2608121-WV ANG Bldg 244 Renovations - Drawings - For Bidding.pdf
PDF 17 MB Posted
- Solicitation number
- CRFQ 0603 ADJ2700000012 2
- Issued by
- Pleasants County, West Virginia
About this file
This is a set of architectural and engineering drawings for the West Virginia Army National Guard Building 244 Renovation project located at Camp Dawson in Kingwood, West Virginia. The project involves comprehensive renovation of an existing dining facility with kitchen, storage, mechanical, electrical, and plumbing systems. The scope of work includes demolition of existing systems, installation of new roofing with standing seam metal material, replacement of exterior siding with fiber cement material, renovation of bathroom facilities to meet ADA accessibility guidelines, installation of new HVAC systems, plumbing upgrades including domestic water, sanitary, and vented piping systems, and electrical system updates. The building is classified as Type V-B construction with an Assembly occupancy designation. Key interior spaces include a 2,817 square foot dining area, 708 square foot kitchen, walk-in freezer and cooler units, two ADA-compliant unisex toilets, janitor closet, mechanical room, electrical room, and storage areas. The project includes two alternates: Alternate #1 involving kitchen hood replacement and Alternate #2 involving expansion of the freezer and cooler units with removal of existing equipment and a stair structure. The drawings are issued for bidding as of August 11, 2026, prepared by Montum Architecture LLC with offices in Pennsylvania and West Virginia.
The drawings specify detailed construction requirements conforming to the 2021 International Building Code, 2018 International Energy Conservation Code, 2015 ADA Accessibility Guidelines, and 2021 NFPA 101 Life Safety Code. Plumbing systems require Type L copper piping with soldered or mechanically pressed fittings, or cross-linked PEX piping for domestic water lines, with P40 PVC or cast iron no-hub piping for waste systems. Mechanical systems must comply with SMACNA standards for low-pressure ductwork with external insulation and include fire dampers at rated wall penetrations. The project requires coordination among all trades for MEP work, with specific attention to avoiding conflicts with drainage lines and structural integrity. A thermostatic mixing valve and domestic water recirculation system are specified, along with commercial-grade plumbing fixtures and a natural gas-fired water heater. All work must meet current International Plumbing Code, International Mechanical Code, and applicable state and local codes with final coordination responsibility assigned to the general contractor and all subcontractors prior to bidding.
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PA OFFICE:
PO BOX 42
GARARDS FORT, PA 15334
PH: (724) 966-5655
WV OFFICE:
54 WEST RUN RD
MORGANTOWN, WV 26508
PH: (304) 291-2234
PROJECT NUMBER:
ISSUE DATE:
CHECKED BY:
SHEET NUMBER:
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SHEET INDEX
Sheet Number Sheet Name
G000 COVER SHEET
G001 PROJECT GENERAL NOTES,
ABBREVATIONS, & SYMBOLS
G101 FIRST FLOOR LIFE SAFETY PLAN
A001 EXISTING & DEMOLITION PLANS
A101 FIRST FLOOR PLAN
A111 REFLECTED CEILING & ROOF PLAN
A201 BUILDING ELEVATIONS
A301 BUILDING SECTIONS
A302 WALL SECTIONS & DEATILS
A401 ENLARGED PLANS & ELEVATIONS
A601 PARTITION SCHEDULES & DETAILS
A701 FINISH PLANS
P000 PLUMBING ABBREVIATIONS
P001 DOMESTIC PLUMBING DEMO PLAN
P002 SANITARY PLUMBING DEMO PLAN
P101 DOMESTIC PLUMBING PLAN
P102 SANITARY PLUMBING PLAN
P201 PLUMBING SECTIONS
P401 ENLARGED PLUMBING PLANS
P501 PLUMBING DETAILS & SCHEDULES
M000 MECHANICAL ABBREVIATIONS
M001 MECHANICAL DEMO PLAN
M001A MECHANICAL DEMO PLAN - ALTERNATE
M002 MECHANICAL DEMO PLAN
M003 MECHANICAL PIPING DEMO PLAN
M101 MECHANICAL PLAN
M101A MECHANICAL PLAN - ALTERNATE
M102 MECHANICAL PLAN
M103 MECHANICAL PIPING PLAN
M501 MECHANICAL DETAILS
M601 MECHANICAL SCHEDULES
M901 MECHANICAL PERSPECTIVES
E000 ELECTRICAL ABBREVIATIONS
E001 ELECTRICAL DEMO PLAN
E002 ELECTRICAL DEMO PLAN
E003 LIGHTING DEMO PLAN
E004 FIRE ALARM / SECURITY DEMO PLAN
E101 ELECTRICAL PLAN
E101A ELECTRICAL PLAN - ALTERNATE
E102 ELECTRICAL PLAN
E102A ELECTRICAL PLAN - ALTERNATE
E103 LIGHTING PLAN
E104 FIRE ALARM / SECURITY PLAN
E601 ELECTRICAL SCHEDULES
PA OFFICE:
PO BOX 42
GARARDS FORT, PA 15334
PH: (724) 966-5655
WV OFFICE:
54 WEST RUN ROAD
MORGANTOWN, WV 26508
PH: (304) 291-2234
info@arwcg.com | 304.435.8828 | arwcg.com
WEST VIRGINIA ARMY NATIONAL GUARD
CAMP DAWSON BUILDING 244 RENOVATION
1001 ARMY RD
KINGWOOD, WV 26537
N o
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CONCRETE
CLAY UNIT MASONRY
CONCRETE UNIT MASONRY
WOOD FRAMING
PLYWOOD
FINISHED WOOD
BATT INSULATION
RIGID INSULATION
GYPSUM BOARD
SOIL
CRUSHED STONE
MATERIAL HATCH DESCRIPTION
CENTER LINE
HIDDEN LINE
VIEW TITLE
ELEVATION MARKER
SECTION MARKER
DETAIL CALLOUT
ROOM TAG
GRID LINE MARKER
ELEVATION DATUM
SPOT ELEVATION MARK
WALL TAG
DOOR TAG
WINDOW TAG
CALL-OUT SYMBOL DESCRIPTION
View Name 1/8" = 1'-0"
A101
ROOM
NAME
A101
4 2
A101
A101
SIM
PROJECT NUMBER:
ISSUE DATE:
CHECKED BY:
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G001
P R
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B B
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S Y
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DEFINITIONS
PROVIDE: FURNISH AND INSTALL, COMPLETE AND READY FOR THE INTENDED USE.
FURNISH: SUPPLY AND DELIVER TO PROJECT SITE, READY FOR UNLOADING, UNPACKING, ASSEMBLY, INSTALLATION, AND SIMILAR OPERATIONS.
INSTALL: UNLOAD, TEMPORARILY STORE, UNPACK, ASSEMBLE, ERECT, PLACE, ANCHOR, APPLY, WORK TO DIMENSION, FINISH, CURE, PROTECT, CLEAN, AND SIMILAR
OPERATIONS AT PROJECT SITE.
EXISTING TO REMAIN (OR EXISTING) (OR EX.): LEAVE EXISTING ITEMS THAT ARE NOT TO BE REMOVED AND THAT ARE NOT OTHERWISE INDICATED TO BE SALVAGED OR
REINSTALLED.
REMOVE (OR DEMOLISH) (OR DEMO): DETACH ITEMS FROM EXISTING CONSTRUCTION AND DISPOSE OF THEM OFF-SITE UNLESS INDICATED TO BE SALVAGED OR
REINSTALLED.
REMOVE AND SALVAGE: DETACH ITEMS FROM EXISTING CONSTRUCTION, IN A MANNER TO PREVENT DAMAGE, AND DELIVER TO OWNER READY FOR REUSE.
REMOVE AND REINSTALL (OR REMOVE AND REUSE): DETACH ITEMS FROM EXISTING CONSTRUCTION, IN A MANNER TO PREVENT DAMAGE, PREPARE FOR REUSE, AND
REINSTALL WHERE INDICATED.
DISMANTLE: TO REMOVE BY DISASSEMBLING OR DETACHING AN ITEM FROM A SURFACE, USING GENTLE METHODS AND EQUIPMENT TO PREVENT DAMAGE TO THE ITEM
AND SURFACES; DISPOSING OF ITEMS UNLESS INDICATED TO BE SALVAGED OR REINSTALLED.
DISPOSE: REMOVAL OFF-SITE OF DEMOLITION AND CONSTRUCTION WASTE AND SUBSEQUENT SALE, RECYCLING, REUSE, OR DEPOSIT IN LANDFILL OR INCINERATOR ACCEPTABLE TO AUTHORITIES HAVING JURISDICTION AND IN ACCORDANCE WITH PROJECT REQUIREMENTS.
# Number & And " Inch ' Foot @ At +/- Approximately
ABV Above ACM Aluminum Composite Material ACM Asbestos Containing Material ACT Acoustic Ceiling Tile AD Area Drain ADA Americans with Disabilities Act ADAAG Americans with Disabilities Act Architectural Guidelines ADD Addendum ADJ Adjustable AFF Above Finished Floor AHJ Authority Having Jurisdiction (Code Official, Fire Marshal, Etc.)
ALT Alternate ALUM Aluminum ANOD Anodized APPROX Approximately
BFF Below Finished Floor BIT Bituminous BL Borrowed Lite, Hollow Metal BSMT Basement BYND Beyond BOT Bottom BUR Built-up Roof
C/C Center to Center CB Chalkboard CF Cubic Foot CFCI Contractor Furnished, Contractor Installed CFOI Contractor Furnished, Owner Installed CIP Cast In Place CIRC Circumference or Circulating CJ Control Joint CL Column Line CLG Ceiling CLR Clear CMU Concrete Masonry Unit COL Column COMPRCompressible CONC Concrete CONT Continuous CPT Carpet CT Ceramic Tile
D Deep DBL Double DEG Degree DEMO Demolish or Demolition DIA Diameter DIM Dimension DIMS Dimensions DN Down DS Down Spout DWG Drawing
EA Each EJ Expansion Joint EL Elevation ELEC Electrical ELEV Elevator or Elevation EOS Edge of Slab EPDM Ethylene Propylene Diene Monomer Membrane EQ Equal EX Existing EXIST Existing EXP JT Expansion Joint EXT Exterior EXT GDExterior Grade
FD Floor Drain or Fire Department FE Fire Extinguisher FEC Fire Extinguisher Cabinet FIXT Fixture FLR Floor FO Face Of FR Fire Retardant Treated FRP Fiberglass Reinforced Plastic FT Foot
GA Gauge GALV Galvanized GC General Contractor GFCI Ground Fault Circuit Interrupter GL Glass GWB Gypsum Wall Board
HC Hollow Core HM Hollow Metal HORIZ Horizontal HP High Point HR Hour HVAC Heating, Ventilating, And Air Conditioning
ID Inside Diameter IRGWB Impact Resistant Gypsum Wall Board ILO In Lieu Of INSUL Insulated or Insulation INT Interior JB Junction Box
L Long LAV Lavatory LBS Pounds
MAX Maximum MB Markerboard MO Masonry Opening MECH Mechanical MEMBR Membrane MEZZ Mezzanine MIN Minimum MISC Miscellaneous MRGWB Moisture-Resistant Gypsum Wall Board MTL Metal
NA Not Applicable NIC Not In Contract (See OFOI) NO Number NOM Nominal NTS Not to Scale
OC On Center OD Outside Diameter OFCI Owner Furnished, Contractor Installed OFOI Owner Furnished, Owner Installed OH Overhand OPP Opposite or Opposite Hand OZ Ounce
PCC Pre-Cast Concrete PLAM Plastic Laminate PLUMB Plumbing PLYD Plywood PT Pressure Treated PNT Paint or Painted PVC Polyvinyl Chloride
RBR Rubber RCP Reflected Ceiling Plan RB Rubber (Vinyl) Wall Base RD Roof Drain REBAR Reinforcing Bar REINF Reinforce REQD Required REV Revision RO Rough Opening RM Room
SB Splash Block SD Supplemental Document (Drawing Revision) SFM State Fire Marshal SQFT Square Foot SF Aluminum Storefront Framing SIM Similar SPEC Specified OR Specification SPK Speaker SSTL Stainless Steel STC Sound Transmission Coefficient STL Steel STRUC Structure or Structural
T Tall T&B Top and Bottom T&G Tongue and Groove TB Tackboard TELE Telephone TLT Toilet TME To Match Existing TO Top Of TOC Top Of Concrete TOS Top Of Steel TOW Top Of Wall T/D Telephone/Data TYP Typical
UL Underwriters Laboratory UNO Unless Noted Otherwise U/S Underside
VERT Vertical VIF Verify In Field VP Vision Panel
W Wide W/ With W/o Without WD Wood WP Weatherproof or Waterproof
GENERAL DRAWING SET NOTES
1. WRITTEN SPECIFICATIONS FOR THE PROJECT ARE PROVIDED IN THE PROJECT MANUAL AND REQUIREMENTS ARE COMPLEMENTARY.
2. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CONSTRUCTION METHODS, PROCEDURES AND SEQUENCES TO MAINTAIN AND PROTECT THE STRUCTURAL INTEGRITY OF ALL NEW AND EXISTING CONSTRUCTION AT ALL STAGES.
3. THE CONTRACTOR SHALL ABIDE BY ALL SAFETY RULES AND REGULATIONS IMPOSED BY OSHA AND THE OWNER AT ALL TIMES. IF THERE IS A CONFLICT BETWEEN THE TWO, THE STRICTER REGULATION SHALL APPLY.
4. SPECIFIC REQUIREMENTS SHALL SUPERSEDE GENERAL/GENERIC REQUIREMENTS.
5. DIMENSIONS SHALL SUPERSEDE DRAWINGS. DO NOT SCALE DRAWINGS. WHERE A MISSING OR CONFLICTING DIMENSION OCCURS, THE ARCHITECT SHALL BE CONTACTED IMMEDIATELY TO OBTAIN THE NECESSARY CLARIFICATION.
6. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT OF ANY AND ALL DISCREPANCIES BETWEEN THE DRAWINGS AND ACTUAL FIELD CONDITIONS IMMEDIATELY UPON DISCOVERY.
7. COMMENCEMENT OF THE WORK SHALL SIGNIFY THE CONTRACTOR IS FAMILIAR WITH AND AGREES TO THE SCOPE OF WORK AS OUTLINED IN THE CONTRACT DOCUMENTS.
8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER DISPOSAL OF ALL MATERIALS RESULTING FROM THE WORK OF THIS PROJECT.
WORK REQUIRING GRAVITY DRAINAGE WILL HAVE REASONABLE PRIORITY OF PLACEMENT. TRADES WILL COORDINATE PLACEMENT OF THEIR WORK TO AVOID CONFLICT WITH DRAINAGE LINES.
ABBREVATIONS AND SYMBOLS
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DN
ELEC
e108
WALK-IN
FRIDGE/FREEZER
STORAGE
e105
MECH
e104
STORAGE
e106
708 SF
KITCHEN
76 SF
TRAY DROP
2817 SF
DINING
ADA
UNISEX
TOILET
ADA
UNISEX
TOILET
111 STORAGE
e107
JANITOR
DATA
410 SF
SERVERY
VEST
101A
PROJECT NUMBER:
ISSUE DATE:
CHECKED BY:
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G101
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LIFE SAFETY AND BUILDING CODE ANALYSIS
AUTHORITY HAVING JURISDICTION
LOCAL REGULATIONS:
WEST VIRGINIA ARMY NATIONAL GUARD
CERTIFICATE OF OCCUPANCY:
WEST VIRGINIA STATE FIRE MARSHAL
1207 QUARRIER ST
SECOND FLOOR
CHARLESTON, WV 25301
JENNIFER PRICE, FIRE SAFETY PLANS EXAMINER SUPERVISOR
APPLICABLE CODES
WORK SHALL CONFORM TO ALL APPLICABLE BUILDING CODES, INCLUDING BUT NOT LIMITED TO:
INTERNATIONAL BUILDING CODE - 2021
INTERNATIONAL ENERGY CONSERVATION CODE - 2018
AMERICANS WITH DISABILITIES ACT ACCESSIBILITY GUIDELINES - 2015
NATIONAL FIRE PROTECTION ASSOCIATION 101 LIFE SAFETY CODE - 2021
NATIONAL ELECTRICAL CODE - 2020
CONSTRUCTION TYPE
INTERNATIONAL BUILDING CODE: TYPE V-B
NFPA 220 STANDARD ON TYPES OF BUILDING CONSTRUCTION AND NFPA 101 LIFE SAFETY CODE: TYPE V-000
FIRE RESISTANCE RATINGS:
ELEMENT REQUIRED PROVIDED
STRUCTURAL FRAME 0 0
EXTERIOR BEARING WALLS 0 0
INTERIOR BEARING WALLS 0 0
EXTERIOR NON-BEARING WALLS 0 0
INTERIOR NON-BEARING WALLS 0 0
FLOOR CONSTRUCTION 0 0
ROOF CONSTRUCTION 0 0
FIRE WALLS 0 0
OCCUPANCY CLASSIFICATION AND ALLOWABLE BUILDING AREAS
THE EXISTING BUILDING IS NFPA 101 OCCUPANCY TYPE ASSEMBLY.
THE EXISTING BUILDING IS NOT SPRINKLERED.
FIRE PROTECTION/ LIFE SAFETY SYSTEMS
SPRINKLER SYSTEM: NOT REQUIRED, NOT PROVIDED.
SMOKE DETECTION: REQUIRED BY IBC AND NFPA 101, PROVIDED.
EMERGENCY LIGHTING: REQUIRED BY IBC AND NFPA 101, PROVIDED.
PANIC HARDWARE: REQUIRED BY IBC AND NFPA 101 FOR OCCUPANT LOADS EXCEEDING 50, PROVIDED.
EXIT SIGNS: REQUIRED BY IBC AND NFPA 101, PROVIDED.
FIRE EXTINGUISHERS: REQUIRED BY NFPA 101, PROVIDED.
FINISH: CLASS A, B OR C FINISHES PERMITTED
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Level 1 LSP
08/11/2026 4:31:15 PM
DN
DN
WALK-IN
FRIDGE/FREEZER
4 4 4 4 4 1
14 17
DINING
MECH
STORAGE
ELEC
TOILET
TOILET
KITCHEN
JAN /
TRAY
DROP
EXISTING WALK-IN
FRIDGE/FREEZER
4" / 1'-0"
4" / 1'-0"
REMOVE CANOPY
PREP FOR NEW FASCIA AND GUTTER
REMOVE SHINGLE ROOF
AND UNDERLAYMENT
49 SF
ELEC
WALK-IN
FRIDGE/FREEZER
55 SF
STORAGE
48 SF
MECH
16 SF
TOILET
17 SF
TOILET
708 SF
KITCHEN
76 SF
JAN / TRAY DROP
3584 SF
DINING
PROJECT NUMBER:
ISSUE DATE:
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DEMOLITION PLAN NOTES
KEYNOTES
1. REMOVE DOOR AND PREP FOR NEW DOOR.
2. PREP OPENING FOR NEW SIZE.
3. REMOVE DOOR PANEL.
4. REMOVE WINDOW AND PREP FOR NEW WINDOW OF THE SAME SIZE.
5. REMOVE WINDOW AND PREP FOR IN-FILL WALL.
6. REMOVE WINDOW AND PREP FOR NEW DOOR.
7. REMOVE WALLS AND SIDEWALK.
8. REMOVE PLUMBING FIXTURE AND CAP UTILITIES.
9. CUT FLOOR SLAB AS REQUIRED FOR MEP WORK AND PATCH BACK.
10. REMOVE CEILING.
11. PREP EXTERIOR FOR NEW PAINT.
12. REMOVE SIDEWALK AND PREP FOR NEW WORK.
13. PREP AREA FOR NEW CANOPY.
14. PREP FLOOR FOR NEW TILE.
15. REMOVE DOOR AND PREP FOR NEW DOOR OF THE SAME SIZE.
16. UNDER ALTERNATE #2, REMOVE EXISTING WALK-IN FREEZER/COOLER, AND STAIR, AND PREP FOR EXPANDED FREEZER AND COOLER.
17. REMOVE GYP CEILING WHERE NECESSARY FOR NEW WORK, PATCH ALL HOLES.
18. UNDER ALTERNATE #2, DOOR TO BE MOVE TO NEW EXTERIOR WALL AND MASONRY HEADER TO BE INSTALLED AT EXISTING OPENING.
19. UNDER ALTERNATE #1, REPLACE KITCHEN HOODS. SEE MEP FOR DETAILS.
20. KITCHEN HOOD TO BE REMOVED. SEE MEP FOR DETAILS.
GENERAL NOTES:
1. SEE MEP PLANS FOR ADDITIONAL DEMOLITION REQUIREMENTS.
2. COORDINATE DEMOLITION WORK WITH CONTINUED OPERATIONS OF THE OWNER.
3. PROTECT OCCUPIED AREAS AND ROOMS UNAFFECTED BY THE CONSTRUCTION FROM DUST, FUMES, ETC.
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Level 1 Demo
1/8" = 1'-0"
Roof Demo Plan
1/8" = 1'-0"
Level 1 Existing
DN DN
A2013
A201
A201
49 SF
ELEC
e108
EXISTING WALK-IN
FRIDGE/FREEZER
55 SF
STORAGE
e105
48 SF
MECH
e104
STORAGE
e106
708 SF
KITCHEN
e103
76 SF
TRAY DROP
e102
2817 SF
DINING
ADA
UNISEX
TOILET
ADA
UNISEX
TOILET
STORAGE
e107
93 SF
VEST
101A
JANITOR
63 SF
DATA
101A
101B
410 SF
SERVERY
101B
CANOPY ROOF EDGE
F
E
A401
C6aC a
C6a
C a
C a
C a
C a
C a
C6a
C6a
C a
6' - 0"
/2
15' - 3 1/4"
A201 4
A
A
A
A A A
101D 103
101C
AAA A A
11' - 8"
:4
:4
:1
:1
WALK-OFF GRATE
WALK-OFF GRATE
A601
A601
A601
A302
WHITE
BOARD
WHITE
BOARD
3' - 4"
12' - 2 3/4"
A301
A301
A301
A302
Sim
A302
A302
A BDOOR TYPE
1 1FRAME TYPE
2" 2"
FLUSH
C
2"
FLUSH
GL1
GL1 = 1" INSULATED LOW-E BLAST RESISTANT SAFETY GLAZING
GL2 = 1" INSULATED LOW-E BLAST RESISTANT ANNEALED GLAZING
1. PROVIDE A THROUGH-PENETRATION FIRESTOP SYSTEM AT EVERY
PENETRATION OF FIRE RESISTANT RATED CONSTRUCTION AS
INDICATED ON G100 SERIES DRAWINGS. COORDINATE WITH MEP
AND OTHER SYSTEM DRAWINGS.
2. DIMENSIONS SHALL SUPERSEDE DRAWINGS. DO NOT SCALE
DRAWINGS. WHERE A MISSING OR CONFLICTING DIMENSION
OCCURS, THE ARCHITECT SHALL BE CONTACTED IMMEDIATELY TO
OBTAIN THE NECESSARY CLARIFICATION.
3. ALL DIMENSIONS OF MASONRY WALLS ASSUME ACTUAL DIMENSIONS
OF MASONRY UNITS. ALL DIMENSIONS TO GYPSUM BOARD AND STUD
PARTITIONS ARE TO THE FACE OF THE GYPSUM BOARD.
4. REFER TO G001 FOR ABBREVIATIONS AND SYMBOLS.
5. REFER TO A601 FOR PARTITION TYPES.
6. PROVIDE CONTROL JOINTS IN PARTITIONS AS INDICATED ON A601.
7. REFER TO A100 SERIES FOR OVERALL DIMENSIONS.
8. REFER TO A700 SERIES DRAWINGS FOR FINISH INFORMATION
INCLUDING SPECIALTY DRYWALL AND BLOCKING INFORMATION.
9. PROVIDE (24) 4'X4' ACOUSTICAL PANELS MOUNTED TO THE WALLS
AND CEILING OF THE DINING AREA AT LOCATIONS DIRECTED BY THE
ARCHITECT AND OWNER.
A201
WALK-IN FRIDGE
WALK-IN FREEZER
D7
4' - 8"
4' - 0"
A302
A302
Sim
VERIFY IN FIELD
A302
24' - 8"
4" X 8" PRECAST CONCRETE LINTEL
(1 PER 4" OF WALL THICKNESS),
BEARING 8" ON EACH END
MASONRY WALL,
TEMPORARILY SUPPORT
WHILE INSTALLING
LINTEL IN EXISTING
WALLS
DOOR FRAME
PROJECT NUMBER:
ISSUE DATE:
CHECKED BY:
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CONSULTANTS:
A101
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DOOR SCHEDULE
FIRE
RATING WIDTH HEIGHT
PANEL FRAME
NOTES #TYPE MATL TYPE MATL
101A 6' - 2" 7' - 10" CC HM 2 HM 101A
101B 6' - 2" 7' - 10" CC HM 2 HM 101B
101C 3' - 0" 7' - 0" B HM 1 HM 101C
101D 3' - 0" 7' - 0" A HM 1 HM 101D
101E 3' - 0" 7' - 0" A HM 1 HM 101E
101F 6' - 0" 7' - 0" AA HM 1 HM 101F
103 3' - 0" 7' - 0" A HM 1 HM 103
104 2' - 6" 7' - 0" A HM 1 HM 104
110 3' - 0" 7' - 0" A HM 1 HM 110
111 3' - 0" 7' - 0" A HM 1 HM 111
112 3' - 0" 7' - 0" A HM 1 HM 112
113 3' - 0" 7' - 0" A HM 1 HM 113
1/8" = 1'-0"
Level 1
N o
D e s c ri p ti o n
D a te
1/8" = 1'-0"
Level 1 Stored Equipment Plan
DOOR TYPESGENERAL FLOOR PLAN NOTES
1/8" = 1'-0"
Level 1 ALTERNATE #2
1 1/2" = 1'-0"
MASONRY DOOR LINTEL DETAIL
SUPPLY DIFFUSER
RETURN GRILLE
EXHAUST GRILLE
SURFACE MOUNTED FLUORESCENT FIXTURE
2X2 RECESSED FLUORESCENT FIXTURE
DUAL HEAD EMERGENCY LIGHT
EXIT SIGN
EXTERIOR WALL PACK
SURFACE MOUNTED ROUND FLUORESCENT FIXTURE
PRE ENGINEERED CANOPY
A.F.F.
GWB on Mtl. Stud
8' - 0" A.F.F.
GWB on Mtl. Stud 8' - 0"
A.F.F.
GWB on Mtl. Stud
8' - 0" A.F.F.
GWB on Mtl. Stud 8' - 0"
A.F.F.
GWB on Mtl. Stud
8' - 0"
PRE ENGINEERED CANOPY
A.F.F.
2' x 2' ACT System
9' - 0"
A.F.F.
EXISTING GWB
10' - 0"
A.F.F.
EXISTING GWB
8' - 0"
A.F.F.
EXISTING GWB
10' - 0"A.F.F.
EXISTING GWB
10' - 0" A.F.F.
EXISTING GWB
10' - 0"
EXISTING GWB
10' - 0" A.F.F.
A.F.F.
EXISTING GWB
10' - 0"
SHEET METAL PIPE ENCLOSURE,
BY JC INNOVATIONS OR SIMILAR
13' - 0"
PRE ENGINEERED CANOPY
STANDING SEAM
METAL ROOF
PRE ENGINEERED CANOPY
9' - 4"
10' - 0"
A111
A111
REPLACE GUTTERS
AND DOWNSPOUTS
FALL
PROTECTION
RAILING
DS
DS
DSDS
DS
DS
DS DS DS
DS
SNOW RAIL
SNOW
RAIL
EXISTING ROOF DECK
NEW UNDERLAYMENT AND
STANDING SEAM METAL ROOF
STANDING SEAM SIDING
PLYWOOD SHEATHING
2X4 FRAMING
SOFFIT
METAL RAKE W/ DRIP EDGE
UNDERLAYMENT AND
STANDING SEAM METAL ROOF
SEE MEP FOR DETAILS.
DUCT
4" / 1
2" SLOPE
DRYWALL CEILING, ROOF JOISTS SHOWN ABOVE
FREEZER CEILING
COOLER CEILING
CANOPY CEILING
PROJECT NUMBER:
ISSUE DATE:
CHECKED BY:
SHEET NUMBER:
S H
E E
T T
IT
L E
A
L L R
IG
H
T S
R E
S E
R V
E D
M O
N T
U M
A R
C H
IT
E
C T
U R
E L L C
SEAL:
CONSULTANTS:
A111
R E
F L E
C T
E D
C E
IL
IN
G
R O
O F
P L A
N
M25019
B U
IL
D
IN
G
R
E N
O V
A T
IO
N
W E
S T
V
IR
G
IN
IA
A
R M
Y N
A T
IO
N
A L G
U A
R D
08/11/2026
TFP
IS
S
U E
D F
O R
B
ID
D
IN
G
C A
M P
D A
W S
O N
K
IN
G W
O O
D
W V
REFLECTED CEILING LEGEND
N o
D e s c ri p ti o n
D a te
1/8" = 1'-0"
Level 1
1/8" = 1'-0"
Roof Plan
1/8" = 1'-0"
Roof Plan ALT #2
1 1/2" = 1'-0"
DUCT DORMER DETAIL
1/8" = 1'-0"
Level 1 ALT #2
A A A
STANDING SEAM METAL ROOF
PAINTED
CEMENTITIOUS
SIDING
PRE ENGINEERED CANOPY
SNOW RAIL
A A A A A
PRE ENGINEERED CANOPY
PRE ENGINEERED
CANOPY
SNOW RAIL
SNOW RAIL
A A A
SNOW RAIL
3' - 4"
GL2
A
SINGLE HUNG
PROJECT NUMBER:
ISSUE DATE:
CHECKED BY:
SHEET NUMBER:
S H
E E
T T
IT
L E
A
L L R
IG
H
T S
R E
S E
R V
E D
M O
N T
U M
A R
C H
IT
E
C T
U R
E L L C
SEAL:
CONSULTANTS:
A201
B U
IL
D
IN
G
E L E
V A
T
IO
N S
M25019
B U
IL
D
IN
G
R
E N
O V
A T
IO
N
W E
S T
V
IR
G
IN
IA
A
R M
Y N
A T
IO
N
A L G
U A
R D
08/11/2026
TFP
IS
S
U E
D F
O R
B
ID
D
IN
G
C A
M P
D A
W S
O N
K
IN
G W
O O
D
W V
N o
D e s c ri p ti o n
D a te
1/8" = 1'-0"
North
1/8" = 1'-0"
South
1/8" = 1'-0"
East
1/8" = 1'-0"
West
WINDOW TYPE
1/8" = 1'-0"
North ALT #2
Level 1
0' - 0"
ROOF BEARING
10' - 0"
Level 1
0' - 0"
ROOF BEARING
10' - 0"
Level 1
0' - 0"
ROOF BEARING
10' - 0"
PA OFFICE:
PO BOX 42
GARARDS FORT, PA 15334
PH: (724) 966-5655
WV OFFICE:
54 WEST RUN RD
MORGANTOWN, WV 26508
PH: (304) 291-2234
PROJECT NUMBER:
ISSUE DATE:
CHECKED BY:
SHEET NUMBER:
S H
E E
T T
IT
L E
A
L L R
IG
H
T S
R E
S E
R V
E D
M O
N T
U M
A R
C H
IT
E
C T
U R
E L L C
SEAL:
CONSULTANTS:
A301
B U
IL
D
IN
G
S E
C T
IO
N
S
M25019
B U
IL
D
IN
G
R
E N
O V
A T
IO
N
W E
S T
V
IR
G
IN
IA
A
R M
Y N
A T
IO
N
A L G
U A
R D
08/11/2026
TFP
IS
S
U E
D F
O R
B
ID
D
IN
G
C A
M P
D A
W S
O N
K
IN
G W
O O
D
W V
N o
D e s c ri p ti o n
D a te
1/8" = 1'-0"
Detail 0
1/8" = 1'-0"
Detail 1
1/8" = 1'-0"
Detail 2
Level 1
0' - 0"
ROOF BEARING
10' - 0"
GRADE
HORIZONTAL FIBER
CEMENT SIDING
2X4 FURRING
1 1/2" SPRAY
FOAM INSULATION
DRIP EDGE
REMOVE EXISTING BATT
INSULATION AND INSTALL 6"
SPRAY FOAM ABOVE CEILING
METAL ROOFING
ATTIC VENTILATION BAFFLE
ROOF BEARING
10' - 0"
1/4" / 1'-0" EPDM ROOFING
ALUMINUM WRAPPED FASCIA
GUTTER
FIBER CEMENT SIDING
PLYWOOD SHEATHING
2X6 PT WALL W/ BATT INFILL
GRADE
WEATHER BARRIER
FILL
2" RIGID INSULATION
Level 1
0' - 0"
V E
R
IF
Y I N
F
IE
L D
V A
R
IE
S
1' - 0"
FILL
6" GRAVEL BASE
4" CONCRETE W/
REINFORCEMENT
Level 1
0' - 0"
WALK-IN COOLER
GRADE
FILL
GRAVEL
4" CONCRETE SLAB
W/ REINFORCEMENT
4,000 PSI SLAB W/ #4
BAR E.W. AT 12" O.C.6
" CRUSHER RUN
GRAVEL BASE
GRADE
COMPACTED EARTH
6"
FACE OF EQUIPMENT
PROJECT NUMBER:
ISSUE DATE:
CHECKED BY:
SHEET NUMBER:
S H
E E
T T
IT
L E
A
L L R
IG
H
T S
R E
S E
R V
E D
M O
N T
U M
A R
C H
IT
E
C T
U R
E L L C
SEAL:
CONSULTANTS:
A302
W A
L L
S E
C T
IO
N
S
D E
A T
IL
S
M25019
B U
IL
D
IN
G
R
E N
O V
A T
IO
N
W E
S T
V
IR
G
IN
IA
A
R M
Y N
A T
IO
N
A L G
U A
R D
08/11/2026
TFP
IS
S
U E
D F
O R
B
ID
D
IN
G
C A
M P
D A
W S
O N
K
IN
G W
O O
D
W V
N o
D e s c ri p ti o n
D a te
1" = 1'-0"
EXTERIOR WALL FURRING SECTION
1" = 1'-0"
ALTERNATE #2 SECTION
1" = 1'-0"
EXTERIOR STAIR SECTION
3/4" = 1'-0"
WALK-IN COOLER PAD EXTENSION
1 1/2" = 1'-0"
EQUIPMENT HOUSEKEEPING PAD
08/11/2026 4:31:16 PM
O
O O
O
C G
C G
G
G
M
DN
12" MAX
42" MIN
54" MIN
T
O
T O
T O
P O
F G
R A
B B
A R
T
O
T O
T O
P O
F S
E A
T
GENERAL NOTES:
1. GRAB BAR DIAMETER: 1-1/4" MIN TO 2" MAX WITH
1-1/2" SPACE BEHIND TO WALL
2. COVER ALL BELOW SINK PIPING WITH JACKETED
INSULATION.
3. COORDINATE PAPER TOWEL, TOILET PAPER, AND
LIQUID SOAP DISPENSER TYPES WITH OWNER.
39" to 41" TO CENTER
M
IN
T
O
56" MIN CLEAR FLOOR AREA
7" TO 9"
TO CENTER OF DISPENSER
24" MIN 18"
TOILET PAPER DISPENSER
MOUNTING RANGE,
"THROAT" OF DISCHARGE TO
BE COMPLETELY WITHIN
THIS AREA
24" 12"
M
IN
G R
A B
B A
R
/2
M
IN
C L E
A R
A N
C E
T O
24" MIN 12" MIN
16" TO 18"
60" MIN CLEAR FLOOR AREA
T
O
T O
T O
P O
F G
R A
B B
A R
FLUSH HANDLE MUST ON
SIDE AWAY FROM WALL
25" MAX
11" MIN 6" MAX
8" MIN
M
IN
M
IN
M A
X
48" MIN CLEAR FLOOR AREA
18" MIN
30" MIN CLEAR FLOOR AREA
M
IN
T O
R E
F L
E C
T
IN
G S
U R
F A
C E 18"X30"
MIRROR
T O
O P
E R
A T
O R
D
IS
C
H A
R G
E
P R
E F
E R
R E
D
M A
X
T O
O P
E R
A T
O R
D
IS
C
H A
R G
E
P R
E F
E R
R E
D
M A
X
PAPER
TOWEL
DISPENSER
LIQUID
SOAP
DISPENSER
DATA
ADA
UNISEX
TOILET
ADA
UNISEX
TOILET
JANITOR
7' - 2" 7' - 2"
/4
A401
A401 6
PTDPTDPTD PTD
5' - 0"
4' - 1 11/16"
LUG
SPD
MR1
PTD
LUG
SPD
GB1
TPD
GB1
TPD
LABEL DESCRIPTION
TOILET ACCESSORIES LEGEND
PTD
GB1
LUG
MR1
SPD
TPD
PAPER TOWEL DISPENSER (BY OWNER)
1 1/2" DIAMETER STAINLESS STEEL HORIZ/VERTICAL GRAB BAR
LAVATORY UNDERGUARD
24" X 40" MIRROR
SOAP DISPENSER (BY OWNER)
TOILET TISSUE DISPENSER (BY OWNER)
RHB SHELF, RAG, HOOK, AND BROOM HOLDER
RHB
PROJECT NUMBER:
ISSUE DATE:
CHECKED BY:
SHEET NUMBER:
S H
E E
T T
IT
L E
A
L L R
IG
H
T S
R E
S E
R V
E D
M O
N T
U M
A R
C H
IT
E
C T
U R
E L L C
SEAL:
CONSULTANTS:
A401
E N
L A
R G
E D
P L A
N S
E
L E
V A
T
IO
N S
M25019
B U
IL
D
IN
G
R
E N
O V
A T
IO
N
W E
S T
V
IR
G
IN
IA
A
R M
Y N
A T
IO
N
A L G
U A
R D
08/11/2026
TFP
IS
S
U E
D F
O R
B
ID
D
IN
G
C A
M P
D A
W S
O N
K
IN
G W
O O
D
W V
N o
D e s c ri p ti o n
D a te
1/2" = 1'-0"
TYPICAL BATHROOM ELEVATIONS
1/4" = 1'-0"
ENLARGED JAN & TOILETS
1/4" = 1'-0"
A 1/4" = 1'-0"
B
1/4" = 1'-0"
C 1/4" = 1'-0"
D
TYPICAL ADA UNISEX TOILET
1/4" = 1'-0"
E
JANITOR
UNBONDED
INTERSECTION
BONDED
INTERSECTION
AT CHANGE OF
WALL THICKNESS
AT RECESSES
AND CHASES
AT ONE SIDE
ABOVE OPENINGS
LESS THAN 6" WIDE
AT BOTH SIDES
ABOVE OPENINGS
OVER 6" WIDE
AT CHANGE OF
WALL
CONSTRUCTION
AT EXPANSION
OR
CONSTRUCTION
JOINTS IN FLOOR,
FND OR WALL
BELOW
AT CHANGES IN
HEIGHT OVER 16"
PROVIDE C.J. BELOW
OPENINGS THAT DO
NOT EXTEND TO FLOOR
NOTE: PROVIDE A CONTROL JOINT AT MAXIMUM SPACING
OF L & AT TYPICAL CONDITIONS INDICATED.
L = LESSOR OF 50' MAX. OR 3 TIMES WALL HEIGHT.
WHERE
STRUCTURE
INTERRUPTS WALL
THICKNESS
L L
/2
PLAN
BASE
CEILING
STRUCTURE
CEILING
# WIDTH
SOUND RATING
FIRE RATING
X NONE
9-5/8"
11-5/8"
3-5/8"
5-5/8"
7-5/8"
#C
CONCRETE MASONARY UNIT
a
NOTE: PROVIDE CAULKING
AROUND ALL WALL
PENETRATIONS
ACOUSTICAL
CAULKING
UNDERSIDE OF FLOOR/
ROOF DECK
MINERAL WOOL BATT
INSULATION
INTERIOR WALL
EXTERIOR WALL
NOTES:
1. SEE ARCH DRAWINGS FOR EXACT LOCATION OF CONTROL JOINTS.
2. HORIZONTAL REINFORCEMENT TO STOP AT EACH SIDE OF CONTROL
JOINT.
3. MAXIMUM SPACING OF CONTROL JOINTS SHALL NOT EXCEED 40'-0".
4. TYPICAL TRUSS TYPE HORIZONTAL REINFORCEMENT NOT SHOWN FOR
CLARITY. (SEE GENERAL NOTES)
5. DO NOT CUT CONTINUOUS BOND BEAMS OR BOND BEAM
REINFORCEMENT AT CONTROL JOINTS.
CONTROL JOINT
CONTROL JOINT
GROUT CELL EACH SIDE OF CONTROL
JOINT AND PLACE (1)-TYPICAL BAR
JOINT STABILIZATION ANCHOR @ 16"
O.C. IN HORIZONTAL MORTAR JOINT
GROUT CELL EACH SIDE OF CONTROL
JOINT AND PLACE (1)-TYPICAL BAR
NOTES:
1. CORNER/INTERSECTION REINFORCEMENT SHALL BE LAPPED WITH
THE TYPICAL TRUSS TYPE HORIZONTAL REINFORCEMENT & EXTEND A
MINIMUM OF 30" IN EACH DIRECTION AT THE INTERSECTION.
2. SEE GENERAL NOTES FOR SPACING OF TYPICAL HORIZONTAL
REINFORCEMENT.
3. TYPICAL TRUSS TYPE HORIZONTAL REINFORCEMENT NOT SHOWN FOR
CLARITY.
4. SEE 5/S501 FOR TYPICAL CORNER BLOCK LAYUP PATTERN(S).
PRE-FAB TRUSS TYPE CORNER
HORIZONTAL REINFORCEMENT
(@ 8" O.C. @ EXTERIOR WALLS)
(@ 16" O.C. @ INTERIOR WALLS)
GROUT CELLS AS SHOWN
AND PLACE (1) TYPICAL BAR
(AT EXTERIOR WALLS ONLY)
PRE-FAB TRUSS TYPE CORNER
HORIZONTAL REINFORCEMENT
(@ 8" O.C. @ EXTERIOR WALLS)
(@ 16" O.C. @ INTERIOR WALLS)
GROUT CELLS AS SHOWN
AND PLACE (1) TYPICAL BAR
(AT EXTERIOR WALLS ONLY)
EXISTING CMU
4" X 4" X 1/4" ANGLE, WITH 6"
BEARING EACH SIDE OF
OPENING,
INSTALL BEFORE REMOVING
BLOCK BELOW
4" X 4" X 1/4" ANGLE, WITH 6"
BEARING EACH SIDE OF
OPENING,
INSTALL BEFORE REMOVING
BLOCK BELOW
DUCT
SEAL ALL AROUND DUCT
WITH SMOKE TIGHT OR
FIRE RATED SYSTEM,
ACCORDING TO PLANS
EXISTING WALL
INTERNAL RAIN DIVERTER
CANOPY FRAME
ALUM. SOFFIT PANEL
GUTTER BEAM
ANCHOR PER MANUFACTURE
FASHING PER MANUFACTURE
PROJECT NUMBER:
ISSUE DATE:
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S H
E E
T T
IT
L E
A
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IG
H
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S E
R V
E D
M O
N T
U M
A R
C H
IT
E
C T
U R
E L L C
SEAL:
CONSULTANTS:
A601
P A
R T
IT
IO
N S
C H
E D
U L
E S
D
E T
A
IL
S
M25019
B U
IL
D
IN
G
R
E N
O V
A T
IO
N
W E
S T
V
IR
G
IN
IA
A
R M
Y N
A T
IO
N
A L G
U A
R D
08/11/2026
TFP
IS
S
U E
D F
O R
B
ID
D
IN
G
C A
M P
D A
W S
O N
K
IN
G W
O O
D
W V
N o
D e s c ri p ti o n
D a te
3/4" = 1'-0"
TYP CMU CONT JOINT
3/4" = 1'-0"
TYP NON-COL CMU WALL
CORNER-INTER
1/4" = 1'-0"
TYP CMU CONT JOINT DIAGRAM (PLAN)
1 1/2" = 1'-0"
CMU WALL PENETRATION DETAIL
1" = 1'-0"
PRE ENGINEERED METAL CANOPY
JANITOR
ADA
UNISEX
TOILET
ADA
UNISEX
TOILET
DATA
VEST
101A TRAY
DROP
e102
DINING
SERVERY
101B
STORAGE
e106
STORAGE
e107
MECH
e104
STORAGE
e105
ELEC
e108
KITCHEN
e103
P-1
P -1
P-1
P -1
EX
P-1
P -1
P-1
P -1
PT-1
PB-1
P-1
P -1
P-1
P -1
EX
P-1
P -1
P-1
P -1
EX
P-1
P -1
P-1
P -1
QT-1
QB-1
P-1
P -1
P-1
P -1
EX
P-1 P
-1
P-1 P
-1
EX
P-1
P -1
P-1
P -1
EX
P-1
P -1
P-1
P -1
EX
P-1
P -1
P-1
P -1
EX
P-1
P -1
P-1
P -1
EX P-1
P -1
P-1
P -1
EX
WALK-OFF GRATE
WALK-OFF GRATE
WALK-IN FRIDGE
WALK-IN FREEZER
P-1
P -1
P-1
P -1
CON
ADDITIVE ALTERNATE #2 ONLY
PROJECT NUMBER:
ISSUE DATE:
CHECKED BY:
SHEET NUMBER:
S H
E E
T T
IT
L E
A
L L R
IG
H
T S
R E
S E
R V
E D
M O
N T
U M
A R
C H
IT
E
C T
U R
E L L C
SEAL:
CONSULTANTS:
A701
F
IN
IS
H
P L A
N S
M25019
B U
IL
D
IN
G
R
E N
O V
A T
IO
N
W E
S T
V
IR
G
IN
IA
A
R M
Y N
A T
IO
N
A L G
U A
R D
08/11/2026
TFP
IS
S
U E
D F
O R
B
ID
D
IN
G
C A
M P
D A
W S
O N
K
IN
G W
O O
D
W V
INTERIOR FINISHS
FINISH TYPE LABEL MATERIAL
BASE
BASE PB-1 PORCELIN TILE BASE
BASE QB-1 QUARY TILE BASE
FLOOR
FLOOR PT-1 PORCELAIN TILE
FLOOR QT-1 QUARY TILE
FLOOR CON CONCRETE
MISCELLANEOUS
MISCELLANEOUS GT-1 GROUT
TRIM
TRIM TH-1 THRESHOLD TRIM
WALL
WALL P-1 PAINT
N o
D e s c ri p ti o n
D a te
1/4" = 1'-0"
Level 1 FINISH PLAN
GENERAL FINISH NOTES:
1. PAINT ALL DOOR FRAMES AND PANELS TO MATCH EXISTING COLOR
2. PAINT ALL CEILINGS P-1
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
13.
14.
15.
16.
17.
18.
19.
20.
21.
22.
23.
24.
25.
26.
PROVIDE ALL MATERIALS AND EQUIPMENT AND PERFORM ALL
LABOR REQUIRED TO INSTALL COMPLETE AND OPERABLE
PLUMBING SYSTEMS AS INDICATED ON THE DRAWING, AS
SPECIFIED, AND REQUIRED BY CODE.
RUN ALL SOIL WASTE AND VENT PIPING WITH 2% MIN. GRADE
UNLESS OTHERWISE NOTED. HORIZONTAL VENT PIPING SHALL
BE GRADED TO DRIP BACK TO THE SOIL OR WASTE PIPE BY
GRAVITY.
MAINTAIN A MIN. 3'-0" OF GROUND COVER OVER ALL
UNDERGROUND WATER MAINS AND A MIN. 3'-0" OF GROUND
COVER OVER ALL UNDERGROUND SEWERS AND DRAINS.
PROVIDE SHUTOFF VALVES IN ALL DOMESTIC WATER PIPING
SYSTEMS AT ALL SERVICE POINTS AND AT BRANCHES IN WHICH
PIPING SERVES TWO OR MORE FIXTURES.
UNLESS OTHERWISE NOTED, ALL DOMESTIC COLD AND HOT
WATER PIPING SHALL BE A MIN. OF 1/2" SIZE.
UNLESS OTHERWISE NOTED, ALL PIPING IS OVERHEAD, TIGHT TO
UNDERSIDE OF SLAB w/ SPACE FOR INSULATION IF REQUIRED.
PIPING IS TO BE "TOP DOWN".
INSTALL PIPING SO THAT ALL VALVES, STRAINERS, UNIONS,
TRAPS, FLANGES, AND OTHER APPURTENANCES REQUIRING
ACCESS ARE ACCESSIBLE.
WHERE DOMESTIC COLD AND HOT WATER PIPING DROPS INTO A
PIPE CHASE. THE SIZE SHOWN FOR THE PIPE DROPS SHALL BE
USED TO THE LAST FIXTURE.
ALL PIPING SHALL CLEAR DOORS AND WINDOWS.
ALL PIPING SHALL GRADE TO LOW POINTS. PROVIDE HOSE END
DRAINS VALVES AT THE BOTTOM OF ALL RISERS AND LOW
POINTS.
UNIONS AND/OR FLANGES SHALL BE INSTALLED AT EACH PIECE
OF EQUIPMENT, IN BYPASSES, AND IN LONG PIPING RUNS
(GREATER THAN 100 FEET) TO PERMIT DISASSEMBLY FOR
ALTERATIONS AND REPAIRS.
ALL VALVES SHALL BE ADJUSTED FOR SMOOTH AND EASY
OPERATION.
PROVIDE ALL PLUMBING FIXTURES AND EQUIPMENT w/
ACCESSIBLE STOPS.
PROVIDE CLEANOUTS IN SANITARY AND STORM DRAINAGE
SYSTEMS AT ENDS OF RUNS, AT CHANGES IN DIRECTIONS, NEAR
THE BASE OF STACKS, EVERY 50'-0" IN HORIZONTAL RUN AND
ELSEWHERE AS INDICATED.
ALL CLEANOUTS SHALL BE FULL SIZE OF PIPE FOR PIPE SIZES 4
INCHES AND SMALLER AND SHALL BE 4 INCHES FOR PIPE SIZES
LARGER THAN 4 INCHES.
ALL BALANCING VALVES AND BUTTERFLY VALVES SHALL BE
PROVIDED w/ POSITION INDICATORS AND MAXIMUM ADJUSTABLE
STOP (MEMORY STOPS).
ALL VALVES SHALL BE INSTALLED SO THAT THE VALVE REMAINS
IN SERVICE WHEN EQUIPMENT OR PIPING ON EQUIPMENT SIDE
OF VALVE IS REMOVED.
ALL PIPING WORK SHALL BE COORDINATED w/ ALL TRADES
INVOLVED. OFFSETS IN PIPING AROUND OBSTRUCTIONS SHALL
BE PROVIDED AT NO ADDITIONAL COST TO THE OWNER.
PROVIDE FLEXIBLE CONNECTIONS IN ALL PIPING SYSTEMS
CONNECTED TO PUMPS AND OTHER EQUIPMENT WHICH
REQUIRE VIBRATION ISOLATION. FLEXIBLE CONNECTIONS SHALL
BE PROVIDED AS CLOSE TO THE EQUIPMENT AS POSSIBLE OR AS
INDICATED ON THE DRAWINGS.
DOMESTIC WATER PIPING TO BE TYPE "L" COPPER w/ SOLDERED
OR MECHANICALLY PRESSED FITTINGS, OR CROS-LINKED PEX
PIPING USING BRONZE FITTINGS W/ STAINLESS STEEL BANDED
CLAMPS OR EXPANSION FITTINGS. WHERE PEX IS USED, COPPER
STUB-OUTS WILL BE INSTALLED AT ALL FIXTURE CONNECTIONS.
WASTE PIPING TO BE P40 PVC (BURIED OR CONCEALED), OR
CAST IRON NO-HUB (EXPOSED). VENT SANITARY PIPING AS
NECESSARY PER I.P.C. 2018. VENT THROUGH THE ROOF SUCH
THAT THE OUTSIDE AIR INTAKE IS MIN. OF 10'-0" FROM VENT.
COORDINATE ALL STUB-UPS, EXACT FIXTURE TYPE AND SIZES,
ETC. w/ GENERAL CONTRACTOR AND FOR FIT w GENERAL
CONTRACTOR INSTALLED CABINETRY, ETC. AND FOR FINAL WALL
LOCATIONS. FIELD ADJUST LOCATIONS FOR COORDINATION AS
NECESSARY. AVOID EXCESSIVE ADDITIONAL PIPE FITTINGS.
PRESSURE TEST ALL SUBGRADE PIPING AND MAINTAIN
PRESSURE TESTING DURING CONCRETE POURS.
PRESSURE TEST ALL DOMESTIC WATER PIPING w/ WATER. AIR
TESTING IS NOT PERMITTED.
FINAL COORDINATION OF SCOPE OF WORK, DIMENSIONS,
FIXTURE PLACEMENT, ROUTING, ETC. IS THE RESPONSIBILITY OF
THE GENERAL CONTRACTOR AND ALL SUB-CONTRACTORS
PRIOR TO BIDDING. VERIFY ALL FIELD CONDITIONS AND
MEASUREMENTS PRIOR TO BIDDING. COORDINATE ALL WORK w/ OTHER TRADES. COORDINATE ALL MOUNTED DEVICES w/ ALL
OTHER TRADES PRIOR TO INSTALLATION. FIRESTOP ALL
PENETRATIONS OF FIRE WALL (SEE ARCH. PLANS) AND FLOORS.
ALL WORK TO MEET REQUIREMENTS OF CURRENT
INTERVENTIONAL PLUMBING CODE, INTERNATIONAL
MECHANICAL CODE, STATE AND LOCAL CODES AND
REQUIREMENTS AND INTERNATIONAL FUEL GAS CODE.
EXTEND ALL VENTS THROUGH ROOF.
PLUMBING NOTES
L
--------------------A------------------------------------------------------------------------------------
AAV AUTOMATIC AIR VENT
ABV ABOVE
AD ACCESS DOOR
ADA AMERICANS WITH DISABLITIES ACT
AFF ABOVE FINISHED FLOOR
AFG ABOVE FINISHED GRADE
AHU AIR HANDLING UNIT
ALT ALTERNATE
ALUM ALUMINUM
AP ACCESS PANEL
APPROX APPROXIMATELY
ASSOC ASSOCIATED
ASSY ASSEMBLY
ATC AUTOMATIC TEMPERATURE CONTROL
AUTO AUTOMATIC
AUX AUXILIARY
AV AIR VENT
AVG AVERAGE
AWT AVERAGE WATER TEMPERATURE
---------------B----------------------------------------------------------------------------------------
BB BASEBOARD
BC BALANCING COCK
BD BLOW DOWN
BFF BELOW FINISHED FLOOR
BFG BELOW FINISHED GRADE
BFP BACKFLOW PREVENTER
BFV BUTTERFLY VALVE
BHP BRAKE HORESPOWER
BLDG BUILDING
BLR BOILER
BLW BELOW
BO BLOW OFF
BTM BOTTOM
BOP BOTTOM OF PIPE
BTUH BRITISH THERMAL UNIT PER HOUR
BV BALL VALVE
---------------C---------------------------------------------------------------------------------------
CA COMPRESSED AIR
CAP CAPACITY
CCW COUNTER CLOCKWISE
CDL CONDENSATE DRAIN LINE
CFH CUBIC FEET PER HOUR
CFM CUBIC FEET PER MINUTE
CFS CUBIC FEET PER SECOND
CHKV CHECK VALVE
CHWR CHILLED & HOT WATER RETURN
CHWS CHILLED & HOT WATER SUPPLY
CHWS&R CHILLED & HOT WATER SUPPLY AND RETURN
CIRC CIRCULATING
CI CAST IRON
CIRC CIRCULATING
CKT CIRCUIT
CLG CEILING
CL CENTER LINE
CMU CONCRETE MASONRY UNIT
C/O CLEAN OUT
COL COLUMN
COMB COMBINATION
COMP COMPRESSOR
CONC CONCRETE
COND CONDENSATE
CONN CONNECTION
CONT CONTINUATION
CONST CONSTRUCTION
COP COEFFICIENT OF PERFORMANCE
CORR CORRIDOR
CT COOLING TOWER
CU CONDENSING UNIT
CUH CABINET UNIT HEATER
Cv COEFFICIENT, VALVE FLOW
CW COLD WATER/CLOCKWISE
CWFT CONDENSER WATER FROM TOWER
CWR CHILLED WATER RETURN
CWS CHILLED WATER SUPPLY
CWS&R CHILLED WATER SUPPLY AND RETURN
CWTT CONDENSER WATER TO TOWER
---------------D----------------------------------------------------------------------
D DEEP
Db DRY BULB TEMPERATURE(ºF)
DCO DOUBLE CLEAN OUT
DEMO DEMOLISH
DEPT DEPARTMENT
DIA DIAMETER
DIAG DIAGRAM
DISCH DISCHARGE
DCW DOMESTIC COLD WATER
DHW DOMESTIC HOT WATER
DHWR DOMESTIC HOT WATER RETURN
DN DOWN
DP DIFFERENTIAL PRESSURE
DPT DEW POINT TEMPERATURE(ºF)
DR DRAIN
DWG DRAWING
DWH DOMESTIC WATER HEATER
DX DIRECT EXPANSION
----------------E----------------------------------------------------------------------
EA EACH
EC ELECTRICAL CONTRACTOR
EFF EFFICIENCY
ELEC ELECTRIC
ELEV ELEVATION
ENCL ENCLOSURE
ENT ENTERING
EP END PANEL/EXPLOSION PROOF
EQUIP EQUIPMENT
ER ECCENTRIC REDUCER(BOTTOMS FLAT)
ESP EXTERNAL STATIC PRESSURE
EXH EXHAUST
EXIST EXISTING
EXP EXPANSION
EWC ELECTRIC WATER COOLER
EWT ENTERING WATER TEMPERATUR(ºF)
----------------F----------------------------------------------------------------------
ºF FAHRENHEIT
FA FREE AREA
FB FREE BLOW
F&T FLOAT AND THERMOSTATIC TRAP
FC FLEXIBLE CONNECTION
FCD FLOW CONTROL DEVICE
FCO FLOOR CLEAN OUT
FCU FAN COIL UNIT
FD FIRE DAMPER/FLOOR DRAIN
FDN FOUNDATION
FF FOULING FACTOR
FIN FINISHED
FLA FULL LOAD AMPS
FLG FLANGE
FLR FLOOR
FNL FUNNEL
FOR FUEL OIL RETURN
FOS FUEL OIL SUPPLY
FOS&R FUEL OIL SUPPLY AND RETURN
FOV FUEL OIL VENT
FPB FAN POWERED BOX
FPM FEET PER MINUTE
FPS FEET PER SECOND
FT FIN-TUBE/FEET
FTG FITTING
FURN FURNISH
FV FACE VELOCITY
FW FEED WATER
----------------G----------------------------------------------------------------------
G GAS
GALV GALVANIZED
GA GAUGE, GAGE
GC GENERAL CONTRACTOR
GCWR GLYCOL CHILLED WATER RETURN
GCWS GLYCOL CHILLED WATER SUPPLY
GHWR GLYCOL HOT WATER RETURN
GHWS GLYCOL HOT WATER SUPPLY
GLV GLOBE VALVE
GPH GALLONS PER HOUR
GPM GALLONS PER MINUTE
GRAV GRAVITY
GRV GRAVITY ROOF VENTILATOR
GV GATE VALVE
----------------H----------------------------------------------------------------------
H HEIGHT
HB HOSE BIBB
HC HEATING CONTRACTOR;
HANICAPPED
HD HEAD/HUB DRAIN
HG MERCURY
HGR HANGER
HP HORSEPOWER/HEAT PUMP
HORIZ HORIZONTAL
HPD HIGH PRESSURE DRIP
HPR HIGH PRESSURE RETURN
HPS HIGH PRESSURE STEAM
HR HOUR
HTG HEATING
HTR HEATER
HUH HORIZONTAL UNIT HEATER
HV HIGH VELOCITY
HVAC HEATING, VENTILATING, AND AIR
CONDITIONING
HW HOT WATER
HWBG HOT WATER BELOW GRADE
HWOH HOT WATER OVER HEAD
HWR HOT WATER RETURN
HWS HOT WATER SUPPLY
HWS&R HOT WATER SUPPLY AND
RETURN
----------------I----------------------------------------------------------------------
ID INSIDE DIAMETER
IE INVERT ELEVATION
IN INCHES
INV INVERT
IN-WG INCHES-WATER GAGE
INSUL INSULATION
IPS IRON PIPE SIZE
IVS ISOLATION VALVE STATION
IW INDIRECT WASTE
----------------J----------------------------------------------------------------------
JT JOINT
----------------K ---------------------------------------------------------------------
KS KITCHEN SINK
----------------L----------------------------------------------------------------------
L LENGTH
LAV LAVATORY
LBS POUNDS
LBS/HR POUNDS PER HOUR
LF LINEAR FEET
LP LOW PRESSURE
LPD LOW PRESSURE DRIP
LPR LOW PRESSURE RETURN
LPG LOW PETROLEUM GAS
LPS LOW PRESSURE STEAM
LV LOW VELOCITY
LVG LEAVING
LWCO LOW WATER CUTOFF
LWT LEAVING WATER
TEMPERATURE(ºF)
----------------M----------------------------------------------------------------------
MAU MAKE-UP AIR UNIT
MAV MANUAL AIR VENT
MAX MAXIMUM
MBH THOUSAND BTUH
MC MECHANICAL CONTRACTOR
MCC MOTOR CONTROL CENTER
MECH MECHANICAL
MFG MANUFACTURER
MH MANHOLE
MIN MINIMUM
MISC MISCELLANEOUS
MPD MEDIUM PRESSURE DRIP
MPR MEDIUM PRESSURE RETURN
MPS MEDIUM PRESSURE STEAM
MS MINI-SPLIT SYSTEM
MTD MOUNTED
MTG MOUNTING
MTL METAL
MTR MOTOR
MWT MEAN WATER TEMPERATURE(ºF)
----------------N----------------------------------------------------------------------
N NORTH
N/A NOT APPLICABLE
NC NORMALLY CLOSED; NOISE CRITERIA
NEG NEGATIVE
NIC NOT IN CONTRACT
NM NONMETALLIC
NMAG NONMAGNETIC
NO NORMALLY OPEN
No NUMBER
NOM NOMINAL
NORM NORMAL
NPW NON POTABLE WATER
NTS NOT TO SCALE
NWL NORMAL WATER LEVEL
----------------O----------------------------------------------------------------------
OA OVERALL; OUTSIDE AIR
OC ON CENTER
OCC OCCUPANCY
OCPD OVERCURRENT PROTECTION DEVICE
OD OUTSIDE DIAMETER; OUTSIDE DIMENSION
ODS OXYGEN DEPRIVATION SENSOR
OF/CI OWNER FURNISHED / CONTRACTOR INSTALLED
OF/OI OWNER FURNISHED / OWNER INSTALLED
OFD OVER FLOW DRAIN
OH OVERHEAD
OPER OPERATED
OPP OPPOSITE
OPT OPTIONAL; OPTIMUM
OSHA OCCUPATIONAL SAFETY AND HEALTH
ADMINISTRATION
OSV OIL SAFETY VALVE
OUT OUTLET
OVC OVERCURRENT
OVF OVERFLOW
OZ OUNCE
----------------P----------------------------------------------------------------------
P PUMP
PC PLUMBING CONTRACTOR
PD PRESSURE DROP/PUMP
PE PNEUMATIC - ELECTRIC
PG PRESSURE DROP/PUMP DISCHARGE
PH PHASE
PLBG PLUMBING
PNL PANEL
PR PANEL RADIATOR
PRESS PRESSURE
PRV POWER ROOF VENTILATOR/PRESSURE REDUCING
VALVE
PS PIPE SUPPORT
PSI POUND PER SQUARE INCH
PSIA POUNDS PER SQUARE INCH ABSOLUTE
PSIG POUNDS PER SQUARE INCH GAGE
PT PRESSURE/TEMPERATURE TAP
PTAC PACKAGED TERMINAL AIR CONDITIONER
PVC POLYVINYL CHLORIDE
----------------Q----------------------------------------------------------------------
QTY QUANTITY
----------------R----------------------------------------------------------------------
RA RELIEF/RETURN AIR
RAD RADIATOR
RAF RETURN AIR FIXTURES
RCP RADIANT CEILING PANEL
RD ROOF DRAIN
REC RECESSED/RECEIVED
REFRIG REFRIGERANT
REG REGISTER
REINF REINFORCED
REQD REQUIRED
RET RETURN
REV REVISION
RF RETURN/RELIEF FAN
RH REHEAT COIL
RHG REFRIGERANT HOT
RL REFRIGERANT LIQUID
RM ROOM
RPM REVOLUTIONS PER MINUTE
RS REFRIGERANT SUCTION
RV RELIEF VALVE
RWC RAIN WATER CONDUCTOR
----------------S----------------------------------------------------------------------
SA SUPPLY AIR
SCH SCHEDULE
SDPR SMOKE DAMPER
SENS SENSIBLE
SEP SEPARATOR
SF SUPPLY FAN
SHT SHEET
SK SINK
SP STATIC PRESSURE (INCHES OF WATER)
SPEC SPECIFICATION
SPGR SPECIFIC GRAVITY
SQ SQUARE
SQFT SQUARE FOOT
SS STAINLESS STEEL UNIT
STAT STATIC
STD STANDARD
STL STEEL
STR STRAINER
SUP SUPPLY
SV SAFETY VALVE
SW SWITCH
----------------T----------------------------------------------------------------------
TA THROW AWAY
TCV TEMPERATURE CONTROL VALVE
TD TEMPERATURE DIFFERENCE
TDV TRIPLE DUTY VALVE
TEMP TEMPERATURE
TH THERMOMETER
THK THICK
TK TANK
TMV THRTMOSTATIC MIXING VALVE
TOT TOTAL
TP TRAP PRIMER/TRAP PRIMER SUPPLY
TRANS TRANSITION
TSP TOTAL STATIC PRESSURE
TSTAT THERMOSTAT
TYP TYPICAL
----------------U----------------------------------------------------------------------
UC UNDERCUT
UF UNDER FLOOR
UG UNDERGROUND
UH UNIT HEATER
UR URINAL
----------------V----------------------------------------------------------------------
V VOLTAGE/VALVE/VENT
VAC VACUUM
VEL VELOCITY
VERT VERTICAL
VFD VARIABLE FREQUENCY DRIVE
VFS VENTURI FLOW STATION
VOL VOLUME
VRF VARIABLE REFRIGERANT FLOW
VTR VENT THROUGH ROOF
----------------W----------------------------------------------------------------------
W WIDTH
W/ WITH
W/O WITHOUT
WA WATER HAMMER ARRESTER
Wb WET BULB TEMPERATURE(ºF)
WC WATER COLUMN/WATER CLOSET
WCO WALL CLEANOUT
WG WATER GAUGE
WH WALL HEATER
WL WATER LEVEL
WP WEATHERPROOF
WT WEIGHT
----------------Y----------------------------------------------------------------------
YCO YARD CLEANOUT
----------------Z----------------------------------------------------------------------
Z ZONE
ZCV ZONE CONTROL VALVE
PA OFFICE:
PO BOX 42
GARARDS FORT, PA 15334
PH: (724) 966-5655
WV OFFICE:
54 WEST RUN RD
MORGANTOWN, WV 26508
PH: (304) 291-2234
PROJECT NUMBER:
ISSUE DATE:
CHECKED BY:
SHEET NUMBER:
SH
EE
T
TI
TL
E:
A
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R
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ER
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D
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TU
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TU
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LC
SEAL:
CONSULTANTS:
P000
PL
U
M
BI
N G
AB
BR
EV
IA
TI
O
N S
M25019
BU
IL
D
IN
G
R
EN
O
VA
TI
O N
W V
AR
M
Y N
AT
IO
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AL
G U
AR
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08/11/2026
BCM
IS
SU
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F
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ID
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IN
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AM
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W O
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PLUMBING ABBREVIATIONS
PLUMBING SYSTEM LEGEND
ABBREVIATION SYSTEM TYPE
DCW Domestic Cold Water DHW Domestic Hot Water SAN Sanitary THW Tempered Hot Water
THWR Tempered Hot Water Return VEN Vent
N o.
D es cr ip tio n
D at e
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
13.
14.
15.
16.
17.
18.
19.
20.
21.
22.
23.
24.
25.
26.
PROVIDE ALL MATERIALS AND EQUIPMENT AND PERFORM ALL
LABOR REQUIRED TO INSTALL COMPLETE AND OPERABLE
PLUMBING SYSTEMS AS INDICATED ON THE DRAWING, AS
SPECIFIED, AND REQUIRED BY CODE.
RUN ALL SOIL WASTE AND VENT PIPING WITH 2% MIN. GRADE
UNLESS OTHERWISE NOTED. HORIZONTAL VENT PIPING SHALL
BE GRADED TO DRIP BACK TO THE SOIL OR WASTE PIPE BY
GRAVITY.
MAINTAIN A MIN. 3'-0" OF GROUND COVER OVER ALL
UNDERGROUND WATER MAINS AND A MIN. 3'-0" OF GROUND
COVER OVER ALL UNDERGROUND SEWERS AND DRAINS.
PROVIDE SHUTOFF VALVES IN ALL DOMESTIC WATER PIPING
SYSTEMS AT ALL SERVICE POINTS AND AT BRANCHES IN WHICH
PIPING SERVES TWO OR MORE FIXTURES.
UNLESS OTHERWISE NOTED, ALL DOMESTIC COLD AND HOT
WATER PIPING SHALL BE A MIN. OF 1/2" SIZE.
UNLESS OTHERWISE NOTED, ALL PIPING IS OVERHEAD, TIGHT TO
UNDERSIDE OF SLAB w/ SPACE FOR INSULATION IF REQUIRED.
PIPING IS TO BE "TOP DOWN".
INSTALL PIPING SO THAT ALL VALVES, STRAINERS, UNIONS,
TRAPS, FLANGES, AND OTHER APPURTENANCES REQUIRING
ACCESS ARE ACCESSIBLE.
WHERE DOMESTIC COLD AND HOT WATER PIPING DROPS INTO A
PIPE CHASE. THE SIZE SHOWN FOR THE PIPE DROPS SHALL BE
USED TO THE LAST FIXTURE.
ALL PIPING SHALL CLEAR DOORS AND WINDOWS.
ALL PIPING SHALL GRADE TO LOW POINTS. PROVIDE HOSE END
DRAINS VALVES AT THE BOTTOM OF ALL RISERS AND LOW
POINTS.
UNIONS AND/OR FLANGES SHALL BE INSTALLED AT EACH PIECE
OF EQUIPMENT, IN BYPASSES, AND IN LONG PIPING RUNS
(GREATER THAN 100 FEET) TO PERMIT DISASSEMBLY FOR
ALTERATIONS AND REPAIRS.
ALL VALVES SHALL BE ADJUSTED FOR SMOOTH AND EASY
OPERATION.
PROVIDE ALL PLUMBING FIXTURES AND EQUIPMENT w/
ACCESSIBLE STOPS.
PROVIDE CLEANOUTS IN SANITARY AND STORM DRAINAGE
SYSTEMS AT ENDS OF RUNS, AT CHANGES IN DIRECTIONS, NEAR
THE BASE OF STACKS, EVERY 50'-0" IN HORIZONTAL RUN AND
ELSEWHERE AS INDICATED.
ALL CLEANOUTS SHALL BE FULL SIZE OF PIPE FOR PIPE SIZES 4
INCHES AND SMALLER AND SHALL BE 4 INCHES FOR PIPE SIZES
LARGER THAN 4 INCHES.
ALL BALANCING VALVES AND BUTTERFLY VALVES SHALL BE
PROVIDED w/ POSITION INDICATORS AND MAXIMUM ADJUSTABLE
STOP (MEMORY STOPS).
ALL VALVES SHALL BE INSTALLED SO THAT THE VALVE REMAINS
IN SERVICE WHEN EQUIPMENT OR PIPING ON EQUIPMENT SIDE
OF VALVE IS REMOVED.
ALL PIPING WORK SHALL BE COORDINATED w/ ALL TRADES
INVOLVED. OFFSETS IN PIPING AROUND OBSTRUCTIONS SHALL
BE PROVIDED AT NO ADDITIONAL COST TO THE OWNER.
PROVIDE FLEXIBLE CONNECTIONS IN ALL PIPING SYSTEMS
CONNECTED TO PUMPS AND OTHER EQUIPMENT WHICH
REQUIRE VIBRATION ISOLATION. FLEXIBLE CONNECTIONS SHALL
BE PROVIDED AS CLOSE TO THE EQUIPMENT AS POSSIBLE OR AS
INDICATED ON THE DRAWINGS.
DOMESTIC WATER PIPING TO BE TYPE "L" COPPER w/ SOLDERED
OR MECHANICALLY PRESSED FITTINGS, OR CROS-LINKED PEX
PIPING USING BRONZE FITTINGS W/ STAINLESS STEEL BANDED
CLAMPS OR EXPANSION FITTINGS. WHERE PEX IS USED, COPPER
STUB-OUTS WILL BE INSTALLED AT ALL FIXTURE CONNECTIONS.
WASTE PIPING TO BE P40 PVC (BURIED OR CONCEALED), OR
CAST IRON NO-HUB (EXPOSED). VENT SANITARY PIPING AS
NECESSARY PER I.P.C. 2018. VENT THROUGH THE ROOF SUCH
THAT THE OUTSIDE AIR INTAKE IS MIN. OF 10'-0" FROM VENT.
COORDINATE ALL STUB-UPS, EXACT FIXTURE TYPE AND SIZES,
ETC. w/ GENERAL CONTRACTOR AND FOR FIT w GENERAL
CONTRACTOR INSTALLED CABINETRY, ETC. AND FOR FINAL WALL
LOCATIONS. FIELD ADJUST LOCATIONS FOR COORDINATION AS
NECESSARY. AVOID EXCESSIVE ADDITIONAL PIPE FITTINGS.
PRESSURE TEST ALL SUBGRADE PIPING AND MAINTAIN
PRESSURE TESTING DURING CONCRETE POURS.
PRESSURE TEST ALL DOMESTIC WATER PIPING w/ WATER. AIR
TESTING IS NOT PERMITTED.
FINAL COORDINATION OF SCOPE OF WORK, DIMENSIONS,
FIXTURE PLACEMENT, ROUTING, ETC. IS THE RESPONSIBILITY OF
THE GENERAL CONTRACTOR AND ALL SUB-CONTRACTORS
PRIOR TO BIDDING. VERIFY ALL FIELD CONDITIONS AND
MEASUREMENTS PRIOR TO BIDDING. COORDINATE ALL WORK w/ OTHER TRADES. COORDINATE ALL MOUNTED DEVICES w/ ALL
OTHER TRADES PRIOR TO INSTALLATION. FIRESTOP ALL
PENETRATIONS OF FIRE WALL (SEE ARCH. PLANS) AND FLOORS.
ALL WORK TO MEET REQUIREMENTS OF CURRENT
INTERVENTIONAL PLUMBING CODE, INTERNATIONAL
MECHANICAL CODE, STATE AND LOCAL CODES AND
REQUIREMENTS AND INTERNATIONAL FUEL GAS CODE.
EXTEND ALL VENTS THROUGH ROOF.
PLUMBING NOTES
DEMO BATHROOM FIXTURES. CAP PIPING AT WALL OR AT GRADE.
DEMO GAS-FIRED WATER HEATERS
PA OFFICE:
PO BOX 42
GARARDS FORT, PA 15334
PH: (724) 966-5655
WV OFFICE:
54 WEST RUN RD
MORGANTOWN, WV 26508
PH: (304) 291-2234
PROJECT NUMBER:
ISSUE DATE:
CHECKED BY:
SHEET NUMBER:
SH
EE
T
TI
TL
E:
A
LL
R
IG
H
TS
R
ES
ER
VE
D
M
O N
TU
M
A R
C H
IT
EC
TU
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E, L
LC
SEAL:
CONSULTANTS:
P001
D O
M
ES
TI
C
PL
U
M
BI
N G
D
EM
O P
LA
N
M25019
BU
IL
D
IN
G
R
EN
O
VA
TI
O N
W V
AR
M
Y N
AT
IO
N
AL
G U
AR
D
08/11/2026
BCM
IS
SU
ED
F
O R
B
ID
D
IN
G
C
AM
P D
AW
SO
N
KI
N G
W O
O D
, W V
PLUMBING SYSTEM LEGEND
ABBREVIATION SYSTEM TYPE
DCW Domestic Cold Water DHW Domestic Hot Water SAN Sanitary THW Tempered Hot Water
THWR Tempered Hot Water Return VEN Vent
3/16" = 1'-0"1
FISRT FLOOR DOMESTIC PLUMBING DEMO PLAN
N o.
D es cr ip tio n
D
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
13.
14.
15.
16.
17.
18.
19.
20.
21.
22.
23.
24.
25.
26.
PROVIDE ALL MATERIALS AND EQUIPMENT AND PERFORM ALL
LABOR REQUIRED TO INSTALL COMPLETE AND OPERABLE
PLUMBING SYSTEMS AS INDICATED ON THE DRAWING, AS
SPECIFIED, AND REQUIRED BY CODE.
RUN ALL SOIL WASTE AND VENT PIPING WITH 2% MIN. GRADE
UNLESS OTHERWISE NOTED. HORIZONTAL VENT PIPING SHALL
BE GRADED TO DRIP BACK TO THE SOIL OR WASTE PIPE BY
GRAVITY.
MAINTAIN A MIN. 3'-0" OF GROUND COVER OVER ALL
UNDERGROUND WATER MAINS AND A MIN. 3'-0" OF GROUND
COVER OVER ALL UNDERGROUND SEWERS AND DRAINS.
PROVIDE SHUTOFF VALVES IN ALL DOMESTIC WATER PIPING
SYSTEMS AT ALL SERVICE POINTS AND AT BRANCHES IN WHICH
PIPING SERVES TWO OR MORE FIXTURES.
UNLESS OTHERWISE NOTED, ALL DOMESTIC COLD AND HOT
WATER PIPING SHALL BE A MIN. OF 1/2" SIZE.
UNLESS OTHERWISE NOTED, ALL PIPING IS OVERHEAD, TIGHT TO
UNDERSIDE OF SLAB w/ SPACE FOR INSULATION IF REQUIRED.
PIPING IS TO BE "TOP DOWN".
INSTALL PIPING SO THAT ALL VALVES, STRAINERS, UNIONS,
TRAPS, FLANGES, AND OTHER APPURTENANCES REQUIRING
ACCESS ARE ACCESSIBLE.
WHERE DOMESTIC COLD AND HOT WATER PIPING DROPS INTO A
PIPE CHASE. THE SIZE SHOWN FOR THE PIPE DROPS SHALL BE
USED TO THE LAST FIXTURE.
ALL PIPING SHALL CLEAR DOORS AND WINDOWS.
ALL PIPING SHALL GRADE TO LOW POINTS. PROVIDE HOSE END
DRAINS VALVES AT THE BOTTOM OF ALL RISERS AND LOW
POINTS.
UNIONS AND/OR FLANGES SHALL BE INSTALLED AT EACH PIECE
OF EQUIPMENT, IN BYPASSES, AND IN LONG PIPING RUNS
(GREATER THAN 100 FEET) TO PERMIT DISASSEMBLY FOR
ALTERATIONS AND REPAIRS.
ALL VALVES SHALL BE ADJUSTED FOR SMOOTH AND EASY
OPERATION.
PROVIDE ALL PLUMBING FIXTURES AND EQUIPMENT w/
ACCESSIBLE STOPS.
PROVIDE CLEANOUTS IN SANITARY AND STORM DRAINAGE
SYSTEMS AT ENDS OF RUNS, AT CHANGES IN DIRECTIONS, NEAR
THE BASE OF STACKS, EVERY 50'-0" IN HORIZONTAL RUN AND
ELSEWHERE AS INDICATED.
ALL CLEANOUTS SHALL BE FULL SIZE OF PIPE FOR PIPE SIZES 4
INCHES AND SMALLER AND SHALL BE 4 INCHES FOR PIPE SIZES
LARGER THAN 4 INCHES.
ALL BALANCING VALVES AND BUTTERFLY VALVES SHALL BE
PROVIDED w/ POSITION INDICATORS AND MAXIMUM ADJUSTABLE
STOP (MEMORY STOPS).
ALL VALVES SHALL BE INSTALLED SO THAT THE VALVE REMAINS
IN SERVICE WHEN EQUIPMENT OR PIPING ON EQUIPMENT SIDE
OF VALVE IS REMOVED.
ALL PIPING WORK SHALL BE COORDINATED w/ ALL TRADES
INVOLVED. OFFSETS IN PIPING AROUND OBSTRUCTIONS SHALL
BE PROVIDED AT NO ADDITIONAL COST TO THE OWNER.
PROVIDE FLEXIBLE CONNECTIONS IN ALL PIPING SYSTEMS
CONNECTED TO PUMPS AND OTHER EQUIPMENT WHICH
REQUIRE VIBRATION ISOLATION. FLEXIBLE CONNECTIONS SHALL
BE PROVIDED AS CLOSE TO THE EQUIPMENT AS POSSIBLE OR AS
INDICATED ON THE DRAWINGS.
DOMESTIC WATER PIPING TO BE TYPE "L" COPPER w/ SOLDERED
OR MECHANICALLY PRESSED FITTINGS, OR CROS-LINKED PEX
PIPING USING BRONZE FITTINGS W/ STAINLESS STEEL BANDED
CLAMPS OR EXPANSION FITTINGS. WHERE PEX IS USED, COPPER
STUB-OUTS WILL BE INSTALLED AT ALL FIXTURE CONNECTIONS.
WASTE PIPING TO BE P40 PVC (BURIED OR CONCEALED), OR
CAST IRON NO-HUB (EXPOSED). VENT SANITARY PIPING AS
NECESSARY PER I.P.C. 2018. VENT THROUGH THE ROOF SUCH
THAT THE OUTSIDE AIR INTAKE IS MIN. OF 10'-0" FROM VENT.
COORDINATE ALL STUB-UPS, EXACT FIXTURE TYPE AND SIZES,
ETC. w/ GENERAL CONTRACTOR AND FOR FIT w GENERAL
CONTRACTOR INSTALLED CABINETRY, ETC. AND FOR FINAL WALL
LOCATIONS. FIELD ADJUST LOCATIONS FOR COORDINATION AS
NECESSARY. AVOID EXCESSIVE ADDITIONAL PIPE FITTINGS.
PRESSURE TEST ALL SUBGRADE PIPING AND MAINTAIN
PRESSURE TESTING DURING CONCRETE POURS.
PRESSURE TEST ALL DOMESTIC WATER PIPING w/ WATER. AIR
TESTING IS NOT PERMITTED.
FINAL COORDINATION OF SCOPE OF WORK, DIMENSIONS,
FIXTURE PLACEMENT, ROUTING, ETC. IS THE RESPONSIBILITY OF
THE GENERAL CONTRACTOR AND ALL SUB-CONTRACTORS
PRIOR TO BIDDING. VERIFY ALL FIELD CONDITIONS AND
MEASUREMENTS PRIOR TO BIDDING. COORDINATE ALL WORK w/ OTHER TRADES. COORDINATE ALL MOUNTED DEVICES w/ ALL
OTHER TRADES PRIOR TO INSTALLATION. FIRESTOP ALL
PENETRATIONS OF FIRE WALL (SEE ARCH. PLANS) AND FLOORS.
ALL WORK TO MEET REQUIREMENTS OF CURRENT
INTERVENTIONAL PLUMBING CODE, INTERNATIONAL
MECHANICAL CODE, STATE AND LOCAL CODES AND
REQUIREMENTS AND INTERNATIONAL FUEL GAS CODE.
EXTEND ALL VENTS THROUGH ROOF.
PLUMBING NOTES
DEMO PLUMBING FIXTURES. CAP SANITARY PIPING AT WALL. INSTALL
CLEAN-OUTS (CO-1) AT WATER CLOSET SAN PIPING.
DEMO EXPOSED SANITARY PIPING FROM RINSE SINK &
DISHWASHWER & CAP AT CONNECTION TO EXISTING SAN
LINE TO GREASE INTERCEPTOR.
DEMO MOP SINK. INSTALL CLEAN-OUT (CO-1) AT SAN CONNECTION IN FLOOR.
DEMO GREASE INTERCEPTOR
PA OFFICE:
PO BOX 42
GARARDS FORT, PA 15334
PH: (724) 966-5655
WV OFFICE:
54 WEST RUN RD
MORGANTOWN, WV 26508
PH: (304) 291-2234
PROJECT NUMBER:
ISSUE DATE:
CHECKED BY:
SHEET NUMBER:
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PLUMBING SYSTEM LEGEND
ABBREVIATION SYSTEM TYPE
DCW Domestic Cold Water DHW Domestic Hot Water SAN Sanitary THW Tempered Hot Water
THWR Tempered Hot Water Return VEN Vent
3/16" = 1'-0"1
FIRST FLOOR SANITARY PLUMBING DEMO PLAN
N o.
D es cr ip tio n
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PROVIDE ALL MATERIALS AND EQUIPMENT AND PERFORM ALL
LABOR REQUIRED TO INSTALL COMPLETE AND OPERABLE
PLUMBING SYSTEMS AS INDICATED ON THE DRAWING, AS
SPECIFIED, AND REQUIRED BY CODE.
RUN ALL SOIL WASTE AND VENT PIPING WITH 2% MIN. GRADE
UNLESS OTHERWISE NOTED. HORIZONTAL VENT PIPING SHALL
BE GRADED TO DRIP BACK TO THE SOIL OR WASTE PIPE BY
GRAVITY.
MAINTAIN A MIN. 3'-0" OF GROUND COVER OVER ALL
UNDERGROUND WATER MAINS AND A MIN. 3'-0" OF GROUND
COVER OVER ALL UNDERGROUND SEWERS AND DRAINS.
PROVIDE SHUTOFF VALVES IN ALL DOMESTIC WATER PIPING
SYSTEMS AT ALL SERVICE POINTS AND AT BRANCHES IN WHICH
PIPING SERVES TWO OR MORE FIXTURES.
UNLESS OTHERWISE NOTED, ALL DOMESTIC COLD AND HOT
WATER PIPING SHALL BE A MIN. OF 1/2" SIZE.
UNLESS OTHERWISE NOTED, ALL PIPING IS OVERHEAD, TIGHT TO
UNDERSIDE OF SLAB w/ SPACE FOR INSULATION IF REQUIRED.
PIPING IS TO BE "TOP DOWN".
INSTALL PIPING SO THAT ALL VALVES, STRAINERS, UNIONS,
TRAPS, FLANGES, AND OTHER APPURTENANCES REQUIRING
ACCESS ARE ACCESSIBLE.
WHERE DOMESTIC COLD AND HOT WATER PIPING…
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