21152 Building 106 Drawings V1.pdf
PDF 13 MB Posted
- Solicitation number
- CRFQ-0603-ADJ2500000040-1
- Issued by
- Pleasants County, Kermit Town, West Virginia
About this file
These construction documents detail renovations to Building 106 at Camp Dawson, a West Virginia Army National Guard facility located in Kingwood, West Virginia. The project involves comprehensive renovations to a multi-unit billeting facility, with work scheduled to be completed by 05.30.2025. The renovation encompasses extensive upgrades including mechanical, electrical, plumbing, HVAC, and structural improvements across approximately 11,250 square feet of building space. The project will transform the existing building, which currently contains multiple billeting rooms, toilets, chases, mechanical spaces, and a classroom, into a modernized facility.
The project is being managed by ZMM Architects and Engineers, located in Charleston, West Virginia, with the West Virginia Army National Guard Construction and Facilities Maintenance Office serving as the owner. The documents include detailed architectural, mechanical, electrical, and plumbing plans covering demolition, site utilities, structural modifications, equipment replacements, and systems upgrades. Key improvements include installing new HVAC systems with split system units and dedicated outdoor air systems, upgrading electrical infrastructure with new panelboards and distribution systems, replacing plumbing fixtures and water heating systems, and implementing comprehensive fire protection measures. The documents suggest a thorough, systematic approach to modernizing the facility while maintaining its core military billeting function.
View the file
Other files
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
c by ZMM, INC.
S I T E L O C A T I O N M A P
A R C H I T E C T A N D E N G I N E E R
O W N E R
B U I L D I N G I N F O R M A T I O ND R A W I N G I N D E X
U S E A N D O C C U P A N C Y C L A S S I F I C A T I O N
C O N S T R U C T I O N C L A S S I F I C A T I O N
B U I L D I N G A R E A
SHEET NO. SHEET NAME SHEET NO. SHEET NAMESHEET NO. SHEET NAME
PROFESSIONAL SEALS
West Virginia Army National Guard Construction and Facilities
Maintenance Office 1703 Coonskin Drive
Charleston, West Virginia 25311
222 Lee Street, West Charleston, West Virginia 25302
Phone: 304.342.0159 Fax: 304.345.8144 www.zmm.com
ARCHITECTS
ENGINEERS
5/
/2
:4 3:
A
M C
:\U se rs \ja lle n\
D oc um en ts \2
_B ui ld in g
6_ A_
_j al le nA
FM
U Q
.rv t
05.30.2025
Renovations to
CAMP DAWSON -
BUILDING 106
Kingwood, West Virginia West Virginia Army National Guard
CO
NST
RUC
TIO
N D
OC
UM
ENT
S
Kingwood, West VirginiaPROJECT SITE
EXISTING RESIDENTIAL
TYPE IV : FULLY SPRINKLERED
TOTAL: 10,389 SF
GENERAL
G000 COVER SHEET
CIVIL
C400 SITE UTILITY PLAN
C470 SITE UTILITY DETAILS
C471 SITE UTILITY DETAILS
ARCHITECTURAL
A101 DEMOLITION PLAN
A111 DEMOLITION REFLECTED CEILING PLAN
A121 DEMOLITION ROOF PLAN
A131 FLOOR PLAN
A132 ENLARGED PLANS
A141 REFLECTED CEILING PLAN
A151 ROOF PLAN
A310 BUILDING ELEVATIONS
A311 BUILDING SECTIONS
A410 CASEWORK SECTIONS
A510 DOOR AND WINDOW ELEVATIONS AND SCHEDULES
A511 DETAILS
A512 ALTERNATE #1 DETAILS
FIRE PROTECTION
FP130 FIRE PROTECTION ZONING PLAN
FP131 FIRE PROTECTION PLAN
FP132 FIRE PROTECTION DETAILS AND NOTES
PLUMBING
P111 PLUMBING DEMOLITION PLANS
P131 DOMESTIC WATER AND GAS PLUMBING PLAN
P132 SANITARY SEWER AND STORM PLAN
P510 DETAILS
P511 DETAILS
P520 SCHEDULES, NOTES AND LEGEND
P530 SANITARY SEWER AND VENT RISER DIAGRAM
P531 SANITARY SEWER AND VENT RISER DIAGRAM
MECHANICAL
M000 HVAC SYMBOLS, LEGEND AND GENERAL NOTES
M111 HVAC DEMOLITION PLAN
M131 HVAC PLANS
M132 HVAC PIPING PLAN
M310 HVAC SECTIONS & VIEWS
M510 DETAILS
M520 SCHEDULES
M620 HVAC CONTROL DIAGRAMS
ELECTRICAL
E000 ELECTRICAL GENERAL NOTES AND SYMBOLS
E110 ELECTRICAL DEMOLITION PLAN
E131 LIGHTING PLAN
E151 POWER PLAN
E161 MECHANICAL POWER PLAN
E171 SYSTEMS PLAN
E540 LUMINAIRE FIXTURE SCHEDULE AND DETAILS
E550 PANELBOARD SCHEDULES
E551 PANELBOARD SCHEDULES
E552 PANELBOARD SCHEDULES
E553 PANELBOARD SCHEDULES
E554 PANELBOARD SCHEDULES
E580 ELECTRICAL DETAILS
OPEN-CUT 6"
HOT TAP BY
LOCAL UTILITY
(RENOVATION PROJECT)
CONNECT EXISTING MH
I.E 1242.97 COORD W/
LOCAL UTILITY
(SEE DETAIL)
C.O.
GAS SERVICE
EQUIPMENT
PER LOCAL
UTILITY
SWBD
REM/REPL CONC
TRANSFORMER PAD.
COORD SIZE WITH
EQUIPMENT SELECTIONS.
SEE DETAIL.
CAMP DAWSON BUILDING 106
EL
EC
EL
EC
EL
EC
EL
EC
EL
EC
EL
EC
EL
EC
G
AS
G
AS
G
AS
G
AS
W W W W W W W W
W
W
W
W
W
W
W
W
ELE
C.
EL
EC
EL
EC
EL
EC
ELEC.
ELEC.
ELEC.
ELEC.
W
W W
W W
EL
EC
EL
EC
EL
EC
EL
EC
EL
EC
EL
EC
EL
EC
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W W
W W
W W
W
GAS
GAS
GAS
GAS GAS GAS GAS GAS
GAS
GAS
GAS
GAS
GAS
OH
E
OH
E
OH
E
OHE
OHE
O H E
O H E
O H E
O H E
O H E
O H E
O H E
EL
EC
EL
EC
EL
EC
EL
EC
ELEC.
ELEC
ELEC
ELEC
ELEC
EL
EC
EL
EC
EL
EC
EL
EC
EL
EC
EL
EC
EL
EC
EL
EC
EL
EC
EL
EC
ELEC. ELEC. ELEC. ELEC. ELEC. ELEC. ELEC.
ELEC.
ELEC. ELEC. ELEC. ELEC. ELEC. ELEC. ELEC.
EL
EC
ELE
C.
ELE
C.
EL
EC
EL
EC
EL
EC
EL
EC
EL
EC
EL
EC
EL
EC
EL
EC
EL
EC
ELEC.
ELEC.
ELEC.
ELEC.
ELEC.
ELEC. ELEC.
ELEC
ELEC
ELEC
EL
EC
EL
EC
EL
EC
EL
EC
EL
EC
EL
EC
ELEC.
ELEC.
ELEC.
ELEC.
EL
EC
EL
EC
EL
EC
EL
EC
EL
EC
EL
EC
EL
EC
EL
EC
EL
EC
EL
EC
EL
EC
EL
EC
W W
W W
W W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
ELEC
ELEC
ELEC.
ELEC.
ELEC.
FFE = 1249.40
CONTRACTOR SHALL
COORDINATE ALL BUILDING
SERVICE CONNECTIONS WITH
PLUMBING, MECHANICAL,
AND ELECTRICAL PLANS.
SAW CUT
AND
REPLACE
SIDEWALK
(TYP)
OPEN CUT AND REPAIR
TO MATCH EXISTING
PAVEMENT STRUCTURE
SEE DETAIL.
3" P.E. GAS
SERVICE LINE
SEE DETAIL
T/C = 1246.90
MH
3" P.E. GAS
SERVICE LINE
SEE DETAIL
GAS SERVICE TAP
BY LOCAL UTILITY
T.B.
T.B.
ROOF OVERHANG
ROOF OVERHANG
SIDEWALK BELOW
SIDEWALK BELOW
6" SCH 40 PVC
SANITARY SEWER
@ 1.8%
3" DIP POTABLE WATER SERVICE
ROOF OVERHANG
SIDEWALK BELOW
ROOF OVERHANG
SIDEWALK BELOW
FIELD-VERIFY/
AVOID
CONFLICTS
MH
INV. 1244.50
INV. 1244.01
INV. 1243.46
SAW CUT AND
REPLACE SIDEWALK
SEE DETAIL.
EXISTING PAVEMENT
EXISTING PAVEMENT
EXISTING PAVEMENT
EXISTING PAVEMENT
INSTALL (4)
BOLLARDS AS
SHOWN. SEE
DETAIL.
W W W
FIELD-VERIFY EXISTING WATER
SERVICE. REMOVE AND DISPOSE
AS SHOWN.
T.B.3' COMPACTED
CRUSHER-RUN APRON.
TYPICAL ALL PADS
CONC. PAD. COORD SIZE
WITH EQUIPMENT
SELECTIONS
EXISTING PAVEMENT
THIS PAD REQUIRES
SIGNIFICANT GRADE
PREPARATION. 2%
MAXIMUM SLOPE.
GRADE TO DRAIN.
T.B.
REPLACE EXISTING PERIMETER SIDEWALK AROUND THE ENTIRE
PERIMETER OF THE BUILDING, APRROXIMATELY 547 LF. SEE DETAIL.
CONC. PAD. COORD SIZE
WITH EQUIPMENT
SELECTIONS
6" DIP WATER
SERVICE MAIN
(FIRE SERVICE)
SERVICE VALVE.
RIM FLUSH WITH
SIDEWALK.
OPEN-CUT 3"
HOT TAP AND VALVE
BY LOCAL UTILITY
SCREENING/ACCESS
PER SPECIFICATIONS.
TYPICAL ALL PADS.
05.30.2025
21152
C A
M P
D A
W
SO
N
B U
IL
D
IN
G
R en ov at io ns to
Ki ng w oo d, W es t V irg in ia W es t V irg in ia A rm y
N at io na l G ua rd
SITE UTILITY
PLAN
C400
JPM JPM
C O
N
ST
R U
C
TI
O N
D O
C U
M
EN
TS
CHECKED
DATE
COMM. NO.
DRAWN
R
EV
IS
IO
N S
N O
D
ES
C
R
IP
TI
O
N D
A
TE
c by ZMM, LLC
222 Lee Street, West Charleston, West Virginia 25302 Phone: 304.342.0159 Fax: 304.345.8144 www.zmm.com
GENERAL UTILITY NOTES
1. CONTRACTOR IS RESPONSIBLE FOR LOCATION AND COORDINATION WITH BELOW AND ABOVE
GROUND UTILITIES.
2. CONTRACTOR IS RESPONSIBLE FOR TRENCHING, BACK FILLING, AND CUTTING AND PATCHING
OF PAVEMENT AND WALKS.
3. CONTRACTOR SHALL COORDINATE WORK WITH WVANG PRIOR TO BEGINNING WORK AND
SHALL FURNISH AND INSTALL ADDITIONAL ITEMS FOR TIE IN TO UTILITY LINES REQUIRED BY
WVANG AT NO ADDITIONAL COST TO THE OWNER.
4. LAWN AREAS DISTURBED DURING CONSTRUCTION SHALL BE REGRADED, SEEDED, AND
MULCHED TO ORIGINAL CONDITIONS, UNLESS OTHERWISE NOTED.
5. PAVED AREAS DISTURBED DURING CONSTRUCTION SHALL BE REPAIRED TO ORIGINAL
CONDITION, UNLESS OTHERWISE NOTED.
6. THIS PLAN IS SCHEMATIC IN NATURE AND DOES NOT SHOW EVERY COMPONENT NECESSARY
FOR COMPLETE, WORKMANLIKE CONSTRUCTION.
1. FEATURES SHOWN HAVE BEEN DRAWN FROM GOOGLE EARTH MAPPING, FIELD
MEASUREMENTS AND EXISTING DRAWINGS TITLED "TRAINING FACILITIES - PHASE 1 165
PERSON BARRACKS HEADQUARTERS BUILDING ADDITION" DATED 4/30/1987. NO GUARANTEE
THAT THE UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN
SERVICE OR ABANDONED. THE DRAWINGS FURTHER DO NOT WARRANT THAT THE UTILITIES
SHOWN ARE IN THE EXACT LOCATION INDICATED. PRIOR TO ANY EXCAVATION IT IS THE
RESPONSIBILITY OF THE CONTRACTOR TO PHYSICALLY LOCATE THE UNDERGROUND
UTILITIES.
GENERAL NOTES
402001020
SCALE: 1" = 20'-0" FEET
LEGEND
PROPOSED WATER LINE
PROPOSED SANITARY SEWER LINE
PROPOSED GAS LINE
THRUST BLOCKING
SANITARY CLEAN-OUT
EQUIPMENT SCREENING
T.B.
C.O.
AutoCAD SHX Text
DI
05.30.2025
21152
C A
M P
D A
W
SO
N
B U
IL
D
IN
G
R en ov at io ns to
Ki ng w oo d, W es t V irg in ia W es t V irg in ia A rm y
N at io na l G ua rd
SITE UTILITY
DETAILS
C470
BSM JPM
C O
N
ST
R U
C
TI
O N
D O
C U
M
EN
TS
CHECKED
DATE
COMM. NO.
DRAWN
R
EV
IS
IO
N S
N O
D
ES
C
R
IP
TI
O
N D
A
TE
c by ZMM, LLC.
222 Lee Street, West Charleston, West Virginia 25302 Phone: 304.342.0159 Fax: 304.345.8144 www.zmm.com
SCALE: NOT TO SCALE
C470
SITE TRANSFORMER DETAIL
12" 8' - 0"
NOTES:
1. WHERE POSSIBLE, DO NOT PLACE CONDUIT UNDER THIS SECTION OF FOUNDATION.
2. REINFORCING: #4 BARS 12" C.C. BOTH WAYS.
3. WHEN INSTALLING CONDUIT, DISTURB GROUND IN FOUNDATION AREA AS LITTLE AS
POSSIBLE.
4. TOP OF FOUNDATINON TO BE SMOOTH AND LEVEL. FINAL GRADE SHALL SLOPE AWAY
FROM PAD.
5. CONCRETE SHALL BE 3500 PSI AT 28 DAYS AND 1:2:4 MIXTURE WITH 6 GAL. MAX. WATER
CONTENT PER SACK OF CEMENT.
6. 1-1/4" GALVANIZED RIDGID STEEL CONDUIT UNDER PAD FOR GROUND WIRE.
7. LOCATE CONDUITS UNDER PRIMARY AND SECONDARY BUSHINGS. COORDINATE WITH
TRANSFORMER MANUFACTURER FOR EXACT LOCATION OF BUSHINGS.
8. TRANSFORMER PAD REQUIRES A MINIMUM OF 3'-0" CLEARANCE AROUND EACH SIDE AND
BACK OF PAD. A 15'-0" CLEARANCE IS REQUIRED ON FRONT SIDE OF PAD.
9. TRANSFORMER PAD SHALL EXTEND 4" BEYOND TRANFORMER ENCLOSURE SELECTED.
10. PROVIDE 6" OF COMPACTED CLASS 1 STONE UNDER TRANSFORMER PAD.
SEE NOTE 6
18"
12" 30"
PRIMARY
30"
SECONDARY
18"
SEE NOTE 2
12"
ITEM DESCRIPTION
CONDUIT, PVC SCHEDULE 40
ADAPTER, CONDUIT, GALV. TO PVC (REQUIRED SIZE)
CONDUIT BUSHING (REQUIRED SIZE)
CONDUIT, 90-DEGREE BEND, RGSC (REQUIRED SIZE)
EXOTHERMIC WELD CONNECTION, TYPICAL.
3/4" X 10'-0" COPPER CLAD GROUND ROD IN TEST WELL. SEE DETAILS. TYPICAL OF 2.
CONDUCTOR, COPPER, #4/0 BARE
3/4" X 10'-0" COPPER CLAD GROUND ROD. TYPICAL OF 2.
FINISH GRADE
1 4 2
SEE POWER
RISER DETAIL
1" BEVEL 6
12" MIN.
60"
MIN.
2 3" 3
M
IN
8" 4"
3"
6"
1" 3'
8"
SE
E
N O
TE
VE
R
IF
Y
EX
IS
TI
N
G
IN
F
IE
LD
SEE NOTE 7
SEE NOTE 10
SEE NOTE 3
NOTE:
COORDINATE PAD DIMENSIONS WITH TRANSFORMER TO BE PROVIDED PRIOR
TO ANY CONSTRUCTION.
TYPICAL BOLLARD DETAIL
SCALE: N.T.S.
C470
A
48"
B
24"
PIPE
6"
SIZE
BOLLARD DETAILS
B
SET POST IN
CONCRETE
FINISHED GRADE
CONCRETE CAP
PAINT POST GREY
STEEL PIPE
2" WIDE, WHITE REFLECTIVE
TAPE
PAINT TOP 18" OF POST
SAFETY YELLOW
FILL POST WITH CONCRETE
6"
12"
27"
1"
A
6"
12" 3"
SCALE: NOT TO SCALE
C470
ELECTRICAL DUCT BANK DETAIL
12" WIDE FOIL BACKED
MARKING TAPE
BACKFILL USING SATIFACTORY
MATERIAL IN ACCORDANCE
WITH SPECIFICATIONS
CONCRETE ENCASEMENT FOR
CONDUIT PROTECTION
-3,000 PSI CONCRETE
-6" SLUMP
3"
3"
3"
" M
IN
3" SCH 40 PVC DUCTS, TYP.
12"
CONCRETE SIDEWALK DETAIL1
C470 N.T.S.
VARIES, SEE PLANS
3" TOOL BANDING ON
ALL EDGES
ROUGH BROOM TEXTURE / FINISH
PERPENDICULAR TO TRAFFIC FLOW
TYP. JOINT (CONTRACTOR TO
DELINEATE PER NOTE BELOW)
PLAN
4"
4"
SCORE JOINT
1" DEEP - 14" WIDE
8" RADIUS, TYP.
2" EXPANSION JOINT OR
SAWED SCORE JOINT
8" RADIUS, TYP.
2" EXPANSION JOINT
WITH SELF LEVELING SEALANT
RIGID STRUCTURE
CONCRETE
COMPACTED AGGREGATE
STONE BASE
COMPACTED SUBBASE
GROOVE AND EXPANSION JOINTS (TYPICAL) IN SIDEWALK
NOTES:
1. CONCRETE SHALL BE AIR-ENTRAINED WITH A
COMPRESSIVE STRENGTH OF 4500 PSI IN 28 DAYS.
2. A GROOVE JOINT 1" DEEP WITH 18" RADII SHALL BE
REQUIRED IN THE CONCRETE SIDEWALK AT A
SPACING EQUAL TO THE SIDEWALK WIDTH OR AS
SHOWN ON PLANS.
3. ONE SEALED 12" EXPANSION JOINT WILL BE
REQUIRED AT 20' INTERVALS (NOT TO EXCEED 30')
AND MATCHING EXPANSION / CONSTRUCTION
JOINT IN ADJACENT CURB.
4. A SEALED 12" EXPANSION JOINT WILL BE REQUIRED
WHERE THE SIDEWALK JOINS ANY RIGID
STRUCTURE. SIDEWALK AT DRIVEWAY ENTRANCES
TO BE 6" THICK.
5. MINIMUM WIDTH OF SIDEWALKS SHALL BE 5',
UNLESS OTHERWISE INDICATED.
6. SIDEWALK TO BE POURED TO END TO RADIUS AT
INTERSECTING STREETS.
7. CONCRETE FINISH TO BE ROUGH BROOM TEXTURE
/ FINISH PERPENDICULAR TO TRAFFIC.
8. TYPICAL JOINT LOCATIONS TO BE REFERENCED
PER LAYOUT PLAN, CONTRACTOR RESPONSIBLE
TO CONFORM TO ALL NOTED ITEMS ABOVE.
6X6 W2.9 X W2.9 WWF
OR FIBROUS REINFORCEMENT
NOTE:
COORDINATE WIRING WITH ELECTRICAL PLAN.
4" M
IN.
4" M
IN
" C
O
VE
R
1' -0
D"
12" MIN.
COMPACTED SOIL
BACKFILL
SAND BEDDING
MATERIAL
COMPACTED SUBGRADE
FINISHED GRADE
TRACING WIRE AND WARNING
TAPE 12" BELOW FINISHED
GRADE
PAVEMENT / SHOULDER
MATERIAL
NO SCALE:
C470
GAS LINE TRENCH DETAIL
1-5/8" DIAMETER STANDARD WEIGHT,
SCHEDULE 40, GALVANIZED STEEL PIPE
BOTTOM RAIL.
2" (50.8mm) GALVANIZED MESH, 0.192", (4.88mm) DIA. ZINC-COATED
(GALVANIZED) FABRIC
2-3/8" DIAMETER STANDARD WEIGHT,
SCHEDULE 40, GALVANIZED STEEL PIPE
LINE POST. (CORNER AND END POSTS
TO BE 4" DIAMETER SCHEDULE 40
GALVANIZED.)
1-5/8" DIAMETER STANDARD WEIGHT,
SCHEDULE 40, GALVANIZED STEEL PIPE
TOP RAIL.
POSTS 10' O.C.
MAX SPACING
CONCRETE FOOTING
CHAIN LINK FENCE DETAIL4
C470 NOT TO SCALE
3 - STRAND BARBWIRE (WHERE
INDICATED ON PLANS)
NOTES:
1. SEE SPECIFICATIONS FOR FENCE / GATE INFORMATION.
2. FENCE FABRIC, POSTS, RAILS, AND FITTINGS SHALL HAVE BLACK
VINYL COATING, (WHERE INDICATED ON PLANS).
3'-0"
3"-5" SMOOTH RIVER STONE
6" MIN.
COMPACTED SUBGRADE
SLOPE AWAY FROM BUILDING
FABRIC SEPARATION
CONCRETE WALK
SIDEWALK OFFSET FROM BUILDING DETAIL7
C470
GRAVEL SECTION BETWEEN HVAC PADS
BUILDING
3'-0"
COMPACTED SUBGRADE
CONCRETE WALK
SECTION AT HVAC PAD
BUILDING
4,500 PSI CONCRETE
#5 BARS @ 12" EW
PAD 8" ABOVE GRADE
2" EXPANSION JOINT
WITH SELF LEVELING SEALANT
2" EXPANSION JOINT
WITH SELF LEVELING SEALANT
NOTE:
COORDINATE PAD LOCATIONS AND WIDTH WITH MECHANICAL PLAN.
NOT TO SCALE
FINISHED GRADE
05.30.2025
21152
C A
M P
D A
W
SO
N
B U
IL
D
IN
G
R en ov at io ns to
Ki ng w oo d, W es t V irg in ia W es t V irg in ia A rm y
N at io na l G ua rd
SITE UTILITY
DETAILS
C471
BSM JPM
C O
N
ST
R U
C
TI
O N
D O
C U
M
EN
TS
CHECKED
DATE
COMM. NO.
DRAWN
R
EV
IS
IO
N S
N O
D
ES
C
R
IP
TI
O
N D
A
TE
c by ZMM, LLC.
222 Lee Street, West Charleston, West Virginia 25302 Phone: 304.342.0159 Fax: 304.345.8144 www.zmm.com
FLEXIBLE GASKET CONNECTOR
10" MINIMUM FROM
MANHOLE JOINT
INFLUENT PIPE (PVC)
10" MINIMUM FROM
MANHOLE JOINT
2" MAX
1" MIN
EXISTING OR NEW PRECAST
CONCRETE MANHOLE
90° BEND IN CONCRETE OR BRICK
BENCH TO CROWN OF PIPE.
1" GROUT BETWEEN PVC PIPE AND
CONCRETE OR BRICK.
I.D. DROP PIPE
SET CHANNEL 2" BELOW CROWN
OF DISCHARGE SEWER PIPE
SLOPE CHANNEL AND PROVIDE SMOOTH
TRANSITION INTO CHANNEL FLOW
BENCH
1-1/2" WIDE, 11 GAUGE STAINLESS STEEL
ADJUSTABLE CLAMPING BRACKETS AT 4" MAX
SPACING (MIN. OF 2 PER PIPE JOINT)
ANCHORED WITH 3 8" S.S. EXPANSION BOLTS
PVC DROP PIPE SECTIONS. THE SAME
DIAMETER AS INFLUENT PIPE
COUPLING
FIBERGLASS DROP BOWL. INSTALL PER
MANUFACTURERS' REQUIREMENTS
CUT A "V" SHAPED NOTCH AT THE BOTTOM
OF INFLUENT PIPE
NOTES:
1. THIS DETAIL MAY BE USED FOR CONNECTIONS TO PRECAST MANHOLES ONLY.
2. ONLY ONE INSIDE DROP CONNECTION PER MANHOLE WILL BE ALLOWED, UNLESS OTHERWISE
INDICATED ON THE DRAWINGS.
3. THE DROP BOWL SHALL NOT EXTEND INTO THE AREA THAT IS DEFINED BY THE PROJECTION
OF THE MANHOLE ENTRANCE VERTICALLY DOWN TO THE MANHOLE BOTTOM. IF NECESSARY,
MANHOLE FRAME, COVER, CONE SECTION AND STEPS SHALL BE REMOVED AND PLACED TO
ALLOW FOR UNOBSTRUCTED ENTRY AND EXIT.
NO SCALE:
7 MANHOLE INSIDE DROP CONNECTION
C471NO SCALE:
C471
CLEANOUT DETAIL
ZURN ZN1400-HD (SEE SPEC FOR
CONCRETE WALK COVER REQUIREMENT)
2'-0"
8"
NOTES:
1. PIPE MUST NOT SUPPORT
INSPECTION FRAME AT ANY POINT.
2. CLEANOUT TO BE SAME SIZE AS
MAIN STORM LINE.
PIPE JOINTS AS REQUIRED
45° BEND
45° "Y" BRANCH OR BEND
D"
APPROVED BACKFILL
MECHANICALLY COMPACTED
IN 12" LIFTS
BEDDING MATERIAL #8 STONE TO
6" ABOVE PIPE
PIPE PER PLANS AND
SPECIFICATIONS
COMPACTED SUBGRADE
12"
MIN.
METALLIC LOCATING TAPE
LAY PIPE WITH PIPE SIZE
MARKINGS VISIBLE AT TOP
OF PIPE
PAVEMENT
FINISHED GRADE
NO SCALE:
C471
SANITARY TRENCH DETAIL
TEE INSTALLATION
CAP
DUC - LUG
8" DIA. ALL THREAD
ROD
FRICTION CLAMPCONC. COLLAR
90° BEND INSTALLATIONEND CAP RESTRAINT
THRUST BLOCK SCHEDULE
S.F. AREA AGAINST UNDISTURBED SOIL 150 PSI @ SOIL BEARING CAPACITY OF
1000 LBS/FT i.e. SOFT CLAY
PIPE SIZE TEE OR
DEAD END 90°45°22 1/2°11 1/4°
2"
6"
8"
12"
1. ALL PIPE AND FITTINGS SHALL BE WRAPPED WITH1. POLYETHYLENE SHEET TO PREVENT CONTACT WITH CONCRETE.
2. USE MECHANICAL JOINT FITTINGS WITH MEGA LUGS AT ALL LOCATIONS REQUIRING THRUST BLOCKING
3. THRUST BLOCKING BEARING SURFACES TO BE PLACED AGAINST UNDISTURBED EARTH (SEE THRUST BLOCK
SCHEDULE FOR SIZES)
NOTES:
11 1/4° - 45° BEND INSTALLATION
RETAINER GLAND TYPICAL
6 2 3 5 9
13 3 6 10 19
23 5 9 18 33
52 10 20 39 71
NO SCALE:
C471
TYPICAL THRUST BLOCK DETAIL
HORIZONTAL SLOT CUT IN VALVE BOX
APPROXIMATLEY 12" BELOW GRADE TO
ACCEPT COATED #12 THNN SOLID COPPER
TRACER WIRE. PULL ENOUGH WIRE
THROUGH SLOT TO ALLOW 4' OF ACCESS
ABOVE GRADE.
RESILIENT WEDGE TYPE GATE VALVE
PER AWWA C-515, UNLESS OTHERWISE
SHOWN ON DRAWINGS.
CONCRETE BEARING PAD TO
BE USED WITH PVC OR PE PIPE
BRICK OR AGGREGATE
FILL AS REQ'D.
ADJUSTABLE CAST IRON
VALVE BOX BASE
ADJUSTABLE
SHAFT
COMPACTED BACKFILL
TYPICAL AROUND
FOR BEDDING MATERIAL SEE
TRENCH BEDDING DETAIL 9
C340
3"
WATER MAIN
1. PROVIDE PLASTIC POST - TYPE VALVE LOCATOR AT EACH VALVE LOCATION.
2. ALL VALVES ON FIRE SERVICE MAINS REQUIRE TAMPER SWITCHES WITH
CONTROL CIRCUIT TO MAIN FIRE CONTROL PANEL.
NOTES:
TYPICAL VALVE BOX INSTALLATION
NO SCALE:
EXISTING OR PROPOSED
FINISHED GRADE C.I. VALVE BOX COVER
" M
IN
O R
A S
AP
PR
O
VE
D B
Y
EN
G
IN
EE
R
ADJUSTABLE
SHAFT
C471
DOMESTIC METER BOX DETAIL
C471
2" WATER METER
AND SETTER BY
CONTRACTOR
FLOW
FROM WATER MAIN
3" 2"
WATER DRUM BY
CONTRACTOR
4" M
IN
METALLIC CAUTION TAPE
PER SPECIFICATIONS
SAND BEDDING
MATERIAL
SAND BEDDING
MATERIAL
COMPACTED SUBGRADE
" M
IN
.1'
-0
COMPACTED BACKFILL
PER SPECIFICATIONS
12"
MIN.
PAVEMENT / SHOULDER
MATERIAL
NO SCALE:
C471
WATER LINE TRENCH DETAIL
NO SCALE:
3"x2" REDUCER
BY CONTRACTOR
3"2"
3"x2" REDUCER
BY CONTRACTOR
AutoCAD SHX Text
FINISHED GRADE
1 1 1 1 1 11 1 1 1 1 1 1 1 1
1 1 1 1
1 1 1 1 1 1 1 1 1 1 1 1 1
111111111111 1
11 11 11 11 1 11 11
2 2 2 2 2 22 2 2 2 2 2 2 2 2
2 2 2 2 2 2 2 2 2 2 2 2 2
99 9 9 9 9 99 9101010 1010101010
11 11 11 11 11 11 11 11 11
11 11 11 11
11 11 11 11 11 11 11 11 11 11 11 1111
15 15 15 15
15 15 15
16161616
15 15
16 16 16 16
17 17 17
1.
2.
3.
4.
5.
6.
ALL DEMOLITION WORK SHALL BE PERFORMED IN COMPLIANCE WITH ALL
APPLICABLE LOCAL, STATE AND FEDERAL CODES AND REGULATIONS.
THE DEMOLITION PLANS ARE INTENDED TO REASONABLY REPRESENT EXISTING
CONDITIONS. ACTUAL CONDITIONS MAY DEVIATE FROM THAT SHOWN ON THE
DRAWINGS. THE CONTRACTOR SHALL VISIT THE JOBSITE AND VERIFY ACTUAL
CONDITIONS AND COORDINATE THE DEMOLITION WORK WITH THE NEW WORK SO
THAT DEMOLITION IS COMPLETE. FIELD VERIFY ALL DIMENSIONS SHOWN ON
DRAWINGS PRIOR TO CONSTRUCTION AND NOTIFY ARCHITECT OF ANY
DISCREPANCIES.
PROVIDE ALL LABOR, MATERIAL, EQUIPMENT AND SERVICES AND PERFORM ALL
OPERATIONS REQUIRED FOR COMPLETE INTERIOR DEMOLITION AND RELATED
WORK AS DESCRIBED AND SPECIFIED HEREIN, AND AS MAY BE REASONABLY
IMPLIED AS NECESSARY TO COMPLETE NEW CONSTRUCTION WORK.
THE CONTRACTOR SHALL BE AWARE THAT THE BUILDING WILL BE OCCUPIED AND
IN-USE DURING THE LENGTH OF THE CONTRACT. THE CONTRACTOR SHALL
CONDUCT THEIR OPERATIONS SO THAT THERE WILL BE MINIMUM INTERFERENCE
WITH THE CONTINUED OPERATIONS OF THE BUILDING AND STAFF. COORDINATE
TIMING AND HOURS OF DEMOLITION OPERATIONS WITH THE OWNER. MINIMIZE
NOISE FROM DEMOLITION OPERATIONS PARTICULARLY WHEN CONDUCTED
DURING REGULAR WORKING HOURS.
CONDUCT DEMOLITION OPERATIONS TO PREVENT INJURY TO PEOPLE AND
DAMAGE TO ADJACENT BUILDING AREAS. THE CONTRACTOR SHALL TAKE ALL
PRECAUTIONS TO ENSURE SAFE PASSAGE OF PEOPLE THROUGH AND AROUND
SELECTIVE DEMOLITION AREAS. MAINTAIN SAFE MEANS OF EGRESS FROM THE
BUILDING AT ALL TIMES.
THE CONTRACTOR IS RESPONSIBLE FOR INSURING THE STRUCTURAL STABILITY
OF THE EXISTING BUILDING IN THE AREAS INVOLVING NEW WORK OR FOR
PROTECTING THE EXISTING BUILDING FROM DAMAGE DURING THE COURSE OF
THE WORK. DO NOT ALTER THE STRUCTURAL INTEGRITY OF THE EXISTING
BUILDING OR ITS ASSEMBLIES UNLESS SPECIFICALLY DIRECTED TO BY THE
ARCHITECT.
GENERAL NOTES
7.
8.
9.
10.
11.
NO DEMOLITION SHALL OCCUR WHICH LEAVES THE BUILDINGS INTERIOR WITHOUT
WEATHER PROTECTION. ALL DEMOLITION AT EXTERIOR SURFACES SHALL BE
FOLLOWED IMMEDIATELY BY PROTECTIVE CONSTRUCTION. THE CONTRACTOR
SHALL PROVIDE AND INSTALL SECURE TEMPORARY PROTECTION IN ALL
OPENINGS.
EXISTING CONSTRUCTION TO REMAIN UNLESS OTHERWISE NOTED. THE
CONTRACTOR SHALL TAKE ALL POSSIBLE PRECAUTIONS AGAINST DAMAGE TO ALL
EXISTING CONSTRUCTION INTENDED TO REMAIN. TAKE CARE NOT TO ENCROACH
ON ADJACENT OCCUPIED AREAS OR AREAS NOT WITHIN THE SCOPE OF WORK.
ANY DAMAGE CAUSED BY THE CONTRACTOR'S DEMOLITION OPERATIONS SHALL
BE REPAIRED AT CONTRACTOR'S EXPENSE TO THE COMPLETE SATISFACTION OF
THE ARCHITECT AND OWNER.
GENERAL CONTRACTOR SHALL MAINTAIN A SEPARATION BETWEEN AREAS WITHIN
THE SCOPE OF THE WORK AND AREAS OUTSIDE THE SCOPE OF THE WORK BY
PROVIDING A DUST BARRIER FOR PROTECTION OF EXISTING AREAS TO REMAIN AS
REQUIRED. USE ALL MEANS NECESSARY TO PREVENT THE SPREAD OF DUST TO
ADJACENT AREAS.
REMOVE FROM SITE ALL DEMOLISHED MATERIALS, DEBRIS AND RUBBISH ON A
DAILY BASIS. DO NOT ACCUMULATE DEBRIS ON THE FLOOR OR AT THE SITE.
DISPOSE OF ALL DEMOLISHED OR REMOVED MATERIALS LEGALLY OFF THE SITE
COMPLYING WITH ALL LOCAL HAULING AND DISPOSAL REQUIREMENTS. UPON
COMPLETION, CLEAN ALL AREAS IMPACTED BY THE DEMOLITION, INCLUDING, BUT
NOT LIMITED TO, ADJACENT OCCUPIED AREAS AND AREAS NOT WITHIN THE
SCOPE OF WORK.
REMOVAL AS DESCRIBED HEREIN SHALL BE ACCOMPLISHED WITHOUT STORING
ON THE FLOOR EXCESSIVE QUANTITIES OF ANY MATERIALS OR WASTE RESULTING
FROM THE REMOVAL OPERATIONS ON THE FLOOR.
12.
13.
14.
15.
16.
17.
18.
19.
CONTRACTOR TO REVIEW WITH ARCHITECT ALL ITEMS SCHEDULED TO BE
DEMOLISHED, SALVAGED AND RELOCATED. SAID ITEMS TO BE REMOVED
CAREFULLY, PROTECTED AND STORED PRIOR TO RELOCATION.
THE ARCHITECT HAS NO KNOWLEDGE OF AND SHALL NOT BE HELD LIABLE FOR
ANY ASBESTOS OR OTHER HAZARDOUS MATERIALS ON JOBSITE. IF THE
CONTRACTOR ENCOUNTERS WHAT APPEARS TO BE HAZARDOUS MATERIALS
DURING CONSTRUCTION, HE SHALL IMMEDIATELY ISOLATE THE AFFECTED AREAS
AND FOLLOW THE PROCEDURES OUTLINED IN THE PROJECT MANUAL FOR
RESOLUTION.
DEMO PLAN KEYED NOTES APPLY TO ITEMS TAGGED, AND REPETITIVE/TYPICAL
ITEMS & CONDITIONS WHICH MAY ONLY BE TAGGED AT ONE LOCATION AND NOT
AT EVERY OCCURRENCE.
REPAIR ALL AREAS DAMAGED DURING DEMOLITION TO MATCH ADJACENT
CONSTRUCTION.
PREPARE ALL AREAS REMAINING AFTER DEMOLITION TO RECEIVE NEW FINISH
AND/OR CONSTRUCTION.
REFER TO MECHANICAL, ELECTRICAL, AND PLUMBING DRAWINGS FOR ADDITIONAL
DEMOLITION.
PARGE ALL CMU DAMAGED DURING DEMOLITION IN AREAS TO REMAIN EXPOSED
TO MATCH ADJACENT CONSTRUCTION.
PATCH ALL HOLES IN WALLS, ROOFS, FLOOR SLABS, ETC. FROM DEMOLITION OF
EXISTING MECHANICAL, ELECTRICAL, AND PLUMBING EQUIPMENT TO MATCH
ADJACENT CONSTRUCTION.
c by ZMM, INC.
CHECKED
DATE
COMM. NO.
DRAWN
222 Lee Street, West Charleston, West Virginia 25302 Phone: 304.342.0159 Fax: 304.345.8144 www.zmm.com
ARCHITECTS
ENGINEERS
5/
/2
:4 4:
A
M C
:\U se rs \ja lle n\
D oc um en ts \2
_B ui ld in g
6_ A_
_j al le nA
FM
U Q
.rv t
A101
21152
05.30.2025
DEMOLITION
PLAN
R en ov at io ns to C
A M
P D
A W
SO
N
B
U
IL
D
IN
G
W es t V irg in ia A rm y
N at io na l G ua rd Ki ng w oo d, W es t V irg in ia
C O
N
ST
R U
C
TI
O N
D O
C U
M
EN
TS
NHS
JSA
ARK
1/8" = 1'-0"1 DEMOLITION PLAN
KEYED NOTES
1 REMOVE DOOR AND FRAME
2 REMOVE WINDOW SYSTEM - REMOVE SILL FLASHING AND INTERIOR SILL -
REMOVE CURTAINS AND ALL ASSOCIATED HARDWARE INCLUDING VERTICAL
WOOD TRIM BOARD
3 REMOVE WINDOW SYSTEM
4 REMOVE UTILITY SINK
5 REMOVE WASHER AND DRYER
7 REMOVE ENTIRE KITCHENETTE INCLUDING UPPER AND LOWER CABINETS,
COUNTERTOP, SINK, REFRIGERATOR, COOKTOP, BACKSPLASH, MICROWAVE, ETC.
8 REMOVE FULL HEIGHT OF PARTITION TO EXTENT SHOWN
9 REMOVE VANITY INCLUDING BASE CABINETS, COUNTERTOP, SINKS, WALL
MIRRORS, TOWEL RACKS, WALL-MOUNTED DISPENSERS, ETC.
10 REMOVE TOILET, BATHTUB, TUB SURROUND, TILE FLOORING, WALL BASE,
SHOWER CURTAIN/ROD, TOILET PAPER DISPENSER, AND ALL TOILET
ACCESSORIES
11 REMOVE FLOOR FINISH DOWN TO EXISTING CONCRETE SLAB AND WALL BASE
THROUGHOUT ENTIRE SPACE
12 REMOVE SOFFIT PANELS AND ALL ASSOCIATED ITEMS
13 REMOVE SUSPENDED ACOUSTICAL CEILING AND ALL ASSOCIATED ITEMS
14 REMOVE WALL AS REQUIRED TO ACCOMMODATE NEW OPENING
15 REMOVE DOWNSPOUT - ALTERNATE #1 - EXISTING DOWNSPOUT BOOT TO REMAIN
16 HATCHING INDICATES EXTENT OF CONCRETE SIDEWALK TO BE REMOVED
17 SIDEWALK DEMOLITION EXTENDS FOR FULL LENGTH OF SIDEWALK AND STOPS AT
ADJACENT PAVING
18 REMOVE GUTTER - ALTERNATE #1
19 SAND HATCHING INDICATES EXTENT OF ASPHALT SHINGLE ROOFING AND ANY
UNDERLAYMENTS TO BE REMOVED DOWN TO EXISTING SHEATHING - REMOVE
ALL PERIMETER TRIM AND FLASHINGS - ALTERNATE #1
20 REMOVE LOUVERS AND ANY SIDING ABOVE ROOF AND BELOW UPPER OVERHANG
21 REMOVE EXISTING CMU WALL TO EXTENT SHOWN
R
EV
IS
IO
N S
N O
D
ES
C
R
IP
TI
O
N D
A
TE
1.
2.
3.
4.
5.
6.
ALL DEMOLITION WORK SHALL BE PERFORMED IN COMPLIANCE WITH ALL
APPLICABLE LOCAL, STATE AND FEDERAL CODES AND REGULATIONS.
THE DEMOLITION PLANS ARE INTENDED TO REASONABLY REPRESENT EXISTING
CONDITIONS. ACTUAL CONDITIONS MAY DEVIATE FROM THAT SHOWN ON THE
DRAWINGS. THE CONTRACTOR SHALL VISIT THE JOBSITE AND VERIFY ACTUAL
CONDITIONS AND COORDINATE THE DEMOLITION WORK WITH THE NEW WORK SO
THAT DEMOLITION IS COMPLETE. FIELD VERIFY ALL DIMENSIONS SHOWN ON
DRAWINGS PRIOR TO CONSTRUCTION AND NOTIFY ARCHITECT OF ANY
DISCREPANCIES.
PROVIDE ALL LABOR, MATERIAL, EQUIPMENT AND SERVICES AND PERFORM ALL
OPERATIONS REQUIRED FOR COMPLETE INTERIOR DEMOLITION AND RELATED
WORK AS DESCRIBED AND SPECIFIED HEREIN, AND AS MAY BE REASONABLY
IMPLIED AS NECESSARY TO COMPLETE NEW CONSTRUCTION WORK.
THE CONTRACTOR SHALL BE AWARE THAT THE BUILDING WILL BE OCCUPIED AND
IN-USE DURING THE LENGTH OF THE CONTRACT. THE CONTRACTOR SHALL
CONDUCT THEIR OPERATIONS SO THAT THERE WILL BE MINIMUM INTERFERENCE
WITH THE CONTINUED OPERATIONS OF THE BUILDING AND STAFF. COORDINATE
TIMING AND HOURS OF DEMOLITION OPERATIONS WITH THE OWNER. MINIMIZE
NOISE FROM DEMOLITION OPERATIONS PARTICULARLY WHEN CONDUCTED
DURING REGULAR WORKING HOURS.
CONDUCT DEMOLITION OPERATIONS TO PREVENT INJURY TO PEOPLE AND
DAMAGE TO ADJACENT BUILDING AREAS. THE CONTRACTOR SHALL TAKE ALL
PRECAUTIONS TO ENSURE SAFE PASSAGE OF PEOPLE THROUGH AND AROUND
SELECTIVE DEMOLITION AREAS. MAINTAIN SAFE MEANS OF EGRESS FROM THE
BUILDING AT ALL TIMES.
THE CONTRACTOR IS RESPONSIBLE FOR INSURING THE STRUCTURAL STABILITY
OF THE EXISTING BUILDING IN THE AREAS INVOLVING NEW WORK OR FOR
PROTECTING THE EXISTING BUILDING FROM DAMAGE DURING THE COURSE OF
THE WORK. DO NOT ALTER THE STRUCTURAL INTEGRITY OF THE EXISTING
BUILDING OR ITS ASSEMBLIES UNLESS SPECIFICALLY DIRECTED TO BY THE
ARCHITECT.
GENERAL NOTES
7.
8.
9.
10.
11.
NO DEMOLITION SHALL OCCUR WHICH LEAVES THE BUILDINGS INTERIOR WITHOUT
WEATHER PROTECTION. ALL DEMOLITION AT EXTERIOR SURFACES SHALL BE
FOLLOWED IMMEDIATELY BY PROTECTIVE CONSTRUCTION. THE CONTRACTOR
SHALL PROVIDE AND INSTALL SECURE TEMPORARY PROTECTION IN ALL
OPENINGS.
EXISTING CONSTRUCTION TO REMAIN UNLESS OTHERWISE NOTED. THE
CONTRACTOR SHALL TAKE ALL POSSIBLE PRECAUTIONS AGAINST DAMAGE TO ALL
EXISTING CONSTRUCTION INTENDED TO REMAIN. TAKE CARE NOT TO ENCROACH
ON ADJACENT OCCUPIED AREAS OR AREAS NOT WITHIN THE SCOPE OF WORK.
ANY DAMAGE CAUSED BY THE CONTRACTOR'S DEMOLITION OPERATIONS SHALL
BE REPAIRED AT CONTRACTOR'S EXPENSE TO THE COMPLETE SATISFACTION OF
THE ARCHITECT AND OWNER.
GENERAL CONTRACTOR SHALL MAINTAIN A SEPARATION BETWEEN AREAS WITHIN
THE SCOPE OF THE WORK AND AREAS OUTSIDE THE SCOPE OF THE WORK BY
PROVIDING A DUST BARRIER FOR PROTECTION OF EXISTING AREAS TO REMAIN AS
REQUIRED. USE ALL MEANS NECESSARY TO PREVENT THE SPREAD OF DUST TO
ADJACENT AREAS.
REMOVE FROM SITE ALL DEMOLISHED MATERIALS, DEBRIS AND RUBBISH ON A
DAILY BASIS. DO NOT ACCUMULATE DEBRIS ON THE FLOOR OR AT THE SITE.
DISPOSE OF ALL DEMOLISHED OR REMOVED MATERIALS LEGALLY OFF THE SITE
COMPLYING WITH ALL LOCAL HAULING AND DISPOSAL REQUIREMENTS. UPON
COMPLETION, CLEAN ALL AREAS IMPACTED BY THE DEMOLITION, INCLUDING, BUT
NOT LIMITED TO, ADJACENT OCCUPIED AREAS AND AREAS NOT WITHIN THE
SCOPE OF WORK.
REMOVAL AS DESCRIBED HEREIN SHALL BE ACCOMPLISHED WITHOUT STORING
ON THE FLOOR EXCESSIVE QUANTITIES OF ANY MATERIALS OR WASTE RESULTING
FROM THE REMOVAL OPERATIONS ON THE FLOOR.
12.
13.
14.
15.
16.
17.
18.
19.
CONTRACTOR TO REVIEW WITH ARCHITECT ALL ITEMS SCHEDULED TO BE
DEMOLISHED, SALVAGED AND RELOCATED. SAID ITEMS TO BE REMOVED
CAREFULLY, PROTECTED AND STORED PRIOR TO RELOCATION.
THE ARCHITECT HAS NO KNOWLEDGE OF AND SHALL NOT BE HELD LIABLE FOR
ANY ASBESTOS OR OTHER HAZARDOUS MATERIALS ON JOBSITE. IF THE
CONTRACTOR ENCOUNTERS WHAT APPEARS TO BE HAZARDOUS MATERIALS
DURING CONSTRUCTION, HE SHALL IMMEDIATELY ISOLATE THE AFFECTED AREAS
AND FOLLOW THE PROCEDURES OUTLINED IN THE PROJECT MANUAL FOR
RESOLUTION.
DEMO PLAN KEYED NOTES APPLY TO ITEMS TAGGED, AND REPETITIVE/TYPICAL
ITEMS & CONDITIONS WHICH MAY ONLY BE TAGGED AT ONE LOCATION AND NOT
AT EVERY OCCURRENCE.
REPAIR ALL AREAS DAMAGED DURING DEMOLITION TO MATCH ADJACENT
CONSTRUCTION.
PREPARE ALL AREAS REMAINING AFTER DEMOLITION TO RECEIVE NEW FINISH
AND/OR CONSTRUCTION.
REFER TO MECHANICAL, ELECTRICAL, AND PLUMBING DRAWINGS FOR ADDITIONAL
DEMOLITION.
PARGE ALL CMU DAMAGED DURING DEMOLITION IN AREAS TO REMAIN EXPOSED
TO MATCH ADJACENT CONSTRUCTION.
PATCH ALL HOLES IN WALLS, ROOFS, FLOOR SLABS, ETC. FROM DEMOLITION OF
EXISTING MECHANICAL, ELECTRICAL, AND PLUMBING EQUIPMENT TO MATCH
ADJACENT CONSTRUCTION.
12 12 12
12 12 12
15 15 15 15 15 15 15 15
15 15 15 15 15 15 15 15
181818
18 18 18 c by ZMM, INC.
CHECKED
DATE
COMM. NO.
DRAWN
222 Lee Street, West Charleston, West Virginia 25302 Phone: 304.342.0159 Fax: 304.345.8144 www.zmm.com
ARCHITECTS
ENGINEERS
5/
/2
:4 4:
A
M C
:\U se rs \ja lle n\
D oc um en ts \2
_B ui ld in g
6_ A_
_j al le nA
FM
U Q
.rv t
A111
21152
05.30.2025
DEMOLITION
REFLECTED
CEILING PLAN
R en ov at io ns to C
A M
P D
A W
SO
N
B
U
IL
D
IN
G
W es t V irg in ia A rm y
N at io na l G ua rd Ki ng w oo d, W es t V irg in ia
C O
N
ST
R U
C
TI
O N
D O
C U
M
EN
TS
NHS
JSA
ARK
KEYED NOTES
1 REMOVE DOOR AND FRAME
2 REMOVE WINDOW SYSTEM - REMOVE SILL FLASHING AND INTERIOR SILL -
REMOVE CURTAINS AND ALL ASSOCIATED HARDWARE INCLUDING VERTICAL
WOOD TRIM BOARD
3 REMOVE WINDOW SYSTEM
4 REMOVE UTILITY SINK
5 REMOVE WASHER AND DRYER
7 REMOVE ENTIRE KITCHENETTE INCLUDING UPPER AND LOWER CABINETS,
COUNTERTOP, SINK, REFRIGERATOR, COOKTOP, BACKSPLASH, MICROWAVE, ETC.
8 REMOVE FULL HEIGHT OF PARTITION TO EXTENT SHOWN
9 REMOVE VANITY INCLUDING BASE CABINETS, COUNTERTOP, SINKS, WALL
MIRRORS, TOWEL RACKS, WALL-MOUNTED DISPENSERS, ETC.
10 REMOVE TOILET, BATHTUB, TUB SURROUND, TILE FLOORING, WALL BASE,
SHOWER CURTAIN/ROD, TOILET PAPER DISPENSER, AND ALL TOILET
ACCESSORIES
11 REMOVE FLOOR FINISH DOWN TO EXISTING CONCRETE SLAB AND WALL BASE
THROUGHOUT ENTIRE SPACE
12 REMOVE SOFFIT PANELS AND ALL ASSOCIATED ITEMS
13 REMOVE SUSPENDED ACOUSTICAL CEILING AND ALL ASSOCIATED ITEMS
14 REMOVE WALL AS REQUIRED TO ACCOMMODATE NEW OPENING
15 REMOVE DOWNSPOUT - ALTERNATE #1 - EXISTING DOWNSPOUT BOOT TO REMAIN
16 HATCHING INDICATES EXTENT OF CONCRETE SIDEWALK TO BE REMOVED
17 SIDEWALK DEMOLITION EXTENDS FOR FULL LENGTH OF SIDEWALK AND STOPS AT
ADJACENT PAVING
18 REMOVE GUTTER - ALTERNATE #1
19 SAND HATCHING INDICATES EXTENT OF ASPHALT SHINGLE ROOFING AND ANY
UNDERLAYMENTS TO BE REMOVED DOWN TO EXISTING SHEATHING - REMOVE
ALL PERIMETER TRIM AND FLASHINGS - ALTERNATE #1
20 REMOVE LOUVERS AND ANY SIDING ABOVE ROOF AND BELOW UPPER OVERHANG
21 REMOVE EXISTING CMU WALL TO EXTENT SHOWN
1/8" = 1'-0"1 DEMOLITION REFLECTED CEILING PLAN
R
EV
IS
IO
N S
N O
D
ES
C
R
IP
TI
O
N D
3.
4.
5.
6.
ALL DEMOLITION WORK SHALL BE PERFORMED IN COMPLIANCE WITH ALL
APPLICABLE LOCAL, STATE AND FEDERAL CODES AND REGULATIONS.
THE DEMOLITION PLANS ARE INTENDED TO REASONABLY REPRESENT EXISTING
CONDITIONS. ACTUAL CONDITIONS MAY DEVIATE FROM THAT SHOWN ON THE
DRAWINGS. THE CONTRACTOR SHALL VISIT THE JOBSITE AND VERIFY ACTUAL
CONDITIONS AND COORDINATE THE DEMOLITION WORK WITH THE NEW WORK SO
THAT DEMOLITION IS COMPLETE. FIELD VERIFY ALL DIMENSIONS SHOWN ON
DRAWINGS PRIOR TO CONSTRUCTION AND NOTIFY ARCHITECT OF ANY
DISCREPANCIES.
PROVIDE ALL LABOR, MATERIAL, EQUIPMENT AND SERVICES AND PERFORM ALL
OPERATIONS REQUIRED FOR COMPLETE INTERIOR DEMOLITION AND RELATED
WORK AS DESCRIBED AND SPECIFIED HEREIN, AND AS MAY BE REASONABLY
IMPLIED AS NECESSARY TO COMPLETE NEW CONSTRUCTION WORK.
THE CONTRACTOR SHALL BE AWARE THAT THE BUILDING WILL BE OCCUPIED AND
IN-USE DURING THE LENGTH OF THE CONTRACT. THE CONTRACTOR SHALL
CONDUCT THEIR OPERATIONS SO THAT THERE WILL BE MINIMUM INTERFERENCE
WITH THE CONTINUED OPERATIONS OF THE BUILDING AND STAFF. COORDINATE
TIMING AND HOURS OF DEMOLITION OPERATIONS WITH THE OWNER. MINIMIZE
NOISE FROM DEMOLITION OPERATIONS PARTICULARLY WHEN CONDUCTED
DURING REGULAR WORKING HOURS.
CONDUCT DEMOLITION OPERATIONS TO PREVENT INJURY TO PEOPLE AND
DAMAGE TO ADJACENT BUILDING AREAS. THE CONTRACTOR SHALL TAKE ALL
PRECAUTIONS TO ENSURE SAFE PASSAGE OF PEOPLE THROUGH AND AROUND
SELECTIVE DEMOLITION AREAS. MAINTAIN SAFE MEANS OF EGRESS FROM THE
BUILDING AT ALL TIMES.
THE CONTRACTOR IS RESPONSIBLE FOR INSURING THE STRUCTURAL STABILITY
OF THE EXISTING BUILDING IN THE AREAS INVOLVING NEW WORK OR FOR
PROTECTING THE EXISTING BUILDING FROM DAMAGE DURING THE COURSE OF
THE WORK. DO NOT ALTER THE STRUCTURAL INTEGRITY OF THE EXISTING
BUILDING OR ITS ASSEMBLIES UNLESS SPECIFICALLY DIRECTED TO BY THE
ARCHITECT.
GENERAL NOTES
7.
8.
9.
10.
11.
NO DEMOLITION SHALL OCCUR WHICH LEAVES THE BUILDINGS INTERIOR WITHOUT
WEATHER PROTECTION. ALL DEMOLITION AT EXTERIOR SURFACES SHALL BE
FOLLOWED IMMEDIATELY BY PROTECTIVE CONSTRUCTION. THE CONTRACTOR
SHALL PROVIDE AND INSTALL SECURE TEMPORARY PROTECTION IN ALL
OPENINGS.
EXISTING CONSTRUCTION TO REMAIN UNLESS OTHERWISE NOTED. THE
CONTRACTOR SHALL TAKE ALL POSSIBLE PRECAUTIONS AGAINST DAMAGE TO ALL
EXISTING CONSTRUCTION INTENDED TO REMAIN. TAKE CARE NOT TO ENCROACH
ON ADJACENT OCCUPIED AREAS OR AREAS NOT WITHIN THE SCOPE OF WORK.
ANY DAMAGE CAUSED BY THE CONTRACTOR'S DEMOLITION OPERATIONS SHALL
BE REPAIRED AT CONTRACTOR'S EXPENSE TO THE COMPLETE SATISFACTION OF
THE ARCHITECT AND OWNER.
GENERAL CONTRACTOR SHALL MAINTAIN A SEPARATION BETWEEN AREAS WITHIN
THE SCOPE OF THE WORK AND AREAS OUTSIDE THE SCOPE OF THE WORK BY
PROVIDING A DUST BARRIER FOR PROTECTION OF EXISTING AREAS TO REMAIN AS
REQUIRED. USE ALL MEANS NECESSARY TO PREVENT THE SPREAD OF DUST TO
ADJACENT AREAS.
REMOVE FROM SITE ALL DEMOLISHED MATERIALS, DEBRIS AND RUBBISH ON A
DAILY BASIS. DO NOT ACCUMULATE DEBRIS ON THE FLOOR OR AT THE SITE.
DISPOSE OF ALL DEMOLISHED OR REMOVED MATERIALS LEGALLY OFF THE SITE
COMPLYING WITH ALL LOCAL HAULING AND DISPOSAL REQUIREMENTS. UPON
COMPLETION, CLEAN ALL AREAS IMPACTED BY THE DEMOLITION, INCLUDING, BUT
NOT LIMITED TO, ADJACENT OCCUPIED AREAS AND AREAS NOT WITHIN THE
SCOPE OF WORK.
REMOVAL AS DESCRIBED HEREIN SHALL BE ACCOMPLISHED WITHOUT STORING
ON THE FLOOR EXCESSIVE QUANTITIES OF ANY MATERIALS OR WASTE RESULTING
FROM THE REMOVAL OPERATIONS ON THE FLOOR.
12.
13.
14.
15.
16.
17.
18.
19.
CONTRACTOR TO REVIEW WITH ARCHITECT ALL ITEMS SCHEDULED TO BE
DEMOLISHED, SALVAGED AND RELOCATED. SAID ITEMS TO BE REMOVED
CAREFULLY, PROTECTED AND STORED PRIOR TO RELOCATION.
THE ARCHITECT HAS NO KNOWLEDGE OF AND SHALL NOT BE HELD LIABLE FOR
ANY ASBESTOS OR OTHER HAZARDOUS MATERIALS ON JOBSITE. IF THE
CONTRACTOR ENCOUNTERS WHAT APPEARS TO BE HAZARDOUS MATERIALS
DURING CONSTRUCTION, HE SHALL IMMEDIATELY ISOLATE THE AFFECTED AREAS
AND FOLLOW THE PROCEDURES OUTLINED IN THE PROJECT MANUAL FOR
RESOLUTION.
DEMO PLAN KEYED NOTES APPLY TO ITEMS TAGGED, AND REPETITIVE/TYPICAL
ITEMS & CONDITIONS WHICH MAY ONLY BE TAGGED AT ONE LOCATION AND NOT
AT EVERY OCCURRENCE.
REPAIR ALL AREAS DAMAGED DURING DEMOLITION TO MATCH ADJACENT
CONSTRUCTION.
PREPARE ALL AREAS REMAINING AFTER DEMOLITION TO RECEIVE NEW FINISH
AND/OR CONSTRUCTION.
REFER TO MECHANICAL, ELECTRICAL, AND PLUMBING DRAWINGS FOR ADDITIONAL
DEMOLITION.
PARGE ALL CMU DAMAGED DURING DEMOLITION IN AREAS TO REMAIN EXPOSED
TO MATCH ADJACENT CONSTRUCTION.
PATCH ALL HOLES IN WALLS, ROOFS, FLOOR SLABS, ETC. FROM DEMOLITION OF
EXISTING MECHANICAL, ELECTRICAL, AND PLUMBING EQUIPMENT TO MATCH
ADJACENT CONSTRUCTION.
15 15 15 15 15 15 15 15
15 15 15 15 15 15 15 15
181818
18 18 18
19 19
19 19 19
202020 c by ZMM, INC.
CHECKED
DATE
COMM. NO.
DRAWN
222 Lee Street, West Charleston, West Virginia 25302 Phone: 304.342.0159 Fax: 304.345.8144 www.zmm.com
ARCHITECTS
ENGINEERS
5/
/2
:4 4:
A
M C
:\U se rs \ja lle n\
D oc um en ts \2
_B ui ld in g
6_ A_
_j al le nA
FM
U Q
.rv t
A121
21152
05.30.2025
DEMOLITION
ROOF PLAN
R en ov at io ns to C
A M
P D
A W
SO
N
B
U
IL
D
IN
G
W es t V irg in ia A rm y
N at io na l G ua rd Ki ng w oo d, W es t V irg in ia
C O
N
ST
R U
C
TI
O N
D O
C U
M
EN
TS
NHS
JSA
ARK
KEYED NOTES
1 REMOVE DOOR AND FRAME
2 REMOVE WINDOW SYSTEM - REMOVE SILL FLASHING AND INTERIOR SILL -
REMOVE CURTAINS AND ALL ASSOCIATED HARDWARE INCLUDING VERTICAL
WOOD TRIM BOARD
3 REMOVE WINDOW SYSTEM
4 REMOVE UTILITY SINK
5 REMOVE WASHER AND DRYER
7 REMOVE ENTIRE KITCHENETTE INCLUDING UPPER AND LOWER CABINETS,
COUNTERTOP, SINK, REFRIGERATOR, COOKTOP, BACKSPLASH, MICROWAVE, ETC.
8 REMOVE FULL HEIGHT OF PARTITION TO EXTENT SHOWN
9 REMOVE VANITY INCLUDING BASE CABINETS, COUNTERTOP, SINKS, WALL
MIRRORS, TOWEL RACKS, WALL-MOUNTED DISPENSERS, ETC.
10 REMOVE TOILET, BATHTUB, TUB SURROUND, TILE FLOORING, WALL BASE,
SHOWER CURTAIN/ROD, TOILET PAPER DISPENSER, AND ALL TOILET
ACCESSORIES
11 REMOVE FLOOR FINISH DOWN TO EXISTING CONCRETE SLAB AND WALL BASE
THROUGHOUT ENTIRE SPACE
12 REMOVE SOFFIT PANELS AND ALL ASSOCIATED ITEMS
13 REMOVE SUSPENDED ACOUSTICAL CEILING AND ALL ASSOCIATED ITEMS
14 REMOVE WALL AS REQUIRED TO ACCOMMODATE NEW OPENING
15 REMOVE DOWNSPOUT - ALTERNATE #1 - EXISTING DOWNSPOUT BOOT TO REMAIN
16 HATCHING INDICATES EXTENT OF CONCRETE SIDEWALK TO BE REMOVED
17 SIDEWALK DEMOLITION EXTENDS FOR FULL LENGTH OF SIDEWALK AND STOPS AT
ADJACENT PAVING
18 REMOVE GUTTER - ALTERNATE #1
19 SAND HATCHING INDICATES EXTENT OF ASPHALT SHINGLE ROOFING AND ANY
UNDERLAYMENTS TO BE REMOVED DOWN TO EXISTING SHEATHING - REMOVE
ALL PERIMETER TRIM AND FLASHINGS - ALTERNATE #1
20 REMOVE LOUVERS AND ANY SIDING ABOVE ROOF AND BELOW UPPER OVERHANG
21 REMOVE EXISTING CMU WALL TO EXTENT SHOWN
1/8" = 1'-0"1 DEMOLITION ROOF PLAN
R
EV
IS
IO
N S
N O
D
ES
C
R
IP
TI
O
N D
3.
4.
5.
6.
7.
8.
9.
10.
11.
FURNITURE SHOWN IS NOT IN CONTRACT - SHOWN FOR OWNER CLARITY ONLY.
INTERIOR PARTITIONS ARE DIMENSIONED TO FACE OF WALL UNLESS NOTED
OTHERWISE.
THE HINGE SIDE OF INTERIOR DOOR FRAMES ARE LOCATED 2" FROM FACE OF
ADJACENT WALL (METAL STUD) AND 4" FROM FACE OF ADJACENT WALL (MASONRY)
UNLESS NOTED OTHERWISE.
PROVIDE FIRE-TREATED WOOD BLOCKING IN CAVITY OF METAL STUD PARTITIONS
FOR ALL WALL-MOUNTED ITEMS.
ALL WALLS AND GYPSUM CEILINGS TO BE PT-1 UNLESS OTHERWISE NOTED.
WHERE FLOOR MATERIAL CHANGES IN DOORWAYS, PLACE TRANSITION
UNDERNEATH DOOR LEAF.
ALL INTERIOR HM DOOR FRAMING SHALL BE PT-2 SEMIGLOSS.
WHERE CASEWORK ABUTS ADJOINING WALLS, PROVIDE 1" (MIN, V.I.F.) PLAM FILLER
PANEL BETWEEN CASEWORK AND WALL, TYP.
ALL GRILLES, VENTS, ELECTRICAL PANELS, ACCESS PANELS, ETC. TO MATCH
ADJACENT WALL COLOR UNLESS NOTED OTHERWISE.
ALL BULKHEADS AND SOFFITS TO BE PT-1 UNLESS OTHERWISE NOTED. ALL
CEILING SURFACES SHALL BE FINISHED ON ALL FACES UNLESS NOTED
OTHERWISE. REFER TO REFLECTED CEILINGS PLANS FOR ADDITIONAL
INFORMATION.
ALL RESTROOMS, KITCHEN, AND MECHANICAL/ELECTRICAL SPACES SHALL
RECEIVE AN EPOXY PAINT FINISH.
GENERAL NOTES
BILLETING
ROOM
BILLETING
ROOM
BILLETING
ROOM
BILLETING
ROOM
BILLETING
ROOM
BILLETING
ROOM
BILLETING
ROOM
BILLETING
ROOM
BILLETING
ROOM
BILLETING
ROOM
BILLETING
ROOM
BILLETING
ROOM
12 BILLETING
ROOM
CLASSROOM
MECH /
ELECT
ELECTRICAL
28a
BILLETING
ROOM
BILLETING
ROOM
BILLETING
ROOM
BILLETING
ROOM
BILLETING
ROOM
LAUNDRY
BILLETING
ROOM
BILLETING
ROOM
BILLETING
ROOM
BILLETING
ROOM
BILLETING
ROOM
BILLETING
ROOM
BILLETING
ROOM
CHASE
CHASE
CHASE
1001 1005 1009 1013
1019 1023 1027 1031
1035 1039 1043 1047
1063 1067 1071 1075 1079
1085 1089 1093 1097
1103 1107 1111 1115
A310
A310
A310
A310
BILLETING
ROOM
1004 1008
1007 1011
1012 1015
1014 1037
1042 1046
1045 1049
1050 1054
1096 1100
11181114
11131109
11101106
11051080
10781074
10731069
10701066
10651032
10331030
10291025
10261022
A132
A132
A A A A A A A A A A A A A A
AAAAAAAAAAAAA
1 1
2 2 2 2 2 2 2 2
2 2 2 2 2 2 2 2
A
RR
14A
CHASE /
MECH
CHASE /
MECH
ENCLOSED
BREEZEWAY
37 MECH.
8' - 0"
A311
A311
A132
PARTITION TO RESIST THE PASSAGE OF SMOKE
PARTITION TYPE TAG
A EXTERIOR WINDOW TAG
KEYED NOTE
1 INTERIOR WINDOW TAG
LEGEND
1 HOUR FIRE RATED WALL ASSEMBLY
2 HOUR FIRE RATED WALL ASSEMBLY
DOOR TAG
A01 c by ZMM, INC.
CHECKED
DATE
COMM. NO.
DRAWN
222 Lee Street, West Charleston, West Virginia 25302 Phone: 304.342.0159 Fax: 304.345.8144 www.zmm.com
ARCHITECTS
ENGINEERS
5/
/2
:4 4:
A
M C
:\U se rs \ja lle n\
D oc um en ts \2
_B ui ld in g
6_ A_
_j al le nA
FM
U Q
.rv t
A131
21152
05.30.2025
FLOOR PLAN
R en ov at io ns to C
A M
P D
A W
SO
N
B
U
IL
D
IN
G
W es t V irg in ia A rm y
N at io na l G ua rd Ki ng w oo d, W es t V irg in ia
C O
N
ST
R U
C
TI
O N
D O
C U
M
EN
TS
NHS
JSA
ARK
1/8" = 1'-0"1 FLOOR PLAN
ROOM FINISH SCHEDULE
ROOM # ROOM NAME FLOOR BASE WALLS REMARKS
01 BILLETING ROOM LVP-1 RB-1 PT-1
01a CLOSET LVP-1 RB-1 PT-1
01b TOILET T-1 TB-1 T-2, PT-1 WALL TILE ON WET WALLS
ONLY. FLOOR TO CEILING.
01c CLOSET LVP-1 RB-1 PT-1
02 BILLETING ROOM LVP-1 RB-1 PT-1
02a CLOSET LVP-1 RB-1 PT-1
02b TOILET T-1 TB-1 T-2, PT-1 WALL TILE ON WET WALLS
ONLY. FLOOR TO CEILING.
02c CLOSET LVP-1 RB-1 PT-1
03 BILLETING ROOM LVP-1 RB-1 PT-1
03a CLOSET LVP-1 RB-1 PT-1
03b TOILET T-1 TB-1 T-2, PT-1 WALL TILE ON WET WALLS
ONLY. FLOOR TO CEILING.
03c CLOSET LVP-1 RB-1 PT-1
04 BILLETING ROOM LVP-1 RB-1 PT-1
04a CLOSET LVP-1 RB-1 PT-1
04b TOILET T-1 TB-1 T-2, PT-1 WALL TILE ON WET WALLS
ONLY. FLOOR TO CEILING.
04c CLOSET LVP-1 RB-1 PT-1
05 BILLETING ROOM LVP-1 RB-1 PT-1
05a CLOSET LVP-1 RB-1 PT-1
05b TOILET T-1 TB-1 T-2, PT-1 WALL TILE ON WET WALLS
ONLY. FLOOR TO CEILING.
05c CLOSET LVP-1 RB-1 PT-1
06 BILLETING ROOM LVP-1 RB-1 PT-1
06a CLOSET LVP-1 RB-1 PT-1
06b TOILET T-1 TB-1 T-2, PT-1 WALL TILE ON WET WALLS
ONLY. FLOOR TO CEILING.
06c CLOSET LVP-1 RB-1 PT-1
07 BILLETING ROOM LVP-1 RB-1 PT-1
07a CLOSET LVP-1 RB-1 PT-1
07b TOILET T-1 TB-1 T-2, PT-1 WALL TILE ON WET WALLS
ONLY. FLOOR TO CEILING.
07c CLOSET LVP-1 RB-1 PT-1
08 BILLETING ROOM LVP-1 RB-1 PT-1
08a CLOSET LVP-1 RB-1 PT-1
08b TOILET T-1 TB-1 T-2, PT-1 WALL TILE ON WET WALLS
ONLY. FLOOR TO CEILING.
08c CLOSET LVP-1 RB-1 PT-1
09 BILLETING ROOM LVP-1 RB-1 PT-1
09a CLOSET LVP-1 RB-1 PT-1
09b TOILET T-1 TB-1 T-2, PT-1 WALL TILE ON WET WALLS
ONLY. FLOOR TO CEILING.
09c CLOSET LVP-1 RB-1 PT-1
10 BILLETING ROOM LVP-1 RB-1 PT-1
10a CLOSET LVP-1 RB-1 PT-1
10b TOILET T-1 TB-1 T-2, PT-1 WALL TILE ON WET WALLS
ONLY. FLOOR TO CEILING.
10c CLOSET LVP-1 RB-1 PT-1
11 BILLETING ROOM LVP-1 RB-1 PT-1
FINISH LEGEND
CODE TYPE MANUFACTURER / STYLE
STYLE NUMBER /
COLOR COMMENTS
ETR EXISTING TO REMAIN -- --
LVP-1 LUXURY VINYL PLANK 6X48 TARKETT / EVENT WOOD ATLANTIC WALNUT
PLAM-1 PLASTIC LAMINATE ABET LAMINATI 2906 / POLARIS BK
PT-1 PAINT - FIELD SHERWIN WILLIAMS SW9166 / DRIFT OF MIST
PT-2 PAINT - STEEL DOORS/FRAME SHERWIN WILLIAMS SW9168 / ELEPHANT EAR
RB-1 RUBBER WALL BASE TARKETT / JOHNSONITE WELSH CASTLE
SC-1 SEALED CONCRETE N/A NATURAL
SS-1 SOLID SURFACE FORMICA / EVERFORM 781 / LUNA CONCRETE
T-1 TILE - FLOOR 12X24 AMERICAN OLEAN / COLOR STORY FLOOR 0016 / MATTE SHADOW RUNNING BOND
INSTALLATION
T-2 TILE - WALL 4X12 AMERICAN OLEAN / COLOR STORY WALL 0014 / BALANCE VERTICAL STACK BOND
INSTALLATION
TB-1 TILE BASE - 3X12 BULLNOSE AMERICAN OLEAN / COLOR STORY FLOOR 0016 / MATTE SHADOW
ROOM FINISH SCHEDULE
ROOM # ROOM NAME FLOOR BASE WALLS REMARKS
11a CLOSET LVP-1 RB-1 PT-1
11b TOILET T-1 TB-1 T-2, PT-1 WALL TILE ON WET WALLS
ONLY. FLOOR TO CEILING.
11c CLOSET LVP-1 RB-1 PT-1
12 BILLETING ROOM LVP-1 RB-1 PT-1
12a CLOSET LVP-1 RB-1 PT-1
12b TOILET T-1 TB-1 T-2, PT-1 WALL TILE ON WET WALLS
ONLY. FLOOR TO CEILING.
12c CLOSET LVP-1 RB-1 PT-1
13 BILLETING ROOM LVP-1 RB-1 PT-1
13a CLOSET LVP-1 RB-1 PT-1
13b TOILET T-1 TB-1 T-2, PT-1 WALL TILE ON WET WALLS
ONLY. FLOOR TO CEILING.
13c CLOSET LVP-1 RB-1 PT-1
14 CLASSROOM LVP-1 RB-1 PT-1
14A RR T-1 TB-1 T-2, PT-1 WALL TILE ON WET WALLS
ONLY. FLOOR TO CEILING.
14a CLOSET LVP-1 RB-1 PT-1
14b ADA TOILET T-1 TB-1 T-2, PT-1 WALL TILE ON WET WALLS
ONLY. FLOOR TO CEILING.
15 BILLETING ROOM LVP-1 RB-1 PT-1
15a CLOSET LVP-1 RB-1 PT-1
15b TOILET T-1 TB-1 T-2, PT-1 WALL TILE ON WET WALLS
ONLY. FLOOR TO CEILING.
15c CLOSET LVP-1 RB-1 PT-1
16 BILLETING ROOM LVP-1 RB-1 PT-1
16a CLOSET LVP-1 RB-1 PT-1
16b TOILET T-1 TB-1 T-2, PT-1 WALL TILE ON WET WALLS
ONLY. FLOOR TO CEILING.
16c CLOSET LVP-1 RB-1 PT-1
17 BILLETING ROOM LVP-1 RB-1 PT-1
17a CLOSET LVP-1 RB-1 PT-1
17b TOILET T-1 TB-1 T-2, PT-1 WALL TILE ON WET WALLS
ONLY. FLOOR TO CEILING.
17c CLOSET LVP-1 RB-1 PT-1
18 BILLETING ROOM LVP-1 RB-1 PT-1
18a CLOSET LVP-1 RB-1 PT-1
18b TOILET T-1 TB-1 T-2, PT-1 WALL TILE ON WET WALLS
ONLY. FLOOR TO CEILING.
18c CLOSET LVP-1 RB-1 PT-1
19 BILLETING ROOM LVP-1 RB-1 PT-1
19a CLOSET LVP-1 RB-1 PT-1
19b TOILET T-1 TB-1 T-2, PT-1 WALL TILE ON WET WALLS
ONLY. FLOOR TO CEILING.
19c CLOSET LVP-1 RB-1 PT-1
20 BILLETING ROOM LVP-1 RB-1 PT-1
20a CLOSET LVP-1 RB-1 PT-1
20b Room T-1 TB-1 T-2, PT-1 WALL TILE ON WET WALLS
ONLY. FLOOR TO CEILING.
20c Room LVP-1 RB-1 PT-1
21 BILLETING ROOM LVP-1 RB-1 PT-1
ROOM FINISH SCHEDULE
ROOM # ROOM NAME FLOOR BASE WALLS REMARKS
21a CLOSET LVP-1 RB-1 PT-1
21b TOILET T-1 TB-1 T-2, PT-1 WALL TILE ON WET WALLS
ONLY. FLOOR TO CEILING.
21c CLOSET LVP-1 RB-1 PT-1
22 BILLETING ROOM LVP-1 RB-1 PT-1
22a CLOSET LVP-1 RB-1 PT-1
22b TOILET T-1 TB-1 T-2, PT-1 WALL TILE ON WET WALLS
ONLY. FLOOR TO CEILING.
22c CLOSET LVP-1 RB-1 PT-1
23 BILLETING ROOM LVP-1 RB-1 PT-1
23a CLOSET LVP-1 RB-1 PT-1
23b TOILET T-1 TB-1 T-2, PT-1 WALL TILE ON WET WALLS
ONLY. FLOOR TO CEILING.
23c CLOSET LVP-1 RB-1 PT-1
24 BILLETING ROOM LVP-1 RB-1 PT-1
24a CLOSET LVP-1 RB-1 PT-1
24b TOILET T-1 TB-1 T-2, PT-1 WALL TILE ON WET WALLS
ONLY. FLOOR TO CEILING.
24c CLOSET LVP-1 RB-1 PT-1
25 BILLETING ROOM LVP-1 RB-1 PT-1
25a CLOSET LVP-1 RB-1 PT-1
25b TOILET T-1 TB-1 T-2, PT-1 WALL TILE ON WET WALLS
ONLY. FLOOR TO CEILING.
25c CLOSET LVP-1 RB-1 PT-1
26 BILLETING ROOM LVP-1 RB-1 PT-1
26a CLOSET LVP-1 RB-1 PT-1
26b TOILET T-1 TB-1 T-2, PT-1 WALL TILE ON WET WALLS
ONLY. FLOOR TO CEILING.
26c CLOSET LVP-1 RB-1 PT-1
27 BILLETING ROOM LVP-1 RB-1 PT-1
27a CLOSET LVP-1 RB-1 PT-1
27b TOILET T-1 TB-1 T-2, PT-1 WALL TILE ON WET WALLS
ONLY. FLOOR TO CEILING.
27c CLOSET LVP-1 RB-1 PT-1
28 MECH / ELECT LVP-1 RB-1 PT-1
28a ELECTRICAL SC-1 RB-1 PT-1
29 LAUNDRY LVP-1 RB-1 PT-1
29a ELECTRICAL SC-1 RB-1 PT-1
30 MECHANICAL SC-1 RB-1 PT-1
31 CHASE ETR ETR ETR
32 CHASE / MECH SC-1 RB-1 PT-1
33 CHASE ETR ETR ETR
34 CHASE / MECH SC-1 RB-1 PT-1
35 CHASE ETR ETR ETR
36 HVAC SC-1 RB-1 PT-1
37 ENCLOSED
BREEZEWAY SC-1 RB-1 PT-1
38 ENCLOSED
BREEZEWAY SC-1 RB-1 PT-1
39 MECH. SC-1 RB-1 PT-1
KEYED NOTES
1 LINE OF CANOPY/BUILDING ABOVE
2 ALUMINUM DOWNSPOUT - ROUTE TO EXISTING DOWNSPOUT BOOT - CLEAN, PREP,
AND PAINT EXISTING DOWNSPOUT BOOT - ALTERNATE #1
3 FIRE EXTINGUISHER - SURFACE MOUNTED - NO PART OF THE EXTINGUISHER
SHALL EXTEND ABOVE 48" ABOVE FINISHED FLOOR - FIRE EXTINGUISHER N.I.C. -
CONTRACTOR TO PROVIDE BRACKET AND INSTALL
5 WASHING MACHINE - N.I.C.
6 DRYER - N.I.C.
7 PROVIDE BLOCKING IN STUD WALL FOR MOUNTING CASEWORK AND EQUIPMENT
8 INFILL OPENING WITH MASONRY TO MATCH EXISTING - TOOTH-IN MASONRY WITH
EXISTING
9 WALL MOUNTED TV - N.I.C. - CONTRACTOR TO PROVIDE BLOCKING IN WALL
10 CLOSET SHELF AND ROD - REFER TO MISCELLANEOUS DETAILS
11 CLOSET SHELVING - REFER TO MISCELLANEOUS DETAILS
12 ROLLER WINDOW SHADE
R
EV
IS
IO
N S
N O
D
ES
C
R
IP
TI
O
N D
BILLETING
ROOM
TOILET
01b
CLOSET
01c
2 2
2' - 0"
5'
- 0
2' - 2" 4"
4' - 6" 2' - 10"
FIELD VERIFY
�4' - 8" +/-1' - 4"
A132
LAY DIRECTION
LA
Y
DI
RE
CT
IO
N
4" CONCRETE CURB
SLOPE SHOWER
@ 1/2" PER FOOT
TOWARDS DRAIN
RR
14A
8'
- 0 ø 5 ' - 0
8' - 0"
8"
1 8
PLAN
BASE
5/8" GWB
EACH SIDE
FLOOR
STRUCTURE
1 3-5/8" MS - NON-RATED
HEAD
3-5/8" METAL
STUD
ACOUSTICAL
SEALANT, TYP.
EACH SIDE
ACOUSTICAL
SEALANT CONT.
ALONG BOTTOM OF
STUD TRACK
3 1/2" SOUND
ATTENUATION
BLANKET
ACOUSTICAL
SEALANT CONT.
ALONG TOP OF
STUD TRACK
ACOUSTICAL
SEALANT, TYP.
EACH SIDE
2 3-5/8" MS - NON-RATED
PLAN
BASE
5/8" GWB
ONE SIDE
FLOOR
STRUCTURE
HEAD
3 5/8" METAL
STUD
FACE OF
EXISTING
CONSTRUCTION
(IF APPLICABLE)
SEALANT
PLAN
BASE
5/8" GWB
ONE SIDE
FLOOR
STRUCTURE
3 2-1/2" MS - NON-RATED
HEAD
2 1/2" METAL
STUD
FACE OF
EXISTING
CONSTRUCTION
(IF APPLICABLE)
SEALANT
HEAD
PLAN
BASE
NOMINAL 8" CONCRETE
MASONRY UNIT
FLOOR
STRUCTURE
4 8" CMU - NON-RATED
CMU BOND BEAM, TYP.
7 5/8"
BRACE TO
STRUCTURE
W/ANGLES - SEE
STRUCTURAL FOR
DETAIL
SEALANT TYP.
EACH SIDE
COMPRESSIBLE
INSULATION
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
13.
14.
15.
16.
17.
18.
19.
20.
21.
22.
23.
24.
DO NOT SCALE DRAWINGS.
ALL FIRE-RATED PARTITIONS MUST BE CONSTRUCTED WITH THE EXACT
MATERIALS DESCRIBED IN THE U.L. FIRE TEST NUMBER INDICATED TO PROVIDE
SPECIFIED RATING.
METAL STUDS ARE TO BE SPACED AT 16" O.C. UNLESS OTHERWISE INDICATED.
OVERALL PARTITION WIDTHS INDICATED ON THE PLANS MUST BE MAINTAINED
G.C. SHALL ADJUST METAL STUD GAUGES AND SPACING AS NECESSARY SO AS
NOT TO EXCEED L/240 DESIGN CRITERIA.
WHERE GYPSUM BOARD ON NON-RATED PARTITIONS IS INDICATED TO EXTEND 6"
ABOVE THE ADJACENT CEILING, IT IS THE OPTION OF THE G.C. TO EXTEND THE
STUDS TO STRUCTURE OR TO BRACE STUDS TO STRUCTURE WITH METAL STUD
KICKERS AT 4'-0" O.C.
PROVIDE U.L. APPROVED PRODUCTS AND MATERIALS WHERE REQUIRED BY
RATING.
APPLY ACOUSTICAL SEALANT ALONG CENTERLINE OF STUD TRACKS TO ENTIRE
PERIMETER OF ALL PARTITIONS INDICATED.
PROVIDE FIRE RATED SEALANT TO BOTH SIDES OF ENTIRE PERIMETER OF FIRE
RATED PARTITIONS.
CONTRACTOR TO STAGGER ALL ELECTRICAL, COMMUNICATION, AND TELEPHONE
AND OTHER SIMILAR WALL BOXES AT MIN. OF 12" O.C. IN SOUND-RATED
PARTITIONS.
G.C. TO PROVIDE FIRE RATED PUTTY PADS ON ALL ELECTRICAL OUTLET BOXES
ON FIRE RATED WALLS.
PROVIDE MOISTURE AND MOLD RESISTANT GYPSUM BOARD ON ALL WALLS AND
CEILINGS OF TOILET ROOMS, MECHANICAL ROOMS, LAUNDRY ROOMS, AND
JANITOR'S CLOSETS.
PROVIDE FIRE-TREATED WOOD BLOCKING OR 18 GAUGE SHEET METAL (WELDED
TO STUDS) WHERE SUPPORT FOR CABINETRY, MILLWORK, TOILET ACCESSORIES,
CLOSET SHELVING, WALL STOPS, ARTWORK, WALL BUMPERS/GUARDS, DRAPERY
CONNECTIONS, AND OTHER SIMILAR CONDITIONS EXIST.
THE U.L. NUMBERS INDICATED REFERENCE THE MOST RECENT FIRE RESISTANCE
DIRECTORY PUBLISHED BY UNDERWRITERS LABORATORIES INC.
ALL THROUGH-WALL PENETRATIONS OF FIRE RATED WALLS/PARTITIONS MUST BE
SEALED W/SEALANT APPROVED BY U.L. FOR PENETRATIONS IN APPLICABLE WALL.
20 GA. DEEP-LEG DEFLECTION TRACKS TO BE PROVIDED AT TOP RUNNERS OF
ALL METAL STUD PARTITIONS THAT EXTEND TO UNDERSIDE OF STRUCTURE.
ALL FIRE RATED PARTITIONS MUST BE IDENTIFIED W/PAINTED STENCILS ABOVE
CEILINGS.
WALLS THAT EXTEND "TO STRUCTURE" SHALL EXTEND TO UNDERSIDE OF
EXISTING ROOF FRAMING.
ALL DIMENSIONS ARE FROM FACE OF FINISHED WALL TO FACE OF FINISHED
WALL.
CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD AND NOTIFY ARCHITECT OF
ANY DISCREPANCIES PRIOR TO PARTITION INSTALLATION.
CONTRACTOR TO COORDINATE PARTITION LAYOUT W/M.E.P. WORK AND NOTIFY
ARCHITECT OF ANY DISCREPANCIES PRIOR TO INSTALLATION OF
METAL/PLUMBING SLEEVES AT TIME OF CONCRETE PLACEMENT.
CONTRACTOR TO VERIFY SIZE AND LOCATION OF ALL EQUIPMENT.
COORDINATE LOCATIONS AND COLORS OF ALL LIFE SAFETY ITEMS AND
EQUIPMENT (I.E. FIRE ALARM PULL STATIONS, FIRE STROBES/SPEAKERS,
FIREMAN'S TELEPHONE JACKS, ETC.) WITH INTERIOR DESIGNER PRIOR TO
INSTALLATION.
COORDINATE LOCATIONS AND COLORS OF ALL MECHANICAL ITEMS AND
EQUIPMENT (I.E. THERMOSTATS, GRILLES, SLOT DIFFUSERS, ETC.) WITH INTERIOR
DESIGNER PRIOR TO INSTALLATION.
COORDINATE LOCATIONS, COLORS, AND FINISHES OF ALL ELECTRICAL ITEMS AND
EQUIPMENT (I.E. POWER OUTLETS, PHONE AND DATA OUTLETS, ETC.) WITH
INTERIOR DESIGNER PRIOR TO INSTALLATION.
PARTITION TYPE NOTES
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
FURNITURE SHOWN IS NOT IN CONTRACT - SHOWN FOR OWNER CLARITY ONLY.
INTERIOR PARTITIONS ARE DIMENSIONED TO FACE OF WALL UNLESS NOTED
OTHERWISE.
THE HINGE SIDE OF INTERIOR DOOR FRAMES ARE LOCATED 2" FROM FACE OF
ADJACENT WALL (METAL STUD) AND 4" FROM FACE OF ADJACENT WALL (MASONRY)
UNLESS NOTED OTHERWISE.
PROVIDE FIRE-TREATED WOOD BLOCKING IN CAVITY OF METAL STUD PARTITIONS
FOR ALL WALL-MOUNTED ITEMS.
ALL WALLS AND GYPSUM CEILINGS TO BE PT-1 UNLESS OTHERWISE NOTED.
WHERE FLOOR MATERIAL CHANGES IN DOORWAYS, PLACE TRANSITION
UNDERNEATH DOOR LEAF.
ALL INTERIOR HM DOOR FRAMING SHALL BE PT-2 SEMIGLOSS.
WHERE CASEWORK ABUTS ADJOINING WALLS, PROVIDE 1" (MIN, V.I.F.) PLAM FILLER
PANEL BETWEEN CASEWORK AND WALL, TYP.
ALL GRILLES, VENTS, ELECTRICAL PANELS, ACCESS PANELS, ETC. TO MATCH
ADJACENT WALL COLOR UNLESS NOTED OTHERWISE.
ALL BULKHEADS AND SOFFITS TO BE PT-1 UNLESS OTHERWISE NOTED. ALL
CEILING SURFACES SHALL BE FINISHED ON ALL FACES UNLESS NOTED
OTHERWISE. REFER TO REFLECTED CEILINGS PLANS FOR ADDITIONAL
INFORMATION.
ALL RESTROOMS, KITCHEN, AND MECHANICAL/ELECTRICAL SPACES SHALL
RECEIVE AN EPOXY PAINT FINISH.
GENERAL NOTES
PARTITION TO RESIST THE PASSAGE OF SMOKE
PARTITION TYPE TAG
A EXTERIOR WINDOW TAG
KEYED NOTE
1 INTERIOR WINDOW TAG
LEGEND
1 HOUR FIRE…
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 .