4' 6'
1/4" = 1'-0"
0' 1' 2' 4'
3/8" = 1'-0"
3' 0' 1' 2' 3'
1/2" = 1'-0"
6" 0' 1' 2'
3/4" = 1'-0"
6" 0' 6" 1' 1.5'
1" = 1'-0"
3" 9" 0' 3" 6" 1'
1 1/2" = 1'-0"
9" 0' 2" 4" 6"
3" = 1'-0"
5"3"1" 0' 1" 2" 3"
6" = 1'-0"
0' 1" 1.5"
12" = 1'-0"
D
C
B
A
E
D
C
B
A
E
SHEET
P R
O J E
C T
D R
A W
IN
G
1 2 3 4 5 6
1 2 3 4 5 6
/1
/2
:2
:2
A u to d e s k D o c s
/1
-1
H
C P
S H a n o v e r
H S
V e te ri n a ry
/1
-1 v
H
C P
S H a n o v e r H
S V e te ri n a ry
A
R C
H .r v t
A-602
/2
/2
-1
J S
C
J A
S
M R
D J W
D O
O R
S C
H E
D U
L E
T
Y P
E S
A N
D D
E T
A
IL
S
V E
T S
C
IE
N C
E
E N
G
IN
E E
R
IN
G L
A B
R E
N O
V A
T
IO
N S
H A
N O
V E
R C
O U
N T
Y P
U B
L
IC
S C
H O
O L
S
C
H A
M B
E R
L A
Y N
E R
O A
D
M E
C H
A N
IC
S
V
IL
L E
V
A
12/20/2024
DOOR SCHEDULE
DOOR FRAME
RATING
(MIN)
HDWR
SET NOTESNUMBER TYPE MAT'L
SIZE
TYPE MAT
DETAILS
WIDTH HEIGHT THICKNESS HEAD JAMB SILL
F06A D ALUM/GL 3'-0" 7' - 2" 2 1/4" SF-1 ALUM D5/A-602 B5/A-602
F06B A WD 3' - 0" 7' - 0" 1 3/4" HM-101 HM B1/A-602 A2/A-602
F08A A WD PR 3' - 0" 7' - 0" 1 3/4" HM-1 HM B2/A-602 A2/A-602
SCALE: 1/4" = 1'-0"
TYPICAL DOOR FRAME TYPES
SCALE: 1/4" = 1'-0"
TYPICAL DOOR TYPES
SCALE: 1/4" = 1'-0"
HM-101
SCALE: 1/4" = 1'-0"
HM-102
FINISHED FLOOR
SCALE:A-602 1 1/2" = 1'-0"
B1 HEAD DETAIL - HM WINDOW
SCALE:A-602 1 1/2" = 1'-0"
A1 JAMB DETAIL - HM WINDOW
SCALE:A-602 1 1/2" = 1'-0"
A2 JAMB DETAIL - HM DOOR IN CMU
SCALE:A-602 1 1/2" = 1'-0"
A4 JAMB DETAIL - HM WINDOW IN CMU
SCALE:A-602 1 1/2" = 1'-0"
A3 SILL DETAIL - HM WINDOW IN CMU
SCALE:A-602 3" = 1'-0"
B5 DETAIL - JAMB
SCALE:A-602 3" = 1'-0"
D5 DETAIL - HEAD
SCALE:A-602 1 1/2" = 1'-0"
B3 HEAD DETAIL - HM WINDOW IN CMU
SCALE:A-602 1 1/2" = 1'-0"
B2 HEAD DETAILS - HM DOOR IN CMU
F 4' - 0" 4' - 0" 4' - 0"
2'
6" 1'
8"
2'
7'
0"
12' - 1"
F 4' - 0" 4' - 0" 4' - 0"
A5 A-801
2'
1'
8" 2'
6"
7'
0"
2' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 2' - 0"
20' - 0"
VIF
3' - 3"
A3 A-801
4' - 0"4' - 0"
A5 A-801
_______C5 A-801
1/
2"
/2
2'
2"
4"
3'
6"
2' - 0"
1 1/2" 1 1/2"
2" 4 1/2"
9"
1/
2"
PLAM CLAD COUNTERTOP ON 3/4" WOOD
SUBSTRATE WITH BUILT-UP EDGE. FINISH
EXPOSED EDGES/FACES WITH 3MM PVC
EDGE BANDING.
GROMMET - LOCATE (2) IN FIELD PER
OWNER
METAL SUPPORT BRACKET - DOUG
MOCKETT SWS4 OR EQUAL
WIRE MANAGEMENT TROUGH
3/4" WOOD SUBSTRATE WITH PLAM,
FINISH EXPOSED EDGES/FACES WITH
3MM PVC EDGE BANDING
WOOD FRAME, TYP
RUBBER BASE (RB1), TYP
FINISHED FLOOR AS SCHEDULED
2' - 7 1/2"
A1 A-801
3'
6"
SWING GATE: 3/4" WD
SUBSTRATE WITH PLAM1;
CONT. DOUBLE ACTING SS
SPRING HINGE; PROVIDE
MAX 4" GAP AT FINISHED
FLOOR
6' - 7 1/2"
VIF
3' - 4 5/8"
2'
1/
2" 4"
A1 A-801
3'
6"
2'
6"
SWING GATE: 3/4" WD
SUBSTRATE WITH PLAM1;
CONT. DOUBLE ACTING SS
SPRING HINGE; PROVIDE
MAX 4" GAP AT FINISHED
FLOOR
VIF
3' - 4 5/8" 6"
6' - 0 1/2" 1"
6' - 7 1/2"
2'
1/
2" 4"
6' - 9"
2'
F 2' - 9" 2' - 0" 3' - 3" 2' - 0"
SWING GATE: 3/4" WD
SUBSTRATE WITH PLAM1;
CONT. DOUBLE ACTING SS
SPRING HINGE; PROVIDE
MAX 1/2" GAP AT FINISHED
FLOOR
C3 A-801
1/ 2"
2'
1/
2"
2'
3' - 6" 3' - 6" F
C3 A-801
2'
2' - 2"
1/
2" 1/
4" 2'
1/ 4"
4"
3"
REF DETAIL
FOR ADDITIONAL NOTES
A5 / A-801
EXTEND COUNTERTOP BETWEEN
EXISTING HOLLOW METAL FRAME
OPENING. SEAL / CAULK
COUNTERTOP EDGES TO HOLLOW
METAL FRAME.
COORDINATE EXACT LOCATION OF
BASE CABINET AND WOOD FRAME
IN FIELD WITH EXISTING HOLLOW
METAL FRAME LOCATION AND
DIMENSIONS.
FACE OF CABINET AND COUNTERTOP
SHALL ALIGN WITH CASEWORK
BEYOND
7'
0"
3"
2' - 2" WHERE NOTED
2' - 1"
3/4" WOOD SUBSTRATE CABINET WITH PLAM
ON ALL EXPOSED SURFACES, 3MM PVC
EDGE BANDING ON ALL EXPOSED EDGES
3/4" WOOD SUBSTRATE SHELF, MELAMINE
SURFACES WITH 3MM PVC EDGEBANDING
ALUMINUM DOOR PULL, TYP.
3/4" WOOD SUBSTRATE WITH PLAM BACKSPLASH,
BACKSPLASH RETURN @ ENDS AGAINST WALL TO
MATCH TOP (WHERE APPLICABLE)
RUBBER BASE (RB1), TYP
FINISHED FLOOR AS SCHEDULED
RECESSED METAL STANDARDS WITH ADJ SHELF RESTS
3/4" WOOD SUBSTRATE ADJUSTABLE SHELVES.
MELAMINE WITH 3MM PVC EDGEBANDING
RECESSED METAL STANDARDS
1' - 0"
3/4" WOOD SUBSTRATE WITH PLAM CABINET AND
DOOR WITH ADJUSTABLE CONCEALED HINGES,
FINISH EXPOSED EDGES/FACES WITH 3MM PVC
EDGE BANDING.
WHITE MELAMINE ON 1/4" HARDBOARD
WOOD FRAME, TYP
1/4" WOOD SUBSTRATE BACK PANEL WITH
MELAMINE, DADO INTO CABINET SIDES
4"
1/
2" 1/
4"
2'
1/
4" 4"
WOOD FRAME
INSIDE OF CABINET TO BE WHITE MELAMINE
ON TOP, BOTTOM AND SIDES
INSIDE OF CABINET TO BE WHITE MELAMINE
ON TOP, BOTTOM AND SIDES
PLAM CLAD COUNTERTOP ON 3/4" WOOD
SUBSTRATE WITH BUILT-UP EDGE. FINISH
EXPOSED EDGES/FACES WITH 3MM PVC EDGE
BANDING.
2'
1'
8" 2'
6"
3/4"
ALUMINUM DOOR PULL, TYP.
PLAM AT UNDERSIDE OF CABINET
FACE OF WALL
PLAM CLAD COUNTERTOP ON 3/4" WOOD
SUBSTRATE WITH…
This is the start of the file's text. The full file is on GovTribe.
File details come from the government source that posted it. Updated .