PLUMBING GENERAL NOTES
NO
SERVICES
DESCRIPTION
WATER CLOSET
(PRIVATE)
WC1
WATER CLOSET-ADA
(PRIVATE)
WC2
CW
HW
4"
2"
1/2"
-
2"
4"
WATER CLOSET-ADA
(PUBLIC)
WC4
V
4"
WATER CLOSET
(PUBLIC)
WC3
REMARKS
S/W
1/2"
2"
4"
2"
FIXTURE: WHITE, FLOOR MOUNTED, 1.28 GPF
SEAT: CLOSED FRONT WITH COVER
-
1"
FIXTURE: KOHLER WELLWORTH TANK 4498-0 & 4198-0 BOWL
SEAT: BEMIS 1250TTA, WITH COVER
FIXTURE: WHITE, FLOOR MOUNTED, 1.28 GPF, ADA HEIGHT
SEAT: CLOSED FRONT WITH COVER
-
1"
BASIS OF DESIGN (OR EQUAL)
-
FIXTURE: KOHLER WELLWORTH TANK 4468-0 & 4189-0 BOWL
SEAT: BEMIS 1250TTA, WITH COVER
FIXTURE: WALL MOUNTED, 1.6 GPF
FLUSH VALVE: CHROME FINISH, ECO-POWERED SENSOR
SEAT: OPEN FRONT, NO COVER
FIXTURE: SLOAN ST-2059
SEAT: BEMIS 1955-CT
FLUSH VALVE: TOTO TET1GNC
FIXTURE: WALL MOUNTED - ADA HEIGHT, 1.6 GPF
FLUSH VALVE: CHROME FINISH, ECO-POWERED SENSOR
SEAT: OPEN FRONT, NO COVER
FIXTURE: SLOAN ST-2059
SEAT: BEMIS 1955-CT
FLUSH VALVE: TOTO TET1GNC
1.
ALL WORK SHALL CONFORM TO ALL APPLICABLE BUILDING CODES AND ALL
STATE AND LOCAL AMENDMENTS AS WELL AS THE REQUIREMENTS AND
STANDARDS OF BLOOMSBURG UNIVERSITY..
2.
2"
URINAL
U2
URINAL-ADA
L1
LAVATORY
(PRIVATE)
2"
3/4"
2"
1-1/2"
LAVATORY-ADA
(PRIVATE)
L2
2"
3.
REFER TO ARCHITECTURAL PLANS FOR GENERAL CONSTRUCTION NOTES.
4.
DRAWINGS ARE DIAGRAMMATIC: THE CONTRACTOR SHALL DETERMINE
LOCATIONS OF SYSTEMS AND COMPONENTS IN FIELD, OFF OF ARCHTIECTURAL
AND STRUCTURAL PLANS.
5.
THE PLUMBING CONTRACTOR SHALL DETERMINE EXACT LOCATIONS OF EXISTING
UTILITIES IN FIELD, WHETHER OR NOT SHOWN ON THE DRAWINGS. EXERCISE
CAUTION AND IDENTIFY LOCATIONS OF UNMARKED UTILITY LINES AS NECESSARY
TO PERFORM THIS WORK.
3/4"
2"
1-1/2"
-
1/2"
2"
1/2"
1/2"
1/2"
7.
FIXTURE: WALL MOUNTED, ADA HEIGHT, 1.0 GPF
FLUSH VALVE: CHROME FINISH, ECO-POWERED SENSOR
FIXTURE: TOTO UT4455U
FLUSH VALVE: TOTO TEU1GNC-12
FIXTURE: COUNTER MOUNTED (UNDERMOUNT)
FAUCET: CHROME FINISH, TWO-LEVER, ADA HANDLES
MISC: SUPPLIES & STOPS
FIXTURE: TOTO LT597
FAUCET: TOTO TL230DD
FIXTURE: COUNTER MOUNTED (UNDERMOUNT)
FAUCET: CHROME FINISH, TWO-LEVER, ADA HANDLES
MISC: SUPPLIES & STOPS WITH INSULATION KIT
9.
FIXTURE: TOTO LT597
FAUCET: TOTO TL230DD
COLD WATER
CW
COLD WATER BELOW FLOOR
HW
HOT WATER
S or W
SOIL OR WASTE
S or W
SOIL OR WASTE BELOW FLOOR
V
VENT
COND
STORM/CONDUCTOR
L3
LAVATORY
(PUBLIC)
L4
LAVATORY-ADA
(PUBLIC)
1-1/2"
1-1/2"
LAVATORY-ADA
(PUBLIC)
L5
2"
1/2"
2"
1-1/2"
1/2"
2"
1/2"
1/2"
FIXTURE: INTEGRAL WITH COUNTER TOP
FAUCET: CHROME FINISH, ECO-POWERED SENSOR
MISC: SUPPLIES & STOPS
1/2"
FIXTURE: INTEGRAL WITH COUNTER TOP
FAUCET: CHROME FINISH, ECO-POWERED SENSOR
MISC: SUPPLIES & STOPS WITH INSULATION KIT
FAUCET: TOTO TEL101-D10EM#CP
FAUCET: TOTO TEL101-D10EM#CP
1/2"
FIXTURE: WALL MOUNTED, ADA HEIGHT, 0.125 GPF
FAUCET: CHROME FINISH, ECO-POWERED SENSOR
MISC: SUPPLIES & STOPS WITH INSULATION KIT
G
1/2"
FIXTURE: COUNTER TOP, SINGLE COMPARTMENT, STAINLESS STEEL
FAUCET: CHROME FINISH, SINGLE LEVER
SUPPLIES & STOPS WITH INSULATION KIT
FIXTURE: ELKAY LRAD2521
FAUCET: ELKAY LKE4100
FIXTURE: ELKAY LRAD3322
FAUCET: ELKAY LKD231
S1
SINK
(LAUNDRY)
KS1
KITCHEN SINK
(PRIVATE)
1-1/2"
2"
1/2"
1/2"
FIXTURE: COUNTER TOP, DOUBLE COMPARTMENT, STAINLESS STEEL
FAUCET: CHROME FINISH, TWO HANDLES WITH SPRAY
SUPPLIES & STOPS WITH INSULATION KIT
WB1
WASHING MACHINE
BOX (RESIDENTIAL)
2"
2"
1/2"
1/2"
SUPPLY AND DRAIN BOX:
PC SHALL COORDINATE PROPER BOX CONNECTION MATERIAL TYPE
1-1/2"
ICE MAKER
CONNECTION BOX
IM1
-
JS1
JANITOR'S SINK
EMSH
EMERGENCY SHOWER
AND EYEWASH
SH2
SHOWER-ADA
(PRIVATE)
2"FD
TUB/SHOWER
(PRIVATE)
BT1
EWC
1-1/4"
-
1/2"
-
G
PRV
PRESSURE REDUCING VALVE/
PRESSURE REGULATOR
VIV
VALVE IN VERTICAL
ANY INTERFERENCE BETWEEN TRADES SHALL BE BROUGHT TO THE ATTENTION
OF THE GENERAL CONTRACTOR/OWNER’S REPRESENTATIVE, AND SHALL BE
RESOLVED PRIOR TO THE INSTALLATION OF THE WORK.
CV
CHECK VALVE
DV
HOSE END DRAIN VALVE
ALL PIPE SLEEVES IN FLOORS SHALL EXTEND A MINIMUM OF TWO INCHES (2”)
ABOVE THE FINISHED FLOOR UNLESS NOTED OTHERWISE. FILL ANNULAR SPACE
WITH WATERPROOF, FIRE RETARDANT CAULKING PENETRATIONS.
W&T
WASTE & TRAP
1-1/4"
2"
SINK: FIAT MSB 2424
FAUCET: T&S BRASS B-0665-CR-BSTR
1-1/4"
FIXTURE: COMBINATION SHOWER AND EYEWASH UNIT, FLOOR
MOUNTED UNIT WITH THERMOSTATIC MIXING VALVE.
FIXTURE: BRADLEY S19-310
MIXING VALVE: BRADLEY S-19-2200
1/2"
1/2"
-
FIXTURE: FIBERGLASS WITH NO TOP
VALVE/TRIM: PRESSURE BALANCING
FIXTURE: KOHLER / STERLING 72260100
VALVE/TRIM: SYMMONS S-9601-X-P
FIXTURE: FIBERGLASS WITH NO TOP
VALVE/TRIM: PRESSURE BALANCING
FIXTURE: KOHLER / STERLING 62070115
VALVE/TRIM: SYMMONS S-9603-X-P
FIXTURE: BI-LEVEL, STAINLESS STEEL WITH BOTTLE FILLER
DELIVERING FILTERED WATER
13.
ALL PLUMBING EQUIPMENT, PIPING, INSULATION, ETC., INSTALLED IN HVAC
PLENUM SPACES SHALL MEET ALL CODE REQUIREMENTS FOR SMOKE AND
COMBUSTIBILITY, PER ASTM E-84.
1. PROVIDE WATTS SERIES MMV THERMOSTATIC MIXING VALVES AT ALL PUBLIC SINKS/LAVS THAT RECIEVE HOT WATER. SET TEMP AT MIXING VALVE TO 105°
2. REFER TO ARCHITECTURAL DRAWINGS FOR EXACT LOCATION AND MOUNTING HEIGHTS OF ALL PLUMBING FIXTURES AND FITTINGS.
3. PC TO COORDINATE COLORS AND FINISHES OF ALL PLUMBING FIXTURES AND FITTINGS WITH ARCHITECT PRIOR TO CONSTRUCTION.
PUMP SCHEDULE
BOOST
(PSI)
FIRE PUMP
(FP-1)
FIRE PUMP
ROOM
DOMESTIC WATER
BOOSTER
(DWB-1)
65
CENTRAL PLANT
SUMP PIT @
ELEVATOR SUMP
(SP-1)
SINGLE ELEVATOR
ELEVATOR SUMP
(SP-2)
SUMP PIT @
DOUBLE ELEVATOR
FLOW
(GPM)
1000
TDH
(FEET)
75
HP
50
125
81
5 EA.
-
50
20
1/2
-
100
20
1
REMARKS
CONTROLS
60
(SEE REMARKS)
HORIZONTAL SPLIT CASE, REDUCED VOLTAGE
WYE-DELTA STARTER, 480 VOLT / 3 PHASE
COORDINATE VOLTAGE W/ ELECTRICAL.
CONTROLLER SHALL BE RATED FOR 65k AIC
PATTERSON MODEL: 6x5x17 SCC
JOCKEY PUMP (JP-1) : 1 HP
HB
HOSE BIBB
19.
ALL PIPE HANGERS ON INSULATED PIPING SHALL BE PROVIDED WITH HANGER
SHIELDS.
WH'A'
WALL HYDRANT & TYPE
20.
ALL VALVES, CLEANOUTS AND COMPONENTS REQUIRING ACCESS BEHIND WALLS
OR INACCESSIBLE CEILING SHALL BE PROVIDED WITH ACCESS PANELS.
COORDINATE WITH ARCHITECT FOR REQUIRED TYPE, LOCATION, AND FINISH.
21.
ALL P-TRAPS AND DOMESTIC WALTER PIPING INSTALLED IN SPACES SUBJECT TO
FREEZING SHALL BE INSULATED AND HEAT TRACED.
22.
TRAP GUARDS ARE TO BE INSTALLED ON ALL FLOOR DRAINS AND HUB DRAINS
WHICH DO NOT RECEIVE A CONTINUOUS DISCHARGE.
FLOOR DRAIN & TYPE
RD-A
ROOF DRAIN & TYPE
TD'A'
TRENCH DRAIN & TYPE
PROVIDE VENTS AT HIGH POINTS IN PIPING SYSTEMS AND DRAIN VALVES AT LOW
POINTS.
DCVA
DOUBLE CHECK VALVE ASSEMBLY
24.
PROVIDE GAUGE FITTINGS AND THERMOMETER WELLS AT HOT WATER SUPPLY
AND RETURN BRANCHES AND AT PUMP INLETS AND OUTLETS.
RPBFP
REDUCED PRESSURE BACKFLOW PREVENTER
25.
SANITARY VENTS THROUGH THE ROOF MUST TERMINATE A MINIMUM OF 10 FEET
AWAY FROM OUTSIDE AIR INTAKES, WHICH PROVIDE VENTILATION OR MAKE-UP
AIR TO THE BUILDING.
PG
PRESSURE GAUGE WITH ISOLATION VALVE
T&P
TEMPERATURE & PRESSURE RELIEF VALVE
26.
COORDINATE PROVISION FOR PROTECTING PIPING BENEATH HANDICAP
LAVATORIES REQUIRED AND IDENTIFIED WITH TOILET ACCESSORIES.
27.
PLUMBING FIXTURES FOR “ADA” COMPLIANCE SHALL BE INSTALLED WITH THE
HORIZONTAL AND VERTICAL CLEARANCES OUTLINED IN THE “AMERICANS WITH
DISABILITIES ACT”. REFER TO ARCHITECTURAL PLANS FOR ELEVATIONS OF
TOILET ROOMS.
30.
MANUFACTURER’S MODEL NUMBERS ARE SPECIFIED SOLELY TO ESTABLISH
STANDARD OF QUALITY FOR PERFORMANCE AND MATERIALS.
31.
INSTALLATIONS SHALL ADHERE TO MANUFACTURER’S RECOMMENDATIONS.
32.
THE HOT AND COLD WATER RISERS SERVING THE RESIDENTIAL UNITS SHALL BE
RUN VERTICALLY, EXPOSED WITHIN THE MECHANICAL CLOSETS. HOT AND COLD
WATER SHUT-OFF VALVES SHALL BE PROVIDED FOR EACH RESIDENTIAL UNIT AND
SHALL BE INSTALLED AS CLOSE TO THE FRONT OF THE CLOSET AS POSSIBLE AND
AT AN ELEVATION DEEMED TO BE FULLY ACCESSIBLE. FULLY COORDINATE THE
EXACT LOCATION OF SHUT-OFF VALVES WITH THE MECHANICAL CONTRACTOR
PRIOR TO INSTALLATION. RISERS MAY OFFSET FROM FLOOR TO FLOOR.
33.
REFER TO ARCHITECTURAL DRAWINGS FOR EXACT LOCATION OF ALL ROOF
DRAINS, DECK DRAINS AND PLANTER DRAINS.
34.
PLUMBING CONTRACTOR SHALL INSTALL A 3" HUB DRAIN IN EACH OF THE LOWEST
RESIDENTIAL CLOSETS FOR CONDENSATE REMOVAL. REFER TO DETAIL 3/P-502.
37.
PLUMBING CONTRACTOR SHALL COORDINATE THE EXACT LOCATION OF THE
WATER METER REMOTE READERS WITH THE ARCHITECT, OWNER AND
ELECTRICAL CONTRACTOR PRIOR TO CONSTRUCTION.
38.
CLEANOUTS SHALL BE INSTALLED AT THE BASE OF ALL WASTE OR SOIL STACKS
AS PER IPC 708.3.4
CENTRAL PLANT
-
20
16
1/2
AQUASTAT
TO BE FURNISHED AND INSTALLED WITH
THERMOSTATIC MIXING VALVE STATION TMV-2
HOT WATER
WATER CIRCULATING
(CP-3)
CENTRAL PLANT
HOT WATER
WATER CIRCULATING
(CP-4)
CENTRAL PLANT
-
20
10
1/12
WATER HEATER
CONTROLLER
FURNISHED WITH WATER HEATER WH-1
B&G MODEL PL30-B
HOT WATER
WATER CIRCULATING
(CP-5)
CENTRAL PLANT
-
20
10
1/12
WATER HEATER
CONTROLLER
FURNISHED WITH WATER HEATER WH-1
B&G MODEL PL30-B
HOT WATER
WATER CIRCULATING
(CP-6)
CENTRAL PLANT
HOT WATER
WATER CIRCULATING
(CP-7)
NEATLY INSTALL WHITE MILDEW-RESISTENT SILICONE SEALANT BEAD AROUND
THE PERIPHERY OF ALL PLUMBING FIXTURES IN CONTACT WITH WALLS AND/OR
FLOORS.
PVC PIPING SHALL NOT BE INSTALLED IN RETURN AIR PLENUMS.
HOT WATER
WATER CIRCULATING
(CP-2)
TO BE FURNISHED AND INSTALLED WITH
THERMOSTATIC MIXING VALVE STATION TMV-3
REFER TO TMV-3 ON DRAIN
AND DEVICE SCHEDULE
CENTRAL PLANT
-
20
10
WATER HEATER
CONTROLLER
1/12
FURNISHED WITH WATER HEATER WH-1
B&G MODEL PL30-B
B&G MODEL PL30-B
TEMPLATE VERSION: 2.6.8.20141012
12/14/2015 4:06:40 PM
PLOT DATE:
DESIGNATION
LOCATION
STORAGE
(GAL)
WH-1
CENTRAL
PLANT
N/A
WH-2
CENTRAL
PLANT
N/A
RECOVERY RATE
(90 DEG. RISE)
INSTANT
INSTANT
TEMP
SETTING (°F)
160
160
ELECTRICAL REQUIREMENTS
KW
-
-
VOLTS
PHASE
REMARKS
SPECIFICATION
120
1
STEAM TO WATER HEAT EXCHANGER
PATTERSON -KELLEY PK10S, OMEGA TYPE-J
THERMOCOUPLE, LOVE COMPACT CONTROLLER AND
2-1/2" WARREN MODEL AMURACT ELECTRIC VALVE
120
1
STEAM TO WATER HEAT EXCHANGER
PATTERSON -KELLEY PK10S, OMEGA TYPE-J
THERMOCOUPLE, LOVE COMPACT CONTROLLER AND
2-1/2" WARREN MODEL AMURACT ELECTRIC VALVE
WH-3
CENTRAL
PLANT
N/A
INSTANT
160
-
120
1
STEAM TO WATER HEAT EXCHANGER
PATTERSON -KELLEY PK10S, OMEGA TYPE-J
THERMOCOUPLE, LOVE COMPACT CONTROLLER AND
2-1/2" WARREN MODEL AMURACT ELECTRIC VALVE
WH-4
CENTRAL
PLANT
N/A
INSTANT
160
-
120
1
STEAM TO WATER HEAT EXCHANGER
PATTERSON -KELLEY PK10S, OMEGA TYPE-J
THERMOCOUPLE, LOVE COMPACT CONTROLLER AND
2-1/2" WARREN MODEL AMURACT ELECTRIC VALVE
GAS COCK
BALANCE VALVE
THERMOMETER
SF
VTR
INV
TYP
NTS
AFF
AFG
NFRH
NFWH
WC
LAV
BT
SK
NPW
FFE
GC
PC
FPC
FDV
EC
MC
FS
SS
BFF
BFG
AAV
B/G
SQUARE FEET
VENT THRU ROOF
INVERT
TYPICAL
NOT TO SCALE
ABOVE FINISHED FLOOR
ABOVE FINISHED GRADE
NON-FREEZE ROOF HYDRANT
NON-FREEZE WALL HYDRANT
WATER CLOSET
LAVATORY
BATHTUB
SINK
NON-POTABLE WATER
FINISHED FLOOR ELEVATION
GENERAL CONTRACTOR
PLUMBING CONTRACTOR
FIRE PROTECTION CONTRACTOR
FIRE DEPARTMENT VALVE
ELECTRICAL CONTRACTOR
MECHANICAL / HVAC CONTRACTOR
FLOW SWITCH
SUPERVISORY SWITCH
ABOVE FINISHED FLOOR
ABOVE FINISHED GRADE
AIR ADMITTANCE VALVE
BELOW GRADE
KEY PLAN
A
DRAIN, DEVICES & MISC. FITTING SCHEDULE
DESCRIPTION
REVISION
NO.
DESCRIPTION
SPECIFICATION
FD-A
TOILET ROOMS & ALL PUBLIC ACCESS AREAS
JAY R. SMITH: 2005-B-U
FD-B
CENTRAL PLANT AND MECHANICAL ROOMS
JAY R. SMITH: 2110-B
FD-C
CENTRAL PLANT (FOR COOLING TOWER)
JAY R. SMITH: 3980
RD-A
ROOF DRAIN (PRIMARY)
JAY R. SMITH: 1010-C-U-CID
RD-B
ROOF DRAIN (EMERGENCY)
JAY R. SMITH: 1070-C-U-CID
DSN
DOWNSPOUT NOZZLE
JAY R. SMITH: 1770-BS (INSTALL AS HIGH AS POSSIBLE UNLESS NOTED OTHERWISE)
DD-A
DECK/PLANTER DRAIN (PRIMARY)
JAY R. SMITH: 1010-C-U-CID (W/ STAINLESS STEEL MESH OVER DOME)
DD-B
DECK/PLANTER DRAIN (SECONDARY)
JAY R. SMITH: 1010-C-U-CID (W/ STAINLESS STEEL MESH OVER DOME)
NFWH-1
RECESSED WALL HYDRANT WITH VACUUM BREAKER,
ON EXTERIOR WALL (18" A.F.F.)
JAY R. SMITH: 5519
NFWH-2
RECESSED, DUAL TEMP, WALL HYDRANT WITH VACUUM
BREAKER, ON EXTERIOR WALL @ LOADING DOCK (18" A.F.F.)
JAY R. SMITH: 5560QT
SHOCK ABSORBER
JAY R. SMITH: 5000
HB-1
INTERIOR HOSE BIBB (IN MECHANICAL AREAS) WITH VACUUM
BREAKER. PROVIDE INTERNAL WALL PIPE BRACING TO
PREVENT MOVEMENT (12" A.F.F.)
WOODFORD: 26 WITH CP INLET
HB-2
INTERIOR HOSE BIBB (IN PUBLIC ACCESS AREAS) WITH VACUUM BREAKER IN
RECESSED LOCKING BOX. PROVIDE INTERNAL WALL PIPE BRACING TO
PREVENT MOVEMENT (12" A.F.F.)
WOODFORD: MB224
NFRH
ROOF HYDRANT WITH BACKFLOW PREVENTOR. PROVIDE
INTERNAL PIPE BRACING TO PREVENT MOVEMENT.
WOODFORD: SRH-MS
TMV-1
THERMOSTATIC MIXING VALVE STATION (HIGH ZONE)
BRADLEY: NRS-20 (53 GPM FLOW) OR EQUAL BY POWERS
TMV-2
THERMOSTATIC MIXING VALVE STATION (LOW ZONE)
BRADLEY: NRS-20 (50 GPM FLOW) OR EQUAL BY POWERS
TMV-3
THERMOSTATIC MIXING VALVE STATION (LOW ZONE)
BRADLEY: NRS-13 (38 GPM FLOW) OR EQUAL BY POWERS
BWV-1
BACKWATER VALVE
ROYAL BUILDING PRODUCTS 1075P
FLOOR SINK
JAY R. SMITH: 3101-NB (COORDINATE EACH OF THE GRATE OPENINGS WITH INDIRECT WASTE
PIPING PRIOR TO CONSTRUCTION)
SA
WATER HEATER SCHEDULE
SOLENOID VALVE
B
NO.
FURNISHED WITH WATER HEATER WH-1
VACUUM RELIEF VALVE
ALL WATER CLOSETS OR URINALS SHALL BE CENTERED BETWEEN RESPECTIVE
TOILET PARTITIONS EXCEPT AS SPECIFICALLY NOTED OTHERWISE: THE
CONTRACTOR SHALL COORDINATE ROUGHING IN WITH APPROVED TOILET
PARTITION SHOP DRAWINGS.
36.
AQUASTAT
WATER HEATER
CONTROLLER
RISER DESIGNATION
X
FD'A'
REFER TO TMV-2 ON DRAIN
AND DEVICE SCHEDULE
1/2
1/12
WALL CLEANOUT
MECHANICSBURG, PA 17050
PROVIDE MANUFACTURED EXPANSION DEVICE OR FABRICATED EXPANSION LOOP
ON ALL PIPING SYSTEMS CROSSING BUILDING EXPANSION JOINTS.
ALL ABOVE AND BELOW GROUND SANITARY / WASTE PIPING, WITHIN THE FOOD
SERVICE AREAS AND SUBJECT TO WASTE WATER TEMPERATURES GREATER
THAN 130 DEGREES, SHALL BE CAST IRON.
18
10
WCO
100 STERLING PARKWAY, SUITE 108
DRESSER COUPLING
DC
35.
20
20
GRADE CLEANOUT
DC
PROVIDE CLAMPS, OFFSETS, EXPANSION JOINTS, ANCHORS AND GUIDES AS
NECESSARY TO PREVENT STRESS ON PIPING.
REFER TO TMV-1 ON DRAIN
AND DEVICE SCHEDULE
-
-
GCO
AUTOMATIC TRAP PRIMER
17.
MEYERS ME100S (WITH OIL MINDER)
(2" DISCHARGE PIPING AS SHOWN ON PLANS)
AQUASTAT
STRUCTURAL ENGINEER
TP
TP
SUBMERSIBLE EFFLUENT PUMP WITH
OIL SMART PANEL 3450 RPM 208 VOLT
1PH REFER TO DETAIL
1/6
FLUSH FLOOR CLEANOUT
WATER HAMMER ARRESTOR(SHOCK ABSORBER) & TYPE
CONTROL PANEL W/
FLOAT SWITCH
CENTRAL PLANT
10
FCO
STAE COLLEGE, PA 16801
SA'A'
COORDINATE ANY & ALL POST TENSIONED SLAB PENETRATIONS WITH
STRUCTURAL ENGINEER.
29.
CMT LABORATORIES, INC.
UNION
16.
MEYERS SE50 (WITH OIL MINDER)
(1-1/2" DISCHARGE PIPING AS SHOWN ON PLANS)
TO BE FURNISHED AND INSTALLED WITH
THERMOSTATIC MIXING VALVE STATION TMV-1
2
CLEANOUT PLUG
WATERTIGHT SLEEVE
SPECIFICATION
HOT WATER
WATER CIRCULATING
(CP-1)
-
CO
WTS
SUBMERSIBLE EFFLUENT PUMP WITH
OIL SMART PANEL 3450 RPM 208 VOLT
1PH REFER TO DETAIL
CONTROL PANEL W/
FLOAT SWITCH
OPEN END OR HUE DRAIN W/TRAP
ARROW INDICATES DIRECTION OF SLOPE DOWN
THE PLUMBING CONTRACTOR SHALL OBTAIN APPROVAL FROM THE STRUCTURAL
ENGINEER PRIOR TO INSTALLING POWDER DRIVEN FASTENERS.
HYFAB MODEL: MVP-850-460
(OR EQUAL BY TIGERFLOW)
SHUT-OFF @ 5 PSI
LITITZ, PA 17543
ARROW INDICATES DIRECTION OF FLOW
THE PLUMBING CONTRACTOR SHALL PROVIDE SHUTOFF VALVES ON ALL BRANCH
PIPING AND ON ALL SUPPLIES TO INDIVIDUAL FIXTURES AND EQUIPMENT.
PROVIDE FULL PORT BALL VALVES ON ALL WATER MAIN BRANCHES IN
CORRIDORS AND WHERE INDICATED ON DRAWINGS.
DUPLEX, VARIABLE SPEED,
480 VOLT / 3 PHASE
COORDINATE VOLTAGE W/ ELECTRICAL
LOW WATER PRESSURE
33 SOUTH BROAD STREET
WBCM
15.
28.
LOCATION
DERCK & EDSON ASSOCIATES
FIXTURE: ELKAY LZWS-LRPBM28K
NOTES:
DESIGNATION
SITE/CIVIL ENGINEER
SLEEVE
23.
1801 OLD ALABAMA RD, SUITE 125
ROSWELL, GA 30076
SL
18.
FIXTURE: KOHLER / STERLING 71370110
VALVE/TRIM: SYMMONS S-9602-X-P
FIXTURE: FIBERGLASS WITH NO TOP
VALVE/TRIM: PRESSURE BALANCING
ALL PIPING ABOVE GRADE SHALL BE PROPERLY SUPPORTED BY THE BUILDING
STRUCTURE AND SHALL NOT REST ON CEILING STRUCTURE OR COMPONENTS.
AHA CONSULTING ENGINEERS
2701 CAROLEAN INDUSTRIAL DRIVE
All PIPING PENETRATING CEILINGS AND WALLS SHALL BE INSTALLED WITH
ESCUTCHEONS AT THE PENETRATION. ALL PIPING PENETRATING EXTERIOR
WALLS AND ROOFS SHALL BE FLASHED IN AN APPROVED MANNER AND SHALL BE
SEALED WEATHERTIGHT. PIPING PENETRATING FIRE RATED ASSEMBLIES SHALL
BE PROVIDED WITH FIRE RATED SEALS AS REQUIRED BY CODE AUTHORITY
HAVING JURISDICTION.
12.
MEP ENGINEER
GEOTECHNICAL ENGINEER
FIXTURE: GUY GRAY FRIB12ABSHA
FIXTURE: FLOOR MOUNTED/ STAINLESS STEEL WALL GUARDS
FAUCET: WALL MOUNTED
1/2"
1/2"
FIXTURE: GUY GRAY FR12S
1600 NORTH SECOND STREET
NATURAL GAS
SHUT-OFF (GATE ) VALVE
TOPS OF ALL FLOOR DRAINS SHALL BE SET LEVEL AND FLUSH WITH FINISHED
FLOOR.
14.
1/2"
1/2"
1/2"
-
SUPPLY BOX:
PC SHALL COORDINATE PROPER BOX CONNECTION MATERIAL TYPE
-
1/2"
2"
2"
ELECTRIC WATER
COOLER (BI-LEVEL)
1/2"
2"
1-1/4"
2"FD
1/2"
-
3"
SHOWER
(PRIVATE)
SH1
2"
ASSOCIATE ARCHITECT
HARRISBURG, PA 17102-2499
GCO
FIXTURE: AMERICAN STANDARD 0436.008
FAUCET: TOTO TEL101-D10EM#CP
ATLANTA, GA 30326
SOV
11.
3445 PEACHTREE ROAD, NE, SUITE 675
MURRAY AND ASSOCIATES ARCHITECTS
OED
10.
HKS, INC.
TWO LIVE OAK CENTER
S
THE PLUMBING CONTRACTOR SHALL PREPARE “COORDINATION” DRAWINGS THAT
COORDINATE THE PLUMBING WORK WITH ALL OTHER TRADES INCLUDING, BUT
NOT LIMITED TO, ELECTRICAL, HVAC, PROCESS PIPING, SPRINKLER, STRUCTURAL
AND GENERAL ARCHTIECTURE.
8.
CW
ARCHITECT
THE PLUMBING CONTRACTOR SHALL PREPARE “SLEEVE AND INSERT”
COORDINATION PLANS (LOCATING ALL ROOF, FLOOR AND WALL PENETRATIONS)
AND SUBMIT TO ARCHITECT FOR REVIEW. EACH PENETRATION SHALL BE
LCOATED WITH A MINIMUM OF (2) DIMENSIONS IN (2) DIRECTIONS.
FIXTURE: TOTO UT445U
FLUSH VALVE: TOTO TEU1GNC-12
FIXTURE: WALL MOUNTED, 1.0 GPF
FLUSH VALVE: CHROME FINISH, ECO-POWERED SENSOR
-
CW
GENERAL NOTES, SYMBOLS LIST AND DETAILS ARE APPLICABLE TO ALL
PLUMBING DRAWINGS.
6.
U1
PLUMBING LEGEND
BLOOMSBURG UNIVERSITY
RESIDENCE HALL
& BOOKSTORE
PLUMBING FIXTURE SCHEDULE
FS-1
AD
AREA DRAIN (LOADING DOCK)
DATE
AHA PROJECT NUMBER
JAY R. SMITH: 2230-G
G1215-004.00
DATE
03 DECEMBER 2015
ISSUE
CONSTRUCTION
DOCUMENTS
SHEET TITLE
REVISED
15 DECEMBER 2015
PLUMBING
LEGEND, NOTES
AND SCHEDULES
SHEET NO.
P-001
9
11
19
18
17.4
17
1514.8
16
13
14.1
14
10
12
ARCHITECT
HKS, INC.
x.2
x.4.1
TWO LIVE OAK CENTER
x.6
3445 PEACHTREE ROAD, NE, SUITE 675
ATLANTA, GA 30326
8"B/G
ASSOCIATE ARCHITECT
MURRAY AND ASSOCIATES ARCHITECTS
1600 NORTH SECOND STREET
HARRISBURG, PA 17102-2499
UTILITY TUNNEL
6"RL DN
(3147 sf)
MEP ENGINEER
AHA CONSULTING ENGINEERS
015
1801 OLD ALABAMA RD, SUITE 125
10" RL
ROSWELL, GA 30076
10" RL
8"B/G (MINIMUM OF 3'
OF COVER OVER PIPE)
1
P-408
DERCK & EDSON ASSOCIATES
T.R
LOCKER RM
ICE/SODA
028.1
028
027
NFWH-1
6"CW DN
3"W UP
CUST
GCO
025
4"RL DN
(1720 sf)
010
FAMILY
TOILET
6"SAN B/G
I.E. = 6.36' +/SEE CIVIL DWGS.
FOR CONTINUATION
1
P-407
CENTRAL PLANT
STO.
018
10" RL
ELEC.
SERVERY #2
011
MECHANICSBURG, PA 17050
FIRE PUMP
CUST
10" RL (3147 sf)
RL
015.3
015.4
023
6" RL (3956 sf)
100 STERLING PARKWAY, SUITE 108
GENERATOR RM
026
4" RL
FIRE DEPARTMENT
CONNECTION (FDC)
WBCM
FOOD SERVICE
PREP
CIRC
014
STRUCTURAL ENGINEER
SERVERY #2
4" RL
6"WS DN
STAE COLLEGE, PA 16801
015.1
012
3"W DN
Z
024
2701 CAROLEAN INDUSTRIAL DRIVE
y.6.5
y.6
OFFICE
029
PUBLIC TLT RM M
4"RL UP
(2236 sf)
CMT LABORATORIES, INC.
015.2
RL
013
TRANSFORMER
RM
BLOOMSBURG UNIVERSITY
RESIDENCE HALL
& BOOKSTORE
4"RL UP
(2236 sf)
3/4" CW
LITITZ, PA 17543
6"RL UP
(3147 sf)
IDF
PUBLIC TLT RM F
FCO
33 SOUTH BROAD STREET
GEOTECHNICAL ENGINEER
4"RL UP
(1720 sf)
3/4"CW DN W/
VALVE IN RISE
SITE/CIVIL ENGINEER
015.5
022
SP
6"RL DN6" RL
(5391 sf)
1
DINING HALL
VESTIBULE
008
Y.5
4"AD
10" RL (14,277 sf)
(18,233 sf) 10" RL
6"ERL DN
4" RL
009
1
P-409
8" RL (11,130 sf)
20.8
FCO
3" GW
RL
STAIR 04
21.5
S-004
4" RL
22
L
ER
V.7
8" RL (11,130 sf)
V
M.2
W4
(9300 sf) 8" RL
M
RL
4" RL
RL
019
2"V UP
4"S UP
8"RL DN
(8300 sf)
L
RL
6"RL UP
TO DD-A
(4150 sf)
4" S
FCO
6"ERL UP
TO DD-B
RL
4" S
DCO
4"UP
2" CW
2" HW
1 1/2" HWR
1 1/2" HWR
2" HW
2" CW
4"RL UP
(500 sf)
CATCH BASIN (BY GC)
ER
L
RL
4" RL
6" ERL
4" RL
T.5
4" ERL
4"ERL UP
TO DD-B
4"RL UP
TO DD-A 4" ERL
4" S
4" ERL
ER
L
T
4" S
S
6" S
2"W UP
4" S
6" S
R
GCO
RL
4"RL UP
TO DD-A
ER
L
U.3
8"B/G (MINIMUM OF 3'
OF COVER OVER PIPE)
U
4" RL
CONNECT 6"RL TO
CATCH BASIN @
I.E.= 4' BELOW TOP
OF BASIN
4" ERL
4"ERL UP
TO DD-B
THIS HATCHED AREA TO BE
COVERED BY DRY SPRINKLERS
GCO
3" S
DROP CLEANOUT
4"S UP
RL
3" S
4"S UP
3"W UP
4"LAUNDRY WASTE
JK
(1830 sf) 4" RL
CONNECT 8"RL TO
CATCH BASIN @
I.E.= -4' BELOW TOP OF BASIN
4" RL (500 sf)
RL
4"RL UP
TO DD-A
I.6
2" V
6" S
4"S DN
6" RL (1000 sf)
(1830 sf) 4" RL
4" RL
MATCHLINE: 1/ P-102
SP
6" RL (4150 sf)
4"RL UP
TO DD-A
4"ERL UP
TO DD-B
2 1/2" G
(BELOW SLAB)
8" RL (8585 sf)
4"UP
4"AD
2
SERVERY #1
4"ERL UP
TO DD-B
4"RL UP
TO DD-A
3" GW
GREASE TRAP:
JAY R. SMITH 8235,
COVER FLUSH WITH
LOADING DOCK
017
RL
L
ER
24
RL
6"RL UP
TO DD-A
(4150 sf)
6" S
1 1/2" HWR
1 1/2" HWR
T.R.
6" RL (4150 sf)
6"ERL UP
TO DD-B
(4150 sf)
DROP CLEANOUT W/
HEAVY DUTY COVER
4" WS UP
4"S DN
RL
23.6
4" ERL
2" PD
6"RL UP
(5391 sf)
7
P-406
6" ERL
23
V.8
020
RL
6" ERL
3" CW
2 1/2" HW
1 1/2" HWR
1 1/2" HWR
2 1/2" HW
3" CW
016
ER
L
W
4"RL UP
TO DD-A
4"ERL UP
TO DD-B
6" S
4"RL DN
BELOW BEAM
4" S
2 1/2" CW
2" HW
1 1/2" HWR
1 1/2" HWR
2" HW
2 1/2" CW
RECEIVING/
INVENTORY
STORAGE
007
RL
GCO
L
ER
ER
L
6" ERL
4" ERL
L
ER
10"RW B/G (18,233 sf)
I.E. =633' +/SEE CIVIL DWGS.
FOR CONTINUATION
RL
RL
6"DSN
CIRC
4" S
POT WASH
RL
Y
X.5
X.3
X
21
6" S
4" RL (500 sf)
4"S UP
6" S
Q
CONNECT 8"RL TO
CATCH BASIN @
I.E.= 4' BELOW TOP
OF BASIN
CATCH BASIN (BY GC)
P
ELEC
007.1
O
N
CONNECT 6"RL TO
CATCH BASIN @
I.E.= -4' BELOW TOP OF BASIN
2 1/2" G (BELOW SLAB)
KEY PLAN
RL
A
1
P-101
PLUMBING PLAN - GROUND FLOOR - AREA A
SCALE: 1/8" = 1'-0"
B
REVISION
NO.
DESCRIPTION
DATE
AHA PROJECT NUMBER
12/14/2015 4:06:59 PM
PLOT DATE:
TEMPLATE VERSION: 2.6.8.20141012
G1215-004.00
DATE
03 DECEMBER 2015
ISSUE
CONSTRUCTION
DOCUMENTS
SHEET TITLE
REVISED
15 DECEMBER 2015
PLUMBING PLAN GROUND FLOOR AREA A
SHEET NO.
P-101
ARCHITECT
HKS, INC.
TWO LIVE OAK CENTER
3445 PEACHTREE ROAD, NE, SUITE 675
ATLANTA, GA 30326
ASSOCIATE ARCHITECT
MURRAY AND ASSOCIATES ARCHITECTS
1600 NORTH SECOND STREET
HARRISBURG, PA 17102-2499
MEP ENGINEER
AHA CONSULTING ENGINEERS
1801 OLD ALABAMA RD, SUITE 125
ROSWELL, GA 30076
SITE/CIVIL ENGINEER
DERCK & EDSON ASSOCIATES
33 SOUTH BROAD STREET
LITITZ, PA 17543
18
17
L
16
M 15
14
M.2
13
11
10
9
GEOTECHNICAL ENGINEER
CMT LABORATORIES, INC.
2701 CAROLEAN INDUSTRIAL DRIVE
STAE COLLEGE, PA 16801
STRUCTURAL ENGINEER
JK
4" RL
RL
3/4" NON-POTABLE
CW DN
4" RL (500 sf)
4"S UP
4" S
3/4" CW
3/4"NPW
4"LAUNDRY WASTE
3/4"CW DN
ELEC
5'0
(TY "
P)
4" RL
RL
3" S
S1
4"S UP
S6
F.3
6" DSN
6" RL
6" ERL
4"RL UP
(500 sf)
SALES FLOOR
002
VESTIBULE
001
4"RL UP
(2480 sf)
3/4" CW
6"RL UP
(2900 sf)
UP
E
D
DSN
RL
S7
NEW GAS METER AND ALL PIPING
UP TO GAS METER BY LOCAL GAS
COMPANY. NEW METER SHALL
DELIVER 5500 CFH @ 2 PSI.
GCO
031
4"RL DN
(1830 sf)
GCO
6" S
RL
WATER METERS:
CARLON 6251JLRSG
ATM
3/4" NON-POTABLE
CW B/G FOR WATER
FEATURE MAKE-UP
FCO
4" S
030
RL
8" RL (11,170 sf)
NFWH-1
8" RL
4"RL UP
6" ERL
MATCHLINE: 1/ P-101
6" RL (2900 sf)
1-1/2" CW & 3/4"HW
CAPPED FOR FUTURE
2 1/2" G (BELOW SLAB)
CONNECT 6"RL TO
CATCH BASIN @
I.E.= -4' BELOW TOP OF BASIN
P
O
N
4"UP TO ERD
(3490 sf)
2 1/2" CW
2" HW
1 1/2" HWR
1 1/2" HWR
2" HW
2 1/2" CW
RL
NFWH-1
F
ELEC
EXPANSION LOOP
MINIMUM TOTAL
LENGTH = 13.8'
ER
L
4"RL UP
(1830 sf)
CATCH BASIN (BY GC)
4"UP TO RD
(3490 sf)
007.1
ER
L
MECHANICSBURG, PA 17050
CONNECT 8"RL TO
CATCH BASIN @
I.E.= 4' BELOW TOP
OF BASIN
007
4" ERL
I
G
RECEIVING/
INVENTORY
STORAGE
RL
4"ERL UP
TO DD-B
4"RL UP
TO DD-A 4" ERL
4" S
4" ERL
(1830 sf) 4" RL
2 1/2" CW
2" HW
1 1/2" HWR
1 1/2" HWR
2" HW
2 1/2" CW
4"RL DN
BELOW BEAM
4" S
ER
L
4"RL UP
TO DD-A
ER
L
I.6
RL
RL
ER
L
RL
4" RL
6" ERL
100 STERLING PARKWAY, SUITE 108
Q
4"S UP
4"ERL UP
TO DD-B
H.2
H
WBCM
4"LAUNDRY WASTE
OFFICE
6" RL (3490 sf)
005
OFFICE
RL
6"RL DN
(2900 sf)
6" RL
006
4"S UP
4" S
4"S UP
4"S UP
4" S
8"B/G (MINIMUM OF 3'
OF COVER OVER PIPE)
3/4"NPW
4" S
RL
RL
4"S UP
4" RL
4" S
S1
C.2
4" S
8" RL
4" S
OFFICE
4" RL (1800 sf)
L
R
4"RL UP
(1800 sf)
6" RL (7770 sf)
6" RL (4280 sf)
W5
RL
4"S UP
RL
8" RL
6" RL
3/4"NPW
004
DRY SPRINKLER VALVE
6" S
3/4"NPW
6" S
4"S UP
2"W UP
4"S DN
4" S
033
4" S
4" S
4" S
4"S UP
B
4"S UP/DN
6" S
4" S
4"S UP
B.5
4" S
4"S UP
MECH RM
4"S UP
032
6"S DN
6"RL UP
(3400 sf)
8"RL DN
(11,170 sf)
C
STORAGE
4"S UP
4"SAN DROP INTO
TOP OF 6"SAN B/G
4"S UP
3'W & 2"V
UP TO AAV
A.5
4"S UP
A.3
3"FD-B W/
TRAP GUARD
3/4"CW DN
A
NFWH-1
3/4"CW DN TO
RPZ & PRV (SET TO 45 PSI)
AT 48"AFF,OFFSET NON-POTABLE
WATER UP TO ABOVE CEILING
8
7
BLOOMSBURG UNIVERSITY
RESIDENCE HALL
& BOOKSTORE
MATCHLINE: 1/ P-101
6
THIS HATCHED AREA TO BE
COVERED BY DRY SPRINKLERS
5.3
5
6"SAN B/G
I.E. = 631.5' +/SEE CIVIL DWGS.
FOR CONTINUATION
4
8"DUCTILE IRON COMBINED
FIRE & DOMESTIC WATER
SERVICE B/G, SEE CIVIL DWGS.
FOR CONTINUATION
2
1
KEY PLAN
1
P-102
PLUMBING PLAN - GROUND FLOOR - AREA B
A
SCALE: 1/8" = 1'-0"
B
REVISION
NO.
DESCRIPTION
DATE
AHA PROJECT NUMBER
12/14/2015 4:07:14 PM
PLOT DATE:
TEMPLATE VERSION: 2.6.8.20141012
G1215-004.00
DATE
03 DECEMBER 2015
ISSUE
CONSTRUCTION
DOCUMENTS
SHEET TITLE
REVISED
15 DECEMBER 2015
PLUMBING PLAN GROUND FLOOR AREA B
SHEET NO.
P-102
9
11
19
18
17.4
17
1514.8
16
1312.8
14.1
14
10
12
ARCHITECT
HKS, INC.
x.1
x.2
x.4 x.4.1 x.5
x.6
x.7
x.8
TWO LIVE OAK CENTER
x.9x.10
3445 PEACHTREE ROAD, NE, SUITE 675
ATLANTA, GA 30326
ASSOCIATE ARCHITECT
MURRAY AND ASSOCIATES ARCHITECTS
1600 NORTH SECOND STREET
HARRISBURG, PA 17102-2499
MEP ENGINEER
3"FD-B W/
TRAP GUARD
AHA CONSULTING ENGINEERS
1801 OLD ALABAMA RD, SUITE 125
ROSWELL, GA 30076
SITE/CIVIL ENGINEER
6"RL DN
(3147 sf)
DERCK & EDSON ASSOCIATES
33 SOUTH BROAD STREET
LITITZ, PA 17543
4"S UP
4"S DN
MECH
GEOTECHNICAL ENGINEER
101
CMT LABORATORIES, INC.
4" S
OFFICE
6" RL
4"RL UP & DN
(1720 sf)
4"UP TO ERD
(1673 sf)
STAIR 01
S-101
1 1/2" HW
103
1
MAIL VEST.
6"RL UP
(3147 sf)
1 1/2" CW
PUBLIC TLT RM -F
4"S UP
102
4" RL
4" S
Z
2" CW
-
1 1/4" HW
4" S
4"S UP STAIR
3/4" HW
Y.5
4"S UP
1 1/4" CW
1" HW
Y
X.5
X.3
X
LOUNGE
S-104
3/4" CW
21
4"DD-B
4" S
EXPANSION LOOP
MINIMUM TOTAL
LENGTH = 13.8'
2" HW
4"S UP
2" CW
107
TLT
112
4"S DN
3/4"CW DN
M.2
104
4" WS
ELEV.
IDF
6"DD-B
(4,150 sf)
STO.
-
107.1
?
24
U
2" HW
-
W4
NFWH-1
2" CW
MECH
U.3
OFFICE
4
113
P-406
?
M
23.6
1 1/4" CW
1" HW
2"V DN
T.5
2" V
S1
4"DD-B
V
6"RL DN
(3194 sf)
STAIR 02
S-102
RECP.
23
V.7
STANDPIPE "B" W/ 2-1/2"FDV
SEE DETAIL 1/P-501
3/4" CW
6"DD-A
(4,150 sf)
V.8
4"RL UP
(3718 sf)
4" WS
22
W
6" RL
4"S UP
4"S UP
21.5
4"S UP
6" RL
4"UP TO RD
(3194 sf)
4" S
4"S UP
20.8
6"RL DN
(5391 sf)
3"V DN
106
4"DD-A
100
4" S
4"V DN & VTR
4" S
04
COMMONS
4"S DN
2" HW
1 1/2" CW
3/4" CW
STANDPIPE "A" W/ 2-1/2"FDV
SEE DETAIL 1/P-501
4" S
4"UP TO ERD
(3194 sf)
110.1
1 1/2" HW
4"S UP
ELEV.
6" ERL
MAIL LOBBY
3" V
3"V UP
4" S
W1
4"RL UP
(2236 sf)
4"S UP
108
1 1/2" CW
4"DD-B
4"RL UP & DN
(500 sf)
4"DD-A
6"DD-A
(4,150 sf)
4"DD-A
2" CW
2" HW
OFFICE
T
114
JS1
115
1/2"H & CW DN
1 1/4" CW
1" HW
3"W & 2"V
117
KS1
F
6"DD-B
(4,150 sf)
W2
IM1
MATCHLINE: 1/ P-104
4"S DN
JC
TRPL SUITE
L
JK
3/4"CW UP TO NFRH
110.2
RL
1 1/2" HW
100 STERLING PARKWAY, SUITE 108
NFWH-1
MAIL RECEIVING
CONFERENCE RM
105
WBCM
3/4" CW
ERL
4"S UP
4" S
2"V DN
4"S UP
W8
STRUCTURAL ENGINEER
6"DSN
4" S
4" RL
3"FD-B
W/ TP
4" S
1 1/2" CW
INTEGRATIVE
LEARNING
STAE COLLEGE, PA 16801
MECHANICSBURG, PA 17050
4"DSN
4" S
1 1/2" HW
4" WS
111
L
ER
4"S DN
S5
110.3
3/4" CW
4"S DN
3" S
MECH
4"UP TO RD
(1673 sf)
110
4"S UP
WKSTATIONS
RL
4"RL DN
(2236 sf)
110.4
PUBLIC
TLT RM -M
2701 CAROLEAN INDUSTRIAL DRIVE
y.6.5
y.6
2"VTR
BLOOMSBURG UNIVERSITY
RESIDENCE HALL
& BOOKSTORE
2
P-408
3/4" CW
3/4" HW
2" V
4" S
4"S UP
2"V UP
S
R
STAFF BK RM
4"DD-A
S1
CORRIDOR
C-101
4"DD-B
4"DD-A
116
Q
2"W & V, 3/4"CW & 1/2"HW ,
DN, EXTEND 1/2"CW TO IM1,
1/2"H & CW TO KS1
S1
I.6
4"DD-B
4"DD-A
QUAD SUITE B
122
4"DD-B
P
TRPL SUITE (MIR)
O
N
118
KEY PLAN
F
MATCHLINE: 1/ P-104
I
A
1
P-103
PLUMBING PLAN - 1ST FLOOR - AREA A
SCALE: 1/8" = 1'-0"
B
REVISION
NO.
DESCRIPTION
KEYED NOTES
1
BASE OF STANDPIPE VALVE ASSEMBLY ABOVE CEILING.
REFER TO DETAIL 10/P-501.
DATE
PLUMBING UNIT PLAN LEGEND
A
STAFF APARTMENT - REFER TO.......
3/P-401
B
DOUBLE SUITE - REFER TO ....
3/P-403
C
GRAD SUITE - REFER TO .....
6/P-401
D
RA SUITE (ZONE B) - REFER TO .....
3/P-402
E
RA SUITE (ZONE A) - REFER TO ......
6/P-402
12/14/2015 4:07:32 PM
PLOT DATE:
TEMPLATE VERSION: 2.6.8.20141012
AHA PROJECT NUMBER
F
TRIPLE SUITE - REFER TO........
6/P-403
G1215-004.00
DATE
G
QUAD SUITE - REFER TO........
3/P-404
03 DECEMBER 2015
ISSUE
H
QUAD SUITE A - REFER TO........
6/P-404
I
QUAD SUITE B - REFER TO........
3/P-405
J
QUAD SUITE C - REFER TO........
6/P-405
K
QUAD SUITE D - REFER TO........
3/P-406
REVISED
15 DECEMBER 2015
CONSTRUCTION
DOCUMENTS
SHEET TITLE
PLUMBING PLAN 1ST FLOOR - AREA
A
SHEET NO.
P-103
ARCHITECT
HKS, INC.
TWO LIVE OAK CENTER
3445 PEACHTREE ROAD, NE, SUITE 675
ATLANTA, GA 30326
ASSOCIATE ARCHITECT
MURRAY AND ASSOCIATES ARCHITECTS
1600 NORTH SECOND STREET
HARRISBURG, PA 17102-2499
MEP ENGINEER
AHA CONSULTING ENGINEERS
1801 OLD ALABAMA RD, SUITE 125
ROSWELL, GA 30076
SITE/CIVIL ENGINEER
DERCK & EDSON ASSOCIATES
33 SOUTH BROAD STREET
LITITZ, PA 17543
18
17
L
16
M 15
14
M.2
12.8
11
10
9
GEOTECHNICAL ENGINEER
CMT LABORATORIES, INC.
2701 CAROLEAN INDUSTRIAL DRIVE
13
MATCHLINE: 1/ P-103
STAE COLLEGE, PA 16801
4"DD-A
JK
STRUCTURAL ENGINEER
STAFF BK RM
S1
CORRIDOR
WBCM
116
100 STERLING PARKWAY, SUITE 108
Q
MECHANICSBURG, PA 17050
C-101
4"DD-B
4"DD-A
S1
I.6
I
P
O
N
TRPL SUITE (MIR)
4"DD-A
QUAD SUITE B
118
122
F
4"RD-A
(3490 sf)
I
H.2
H
S6
G
4"RD-B
(3490 sf)
4"RL UP & DN
(500 sf)
S1
4"RL UP & DN
(1830 sf)
MATCHLINE: 1/ P-103
W6
W2
S7
W2
6"RL DN
(2900 sf)
W7
4" WS
F.3
F
3/4" HW
3/4" CW
S1
MECH
1 1/4" CW
-
IDF
LAUNDRY
ELEC
121
119
W5
1" HW
B
E
DBL SUITE - CW
?
129
?
S1
1 1/4" CW
1 1/4" CW
1 1/4" HW
123
127
4"RL UP & DN
(2480 sf)
1" HW
E
D
RA SUITE
G
QUAD SUITE A
F
S1
133
S1
S1
4"SAN
OFFSET A/C
S1
4"WS UP
2" HW
INSULATE AND HEAT TRACE
ALL DOMESTIC WATER PIPING
AND P-TRAPS WITHIN
UNHEATED SPACES
S1
S3
W2
W2
2" CW
MECH
1 1/2" HW
2 1/2" CW
2 1/2" CW
120
W2
EXPANSION LOOP
MINIMUM TOTAL
LENGTH = 13.8'
W2
2" HW
W2
W2
LOUNGE
124
S1
1 1/2" HW
2" CW
4"RL UP & DN
(1800 sf)
2" CW
2" CW
2" HW
CORRIDOR
6"RL UP & DN
(3400 sf)
2" HW
2" CW
1 1/2" CW
C-102
1 1/4" CW
S-105
W2
C
1" HW
1 1/4" HW
1 1/2" CW
STAIR 05
W2
W2
3" RELIEF
VENT A/C
S2
S2
4"S UP
125
J
S1
S1
S1
S1
S1
TRPL SUITE (MIR)
DBL SUITE
DBL SUITE
126
128
130
F
B
4"SAN
OFFSET A/C
B
4" S
4" S
W2
1 1/2" HW
W2
B.5
4"S DN
1 1/2" HW
QUAD SUITE C
C.2
6"RL UP
(2900 sf)
A.5
AREA COORD.
SUITE (AC)
S2
STANDPIPE "C" W/ 2-1/2"FDV
SEE DETAIL 1/P-501
STAIR 03
132
A
A.3
S-103
4"SAN
OFFSET A/C
BLOOMSBURG UNIVERSITY
RESIDENCE HALL
& BOOKSTORE
4"DD-B
4"DD-B
B
A
8
7
6
5.3
5
4
2
1
4.4
1
P-104
KEY PLAN
PLUMBING PLAN - 1ST FLOOR - AREA B
A
SCALE: 1/8" = 1'-0"
B
REVISION
NO.
DESCRIPTION
DATE
PLUMBING UNIT PLAN LEGEND
A
STAFF APARTMENT - REFER TO.......
3/P-401
B
DOUBLE SUITE - REFER TO ....
3/P-403
C
GRAD SUITE - REFER TO .....
6/P-401
D
RA SUITE (ZONE B) - REFER TO .....
3/P-402
E
RA SUITE (ZONE A) - REFER TO ......
6/P-402
12/14/2015 4:07:48 PM
PLOT DATE:
TEMPLATE VERSION: 2.6.8.20141012
AHA PROJECT NUMBER
F
TRIPLE SUITE - REFER TO........
6/P-403
G1215-004.00
DATE
G
QUAD SUITE - REFER TO........
3/P-404
03 DECEMBER 2015
ISSUE
H
QUAD SUITE A - REFER TO........
6/P-404
I
QUAD SUITE B - REFER TO........
3/P-405
J
QUAD SUITE C - REFER TO........
6/P-405
K
QUAD SUITE D - REFER TO........
3/P-406
REVISED
15 DECEMBER 2015
CONSTRUCTION
DOCUMENTS
SHEET TITLE
PLUMBING PLAN 1ST FLOOR - AREA
B
SHEET NO.
P-104
9
11
19
18
17.4
17
1514.8
16
1312.8
14.1
14
10
12
ARCHITECT
HKS, INC.
x.1
x.2
x.4 x.4.1 x.5
x.6
x.7
x.8
TWO LIVE OAK CENTER
x.9x.10
3445 PEACHTREE ROAD, NE, SUITE 675
ATLANTA, GA 30326
ASSOCIATE ARCHITECT
MURRAY AND ASSOCIATES ARCHITECTS
1600 NORTH SECOND STREET
HARRISBURG, PA 17102-2499
MEP ENGINEER
AHA CONSULTING ENGINEERS
1801 OLD ALABAMA RD, SUITE 125
ROSWELL, GA 30076
SITE/CIVIL ENGINEER
DERCK & EDSON ASSOCIATES
S2
33 SOUTH BROAD STREET
QUAD SUITE (MIR)
LITITZ, PA 17543
234
GEOTECHNICAL ENGINEER
G
QUAD SUITE D
238
IDF
K
236
CMT LABORATORIES, INC.
2701 CAROLEAN INDUSTRIAL DRIVE
y.6.5
y.6
STAE COLLEGE, PA 16801
STRUCTURAL ENGINEER
WBCM
6"RL UP & DN
(3147 sf)
STAIR 01
S2
S-201
2"VTR
S2
W1
4"RL UP & DN
(1720 sf)
GRAD SUITE
W1
MECHANICSBURG, PA 17050
4"RD-B
(1673 sf)
232
MECH
C
-
4"RD-A
(1673 sf)
NFRH
CORRIDOR
ELEC.
S5
W1
S2
146
235
S2
JS1 JC
RA SUITE
242
243
Z
W1
S2
W1
4"RD-B
(3194 sf)
230
237
G
D
4"RL UP & DN
(2236 sf)
DBL SUITE
S2
239
STANDPIPE "A"
W/ 2-1/2"FDV
SEE DETAIL 1/P-501
Y.5
4"RD-A
(3194 sf)
QUAD SUITE
BLOOMSBURG UNIVERSITY
RESIDENCE HALL
& BOOKSTORE
W8
LOUNGE
100 STERLING PARKWAY, SUITE 108
S2
TRPL SUITE (MIR)
B
W1
233
W1
20.8
S2
21
Y
X.5
X.3
X
STANDPIPE "B"
W/ 2-1/2"FDV
SEE DETAIL 1/P-501
W1
F
4"VTR
4"RL UP & DN
(3718 sf)
S2
W1
S2
S2
STAIR 02
TRPL SUITE
21.5
241
S2
S-202
TRPL SUITE
22
F
TRSH/ REC
231
W
S2
F
ELEV.
23
V.8
U.3
-
ELEV.
V.7
-
M
23.6
U
MECH
-
W4
24
T.5
QUAD SUITE (MIR)
W1
201
S1
T
G
V
TRPL SUITE
L
4"RL UP & DN
(500 sf)
202
S
F
W2
S2
JK
MATCHLINE: 1/ P-106
R
Q
S1
CORRIDOR
147
S1
I.6
P
?
?
TRPL SUITE (MIR)
203
O
N
KEY PLAN
MATCHLINE: 1/ P-106
A
1
P-105
PLUMBING PLAN - 2ND FLOOR - AREA A
SCALE: 1/8" = 1'-0"
B
REVISION
NO.
DESCRIPTION
DATE
PLUMBING UNIT PLAN LEGEND
A
STAFF APARTMENT - REFER TO.......
3/P-401
B
DOUBLE SUITE - REFER TO ....
3/P-403
C
GRAD SUITE - REFER TO .....
6/P-401
D
RA SUITE (ZONE B) - REFER TO .....
3/P-402
E
RA SUITE (ZONE A) - REFER TO ......
6/P-402
12/14/2015 4:08:01 PM
PLOT DATE:
TEMPLATE VERSION: 2.6.8.20141012
AHA PROJECT NUMBER
F
TRIPLE SUITE - REFER TO........
6/P-403
G1215-004.00
DATE
G
QUAD SUITE - REFER TO........
3/P-404
03 DECEMBER 2015
ISSUE
H
QUAD SUITE A - REFER TO........
6/P-404
I
QUAD SUITE B - REFER TO........
3/P-405
J
QUAD SUITE C - REFER TO........
6/P-405
K
QUAD SUITE D - REFER TO........
3/P-406
REVISED
15 DECEMBER 2015
CONSTRUCTION
DOCUMENTS
SHEET TITLE
PLUMBING PLAN 2ND FLOOR - AREA
A
SHEET NO.
P-105
ARCHITECT
HKS, INC.
TWO LIVE OAK CENTER
3445 PEACHTREE ROAD, NE, SUITE 675
ATLANTA, GA 30326
ASSOCIATE ARCHITECT
MURRAY AND ASSOCIATES ARCHITECTS
1600 NORTH SECOND STREET
HARRISBURG, PA 17102-2499
MEP ENGINEER
AHA CONSULTING ENGINEERS
1801 OLD ALABAMA RD, SUITE 125
ROSWELL, GA 30076
SITE/CIVIL ENGINEER
DERCK & EDSON ASSOCIATES
33 SOUTH BROAD STREET
LITITZ, PA 17543
18
17
L
16
M 15
14
13
12.8
11
10
9
GEOTECHNICAL ENGINEER
CMT LABORATORIES, INC.
2701 CAROLEAN INDUSTRIAL DRIVE
STAE COLLEGE, PA 16801
STRUCTURAL ENGINEER
MATCHLINE: 1/ P-105
WBCM
JK
100 STERLING PARKWAY, SUITE 108
Q
S1
MECHANICSBURG, PA 17050
CORRIDOR
147
I
P
O
N
TRPL SUITE (MIR)
?
203
?
F
MATCHLINE: 1/ P-105
I
H.2
H
S1
4"RL UP & DN
(1830 sf)
G
S7
W2
W6
S6
W7
W2
4"RL UP & DN
(500 sf)
RA SUITE
F.3
F
MECH
QUAD SUITE B
B
DBL SUITE - CW
F
TRPL SUITE (MIR)
- CW
QUAD SUITE - CW
DBL SUITE - CW
213
215
217
219
211
S1
ELEC
-
LAUNDRY
W5
204
IDF
E
4"RL UP & DN
(2480 sf)
206
S1
G
S1
B
221
I
S1
S1
S1
S1
208
S2
6"RL UP & DN
(2900 sf)
W2
MECH
W2
TRSH/ REC
205
E
D
W2
W2
-
W2
C.2
W2
W2
LOUNGE
C
209
CORRIDOR
B.5
148
4"RL UP & DN
(1800 sf)
S1
B
QUAD SUITE C
W2
W2
W2
S2
1
6"RL UP & DN
(3400 sf)
W2
W2
210
A.5
J
S1
S1
S1
TRPL SUITE (MIR)
DBL SUITE
S1
S1
212
F
S2
S2
DBL SUITE
214
216
B
B
BLOOMSBURG UNIVERSITY
RESIDENCE HALL
& BOOKSTORE
S1
I.6
S2
QUAD SUITE
DBL SUITE (MIR)
218
220
G
B
STAIR 03
S-203
A
STANDPIPE "C"
W/ 2-1/2"FDV
SEE DETAIL 1/P-501
8
7
6
5.3
5
4
3
2
1
4.4
1
P-106
KEY PLAN
PLUMBING PLAN - 2ND FLOOR - AREA B
A
SCALE: 1/8" = 1'-0"
B
REVISION
NO.
DESCRIPTION
KEYED NOTES
1
BASE OF STANDPIPE VALVE ASSEMBLY ABOVE CEILING.
REFER TO DETAIL 10/P-501.
DATE
PLUMBING UNIT PLAN LEGEND
A
STAFF APARTMENT - REFER TO.......
3/P-401
B
DOUBLE SUITE - REFER TO ....
3/P-403
C
GRAD SUITE - REFER TO .....
6/P-401
D
RA SUITE (ZONE B) - REFER TO .....
3/P-402
E
RA SUITE (ZONE A) - REFER TO ......
6/P-402
12/14/2015 4:08:14 PM
PLOT DATE:
TEMPLATE VERSION: 2.6.8.20141012
AHA PROJECT NUMBER
F
TRIPLE SUITE - REFER TO........
6/P-403
G1215-004.00
DATE
G
QUAD SUITE - REFER TO........
3/P-404
03 DECEMBER 2015
ISSUE
H
QUAD SUITE A - REFER TO........
6/P-404
I
QUAD SUITE B - REFER TO........
3/P-405
J
QUAD SUITE C - REFER TO........
6/P-405
K
QUAD SUITE D - REFER TO........
3/P-406
REVISED
15 DECEMBER 2015
CONSTRUCTION
DOCUMENTS
SHEET TITLE
PLUMBING PLAN 2ND FLOOR - AREA
B
SHEET NO.
P-106
9
11
19
18
17.4
17
16
1514.8
1312.8
14.1
14
10
12
ARCHITECT
HKS, INC.
x.4
x.5
x.6
x.7
x.8
TWO LIVE OAK CENTER
x.9x.10
3445 PEACHTREE ROAD, NE, SUITE 675
ATLANTA, GA 30326
ASSOCIATE ARCHITECT
MURRAY AND ASSOCIATES ARCHITECTS
1600 NORTH SECOND STREET
HARRISBURG, PA 17102-2499
MEP ENGINEER
AHA CONSULTING ENGINEERS
1801 OLD ALABAMA RD, SUITE 125
ROSWELL, GA 30076
SITE/CIVIL ENGINEER
DERCK & EDSON ASSOCIATES
33 SOUTH BROAD STREET
S2
LITITZ, PA 17543
QUAD SUITE (MIR)
QUAD SUITE D
334
338
GEOTECHNICAL ENGINEER
CMT LABORATORIES, INC.
G
K
IDF
336
4"RL UP & DN
(1720 sf)
3/4" HWR
W1
100 STERLING PARKWAY, SUITE 108
MECHANICSBURG, PA 17050
S2
332
-
B
CORRIDOR
S5
ELEC.
3/4" HWR
W1
S2
C-300
335
W8
BLOOMSBURG UNIVERSITY
RESIDENCE HALL
& BOOKSTORE
1" HWR
S2
JS1 JC
342
S2
RA SUITE
3/4" HWR
W1
Z
W1
337
4"RL UP & DN
(2236 sf)
QUAD SUITE
D
330
S2
W1
DBL SUITE
S2
B
STANDPIPE "B"
W/ 2-1/2"FDV
SEE DETAIL 1/P-501
W1
TRPL SUITE (MIR)
4"RL UP & DN
(3718 sf)
333
20.8
S2
21
Y
X.5
X.3
X
G
1" HWR
339
STANDPIPE "A"
W/ 2-1/2"FDV
SEE DETAIL 1/P-501
Y.5
DOUBLE SUITE
MECH
343
STRUCTURAL ENGINEER
4"RL UP & DN
(3147 sf)
W1
LOUNGE
STAE COLLEGE, PA 16801
WBCM
STAIR 01
S-301
2701 CAROLEAN INDUSTRIAL DRIVE
y.6.5
y.6
S2
F
STAIR 02
W1
1 1/4" HWR
S-302
S2
S2
TRPL SUITE
341
21.5
F
S2
22
TRPL SUITE
-
331
W
S2
F
23
V.8
TRASH/
RECYCLING
U.3
V.7
23.6
U
MECH
M
-
W4
24
1 1/4" HWR
W1
301
1 1/2" HWR
S1
T.5
QUAD SUITE (MIR)
V
T
G
4"RL UP & DN
(500 sf)
L
TRPL SUITE
S
302
F
W2
S2
JK
MATCHLINE: 1/ P-108
R
S1
Q
CORRIDOR
C-301
S1
I.6
BALANCING VALVE ASSEMBLY (TYP)
SEE DETAIL 8/P-501
P
?
?
TRPL SUITE (MIR)
303
O
N
KEY PLAN
MATCHLINE: 1/ P-108
A
1
P-107
PLUMBING PLAN - 3RD FLOOR - AREA A
SCALE: 1/8" = 1'-0"
B
REVISION
NO.
DESCRIPTION
DATE
PLUMBING UNIT PLAN LEGEND
A
STAFF APARTMENT - REFER TO.......
3/P-401
B
DOUBLE SUITE - REFER TO ....
3/P-403
C
GRAD SUITE - REFER TO .....
6/P-401
D
RA SUITE (ZONE B) - REFER TO .....
3/P-402
E
RA SUITE (ZONE A) - REFER TO ......
6/P-402
12/14/2015 4:08:27 PM
PLOT DATE:
TEMPLATE VERSION: 2.6.8.20141012
AHA PROJECT NUMBER
F
TRIPLE SUITE - REFER TO........
6/P-403
G1215-004.00
DATE
G
QUAD SUITE - REFER TO........
3/P-404
03 DECEMBER 2015
ISSUE
H
QUAD SUITE A - REFER TO........
6/P-404
I
QUAD SUITE B - REFER TO........
3/P-405
J
QUAD SUITE C - REFER TO........
6/P-405
K
QUAD SUITE D - REFER TO........
3/P-406
REVISED
15 DECEMBER 2015
CONSTRUCTION
DOCUMENTS
SHEET TITLE
PLUMBING PLAN 3RD FLOOR - AREA
A
SHEET NO.
P-107
ARCHITECT
HKS, INC.
TWO LIVE OAK CENTER
3445 PEACHTREE ROAD, NE, SUITE 675
ATLANTA, GA 30326
ASSOCIATE ARCHITECT
MURRAY AND ASSOCIATES ARCHITECTS
1600 NORTH SECOND STREET
HARRISBURG, PA 17102-2499
MEP ENGINEER
AHA CONSULTING ENGINEERS
1801 OLD ALABAMA RD, SUITE 125
ROSWELL, GA 30076
SITE/CIVIL ENGINEER
DERCK & EDSON ASSOCIATES
33 SOUTH BROAD STREET
LITITZ, PA 17543
18
17
L
16
M 15
14
13
12.8
11
10
9
GEOTECHNICAL ENGINEER
CMT LABORATORIES, INC.
2701 CAROLEAN INDUSTRIAL DRIVE
STAE COLLEGE, PA 16801
STRUCTURAL ENGINEER
WBCM
MATCHLINE: 1/ P-107
S1
JK
100 STERLING PARKWAY, SUITE 108
Q
CORRIDOR
MECHANICSBURG, PA 17050
C-301
I
303
?
F
I
H.2
H
P
O
N
TRPL SUITE (MIR)
?
MATCHLINE: 1/ P-107
4"RL UP & DN
(500 sf)
S1
4"RL UP & DN
(1830 sf)
W2
S6
BALANCING VALVE ASSEMBLY (TYP)
SEE DETAIL 8/P-501
W6
G
W7
W2
S7
E
D
RA SUITE
3/4" HWR
F.3
F
LAUNDRY
S1
-
IDF
B
G
B
DBL SUITE - CW
F
TRPL SUITE (MIR)
- CW
QUAD SUITE - CW
DBL SUITE - CW
313
315
317
319
311
ELEC
306
MECH
3/4" HWR
W5
304
3/4" HWR
4"RL UP & DN
(2480 sf)
308
E
S1
S1
S1
S1
QUAD SUITE B
321
I
S1
S1
S2
6"RL UP & DN
(2900 sf)
MECH
TRASH/
RECYCLING
305
1 1/2" HWR
W2
W2
W2
-
LOUNGE
W2
C.2
W2
W2
C
309
CORRIDOR
1" HWR
W2
1 1/2" HWR
S1
C-302
1 1/4" HWR
1" HWR
1" HWR
3/4" HWR
3/4" HWR
4"RL UP & DN
(1800 sf)
B
W2
6"RL UP & DN
(3400 sf)
W2
QUAD SUITE C
W2
W2
S2
W2
310
A.5
J
S1
S1
S1
TRPL SUITE (MIR)
312
F
S1
S1
S2
S2
BLOOMSBURG UNIVERSITY
RESIDENCE HALL
& BOOKSTORE
S1
I.6
S2
DBL SUITE
DBL SUITE
QUAD SUITE
DBL SUITE (MIR)
314
316
318
320
B
B
STAIR 03
S-303
G
B
A
STANDPIPE "C"
W/ 2-1/2"FDV
SEE DETAIL 1/P-501
8
7
6
5.3
5
4
3
2
1
4.4
1
P-108
KEY PLAN
PLUMBING PLAN - 3RD FLOOR - AREA B
A
SCALE: 1/8" = 1'-0"
B
REVISION
NO.
DESCRIPTION
DATE
PLUMBING UNIT PLAN LEGEND
A
STAFF APARTMENT - REFER TO.......
3/P-401
B
DOUBLE SUITE - REFER TO ....
3/P-403
C
GRAD SUITE - REFER TO .....
6/P-401
D
RA SUITE (ZONE B) - REFER TO .....
3/P-402
E
RA SUITE (ZONE A) - REFER TO ......
6/P-402
12/14/2015 4:08:41 PM
PLOT DATE:
TEMPLATE VERSION: 2.6.8.20141012
AHA PROJECT NUMBER
F
TRIPLE SUITE - REFER TO........
6/P-403
G1215-004.00
DATE
G
QUAD SUITE - REFER TO........
3/P-404
03 DECEMBER 2015
ISSUE
H
QUAD SUITE A - REFER TO........
6/P-404
I
QUAD SUITE B - REFER TO........
3/P-405
J
QUAD SUITE C - REFER TO........
6/P-405
K
QUAD SUITE D - REFER TO........
3/P-406
REVISED
15 DECEMBER 2015
CONSTRUCTION
DOCUMENTS
SHEET TITLE
PLUMBING PLAN 3RD FLOOR - AREA
B
SHEET NO.
P-108
9
11
19
18
17.4
17
16
1514.8
1312.8
14.1
14
10
12
ARCHITECT
HKS, INC.
TWO LIVE OAK CENTER
3445 PEACHTREE ROAD, NE, SUITE 675
ATLANTA, GA 30326
ASSOCIATE ARCHITECT
MURRAY AND ASSOCIATES ARCHITECTS
1600 NORTH SECOND STREET
HARRISBURG, PA 17102-2499
MEP ENGINEER
AHA CONSULTING ENGINEERS
1801 OLD ALABAMA RD, SUITE 125
ROSWELL, GA 30076
SITE/CIVIL ENGINEER
DERCK & EDSON ASSOCIATES
33 SOUTH BROAD STREET
S2
LITITZ, PA 17543
QUAD SUITE D
GEOTECHNICAL ENGINEER
438
QUAD SUITE (MIR)
CMT LABORATORIES, INC.
434
STAE COLLEGE, PA 16801
K
IDF
STAIR 01
G
436
4"RL UP & DN
(1720 sf)
STRUCTURAL ENGINEER
WBCM
4"RL UP & DN
(3147 sf)
W3
S-401
2701 CAROLEAN INDUSTRIAL DRIVE
100 STERLING PARKWAY, SUITE 108
S2
1 1/2" HW
W3
432
1 1/2" CW
B
MECH
1 1/2" HW
-
1 1/2" CW
1 1/4" HW
W8
LOUNGE
W3
S2
JC
RA SUITE
442
1" HW
1 1/4" CW
4"RL UP & DN
(2236 sf)
1" HW
1" CW
S2
W3
437
QUAD SUITE
2" HW
430
2" CW
D
W3
S2
G
W3
DBL SUITE
S2
W3
TRPL SUITE (MIR)
B
20.8
S2
21
Y
X.5
X.3
X
4"RL UP & DN
(3718 sf)
C-400
433
S2
2" HW
F
STAIR 02
W3
S-402
S2
S2
TRPL SUITE
2" CW
21.5
441
S2
STANDPIPE "B"
W/ 2-1/2"FDV
SEE DETAIL 1/P-501
W3
CORRIDOR
439
STANDPIPE "A"
W/ 2-1/2"FDV
SEE DETAIL 1/P-501
Y.5
S2
435
JS1
443
Z
1 1/2" HW
1 1/2" CW
ELEC.
BLOOMSBURG UNIVERSITY
RESIDENCE HALL
& BOOKSTORE
S5
MECHANICSBURG, PA 17050
DOUBLE SUITE
S2
F
TRPL SUITE
22
TRSH/ REC
431
W
-
S2
F
23
V.8
U.3
V.7
23.6
U
MECH
M
-
W4
2" HW
24
T.5
2" CW
W3
2" CW
S1
V
QUAD SUITE (MIR)
T
401
2" HW
G
L
4"RL UP & DN
(500 sf)
TRPL SUITE
W3
S2
R
402
JK
MATCHLINE: 1/ P-110
S
1 1/4" CW
1" HW
F
S1
Q
CORRIDOR
C-401
I.6
S1
P
?
TRPL SUITE (MIR)
?
403
O
N
KEY PLAN
MATCHLINE: 1/ P-110
A
1
P-109
PLUMBING PLAN - 4TH FLOOR - AREA A
SCALE: 1/8" = 1'-0"
B
REVISION
NO.
DESCRIPTION
DATE
PLUMBING UNIT PLAN LEGEND
A
STAFF APARTMENT - REFER TO.......
3/P-401
B
DOUBLE SUITE - REFER TO ....
3/P-403
C
GRAD SUITE - REFER TO .....
6/P-401
D
RA SUITE (ZONE B) - REFER TO .....
3/P-402
E
RA SUITE (ZONE A) - REFER TO ......
6/P-402
12/14/2015 4:08:57 PM
PLOT DATE:
TEMPLATE VERSION: 2.6.8.20141012
AHA PROJECT NUMBER
F
TRIPLE SUITE - REFER TO........
6/P-403
G1215-004.00
DATE
G
QUAD SUITE - REFER TO........
3/P-404
03 DECEMBER 2015
ISSUE
H
QUAD SUITE A - REFER TO........
6/P-404
I
QUAD SUITE B - REFER TO........
3/P-405
J
QUAD SUITE C - REFER TO........
6/P-405
K
QUAD SUITE D - REFER TO........
3/P-406
REVISED
15 DECEMBER 2015
CONSTRUCTION
DOCUMENTS
SHEET TITLE
PLUMBING PLAN 4TH FLOOR - AREA
A
SHEET NO.
P-109
ARCHITECT
HKS, INC.
TWO LIVE OAK CENTER
3445 PEACHTREE ROAD, NE, SUITE 675
ATLANTA, GA 30326
ASSOCIATE ARCHITECT
MURRAY AND ASSOCIATES ARCHITECTS
1600 NORTH SECOND STREET
HARRISBURG, PA 17102-2499
MEP ENGINEER
AHA CONSULTING ENGINEERS
1801 OLD ALABAMA RD, SUITE 125
ROSWELL, GA 30076
SITE/CIVIL ENGINEER
DERCK & EDSON ASSOCIATES
33 SOUTH BROAD STREET
LITITZ, PA 17543
18
17
L
16
M 15
14
13
12.8
11
10
9
GEOTECHNICAL ENGINEER
CMT LABORATORIES, INC.
2701 CAROLEAN INDUSTRIAL DRIVE
STAE COLLEGE, PA 16801
TRPL SUITE
MATCHLINE: 1/ P-109
STRUCTURAL ENGINEER
402
JK
WBCM
F
CORRIDOR
S1
100 STERLING PARKWAY, SUITE 108
Q
MECHANICSBURG, PA 17050
C-401
I.6
I
H.2
H
?
TRPL SUITE (MIR)
?
403
I
F
S6
W3
MATCHLINE: 1/ P-109
4"RL UP & DN
(500 sf)
W6
4"RL UP & DN
(1830 sf)
G
P
O
N
W3
S1
S7
E
D
W7
F
1 1/4" CW
1 1/4" CW
1" HW
F.3
RA SUITE
S1
LAUNDRY
ELEC
406
404
MECH
1" HW
B
E
W5
-
DBL SUITE - CW
F
TRPL SUITE (MIR)
- CW
QUAD SUITE - CW
DBL SUITE - CW
413
415
417
419
S1
4"RL UP & DN
(2480 sf)
2" HW
IDF
QUAD SUITE B
411
S1
G
S1
S1
B
S1
421
I
S2
S1
W3
MECH
408
2" CW
1 1/2" HW
LOUNGE
405
2 1/2" CW
TRSH/ REC
2" HW
-
2 1/2" CW
409
6"RL UP & DN
(2900 sf)
W3
W3
W3
C.2
W3
1" HW
W3
C
1 1/4" CW
W3
S1
2" CW
2" HW
2" CW
2" HW
CORRIDOR
2" CW
2" HW
C-402
1 1/2" HW
2" CW
1 1/2" CW
1 1/2" HW
1 1/2" HW
1 1/2" CW
1 1/4" HW
4"RL UP & DN
(1800 sf)
B
6"RL UP & DN
(3400 sf)
W3
QUAD SUITE C
W3
W3
W3
W3
S2
410
J
S1
S1
S1
S1
S2
S2
A.5
S2
BLOOMSBURG UNIVERSITY
RESIDENCE HALL
& BOOKSTORE
S1
S1
TRPL SUITE (MIR)
DBL SUITE
DBL SUITE
QUAD SUITE
DBL SUITE (MIR)
412
414
416
418
420
F
B
B
G
STAIR 03
S-403
B
A
STANDPIPE "C"
W/ 2-1/2"FDV
SEE DETAIL 1/P-501
8
7
6
5.3
5
4
3
2
1
4.4
1
P-110
KEY PLAN
PLUMBING PLAN - 4TH FLOOR - AREA B
A
SCALE: 1/8" = 1'-0"
B
REVISION
NO.
DESCRIPTION
DATE
PLUMBING UNIT PLAN LEGEND
A
STAFF APARTMENT - REFER TO.......
3/P-401
B
DOUBLE SUITE - REFER TO ....
3/P-403
C
GRAD SUITE - REFER TO .....
6/P-401
D
RA SUITE (ZONE B) - REFER TO .....
3/P-402
E
RA SUITE (ZONE A) - REFER TO ......
6/P-402
12/14/2015 4:09:13 PM
PLOT DATE:
TEMPLATE VERSION: 2.6.8.20141012
AHA PROJECT NUMBER
F
TRIPLE SUITE - REFER TO........
6/P-403
G1215-004.00
DATE
G
QUAD SUITE - REFER TO........
3/P-404
03 DECEMBER 2015
ISSUE
H
QUAD SUITE A - REFER TO........
6/P-404
I
QUAD SUITE B - REFER TO........
3/P-405
J
QUAD SUITE C - REFER TO........
6/P-405
K
QUAD SUITE D - REFER TO........
3/P-406
REVISED
15 DECEMBER 2015
CONSTRUCTION
DOCUMENTS
SHEET TITLE
PLUMBING PLAN 4TH FLOOR - AREA
B
SHEET NO.
P-110
9
11
19
18
17.4
17
16
1514.8
1312.8
14.1
14
10
12
ARCHITECT
HKS, INC.
TWO LIVE OAK CENTER
3445 PEACHTREE ROAD, NE, SUITE 675
ATLANTA, GA 30326
ASSOCIATE ARCHITECT
MURRAY AND ASSOCIATES ARCHITECTS
1600 NORTH SECOND STREET
HARRISBURG, PA 17102-2499
MEP ENGINEER
AHA CONSULTING ENGINEERS
1801 OLD ALABAMA RD, SUITE 125
ROSWELL, GA 30076
SITE/CIVIL ENGINEER
DERCK & EDSON ASSOCIATES
33 SOUTH BROAD STREET
S2
LITITZ, PA 17543
GEOTECHNICAL ENGINEER
QUAD SUITE (MIR)
QUAD SUITE D
CMT LABORATORIES, INC.
2701 CAROLEAN INDUSTRIAL DRIVE
534
538
STAE COLLEGE, PA 16801
IDF
K
G
536
STRUCTURAL ENGINEER
WBCM
4"RL UP & DN
(3147 sf)
STAIR 01
W3
S2
S-501
100 STERLING PARKWAY, SUITE 108
4"RL UP & DN
(1720 sf)
MECH
MECHANICSBURG, PA 17050
S2
W3
DOUBLE SUITE
532
-
CORRIDOR
ELEC.
W8
543
JS1
S2
S2
JC
RA SUITE
542
Z
C-500
535
W3
LOUNGE
B
S2
W3
QUAD SUITE
537
4"RL UP & DN
(2236 sf)
530
D
S2
W3
W3
G
STANDPIPE "A"
W/ 2-1/2"FDV
SEE DETAIL 1/P-501
TRPL SUITE (MIR)
539
S2
B
W3
533
20.8
S2
21
Y
X.5
X.3
X
STANDPIPE "B"
W/ 2-1/2"FDV
SEE DETAIL 1/P-501
W3
DBL SUITE
Y.5
BLOOMSBURG UNIVERSITY
RESIDENCE HALL
& BOOKSTORE
S5
4"RL UP & DN
(3718 sf)
S2
STAIR 02
F
W3
S-502
S2
TRPL SUITE
S2
541
S2
21.5
F
TRASH/
RECYCLING
TRPL SUITE
22
531
W
-
S2
F
23
V.8
U.3
V.7
23.6
U
MECH
M
-
W4
24
T.5
QUAD SUITE (MIR)
W3
501
V
T
G
S1
L
4"RL UP & DN
(500 sf)
S
W3
TRPL SUITE
444
JK
MATCHLINE: 1/ P-112
CORRIDOR
S2
R
C-501
Q
F
S1
I.6
P
S1
TRPL SUITE (MIR)
?
?
503
O
N
KEY PLAN
MATCHLINE: 1/ P-112
A
1
P-111
PLUMBING PLAN - 5TH FLOOR - AREA A
SCALE: 1/8" = 1'-0"
B
REVISION
NO.
DESCRIPTION
DATE
PLUMBING UNIT PLAN LEGEND
A
STAFF APARTMENT - REFER TO.......
3/P-401
B
DOUBLE SUITE - REFER TO ....
3/P-403
C
GRAD SUITE - REFER TO .....
6/P-401
D
RA SUITE (ZONE B) - REFER TO .....
3/P-402
E
RA SUITE (ZONE A) - REFER TO ......
6/P-402
12/14/2015 4:09:26 PM
PLOT DATE:
TEMPLATE VERSION: 2.6.8.20141012
AHA PROJECT NUMBER
F
TRIPLE SUITE - REFER TO........
6/P-403
G1215-004.00
DATE
G
QUAD SUITE - REFER TO........
3/P-404
03 DECEMBER 2015
ISSUE
H
QUAD SUITE A - REFER TO........
6/P-404
I
QUAD SUITE B - REFER TO........
3/P-405
J
QUAD SUITE C - REFER TO........
6/P-405
K
QUAD SUITE D - REFER TO........
3/P-406
REVISED
15 DECEMBER 2015
CONSTRUCTION
DOCUMENTS
SHEET TITLE
PLUMBING PLAN 5TH FLOOR - AREA
A
SHEET NO.
P-111
ARCHITECT
HKS, INC.
TWO LIVE OAK CENTER
3445 PEACHTREE ROAD, NE, SUITE 675
ATLANTA, GA 30326
ASSOCIATE ARCHITECT
MURRAY AND ASSOCIATES ARCHITECTS
1600 NORTH SECOND STREET
HARRISBURG, PA 17102-2499
MEP ENGINEER
AHA CONSULTING ENGINEERS
1801 OLD ALABAMA RD, SUITE 125
ROSWELL, GA 30076
SITE/CIVIL ENGINEER
DERCK & EDSON ASSOCIATES
33 SOUTH BROAD STREET
LITITZ, PA 17543
18
17
L
16
M 15
14
13
12.8
11
10
9
GEOTECHNICAL ENGINEER
CMT LABORATORIES, INC.
2701 CAROLEAN INDUSTRIAL DRIVE
STAE COLLEGE, PA 16801
CORRIDOR
TRPL SUITE
MATCHLINE: 1/ P-111
444
JK
STRUCTURAL ENGINEER
C-501
WBCM
100 STERLING PARKWAY, SUITE 108
Q
F
MECHANICSBURG, PA 17050
S1
I.6
P
O
N
TRPL SUITE (MIR)
?
I
H.2
H
503
?
F
I
S6
4"RL UP & DN
(1830 sf)
4"RL UP & DN
(500 sf)
W6
S1
S7
G
MATCHLINE: 1/ P-111
W3
W7
W3
RA SUITE
S1
F.3
F
S7
ELEC
LAUNDRY
MECH
-
504
506
W5
IDF
E
D
QUAD SUITE B
511
B
E
DBL SUITE - CW
4"RL UP & DN
(2480 sf)
S1
F
TRPL SUITE (MIR)
- CW
G
B
521
QUAD SUITE - CW
DBL SUITE - CW
I
515
517
519
513
S1
508
S1
S1
S1
S1
W3
S2
MECH
TRASH/
RECYCLING
505
W3
W3
W3
W3
C.2
W3
6"RL UP & DN
(2900 sf)
-
LOUNGE
C
4"RL UP & DN
(1800 sf)
509
CORRIDOR
W3
6"RL UP & DN
(3400 sf)
C-502
S1
B
W3
W3
W3
W3
W3
S2
A.5
QUAD SUITE C
S1
510
S1
J
S1
S1
S1
S2
S2
S2
TRPL SUITE (MIR)
DBL SUITE
DBL SUITE
QUAD SUITE
DBL SUITE (MIR)
512
514
516
518
520
B
G
B
F
B
BLOOMSBURG UNIVERSITY
RESIDENCE HALL
& BOOKSTORE
S1
STAIR 03
S-503
A
STANDPIPE "C"
W/ 2-1/2"FDV
SEE DETAIL 1/P-501
8
7
6
5.3
5
4
3
2
1
4.4
1
P-112
KEY PLAN
PLUMBING PLAN - 5TH FLOOR - AREA B
A
SCALE: 1/8" = 1'-0"
B
REVISION
NO.
DESCRIPTION
DATE
PLUMBING UNIT PLAN LEGEND
A
STAFF APARTMENT - REFER TO.......
3/P-401
B
DOUBLE SUITE - REFER TO ....
3/P-403
C
GRAD SUITE - REFER TO .....
6/P-401
D
RA SUITE (ZONE B) - REFER TO .....
3/P-402
E
RA SUITE (ZONE A) - REFER TO ......
6/P-402
12/14/2015 4:09:40 PM
PLOT DATE:
TEMPLATE VERSION: 2.6.8.20141012
AHA PROJECT NUMBER
F
TRIPLE SUITE - REFER TO........
6/P-403
G1215-004.00
DATE
G
QUAD SUITE - REFER TO........
3/P-404
03 DECEMBER 2015
ISSUE
H
QUAD SUITE A - REFER TO........
6/P-404
I
QUAD SUITE B - REFER TO........
3/P-405
J
QUAD SUITE C - REFER TO........
6/P-405
K
QUAD SUITE D - REFER TO........
3/P-406
REVISED
15 DECEMBER 2015
CONSTRUCTION
DOCUMENTS
SHEET TITLE
PLUMBING PLAN 5TH FLOOR - AREA
B
SHEET NO.
P-112
9
11
19
18
17.4
17
16
1514.8
1312.8
14.1
14
10
12
ARCHITECT
HKS, INC.
TWO LIVE OAK CENTER
3445 PEACHTREE ROAD, NE, SUITE 675
ATLANTA, GA 30326
ASSOCIATE ARCHITECT
MURRAY AND ASSOCIATES ARCHITECTS
1600 NORTH SECOND STREET
HARRISBURG, PA 17102-2499
MEP ENGINEER
AHA CONSULTING ENGINEERS
1801 OLD ALABAMA RD, SUITE 125
4"DSN
ROSWELL, GA 30076
SITE/CIVIL ENGINEER
DERCK & EDSON ASSOCIATES
4" ERL
33 SOUTH BROAD STREET
S2
QUAD SUITE (MIR)
LITITZ, PA 17543
634
QUAD SUITE D
STAIR 01
GEOTECHNICAL ENGINEER
CMT LABORATORIES, INC.
G
2701 CAROLEAN INDUSTRIAL DRIVE
4"UP TO ERD
638
K
4"DSN
STAE COLLEGE, PA 16801
IDF
4"UP TO RD
4" V
4"RL DN
(1720 sf)
4"RL UP TO
RD AND DN
(3147 sf)
636
STRUCTURAL ENGINEER
WBCM
4" @ 2%
100 STERLING PARKWAY, SUITE 108
S2
1" HWR
W3
S-601
MECHANICSBURG, PA 17050
4"UP TO ERD
W3
S2
DOUBLE SUITE
S5
3/4" HWR
-
ELEC.
W3
LOUNGE
643
635
1" HWR
JC
3/4" HWR
642
1 1/4" HWR
W3
CORRIDOR
S2
4"UP TO RD
4" RL
4" V
D
4"RL DN
(2236 sf)
QUAD SUITE
637
4" VTR
W3
S2
F
20.8
4" V
21
4" ERL
TRPL SUITE (MIR)
4"@ 2%
S2
21.5
641
4"DSN
4"RL DN
(3718 sf)
W3
633
3/4"CW UP
TO NFRH
S2
S2
TRPL SUITE
F
STANDPIPE "B"
W/ 2-1/2"FDV
SEE DETAIL 1/P-501
W3
4" V
B
S2
S2
G
W3
1 1/4" HWR
639
4"DSN
630
4" V
DBL SUITE
4"UP TO ERD
Y
X.5
X.3
X
C-600
S2
4" V
STANDPIPE "A"
W/ 2-1/2"FDV
SEE DETAIL 1/P-501
S2
RA SUITE
W3
Y.5
B
4" V
W8
JS1
Z
632
4" V
4"VTR
F
22
4" V
4"UP TO ERD
4"UP TO RD
4" V
631
STAIR 02
S-602
1 1/4" HWR
TRPL SUITE
W
TRSH/ REC
-
S2
23
V.8
U.3
S2
4" V
V.7
23.6
U
MECH
M
-
W4
24
4"VTR
W3
V
601
1 1/2" HWR
T
G
1 1/2" HWR
4" V
4"RL DN
(500 sf)
L
T.5
QUAD SUITE (MIR)
1 1/4" HWR
S1
S
TRPL SUITE
602
JK
W3
CORRIDOR
F
MATCHLINE: 1/ P-114
BLOOMSBURG UNIVERSITY
RESIDENCE HALL
& BOOKSTORE
4" V
MECH
4" V
4" V
S1
R
BALANCING VALVE
ASSEMBLY (TYP)
SEE DETAIL 8/P-501
S1
I.6
S2
C-601
4" ERL
Q
4"UP TO RD
4"DSN
P
TRPL SUITE (MIR)
603
4" V
O
N
KEY PLAN
A
1
P-113
PLUMBING PLAN - 6TH FLOOR - AREA A
SCALE: 1/8" = 1'-0"
B
REVISION
NO.
DESCRIPTION
DATE
PLUMBING UNIT PLAN LEGEND
A
STAFF APARTMENT - REFER TO.......
3/P-401
B
DOUBLE SUITE - REFER TO ....
3/P-403
C
GRAD SUITE - REFER TO .....
6/P-401
D
RA SUITE (ZONE B) - REFER TO .....
3/P-402
E
RA SUITE (ZONE A) - REFER TO ......
6/P-402
12/14/2015 4:09:55 PM
PLOT DATE:
TEMPLATE VERSION: 2.6.8.20141012
AHA PROJECT NUMBER
F
TRIPLE SUITE - REFER TO........
6/P-403
G1215-004.00
DATE
G
QUAD SUITE - REFER TO........
3/P-404
03 DECEMBER 2015
ISSUE
H
QUAD SUITE A - REFER TO........
6/P-404
I
QUAD SUITE B - REFER TO........
3/P-405
J
QUAD SUITE C - REFER TO........
6/P-405
K
QUAD SUITE D - REFER TO........
3/P-406
REVISED
15 DECEMBER 2015
CONSTRUCTION
DOCUMENTS
SHEET TITLE
PLUMBING PLAN 6TH FLOOR - AREA
A
SHEET NO.
P-113
ARCHITECT
HKS, INC.
TWO LIVE OAK CENTER
3445 PEACHTREE ROAD, NE, SUITE 675
ATLANTA, GA 30326
ASSOCIATE ARCHITECT
MURRAY AND ASSOCIATES ARCHITECTS
1600 NORTH SECOND STREET
HARRISBURG, PA 17102-2499
MEP ENGINEER
AHA CONSULTING ENGINEERS
1801 OLD ALABAMA RD, SUITE 125
ROSWELL, GA 30076
SITE/CIVIL ENGINEER
DERCK & EDSON ASSOCIATES
33 SOUTH BROAD STREET
LITITZ, PA 17543
17
L
16
M 15
14
13
12.8
11
10
9
GEOTECHNICAL ENGINEER
CMT LABORATORIES, INC.
TRPL SUITE
2701 CAROLEAN INDUSTRIAL DRIVE
STAE COLLEGE, PA 16801
602
CORRIDOR
F
4" V
JK
STRUCTURAL ENGINEER
C-601
MATCHLINE: 1/ P-113
WBCM
S1
4"DSN
4"UP TO ERD
P
O
N
TRPL SUITE (MIR)
?
I
4"DSN
W6
S6
W3
S1
4" ERL
4" ERL
G
4" ERL
4" V
4"RL DN
(1830 sf)
W7
4"DSN
4"UP TO RD
4" V
W3
4" V
S7
F.3
4"UP TO ERD
F
BALANCING VALVE ASSEMBLY (TYP)
SEE DETAIL 8/P-501
4"RL DN
(500 sf)
4"DSN
4"UP TO RD
-
3/4" HWR
LAUNDRY
606
IDF
608
611
3/4" HWR
ELEC
3/4" HWR
W5
604
4" V
DBL SUITE - CW
TRPL SUITE (MIR)
- CW
QUAD SUITE - CW
DBL SUITE - CW
613
615
617
619
B
F
G
B
621
I
S1
S1
S1
S1
S1
S1
S2
W3
4" ERL
MECH
1" HWR
4" RL
4"UP TO ERD
4"UP TO RD
4" V
TRSH/ REC
605
LOUNGE
E
4"RL DN
(2480 sf)
1 1/2" HWR
-
W3
4"UP TO RD
1 1/2" HWR
4" V
1 1/4" HWR
1 1/4" HWR
6" RL
4"UP TO ERD
1" HWR
3/4" HWR
3/4" HWR
3/4" HWR
C-602
4"UP TO ERD
1 1/4" HWR
B
4" VTR
4" VTR
4" V
W3
W3
6"RL DN
(3400 sf)
W3
4" ERL
6"DSN
6" ERL
4" V
4"UP TO ERD
610
C
4"UP TO RD
CORRIDOR
6" RL
C.2
W3
4" V
4"UP TO RD
3/4" HWR
4" V
QUAD SUITE C
6"RL DN
(2900 sf)
4" VTR
3/4" HWR
3/4" HWR
4"RL DN
(1800 sf)
W3
4" V
4" V
W3
S1
W3
4" V
W3
1 1/2" HWR
609
E
D
QUAD SUITE B
RA SUITE
3/4"CW UP
TO NFRH
S1
MECH
MATCHLINE: 1/ P-113
4" VTR
F
I
H.2
H
4" V
603
?
MECHANICSBURG, PA 17050
4"UP TO RD
4" ERL
4" V
I.6
100 STERLING PARKWAY, SUITE 108
Q
S1
4" V
W3
4" V
W3
S2
A.5
J
S1
S1
S1
S1
S1
TRPL SUITE (MIR)
DBL SUITE
DBL SUITE
612
614
F
B
4"DSN
8
S2
S2
S2
QUAD SUITE
DBL SUITE (MIR)
616
618
620
B
G
B
6" ERL
STAIR 03
S-603
A
6"DSN
7
6
5.3
STANDPIPE "C"
W/ 2-1/2"FDV
SEE DETAIL 1/P-501
5
4
3
2
1
4.4
1
P-114
BLOOMSBURG UNIVERSITY
RESIDENCE HALL
& BOOKSTORE
18
KEY PLAN
PLUMBING PLAN - 6TH FLOOR - AREA B
A
SCALE: 1/8" = 1'-0"
B
REVISION
NO.
DESCRIPTION
DATE
PLUMBING UNIT PLAN LEGEND
A
STAFF APARTMENT - REFER TO.......
3/P-401
B
DOUBLE SUITE - REFER TO ....
3/P-403
C
GRAD SUITE - REFER TO .....
6/P-401
D
RA SUITE (ZONE B) - REFER TO .....
3/P-402
E
RA SUITE (ZONE A) - REFER TO ......
6/P-402
12/14/2015 4:10:11 PM
PLOT DATE:
TEMPLATE VERSION: 2.6.8.20141012
AHA PROJECT NUMBER
F
TRIPLE SUITE - REFER TO........
6/P-403
G1215-004.00
DATE
G
QUAD SUITE - REFER TO........
3/P-404
03 DECEMBER 2015
ISSUE
H
QUAD SUITE A - REFER TO........
6/P-404
I
QUAD SUITE B - REFER TO........
3/P-405
J
QUAD SUITE C - REFER TO........
6/P-405
K
QUAD SUITE D - REFER TO........
3/P-406
REVISED
15 DECEMBER 2015
CONSTRUCTION
DOCUMENTS
SHEET TITLE
PLUMBING PLAN 6TH FLOOR - AREA
B
SHEET NO.
P-114
9
11
19
18
17.4
17
16
1514.8
1312.8
14.1
14
10
12
ARCHITECT
HKS, INC.
TWO LIVE OAK CENTER
3445 PEACHTREE ROAD, NE, SUITE 675
ATLANTA, GA 30326
ASSOCIATE ARCHITECT
MURRAY AND ASSOCIATES ARCHITECTS
1600 NORTH SECOND STREET
HARRISBURG, PA 17102-2499
MEP ENGINEER
AHA CONSULTING ENGINEERS
1801 OLD ALABAMA RD, SUITE 125
ROSWELL, GA 30076
SITE/CIVIL ENGINEER
DERCK & EDSON ASSOCIATES
33 SOUTH BROAD STREET
LITITZ, PA 17543
GEOTECHNICAL ENGINEER
CMT LABORATORIES, INC.
2701 CAROLEAN INDUSTRIAL DRIVE
STAE COLLEGE, PA 16801
4"RD-B
(1720 sf)
STRUCTURAL ENGINEER
WBCM
100 STERLING PARKWAY, SUITE 108
4"RD-A
(1720 sf)
MECHANICSBURG, PA 17050
4"RD-B
(3147 sf)
4"RD-A
(3147 sf)
BLOOMSBURG UNIVERSITY
RESIDENCE HALL
& BOOKSTORE
4"VTR
4"VTR
4"RD-A
(2236 sf)
Z
4"VTR
4"RD-B
(2236 sf)
NFRH
Y.5
4"RD-B
(3718 sf)
20.8
21
Y
X.5
X.3
X
4"RD-A
(3718 sf)
21.5
4"VTR
22
W
23
V.8
U.3
4"VTR
V.7
U
M
23.6
T.5
24
T
V
L
S
4"RD-B
(500 sf)
JK
MATCHLINE: 1/ P-116
R
4"RD-A
(500 sf)
Q
I.6
P
O
N
KEY PLAN
MATCHLINE: 1/ P-116
A
1
P-115
PLUMBING PLAN - ROOF - AREA A
SCALE: 1/8" = 1'-0"
B
REVISION
NO.
DESCRIPTION
DATE
AHA PROJECT NUMBER
12/14/2015 4:10:24 PM
PLOT DATE:
TEMPLATE VERSION: 2.6.8.20141012
G1215-004.00
DATE
03 DECEMBER 2015
ISSUE
CONSTRUCTION
DOCUMENTS
SHEET TITLE
PLUMBING PLAN ROOF - AREA A
REVISED
15 DECEMBER 2015
SHEET NO.
P-115
ARCHITECT
HKS, INC.
TWO LIVE OAK CENTER
3445 PEACHTREE ROAD, NE, SUITE 675
ATLANTA, GA 30326
ASSOCIATE ARCHITECT
MURRAY AND ASSOCIATES ARCHITECTS
1600 NORTH SECOND STREET
HARRISBURG, PA 17102-2499
MEP ENGINEER
AHA CONSULTING ENGINEERS
1801 OLD ALABAMA RD, SUITE 125
ROSWELL, GA 30076
SITE/CIVIL ENGINEER
DERCK & EDSON ASSOCIATES
33 SOUTH BROAD STREET
LITITZ, PA 17543
18
17
L
16
M 15
14
13
12.8
11
10
9
GEOTECHNICAL ENGINEER
CMT LABORATORIES, INC.
2701 CAROLEAN INDUSTRIAL DRIVE
STAE COLLEGE, PA 16801
4"RD-B
(500 sf)
MATCHLINE: 1/ P-115
STRUCTURAL ENGINEER
WBCM
JK
4"RD-A
(500 sf)
100 STERLING PARKWAY, SUITE 108
Q
MECHANICSBURG, PA 17050
P
O
N
I
4"VTR
H.2
H
MATCHLINE: 1/ P-115
4"RD-B
(500 sf)
4"RD-A
(500 sf)
G
NFRH
4"RD-A
(1830 sf)
4"RD-B
(1830 sf)
F.3
F
4"RD-A
(1800 sf)
4"VTR
C.2
4"RD-B
(1800 sf)
4"RD-A
(2480 sf)
4"RD-A
(3400 sf)
4"RD-A
(2900 sf)
4"RD-B
(2480 sf)
4"RD-B
(3400 sf)
4"RD-B
(2900 sf)
B
4"VTR
4"VTR
BLOOMSBURG UNIVERSITY
RESIDENCE HALL
& BOOKSTORE
I.6
A
8
7
6
5.3
5
4
3
2
1
4.4
1
P-116
KEY PLAN
PLUMBING PLAN - ROOF - AREA B
A
SCALE: 1/8" = 1'-0"
B
REVISION
NO.
DESCRIPTION
DATE
AHA PROJECT NUMBER
12/14/2015 4:10:36 PM
PLOT DATE:
TEMPLATE VERSION: 2.6.8.20141012
G1215-004.00
DATE
03 DECEMBER 2015
ISSUE
CONSTRUCTION
DOCUMENTS
SHEET TITLE
PLUMBING PLAN ROOF - AREA B
REVISED
15 DECEMBER 2015
SHEET NO.
P-116
4
4.4
5
5.3
ARCHITECT
HKS, INC.
TWO LIVE OAK CENTER
1/2" CW
1/2" HW
3445 PEACHTREE ROAD, NE, SUITE 675
A
1/2" CW
CW RISER
ATLANTA, GA 30326
2" V
ASSOCIATE ARCHITECT
HW RISER
MURRAY AND ASSOCIATES ARCHITECTS
2" V
1/2" HW
1/2" CW
1600 NORTH SECOND STREET
3/4" HW
3/4" CW
1/2" HW
HARRISBURG, PA 17102-2499
MEP ENGINEER
T cto
ie g
n
ri h
y
p
o
C
7
0
t2
A.3
1/2" CW
AHA CONSULTING ENGINEERS
1/2" CW
KS1
2" S
3/4" CW
3/4" HW
1/2" HW
1/2" CW
IM1
KS1
1801 OLD ALABAMA RD, SUITE 125
2" V
CONNECT TO
3"VENT RISER
1/2" HW
1/2" CW
3"VENT RISER
1/2" HW
1/2" CW
3" HD
1/2" HW
LITITZ, PA 17543
L2
1/2" CW
WB1
2" S
CW RISER
33 SOUTH BROAD STREET
1/2" CW
1/2" HW
1/2"CW DN
2"W & V
1/2" CW
HW RISER
1/2"H &
CW DN
2" V
2" SANITARY
IN WALL
1/2" CW
SITE/CIVIL ENGINEER
DERCK & EDSON ASSOCIATES
2" V
WB1
ROSWELL, GA 30076
4"SAN RISER
1/2" CW
1/2" HW
KS1
2"W & V
2701 CAROLEAN INDUSTRIAL DRIVE
2" V
2" V
BT1
BT1
3/4" HW
1/2" CW
3" HD
2" S
1/2"H &
CW DN
2" V
STRUCTURAL ENGINEER
WBCM
WC2
1/2" HW
CMT LABORATORIES, INC.
STAE COLLEGE, PA 16801
2" V
WC2
GEOTECHNICAL ENGINEER
1/2" HW
100 STERLING PARKWAY, SUITE 108
BT1
1/2" CW
2"BATHTUB DRAIN
MECHANICSBURG, PA 17050
WB1
L2
B
L2
IM1
WC2
HW RISER
CONNECT TO
4" SANITARY RISER
2" S
3/4" CW
1/2"CW DN
CW RISER
1
P-401
WATER RISER - STAFF APARTMENT
SANITARY RISER - STAFF APARTMENT
2
SCALE: N.T.S.
P-401
3
SCALE: N.T.S.
P-401
PLUMBING PLAN - STAFF APARTMENT
SCALE: 1/4" = 1'-0"
17
16
15
CW RISER
1/2" CW
3"VENT RISER
HW RISER
2" V
3/4" CW
3/4" CW
1/2" CW
U
3/4" HW
1/2" CW
1/2" HW
1/2" HW
2" V
1/2" CW
1/2" CW
2" V
2" V
1/2" CW
T.5
1/2" CW
4"SAN RISER
1/2" HW
1/2" CW
2"W & V
1/2" CW
WC1
L1
1/2" HW
1/2"H & CW DN
2" S
WC1
2" V
SH1
3" S
SH1
2"W & V
L1
1/2" CW
3" S
1/2" CW
KS1
2" V
1/2" HW
2" S
KS1
WC1
2"SHOWER DRAIN
1/2"H & CW DN
KS1
1/2"CW DN
L1
BLOOMSBURG UNIVERSITY
RESIDENCE HALL
& BOOKSTORE
NOTE:
1/2"H & CW DN
3" HUB DRAIN WITH TRAP GUARD IN MECHANICAL CLOSET OCCURS IN BOTTOM LEVEL ONLY.
COORDINATE EXACT LOCATION WITH 2"W
EQUIPMENT.
REFER TO DETAIL 3/P-502.
&V
3/4" HW
CW RISER
4"SAN RISER
3/4" CW
HW RISER
3" HD
EXTEND 2"WASTE DN
TO BELOW FLOOR
IM1
1/2"CW DN
IM1
1/2"H &
CW DN
1/2" CW
3" HD
SH1
S
CW RISER
HW RISER
3"VENT RISER
NOTE:
3" HUB DRAIN WITH TRAP GUARD IN MECHANICAL CLOSET OCCURS IN BOTTOM LEVEL ONLY.
COORDINATE EXACT LOCATION WITH EQUIPMENT. REFER TO DETAIL 3/P-502.
4
P-401
WATER RISER - GRAD SUITE
SCALE: N.T.S.
5
P-401
SANITARY RISER - GRAD SUITE
SCALE: N.T.S.
6
P-401
PLUMBING PLAN - GRAD SUITE
KEY PLAN
SCALE: 1/4" = 1'-0"
A
B
REVISION
NO.
DESCRIPTION
DATE
AHA PROJECT NUMBER
12/14/2015 4:20:55 PM
PLOT DATE:
TEMPLATE VERSION: 2.6.8.20141012
G1215-004.00
DATE
03 DECEMBER 2015
ISSUE
CONSTRUCTION
DOCUMENTS
SHEET TITLE
PLUMBING ENLARGED PLANS
REVISED
15 DECEMBER 2015
SHEET NO.
P-401
L
12.8
11
CW RISER
ARCHITECT
4"SAN RISER
1/2" HW
HKS, INC.
TWO LIVE OAK CENTER
HW RISER
3"VENT RISER
1/2" CW
3445 PEACHTREE ROAD, NE, SUITE 675
ATLANTA, GA 30326
ASSOCIATE ARCHITECT
1/2" CW
2" V
MURRAY AND ASSOCIATES ARCHITECTS
1600 NORTH SECOND STREET
3/4" HW
1/2" HW
2" V
1/2" CW
3/4" CW
D
K
J
HARRISBURG, PA 17102-2499
MEP ENGINEER
AHA CONSULTING ENGINEERS
1801 OLD ALABAMA RD, SUITE 125
ROSWELL, GA 30076
1/2" CW
L1
1/2" HW
SITE/CIVIL ENGINEER
1/2" CW
DERCK & EDSON ASSOCIATES
2" S
L1
3" S
33 SOUTH BROAD STREET
2"W & V
1/2" CW
1/2"H & CW DN
3"VENT RISER
GEOTECHNICAL ENGINEER
CMT LABORATORIES, INC.
2"SHOWER DRAIN
WC1
3" S
2701 CAROLEAN INDUSTRIAL DRIVE
WC1
STAE COLLEGE, PA 16801
3" S
3" HD
LITITZ, PA 17543
2" S
SH2
SH2
1/2"CW DN
L1
WBCM
WC1
1/2" HW
3"VENT RISER
STRUCTURAL ENGINEER
100 STERLING PARKWAY, SUITE 108
HW RISER
2" S
3" S
MECHANICSBURG, PA 17050
CW RISER
C.2
2" S
4"SAN RISER
4"SAN RISER
SH2
1/2"H & CW DN
CW RISER
C
3/4" CW
3/4" HW
HW RISER
NOTE:
3" HUB DRAIN WITH TRAP GUARD IN MECHANICAL CLOSET OCCURS IN BOTTOM LEVEL ONLY.
COORDINATE EXACT LOCATION WITH EQUIPMENT. REFER TO DETAIL 3/P-502.
7
1
P-402
WATER RISER - RA SUITE (ZONE B)
SCALE: N.T.S.
2
P-402
SANITARY RISER - RA SUITE (ZONE B)
3
SCALE: N.T.S.
P-402
PLUMBING PLAN - RA SUITE (ZONE B)
SCALE: 1/4" = 1'-0"
O
20.8
HW RISER
CW RISER
3/4" HW
1/2" HW
1/2" CW
V
1/2" HW
3" VENT RISER
3/4" CW
4"SAN RISER
1/2" HW
1/2" CW
18
1/2" CW
3"VENT RISER
1/2" HW
2"W & V
4"SAN RISER
SH1
2" V
1/2"H & CW DN
1/2"CW DN
SH1
1/2" CW
1/2" CW
2"SHOWER DRAIN
L1
L1
3" S
L1
WC1
3" HD
2" S
3/4" CW
3" S
2" S
WC1
1/2" HW
V.7
3" S
HW RISER
3" S
CW RISER
3" HD
2" S
WC1
2" S
V.8
CW RISER
1/2"H &
CW DN
3" S
BLOOMSBURG UNIVERSITY
RESIDENCE HALL
& BOOKSTORE
3" HD
HW RISER
SH1
W
KEY PLAN
2" S
3" S
NOTE:
3" HUB DRAIN WITH TRAP GUARD IN MECHANICAL CLOSET OCCURS IN BOTTOM LEVEL ONLY.
COORDINATE EXACT LOCATION WITH EQUIPMENT. REFER TO DETAIL 3/P-502.
4"SAN RISER
A
4
P-402
WATER RISER - RA SUITE (ZONE A)
SCALE: N.T.S.
5
P-402
SANITARY RISER - RA SUITE (ZONE A)
SCALE: N.T.S.
6
P-402
PLUMBING PLAN - RA SUITE (ZONE A)
B
SCALE: 1/4" = 1'-0"
REVISION
NO.
DESCRIPTION
DATE
AHA PROJECT NUMBER
12/14/2015 4:11:26 PM
PLOT DATE:
TEMPLATE VERSION: 2.6.8.20141012
G1215-004.00
DATE
03 DECEMBER 2015
ISSUE
CONSTRUCTION
DOCUMENTS
SHEET TITLE
PLUMBING ENLARGED PLANS
REVISED
15 DECEMBER 2015
SHEET NO.
P-402
5.3
6
ARCHITECT
HKS, INC.
TWO LIVE OAK CENTER
1/2" HW
3445 PEACHTREE ROAD, NE, SUITE 675
ATLANTA, GA 30326
3/4" CW
2" V
3"VENT RISER
2" V
A
ASSOCIATE ARCHITECT
MURRAY AND ASSOCIATES ARCHITECTS
1/2" CW
1600 NORTH SECOND STREET
HARRISBURG, PA 17102-2499
1/2" HW
4"SAN RISER
MEP ENGINEER
AHA CONSULTING ENGINEERS
1801 OLD ALABAMA RD, SUITE 125
ROSWELL, GA 30076
2" V
1/2" CW
SITE/CIVIL ENGINEER
1/2" CW
1/2" HW
SH1
SH1
DERCK & EDSON ASSOCIATES
4"SAN RISER
33 SOUTH BROAD STREET
3"VENT RISER
LITITZ, PA 17543
1/2"CW DN
2"SHOWER DRAIN
GEOTECHNICAL ENGINEER
CMT LABORATORIES, INC.
L1
3" HD
STAE COLLEGE, PA 16801
2" S
WC1
CW RISER
2701 CAROLEAN INDUSTRIAL DRIVE
L1
3" S
3" S
WC1
3" S 2" S
WC1
3" S
1/2" CW
STRUCTURAL ENGINEER
WBCM
2" S
2" S
100 STERLING PARKWAY, SUITE 108
HW RISER
MECHANICSBURG, PA 17050
CW RISER
L1
2" S
3" S
1/2"H & CW DN
SH1
3" S
B
1/2"H & CW DN
2" V
2"W & V
3/4" CW
1/2" HW
BLOOMSBURG UNIVERSITY
RESIDENCE HALL
& BOOKSTORE
HW RISER
NOTE:
3" HUB DRAIN WITH TRAP GUARD IN MECHANICAL CLOSET OCCURS IN BOTTOM LEVEL ONLY.
COORDINATE EXACT LOCATION WITH EQUIPMENT. REFER TO DETAIL 3/P-502.
WATER RISER - DOUBLE SUITE
1
P-403
2
SCALE: N.T.S.
P-403
SANITARY RISER - DOUBLE SUITE
PLUMBING PLAN - DOUBLE SUITE
3
SCALE: N.T.S.
P-403
SCALE: 1/4" = 1'-0"
CW RISER
1/2" HW
4"SAN RISER
HW RISER
3"VENT RISER
3/4" HW
1/2" CW
3/4" CW
O
P
3/4" HW
1/2" CW
2" V
1/2" HW
1/2" HW
3/4" CW
2" V
3/4" CW
2" V
1/2" CW
1/2"CW DN
1/2" HW
3"VENT RISER
4"SAN RISER
1/2" HW
1/2" CW
L1
1/2" CW
4"SAN RISER
3"VENT RISER
1/2" CW
3"VENT RISER
1/2"CW DN
L1
4"SAN RISER
2" S
3" S
3" HD
HW RISER
WC1
CW RISER
1/2" CW
SH1
L1
2" S
2" V
2" V
L1
WC1
WC1
1/2" CW
WC1
Q
SH1
1/2" CW
3/4" CW
2" S
2" S
2"SHOWER DRAIN
3" S
3" S
1/2"H & CW DN
R
3" S
L1
3"VENT RISER
1/2"H & CW DN
2" V
2" S
3/4" HW
L1
SH1
3/4" CW
1/2" HW
WC1
CW RISER
2"W & V
HW RISER
1/2" HW
3/4" CW
2" V
1/2"H & CW DN
2"W & V
NOTE:
3" HUB DRAIN WITH TRAP GUARD IN MECHANICAL CLOSET OCCURS IN BOTTOM LEVEL ONLY.
COORDINATE EXACT LOCATION WITH EQUIPMENT. REFER TO DETAIL 3/P-502.
3"VENT RISER
4"SAN RISER
WC1
KEY PLAN
2" S
14
14.1
15
16
A
4
P-403
WATER RISER - TRIPLE SUITE
SCALE: N.T.S.
5
P-403
SANITARY RISER - TRIPLE SUITE
SCALE: N.T.S.
4"SAN RISER
6
P-403
PLUMBING PLAN - TRIPLE SUITE
SCALE: 1/4" = 1'-0"
B
REVISION
NO.
DESCRIPTION
DATE
AHA PROJECT NUMBER
12/14/2015 4:11:43 PM
PLOT DATE:
TEMPLATE VERSION: 2.6.8.20141012
G1215-004.00
DATE
03 DECEMBER 2015
ISSUE
CONSTRUCTION
DOCUMENTS
SHEET TITLE
PLUMBING ENLARGED PLANS
REVISED
15 DECEMBER 2015
SHEET NO.
P-403
4"SAN RISER
3"VENT RISER
1/2" CW
1/2" CW
ARCHITECT
2" V
3/4" CW
HKS, INC.
D
3/4" CW
1/2" CW
3/4" HW
1/2" HW
1/2" HW
TWO LIVE OAK CENTER
3445 PEACHTREE ROAD, NE, SUITE 675
ATLANTA, GA 30326
ASSOCIATE ARCHITECT
MURRAY AND ASSOCIATES ARCHITECTS
1/2" CW
1600 NORTH SECOND STREET
2" V
HARRISBURG, PA 17102-2499
3/4" CW
SH1
4"SAN RISER
SH1
1/2" CW
WC1
1/2" HW
3/4" CW
3/4" HW
WC1
2"SHOWER DRAIN
3"VENT RISER
2" V
1/2" HW
L1
1/2" CW
CW RISER
HW RISER
3" S
DERCK & EDSON ASSOCIATES
2" V
33 SOUTH BROAD STREET
LITITZ, PA 17543
3" S
3" HD
2" V
3" S
2" S
1/2" CW
2"SHOWER DRAIN
SH1
SH1
WC1
2701 CAROLEAN INDUSTRIAL DRIVE
WC1
C.2
CW RISER
3" S
WC1
2" S
CMT LABORATORIES, INC.
2" S
3/4" CW
L1
3/4" CW
2" S
1/2"H & CW DN
1/2"H & CW DN
HW RISER
L1
WBCM
100 STERLING PARKWAY, SUITE 108
SH1
L1
MECHANICSBURG, PA 17050
3" S
2" S
STAE COLLEGE, PA 16801
STRUCTURAL ENGINEER
3/4" HW
SH1
GEOTECHNICAL ENGINEER
2" V
3/4" HW
3" S
WC1
1/2" CW
3" S
3/4" CW
3" S
L1
SITE/CIVIL ENGINEER
1/2"CW DN
3" HD
2" S
1/2" HW
1/2" CW
ROSWELL, GA 30076
1/2"CW DN
2" S
1/2" CW
1801 OLD ALABAMA RD, SUITE 125
4"SAN RISER
L1
1/2" HW
AHA CONSULTING ENGINEERS
3"VENT RISER
3"VENT RISER
4"SAN RISER
MEP ENGINEER
C
2" S
1/2" HW
1/2"H & CW DN
2"W & V
2" V
1/2" HW
3/4" CW
1/2"H & CW DN
2"W & V
5
1
P-404
WATER RISER - QUAD SUITE
2
SCALE: N.T.S.
P-404
SANITARY RISER - QUAD SUITE
3
SCALE: N.T.S.
P-404
4.4
4
PLUMBING PLAN - QUAD SUITE
SCALE: 1/4" = 1'-0"
HW RISER
CW RISER
3/4" CW
3/4" CW
D
3"VENT RISER
2" V
3/4" CW
2" V
3/4" CW
3/4" HW
1/2" HW
1/2" HW
2" V
1/2" HW
1/2" CW
1/2" CW
CONNECT TO
3"VENT RISER
1/2" CW
1/2" HW
1/2" CW
4"SAN RISER
L1
1/2" HW
3" S
L1
SH1
L1
1/2"CW DN
WC1
1/2" CW
L1
1/2" CW
SH1
3" S
1/2"H & CW DN
2" S
CW RISER
WC1
HW RISER
3" HD
SH1
3" S
SH1
WC1
WC1
2" S ROUTED
IN WALL
CW RISER
3/4" CW
3" HD
3/4" HW
L1
C.2
4"SAN RISER
L1
3" S
WC1
WC1
3/4" HW
HW RISER
3" S
SH1
C
SH1
2" S
3" S
1/2"H & CW DN
(TYP @ EACH L1)
3" S
BLOOMSBURG UNIVERSITY
RESIDENCE HALL
& BOOKSTORE
NOTE:
3" HUB DRAIN WITH TRAP GUARD IN MECHANICAL CLOSET OCCURS IN BOTTOM LEVEL ONLY.
COORDINATE EXACT LOCATION WITH EQUIPMENT. REFER TO DETAIL 3/P-502.
2"W & V
1/2"CW DN
2" V
3/4" CW
1/2" HW
2"SHOWER DRAIN
NOTE:
3" HUB DRAIN WITH TRAP GUARD IN MECHANICAL CLOSET OCCURS IN BOTTOM LEVEL ONLY.
COORDINATE EXACT LOCATION WITH EQUIPMENT. REFER TO DETAIL 3/P-502.
2" S
5
4.4
4
KEY PLAN
4
P-404
WATER RISER - QUAD SUITE A
SCALE: N.T.S.
5
P-404
SANITARY RISER - QUAD SUITE A
SCALE: N.T.S.
6
P-404
PLUMBING PLAN - QUAD SUITE A
SCALE: 1/4" = 1'-0"
A
B
REVISION
NO.
DESCRIPTION
DATE
AHA PROJECT NUMBER
12/14/2015 4:21:09 PM
PLOT DATE:
TEMPLATE VERSION: 2.6.8.20141012
G1215-004.00
DATE
03 DECEMBER 2015
ISSUE
CONSTRUCTION
DOCUMENTS
SHEET TITLE
PLUMBING ENLARGED PLANS
REVISED
15 DECEMBER 2015
SHEET NO.
P-404
C.2
E
3/4" HW
3/4" CW
C
A.5
D
B
A
CONNECT TO
4"SAN RISER
3/4" CW
1
3"VENT RISER
1/2" CW
ARCHITECT
HKS, INC.
2" V
3/4" CW
TWO LIVE OAK CENTER
3445 PEACHTREE ROAD, NE, SUITE 675
2" V
3/4" HW
ASSOCIATE ARCHITECT
2" V
1/2" CW
3/4" CW
1/2" CW
ATLANTA, GA 30326
MURRAY AND ASSOCIATES ARCHITECTS
1600 NORTH SECOND STREET
1/2" HW
1/2" HW
1/2" HW
4"SAN RISER
3"VENT RISER
1/2" CW
HARRISBURG, PA 17102-2499
MEP ENGINEER
1/2" HW
L1
AHA CONSULTING ENGINEERS
1/2" CW
1801 OLD ALABAMA RD, SUITE 125
1/2" CW
L1
L1
1/2" CW
ROSWELL, GA 30076
3" HD
SH1
3" S
L1
HW RISER
SH1
CW RISER
SITE/CIVIL ENGINEER
WC1
1/2"H & CW DN
1/2" HW
DERCK & EDSON ASSOCIATES
2" V
33 SOUTH BROAD STREET
WC1
2" S
3" S
SH1
3" S
3" S
LITITZ, PA 17543
1/2"CW DN
3" S
GEOTECHNICAL ENGINEER
SH1
2" S ROUTED
IN WALL
WC1
2" S
L1
3" S
CMT LABORATORIES, INC.
3/4" CW 3/4" HW
WC1
WC1
3" S
3" S
2701 CAROLEAN INDUSTRIAL DRIVE
3/4" CW
L1
WC1
SH1
3/4" HW
STAE COLLEGE, PA 16801
SH1
2
2" S
3" HD
3" S
2"SHOWER DRAIN
3" S
CW RISER
2" S
HW RISER
2"W & V
2" V
1/2" HW
1/2"CW DN
3/4" CW
1/2"H & CW DN
(TYP @ EACH L1)
STRUCTURAL ENGINEER
WBCM
100 STERLING PARKWAY, SUITE 108
MECHANICSBURG, PA 17050
1/2"H & CW DN
2" V
NOTE:
3" HUB DRAIN WITH TRAP GUARD IN MECHANICAL CLOSET OCCURS IN BOTTOM LEVEL ONLY.
COORDINATE EXACT LOCATION WITH EQUIPMENT. REFER TO DETAIL 3/P-502.
8
P-405
WATER RISER - QUAD SUITE B
2
SCALE: N.T.S.
P-405
SANITARY RISER - QUAD SUITE B
3
SCALE: N.T.S.
P-405
PLUMBING PLAN - QUAD SUITE B
SCALE: 1/4" = 1'-0"
8
A
CW RISER
3/4" CW
1/2" CW
HW RISER
3"VENT RISER
1/2" HW
4"SAN RISER
2" V
3"VENT RISER
2"W & V
4"SAN RISER
1/2"H &
CW DN
1/2" HW
3/4" CW
1/2" HW
3" S
2" S
2" V
1/2" CW
1/2"CW DN
2" V
SH1
1/2" HW
1/2" CW
WC1
L1
SH1
1/2" CW
3/4" HW
3/4" CW
2"SHOWER
DRAIN
1/2" HW
WC1
2" S
L1
1/2" HW
1/2" CW
3/4" CW
WC1
3" S
L1
2" S
2" S
1/2"H & CW DN
3" S
3"VENT RISER
2" S
1/2" HW
3" S
HW RISER
CW RISER
1/2" CW
3" S
F
SH1
B
3" HD
1/2" CW
3/4" CW
1/2" HW
3/4" HW
4"SAN RISER
3/4" CW
4"SAN RISER
3"VENT RISER
SH1
1/2" HW
1/2" HW
SH1
2" V
3"HD
1/2" CW
3" S
CW RISER
C
L1
2" S
HW RISER
L1
WC1
3" S
2" S
1/2" CW
2" V
2" S
WC1
2"W & V
C.2
WC1
KEY PLAN
3" S
1/2" HW
11
13
G
I
NOTE:
3" HUB DRAIN WITH TRAP GUARD IN MECHANICAL CLOSET OCCURS IN BOTTOM LEVEL ONLY.
COORDINATE EXACT LOCATION WITH EQUIPMENT. REFER TO DETAIL 3/P-502.
P-405
SCALE: N.T.S.
5
P-405
SANITARY RISER - QUAD SUITE C
SCALE: N.T.S.
1/2"H & CW DN
2" V
4"SAN RISER
WATER RISER - QUAD SUITE C
1/2" CW
2" V
2" S
SH1
1/2"H & CW DN
2" S
2" S
F.3
1/2"CW DN
3" S
2"SHOWER DRAIN
L1
4
BLOOMSBURG UNIVERSITY
RESIDENCE HALL
& BOOKSTORE
3
6
P-405
14
A
H
PLUMBING PLAN - QUAD 12.8
SUITE C
B
SCALE: 1/4" = 1'-0"
REVISION
NO.
DESCRIPTION
DATE
AHA PROJECT NUMBER
12/14/2015 4:12:30 PM
PLOT DATE:
TEMPLATE VERSION: 2.6.8.20141012
G1215-004.00
DATE
03 DECEMBER 2015
ISSUE
CONSTRUCTION
DOCUMENTS
SHEET TITLE
PLUMBING ENLARGED PLANS
REVISED
15 DECEMBER 2015
SHEET NO.
P-405
3"VENT RISER
4"SAN RISER
1/2" CW
ARCHITECT
2" V
1/2" HW
HKS, INC.
3/4" CW
1/2" CW
Z
3/4" HW
TWO LIVE OAK CENTER
3445 PEACHTREE ROAD, NE, SUITE 675
1/2" HW
ATLANTA, GA 30326
ASSOCIATE ARCHITECT
3/4" CW
MURRAY AND ASSOCIATES ARCHITECTS
3/4" HW
1600 NORTH SECOND STREET
19
3/4" CW
1/2" HW
3/4" HW
1/2" CW
3/4" CW
SH1
1/2" CW
2" V
HARRISBURG, PA 17102-2499
MEP ENGINEER
3/4" HW
AHA CONSULTING ENGINEERS
3/4" CW
1801 OLD ALABAMA RD, SUITE 125
ROSWELL, GA 30076
WC1
WC1
Y.5
SH1
SH1
3" S
4"SAN RISER
SH1
SITE/CIVIL ENGINEER
DERCK & EDSON ASSOCIATES
3"VENT RISER
33 SOUTH BROAD STREET
1/2" CW
3" S
1/2"CW DN
3" S
3" S
1/2" HW
2" V
1/2" CW
3" S
1/2"H & CW DN
2" S
GEOTECHNICAL ENGINEER
3/4" CW
CMT LABORATORIES, INC.
3" S
2701 CAROLEAN INDUSTRIAL DRIVE
2" V
2" S
3" S
Y
WC1
L1
1/2" CW
STAE COLLEGE, PA 16801
2" S
3" S
L1
WC1
X.51/2"H & CW DN
2"SHOWER DRAIN
L1
3" S
1/2"CW DN
3" S
STRUCTURAL ENGINEER
CW RISER
L1
WBCM
HW RISER
100 STERLING PARKWAY, SUITE 108
MECHANICSBURG, PA 17050
L1
L1
1/2" HW
3" S
3" S
SH1
X
WC1
SH1
3/4" CW
1/2" HW
2" S
U
2"W & V
2" V
3/4" HW
HW RISER
CW RISER
1/2"H & CW DN
(TYP @ EACH L1)
NOTE:
3" HUB DRAIN WITH TRAP GUARD IN MECHANICAL CLOSET OCCURS IN BOTTOM LEVEL ONLY.
COORDINATE EXACT LOCATION WITH EQUIPMENT. REFER TO DETAIL 3/P-502.
2" S
3" HD
22
1
P-406
WATER RISER - QUAD SUITE D
2
SCALE: N.T.S.
P-406
SANITARY RISER - QUAD SUITE D
21
R20 19.9
20.8
S
T.5
PLUMBING PLAN - QUAD SUITE D
3
SCALE: N.T.S.
21.5
P-406
SCALE: 1/4" = 1'-0"
4"SAN, SEE FLOOR
PLAN FOR CONTINUATION
2"V, SEE FLOOR
PLAN FOR CONTINUATION
12
11
2" V
SEE FLOOR PLAN
FOR CONTINUATION
4" S
2" V
3/4" HW
2" V
1 1/4" CW
2" V
T.5
2" V
2" V
1/2" HW
1 1/4" CW
WC4
4" S
1 1/4" CW
1/2" CW
10
2"V DN
L5
SA"A"
WC4
L5
2"VENT UP TO VENT
RISER ON FLOOR ABOVE
L5
2" S
3" S
3" FD-A WITH TRAP GUARD
3" S
2"W & V STACK
1-1/4"CW & 1/2"HW, SEE FLOOR
PLAN FOR CONTINUATION
WC4
T
1-1/4"CW DN
4"SAN UP TO SAN
RISER ON FLOOR ABOVE
1" CW
BLOOMSBURG UNIVERSITY
RESIDENCE HALL
& BOOKSTORE
1/2" CW
LITITZ, PA 17543
WC1
4"SAN DN TO
FLOOR BELOW
S
4"SAN, SEE FLOOR
PLAN FOR CONTINUATION
KEY PLAN
6
P-406
WATER RISER - FIRST FLOOR TOILET #112
5
SCALE: N.T.S.
P-406
SANITARY RISER - FIRST FLOOR TOILET #112
SCALE: N.T.S.
4
P-406
PLUMBING PLAN - 1ST FLOOR TOILET ROOM #112
A
SCALE: 1/4" = 1'-0"
13
SEE FLOOR PLAN
FOR CONTINUATION
B
REVISION
NO.
DESCRIPTION
1" CW
DATE
1/2" HW
1/2"H & CW DN
2" V
1 1/4" CW
3" FD-A WITH
TRAP GUARD
1" CW
1/2" HW
WC4
SEE FLOOR PLAN
FOR CONTINUATION
1/2" HW
1/2" CW
2"W & V STACK
3"S, SEE FLOOR PLAN
FOR CONTINUATION
2" S
2" V
4"S, SEE FLOOR PLAN
FOR CONTINUATION
2" V
2" V
WC4
1"CW DN
SA"A"
2" S
R
L5
TEMPLATE VERSION: 2.6.8.20141012
12/14/2015 4:12:58 PM
S
4"SAN DN
EXTEND AND CONNECT TO
HOT & COLD WATER PIPING
A/C, SEE FLOOR PLAN
SA"A"
L5
2" V
1" CW
2" V
PLOT DATE:
1 1/4" CW
AHA PROJECT NUMBER
G1215-004.00
2"V, SEE FLOOR PLAN
FOR CONTINUATION
L5
DATE
03 DECEMBER 2015
2"V DN
2" S
WC4
Q
3" S
4" S
ISSUE
CONSTRUCTION
DOCUMENTS
4" S
SHEET TITLE
3" S
9
P-406
WATER RISER - 00 FLOOR TOILET #017
SCALE: N.T.S.
8
P-406
SANITARY RISER - 00 FLOOR TOILET #017
SCALE: N.T.S.
PLUMBING ENLARGED PLANS
3" FD-A WITH
TRAP GUARD
7
P-406
PLUMBING PLAN - 00 GROUND FLOOR - TOILET ROOM #017
SCALE: 1/4" = 1'-0"
REVISED
15 DECEMBER 2015
SHEET NO.
P-406
6" DOMESTIC WATER (RPZ) BACKFLOW PREVENTER,
8"FIRE SERVICE (DDCVA)BACKFLOW PREVENTER,
2 1/2" NPW (RPZ) BACKFLOW PREVENTER,
SUPPORTED FROM FLOOR WITH THE CENTER LINE
OF PIPE A MINIMUM OF 18" OFF OF WALL.
REFER TO P-702 & 11/P-501
ARCHITECT
16
SEE P-101 FOR
CONTINUATION
15
SEE DETAIL
9/P-501
SEE DETAIL
13/P-501
DWB
WH
1
1
4" CW
x.2
14.8
SEE DETAIL
13/P-501
x.4.1
14.114
SEE DETAIL
14/P-501
SEE DETAIL
14/P-501
WH
WH
WH
2
3
4
HKS, INC.
x.6
13
12
11
10
3445 PEACHTREE ROAD, NE, SUITE 675
ATLANTA, GA 30326
ASSOCIATE ARCHITECT
MURRAY AND ASSOCIATES ARCHITECTS
3/4"GAS B/G
FOR FIRE PIT
4" CW
TWO LIVE OAK CENTER
1600 NORTH SECOND STREET
9
HARRISBURG, PA 17102-2499
8"DN
6"DN
MEP ENGINEER
4" CW
AHA CONSULTING ENGINEERS
PRV ASSEMBLY
SEE P-702
1801 OLD ALABAMA RD, SUITE 125
ROSWELL, GA 30076
4"FD-B
6" CW
4"FD-B
8"DN
10"HD
DERCK & EDSON ASSOCIATES
REFER TO RISER DIAGRAMS
FOR CONTINUATION OF ALL
OF THIS PIPING.
140°
2 1/2" HW
1 1/4" HW
8" WS
33 SOUTH BROAD STREET
LITITZ, PA 17543
4" S
GEOTECHNICAL ENGINEER
4"FD-B
140°
FCO
BACKWATER VALVE,
SEE DEVICE SCHEDULE
SITE/CIVIL ENGINEER
4" CW
CMT LABORATORIES, INC.
4"FD-B
2701 CAROLEAN INDUSTRIAL DRIVE
3/4" HWR
FCO
4"FD-B
4"FD-B
STAE COLLEGE, PA 16801
6"W & 3"V
STRUCTURAL ENGINEER
2 1/2" HW
WBCM
6" S
6" S
100 STERLING PARKWAY, SUITE 108
6" S
MECHANICSBURG, PA 17050
6" S
SEE P-409 FOR
CONTINUATION
4"FD-B
1 1/2" HWR
1 1/2" HWR
3" V
3" CW
4"FD-B
6"FD-C
2 1/2" HW
1 1/2" HWR
2 1/2" HW
3" CW
BLOOMSBURG UNIVERSITY
RESIDENCE HALL
& BOOKSTORE
1 1/2" HWR
y.6.5
3/4" HWR
1 1/4" HW
2 1/2" HW
140°
140°
y.6
3"W DN
3" S
2"V UP
3" V
3/4" G
1" G
4"SAN DN
4"FD-B
4"FD-B
1" G
1" G
1 1/4" HW
3/4" HWR
SEE P-409 FOR
CONTINUATION
3"W UP
3" S
FCO
140°
1" G
4" S
4" S
140°
FIRE PUMP
CONTROL PANEL
3" CW
2 1/2" CW
2 1/2" HW
4" S
4" S
1" G
4"FD-B
3" V
1 1/2" HWR
8" WS
2 1/2" G
JOCKEY PUMP CONTROL PANEL
2" GAS DN
TO 24" A/F
1 1/2" HWR
2 1/2" HW
3" CW
6" S
2 1/2" G
6" WS
1/2"H & CW DN
1 1/2" HWR
FP
4"FD-B
1 1/2" HWR
3" S
1
4" WS
2"V DN
4" S
FCO
3/4" CW
1 1/4" CW
8" WS
3/4" HW
1 1/4" HW
EMSH
SEE DETAIL
6/P-701
4"W & 3"V
4"FD-B
DRY SPRINKLER VALVE
8" WS
FCO
6"RL DN (3194 sf)
W/ CO @ 18" AFF
4"FD-B
2" V
4" S
6"HUB DRAIN, SEE
DETAIL 4/P-501
1-1/4"H & CW DN TO
MIXING VALVE FOR EMERGENCY
SHOWER & EYEWASH
6"W & 3"V
4"FD-B
CO
6" RL
3" V
2-1/2" GAS
DN TO B/G
3" V
3"V UP
6" S
2" PD
NFWH-2
@ 18" A.F.F.
4" WS
6" S
S
1
P-407
6"RL DN (5391 sf)
W/ CO @ 18" AFF
SEE P-101 FOR
CONTINUATION
SEE P-101 FOR
CONTINUATION
6" RL (5391 sf)
6"RL UP (3194 sf)
(8585 sf) 8" RL
SEE P-101 FOR
CONTINUATION
T.5
U
U.3
KEY PLAN
PLUMBING PLAN - CENTRAL PLANT
A
SCALE: 1/4" = 1'-0"
B
REVISION
NO.
DESCRIPTION
DATE
AHA PROJECT NUMBER
12/14/2015 4:21:21 PM
PLOT DATE:
TEMPLATE VERSION: 2.6.8.20141012
G1215-004.00
DATE
03 DECEMBER 2015
ISSUE
CONSTRUCTION
DOCUMENTS
SHEET TITLE
PLUMBING ENLARGED PLANS
REVISED
15 DECEMBER 2015
SHEET NO.
P-407
REVISED
15 DECEMBER 2015
REVISED
15 DECEMBER 2015
2-1/2" HVAC MAKE-UP BACKFLOW
PRENVENTER DISCHARGE
FLOOR
3
COMBINATION STANDPIPE
WET PIPE SPRINKLER
RISER IN STAIR
2
5
4
TO SPRINKLER SYSTEM
5
OIL MINDER POWER CABLE, PROBE CABLE
AND HIGH LIQUID ALARM CABLE.
9
7
7
ELEVATOR MACHINE ROOM
ELEVATOR PIT
8
9
23 1/2"X23 1/2"
OPEN GRATING
WITH CUT OUT
FOR DISCHARGE
BY THE G.C.
2 1/2" FIRE DEPARTMENT VALVE (FDV)
W/ 1 1/2" REDUCER, CAP AND CHAIN
3" CAPPED HOSE
CONNECTION AND
ADAPTER
FLOOR
1600 NORTH SECOND STREET
STANDPIPE
(SIZE INDICATED ON DRAWINGS)
FINISHED FLOOR
AHA CONSULTING ENGINEERS
2"
FLOOR
ROSWELL, GA 30076
SITE/CIVIL ENGINEER
8
PUMPED DISCHARGE, SEE DWGS.
FOR SIZE & CONTINUATION
33 SOUTH BROAD STREET
LITITZ, PA 17543
6
9
DERCK & EDSON ASSOCIATES
FLOW
FLOW
4" SCHED 40PVC CONDUIT
WITH LONG RADIUS BENDS
1 1/4"
1
GEOTECHNICAL ENGINEER
10" RAIN LEADER B/F
OIL MINDER POWER CABLE, PROBE
CABLE, AND HIGH LIQUID ALARM CABLE,
LENGTHS AS REQUIRED, IN CONDUIT.
10
CMT LABORATORIES, INC.
2701 CAROLEAN INDUSTRIAL DRIVE
3
STAE COLLEGE, PA 16801
PUMP ON-OFF FLOAT
STRUCTURAL ENGINEER
2
WBCM
100 STERLING PARKWAY, SUITE 108
2
P-501
ELEVATOR SUMP PUMP PIPING DIAGRAM
SCALE: N.T.S.
RISER
5
CHECK VALVE
2
OS&Y VALVE W/SUPERVISORY SWITCH
6
INSPECTORS TEST VALVE
3
PRESSURE GAUGE W/SHUT-OFF VALVE
7
1" SIGHT GLASS
4
WATERFLOW SWITCH
8
UNION ORIFICE
9
AUXILARY DRAIN VALVE
SCALE: N.T.S.
HUB DRAIN FOR ELEVATOR SUMP PUMP DISCHARGE
FDC WALL PLATE
ALL BRONZE REDUCED PRESSURE
BACKFLOW PREVENTER ASSEMBLY
REFER TO DETAIL 12/P-501
2-1/2" NON-POTABLE
WATER, SEE MECH. DWGS
FOR CONTINUATION
FIRE DEPARTMENT
CONNECTION WITH
INLETS PARALLEL TO
THE SIDE WALK.
EMERGENCY
GENERATOR
GAS COCK (TYP)
UNION
6" CW TO SYSTEM
BALL DRIP
FINISHED FLOOR
FINISHED GRADE
OR SIDEWALK
FULL SIZE DIRT LEG
ALL BRONZE REDUCED PRESSURE
BACKFLOW PREVENTER ASSEMBLY
6" DOMESTIC WATER MAIN
BALL DRIP
DISCHARGE
THROUGH WALL
2-1/2"
EPOXY COATED OS&Y VALVE
SLEEVE
SUPPORT PROVIDED AND
INSTALLED BY THIS
CONTRACTOR, CONSULT
A STRUCTURAL
ENGINEER FOR EXACT
CONSTRUCTION
36" ABOVE
FINISHED FLOOR
FLOOR
NOTE:
NOTE:
THE GAS PRESSURE REGULATOR SHALL BE INSTALLED A MINIMUM OF 5' UPSTREAM OF THE EQUIPMENT GAS
CONNECTION POINT. SHOWN HERE FOR CLARITY ONLY.
FIRE DEPARTMENT AND FLOOR CONTROL VALVES
P-501
CONNECTION TO GAS FIRED EQUIP.
5
SCALE: N.T.S.
P-501
FINISHED FLOOR
INSTALL FIRE DEPARTMENT CONNECTION
36" ABOVE FINISHED GRADE
SCALE: N.T.S.
DRAIN TO CLEARWATER HUB DRAIN, SEE
DETAIL 3/P-501. SUPPORT ON WALL
NOTES:
1.
FURNISH TO OWNER ONE TEST KIT AND SPARE PARTS KIT.
THE PLUMBING CONTRACTOR SHALL ACT AS THE OWNERS AGENT IN SEEKING APPROVAL FROM ALL LOCAL
2.
AND STATE AUTHORITIES. THIS CONTRACTOR SHALL SUBMIT ALL PLANS, SPECS. AND APPLICATIONS
REQUIRED FOR APPROVAL AND PAY ALL FEES.
3.
SEE FLOOR PLANS FOR SIZES
4.
MAINTAIN 1'-6" CLEARANCE FROM WALL.
5.
TEST AND CERTIFY EACH INSTALLATION.
FIRE DEPARTMENT CONNECTION (FDC) WALL MOUNTED
6
P-501
SCALE: N.T.S.
7
P-501
DOMESTIC WATER BACKFLOW PREVENTER
SCALE: N.T.S.
DOUBLE DECTECTOR CHECK VALVE
ASSEMBLY (METERED BY-PASS NOT SHOWN)
NOTES:
DOMESTIC WATER
MAIN FROM STREET
PC SHALL PROVIDE (6) PRESSURE GUAGES, IN MAINTENENCE OFFICE,
WITH CONNECTIONS TO SUIT INSTALLED BALANCING VALVE ASSEMBLY.
FULL SIZE
VALVED BY-PASS
(NORMALLY CLOSED)
DUPLEX DOMESTIC WATER
BOOSTER PUMP PACKAGE
BALANCING VALVES SHALL BE SET TO FLOW 0.5 GPM UNLESS NOTED
OTHERWISE.
CHECK VALVE (TYP)
DOMESTIC WATER TO BLDG.
EPOXY COATED OS&Y VALVE
WITH SUPERVISORY SWITCH
THIS ASSEMBLY SHALL OCCUR ABOVE THE CEILING IN THE COORIDOR AT THE TOP
OF EACH HOT WATER RISER AT THE CIRULATION LOOP AS SHOWN ON 1/8" SCALE
FLOOR PLANS.
EPOXY COATED OS&Y VALVE
WITH SUPERVISORY SWITCH
8" FIRE SERVICE MAIN
8" TO SPRINKLER SYSTEM
FLOOR
CONCRETE INERTIA
PAD (BY GC)
THERMOMETER (TYP)
3/4" FROM HOT WATER RISER
SUPPORT PROVIDED AND
INSTALLED BY PLUMBING
CONTRACTOR, CONSULT
A STRUCTURAL
ENGINEER FOR EXACT
CONSTRUCTION
36" ABOVE
FINISHED FLOOR
3/4"HOSE END
DRAIN (TYP)
TO STANDPIPE
FLOOR
CHECK VALVE
3/4" TO CIRCULATION SYSTEM
8
P-501
SHUT-OFF VALVE (TYP)
BALANCING VALVE:
B&G CB-3/4LF W/ TEST PORTS
FOR PRESSURE GUAGES
BALANCING VALVE ASSEMBLY
9
SCALE: N.T.S.
DOMESTIC BOOSTER PUMP (DUPLEX)
P-501
FINISHED FLOOR
SUPERVISED
STANDPIPE
CONTROL VALVE
FULL SIZE FLEXIBLE
CONNECTORS (TYP)
BY PC
SEE PUMP SCHEDULE FOR PUMP CHARACTERISTICS
MECHANICSBURG, PA 17050
SCALE: N.T.S.
2-1/2" CW
PRESSURE REGULATOR (VENTLESS):
PIETRO FIORENTINI MODEL 30153-DC
INLET= 2psi / OUTLET = 15"W.C. (MAX. 20" W.C.)
4"
4
P-501
EXTERIOR WALL
TEE FITTING WITH TEST PLUG (TYP)
1
CLEARWATER HUB DRAIN FOR BFP DISCHARGE
3
P-501
ROUTE DRAINS TO
INDIRECT WASTE
RECEPTOR OR TO GRADE
1
HARRISBURG, PA 17102-2499
MEP ENGINEER
FINISHED FLOOR
UNION
24"X24"X24" SUMP BY GC
OIL CONTROL SYSTEM PROBE
CONFIRM EXACT
HEIGHT W/ FIRE
MARSHALL
5'
AFF (MAX)
NOTE: RISER
CLAMPS INSTALLED
AT ALL FLOORS
MURRAY AND ASSOCIATES ARCHITECTS
5
ANGLE IRON GRATING
SUPPORT ALL SIDES BY GC
C
L
ATLANTA, GA 30326
1801 OLD ALABAMA RD, SUITE 125
5
5
3445 PEACHTREE ROAD, NE, SUITE 675
ASSOCIATE ARCHITECT
WALL SUPPORT
POWER SUPPLY
PD
3" DRAIN RISER
TERMINATE PUMP
DISCHARGE INSIDE
STANDPIPE WITH AIR BREAK
10" STANDPIPE
ELECTRICAL
OUTLET NIPC
4
6
TWO LIVE OAK CENTER
WALL SUPPORT
GATE VALVE
SS
HKS, INC.
TERMINATE BFP DISCHARGES
INSIDE STANDPIPE WITH AIR BREAK
PROVIDE A MINIMUM OF 5 FEET EXTRA OF EACH
CABLE (SLACK) ROLLED AND CLAMPED TO THE
DISCHARGE PIPE TO ALLOW FOR THE REMOVAL
OF THE PUMP FROM THE PIT.
10
WATERTIGHT SLEEVE
ARCHITECT
HIGH LIQUID ALARM FLOAT WITH CLAMP DEVICE
TO MOUNT TO PUMP DISCHARGE PIPING.
8
OIL CONTROL SYSTEM WITH OPTIONAL BUILT IN AUDIBLE
AND VISUAL ALARM WHEN PUMP DOES NOT RUN DUE TO
OIL IN PIT OR HIGH LIQUID ALARM. PROVIDE SILENCING
BUTTON FOR AUDIBLE ALARM BUILT INTO PANEL. PANEL
SHALL HAVE ADDITIONAL CONTACT FOR A REMOTE
ALARM LOCATION.
10" x 12" INCREASER
BLOOMSBURG UNIVERSITY
RESIDENCE HALL
& BOOKSTORE
1
7
PUMP DISCHARGE
(SIZE INDICATED ON DRAWINGS)
6" DOMESTIC BACKFLOW
PREVENTER DISCHARGE
FDC
FIRE RATED
PROTECTION
PACKING
ALL BURIED PUMP PRESSURE DISCHARGE PIPING
SHALL BE PROTECTED WITH TAPECOAT CT
CORROSION PROTECTION TAPE.
BLEED HOLE 3/16
3 REFLUX CHECK VALVE
4
6
12"
2
SUBMERSIBLE EFFLUENT PUMP, REFER TO PUMP
SCHEDULE FOR DISCHARGE CONNECTION SIZE. INSTALL
REDUCER AT PUMP IF REQUIRED.
12"
1
10
SCALE: N.T.S.
P-501
NOTES:
1.
FURNISH TO OWNER ONE TEST KIT AND SPARE PARTS KIT.
THE PLUMBING CONTRACTOR SHALL ACT AS THE OWNERS AGENT IN SEEKING APPROVAL FROM ALL LOCAL
2.
AND STATE AUTHORITIES. THIS CONTRACTOR SHALL SUBMIT ALL PLANS, SPECS. AND APPLICATIONS
REQUIRED FOR APPROVAL AND PAY ALL FEES.
3.
SEE FLOOR PLANS FOR SIZES
4.
MAINTAIN 1'-6" CLEARANCE FROM WALL.
5.
TEST AND CERTIFY EACH INSTALLATION.
BASE OF STANDPIPE VALVE ASSEMBLY
11
SCALE: N.T.S.
P-501
KEY PLAN
A
FIRE SERVICE BACKFLOW PREVENTER
SCALE: N.T.S.
B
WATER METER WITH REMOTE READER:
CARLON 150 JLRFG
T. & P. RELIEF VALVE - (WHEN
NOT PROVIDED ON HEAT TRANSFER
DEVICE) PIPED TO FLOOR DRAIN
PRESSURE REDUCING VALVE (SET AT 4 PSIG HIGHER THAN
THE PRESSURE AT THE HIGH
POINT IN THE SYSTEM).
COORDINATE WITH HVAC
CONTRACTOR FOR FINAL SETTING
NOTES:
1. ALL STEAM PIPING, VALVES, FITTINGS, ETC. TO
BE FURNISHED AND INSTALLED BY HVAC
CONTRACTOR.
CHECK VALVE (TYP)
GATE VALVE (TYP)
GLOBE VALVE (NORMALLY CLOSED)
HOT WATER RETURN
SEE P-702
PRESSURE GAUGE
W/ NEEDLE VALVE
FULL SIZE BY-PASS
2. FINAL CONNECTION OF STEAM PIPING TO
BE BY HVAC CONTRACTOR.
VACUUM RELIEF VALVE (TYP)
3. CONTROLLERS SHALL BE WIRED TO THE BAS SYSTEM
SO THAT EACH HEATER OPERATES IN A LEADLAG SEQUENCE. WIRING SHALL BE FURNISHED
AND INSTALLED BY HVAC CONTRACTOR.
PRESSURE RELIEF VALVE (TYP)
PIPE TO DRAIN
CHECK VALVE (TYP)
GATE VALVE (TYP)
HOT WATER RETURN
SEE P-702
THERMOMETER (TYP)
2-1/2" HW (160°) TO MIXING VALVE STATION
SEE DETAIL 2/P-502
2-1/2"
2-1/2"CW SUPPLY
SEE P-702
REDUCED PRESSURE
TYPE BACK FLOW
PREVENTER
NOTES:
1. ALL STEAM PIPING, VALVES, FITTINGS, ETC. TO
BE FURNISHED AND INSTALLED BY HVAC
CONTRACTOR.
OMEGA TYPE-J THERMOCOUPLE
WITH LOVE CONTROLLER
COMPACT CONTROL BOX
(TYP FOR EACH HEATER)
FILL LINE (2-1/2")
BALL VALVE (TYP)
12/14/2015 4:13:46 PM
TEMPLATE VERSION: 2.6.8.20141012
UNION (TYP)
PLOT DATE:
VACUUM RELIEF VALVE (TYP)
3. CONTROLLERS SHALL BE WIRED TO THE BAS SYSTEM
SO THAT EACH HEATER OPERATES IN A LEADLAG SEQUENCE. WIRING SHALL BE FURNISHED
AND INSTALLED BY HVAC CONTRACTOR.
PRESSURE RELIEF VALVE (TYP)
PIPE TO DRAIN
2-1/2" HW (160°) TO MIXING VALVE STATIONS
SEE DETAIL 1/P-502
2-1/2"
WATER SOLENOID DISCHARGE (TYP)
PIPE TO DRAIN
STEAM CONNECTION (BY
HVAC CONTRACTOR, TYPICAL)
CIRCULATION PUMP (CP-4 & 5)
SEE PUMP SCHEDULE
2-1/2"
WH-2
OMEGA TYPE-J THERMOCOUPLE
WITH LOVE CONTROLLER
COMPACT CONTROL BOX
(TYP FOR EACH HEATER)
2-1/2"
2-1/2"
2-1/2"
WH-3
STEAM WATER HEATERS:
SEE WATER HEATER SCHEDULE
WH-4
FINISHED FLOOR
DATE
2-1/2"
4"HOUSEKEEPING PAD (BY GC)
CONNECT STEAM TO EXCHANGER
(BY HVAC CONTRACTOR)
G1215-004.00
03 DECEMBER 2015
2-1/2"
4"HOUSEKEEPING PAD (BY GC)
CONNECT STEAM TO EXCHANGER
(BY HVAC CONTRACTOR)
AHA PROJECT NUMBER
2-1/2"
EXPANSION TANK:
22 GALLON (ACCEPTANCE VOLUMN)
EXPANSION TANK:
22 GALLON (ACCEPTANCE VOLUMN)
2-1/2" DRAIN TO CLEARWATER HUB DRAIN,
SEE DETAIL 3/P-501. SUPPORT ON WALL.
CIRCULATION PUMPS (CP-6 & 7)
SEE PUMP SCHEDULE
1"
STEAM WATER HEATERS:
SEE WATER HEATER SCHEDULE
2-1/2"
WH-1
PROVIDED BY PLUMBING CONTRACTOR
FINISHED FLOOR
REDUCER (WHERE REQUIRED)
ISSUE
CONSTRUCTION
DOCUMENTS
SHEET TITLE
PLUMBING
DETAILS
12
P-501
HVAC MAKE-UP WATER
SCALE: N.T.S.
13
P-501
WATER HEATERS (WH-1 & WH-2)
SCALE: N.T.S.
DATE
THERMOMETER (TYP)
WATER SOLENOID DISCHARGE (TYP)
PIPE TO DRAIN
1"
PROVIDED BY HVAC CONTRACTOR
2. FINAL CONNECTION OF STEAM PIPING TO
BE BY HVAC CONTRACTOR.
2-1/2"CW SUPPLY
SEE P-702
STEAM CONNECTION (BY
HVAC CONTRACTOR, TYPICAL)
FILL LINE (2-1/2")
REVISION
NO.
DESCRIPTION
14
P-501
WATER HEATERS (WH-3 & WH-4)
SCALE: N.T.S.
REVISED
15 DECEMBER 2015
SHEET NO.
P-501
THERMOMETER (TYP)
THERMOMETER (TYP)
UNION (TYP)
HW TO FIXTURES
SEE P-702
110°
UNION (TYP)
HW TO FIXTURES
SEE P-702
110°
2-1/2"
2-1/2"
1
NOTE:
MOUNT MIXING VALVE ASSEMBLIES SIDE-BY-SIDE ON
WALL AT AN ELEVATION OF 5'-0" AFF. SHOWN HERE
FOR CLARITY ONLY. COORDINATE EXACT LOCATION
WITH ALL OTHER TRADES INVOLVED PRIOR TO CONSTRUCTION.
CHECK VALVE (TYP)
TMV-2
STRAINER (TYP)
CONDENSATE RISER
(BY MC)
3445 PEACHTREE ROAD, NE, SUITE 675
1
TMV-1
STRAINER (TYP)
ATLANTA, GA 30326
ASSOCIATE ARCHITECT
GATE VALVE (TYP)
160°
MURRAY AND ASSOCIATES ARCHITECTS
2-1/2"
2
HW FROM
WATER HEATER
2-1/2"
2
HW FROM
WATER HEATER
CW, SEE P-702
HKS, INC.
TWO LIVE OAK CENTER
CHECK VALVE (TYP)
GATE VALVE (TYP)
ARCHITECT
1600 NORTH SECOND STREET
160°
HARRISBURG, PA 17102-2499
CW, SEE P-702
2-1/2"
2-1/2"
AQUASTAT
HEAT TRAP
(MIN. 27" DEEP)
1-1/2"
HWR FROM FIXTURES
SEE P-702
1-1/2"
3
4
3
1-1/2"
3
1-1/2"
4
CIRCULATING PUMP
(CP-2)
(140°)
HWR TO WATER HEATERS
SEE DETAIL
MEP ENGINEER
AHA CONSULTING ENGINEERS
1801 OLD ALABAMA RD, SUITE 125
HWR FROM FIXTURES
SEE P-702
HWR TO WATER HEATERS
SEE DETAIL
1-1/2"
4
HVAC UNIT
(BY MC)
AQUASTAT
ROSWELL, GA 30076
1-1/2"
4
SITE/CIVIL ENGINEER
DERCK & EDSON ASSOCIATES
CIRCULATING PUMP
(CP-1)
33 SOUTH BROAD STREET
LITITZ, PA 17543
HW TO FIXTURES
SEE P-702
3/4"
GEOTECHNICAL ENGINEER
1-1/4"
1-1/4"
1
TMV-3
1
INSTALL MIXING VALVE AND PIPING CONNECTIONS AS PER
MANUFACTURER'S PUBLISHED INSTALLATION DETAILS.
2
160°
3
AQUASTAT
3/4"
FINISHED FLOOR
100 STERLING PARKWAY, SUITE 108
MECHANICSBURG, PA 17050
3" (TYP)
BALANCING VALVE ASSEMBLIES ARE TO BE SET PER MIXING VALVE
MANUFACTURER'S BALANCING INSTRUCTIONS.
3"HUB DRAIN
4
4
3/4"
4
P-TRAP W/
TRAP GUARD
OMIT UNIONS WHEN PUMP IS FURNISHED WITH FLANGES.
REFER TO P-400 SERIES DRAWINGS FOR CONTINUATION
KEY NOTES:
INSTALL MIXING VALVE AND PIPING CONNECTIONS AS PER
MANUFACTURER'S PUBLISHED INSTALLATION DETAILS.
NOTES:
1.
2.
HWC CONNECTION VARIES DEPENDING ON MIXING VALVE
MANUFACTURER AND PUMPED FLOW RATE.
3.
1
P-502
STAE COLLEGE, PA 16801
WBCM
1"
HWR CONNECTION VARIES DEPENDING ON MIXING VALVE
MANUFACTURER AND PUMPED FLOW RATE.
CIRCULATING PUMP
(CP-3)
2
2701 CAROLEAN INDUSTRIAL DRIVE
HWR FROM FIXTURES
SEE P-702
3
1
CMT LABORATORIES, INC.
STRUCTURAL ENGINEER
1-1/4"
2
HEAT TRAP
(MIN. 27" DEEP)
TOP OF P-TRAP
OPEN TO
ATMOSPHERE (BY MC)
KEY NOTES:
BLOOMSBURG UNIVERSITY
RESIDENCE HALL
& BOOKSTORE
1-1/2"
2-1/2"
CD
HEAT TRAP
(MIN. 27" DEEP)
3
BALANCING VALVES ARE TO BE SET PER MIXING VALVE
MANUFACTURER'S BALANCING INSTRUCTIONS.
4
OMIT UNIONS WHEN PUMP IS FURNISHED WITH FLANGES.
MIXING VALVE STATION (LOW ZONE)
MIXING VALVE STATION (HIGH ZONE)
2
SCALE: N.T.S.
P-502
P-502
3
A
5
2
SCALE: N.T.S.
3
3
A
CONDENSATE DRAIN TO SANITARY
3
SCALE: N.T.S.
1
4
1
SYSTEM NO. W-L-1001
(FORMERLY SYSTEM NO. 147)
1A
F RATINGS - 1, 2, 3 AND 4 HR (SEE ITEMS 2 AND 3)
T RATINGS - 0,1,2,3 AND 4 HR (SEE ITEM 3)
L RATING AT AMBIENT - LESS THAN 1 CFM/SQ FT
L RATING AT 400 F - LESS THAN 1 CFM/SQ FT
2
5
1A
SYSTEM NO. F-A-5011
3
A
F RATING - 3 HR
T RATING - 1 HR
L RATING AT AMBIENT - LESS THAN 1 CFM/SQ FT (SEE ITEM 3)
L RATING AT 400 F - LESS THAN 1 CFM/SQ FT (SEE ITEM 3)
3
4
A
A
2
2
A
SECTION A-A
2
SYSTEM NO. C-AJ-1008
(FORMERLY SYSTEM NO. 111)
1. FLOOR-CEILING ASSEMBLY - THE FIRE-RATED UNPROTECTED STEEL DECK FLOOR-CEILING ASSEMBLY SHALL BE
CONSTRUCTED OF THE MATERIALS AND IN THE MANNER SPECIFIED IN THE INDIVIDUAL D900 SERIES DESIGNS IN THE UL FIRE
RESISTANCE DIRECTORY AND AS SUMMARIZED BELOW:
A. NORMAL WEIGHT OR LIGHTWEIGHT CONCRETE - CONCRETE THICKNESS ABOVE THE CREST
OF THE DECK SHALL
BE MIN. 3-1/4 IN. NORMAL WEIGHT CONCRETE WITH CARBONATE OR SILICEOUS AGGREGATE, 145 TO 155 PCF UNIT WEIGHT,
MIN. 3000 PSI COMPRESSIVE STRENGTH. LIGHTWEIGHT CONCRETE WITH EXPANDED SHALE, CLAY OR SLATE AGGREGATE,
105 TO 115 PCF UNIT WEIGHT, MIN. 3000 PSI COMPRESSIVE STRENGTH.
B. WELDED WIRE FABRIC - 6x6, W1.4xW1.4
C. STEEL FLOOR AND FORM UNITS*-COMPOSITE OR NONCOMPOSITE 1-5/16 TO 3 IN. DEEP GALV. UNITS OR AS SPECIFIED IN
THE INDIVIDUAL FLOOR-CEILING DESIGNS. MAX AREA OF OPENING IS 300 SQ IN. WITH MAX DIMENSION OF 30 IN.
A
1B
SECTION A-A
1. FLOOR OR WALL ASSEMBLY - REINFORCED LIGHT WEIGHT OR NORMAL WEIGHT (100-150 PCF) CONCRETE HAVING
A MIN THICKNESS AS SPECIFIED IN THE TABLE BELOW (ITEM 3). WALL MAY ALSO BE CONSTRUCTED OF ANY UL CLASSIFIED CONCRETE BLOCKS*.
MAX DIAMETER OF OPENNING IS 8 IN. SEE CONCRETE BLOCK (CAZT) CATEGORY IN THE FIRE
RESISTANCE DIRECTORY FOR NAMES OF MANUFACTURERS.
2. METALIC SLEEVE - (OPTIONAL) - NOM 8 IN. DIAM (OR SMALLER) SCHEDULE 40 (OR HEAVIER) STEEL SLEEVE CAST
GROUNTED INTO WALL OR FLOOR ASSEMBLY, FLUSH WITH FLOOR OR WALL SURFACES.
1. WALL ASSEMBLY - THE 1 OR 2 HR FIRE-RATED GYPSUM WALLBOARD/STUD WALL ASSEMBLY SHALL
BE CONSTRUCTED OF THE MATERIALS AND IN THE MANNER DESCRIBED IN THE INDIVIDUAL U300 OR
U400 SERIES WALL OR PARTITION DESIGNS IN THE UL FIRE RESISTANCE DIRECTORY AND SHALL INCLUDE
THE FOLLOWING CONSTRUCTION FEATURES:
A. STUDS - WALL FRAMING MAY CONSIST OF EITHER WOOD STUDS OR STEEL CHANNEL
STUDS. WOOD STUDS TO CONSIST OF NOM. 2 BY 4 IN. LUMBER SPACED 16 IN. OC.
STEEL STUDS TO BE MIN. 3-5/8 IN. WIDE AND SPACED MAX. 24 IN. OC.
B. GYPSUM BOARD* - 5/8 IN. THICK, 4 FT. WIDE WITH SQUARE OR TAPERED EDGES.
THE GYPSUM WALLBOARD TYPE, THICKNESS, NUMBER OF LAYERS, FASTENER TYPE AND
SHEET ORIENTATION SHALL BE AS SPECIFIED IN THE INDIVIDUAL U300 OR U400 SERIES
DESIGN IN THE UL FIRE RESISTANCE DIRECTORY. MAX. DIAMETER OF OPENING IS 9 IN.
THE HOURLY F RATING OF THE FIRESTOP SYSTEM IS EQUAL TO THE HOURLY FIRE RATING
OF THE WLL ASSEMBLY IN WHICH IT IS INSTALLED.
3. THROUGH PENETRANTS - ONE METALLIC PIPE, CONDUIT OR TUBING TO BE INSTALLED EITHER CONCENTRICALLY OR ECCENTRICALLY WITHIN
THE FIRESTOP SYSTEM. PIPE, CONDUIT OR TUBING TO BE RIGIDLY SUPPORTED ON BOTH SIDES OF
FLOOR OR WALL ASSEMBLY. THE ANNULAR SPACE SHALL BE AS SPECIFIED IN THE TABLE BELOW. THE FOLLOWING TYPES
AND SIZES OF METALLIC PIPES, CONDUITS OR TUBING MAY BE USED.
A. STEEL PIPE - NOM 6 IN. DIAM (OR SMALLER) SCHEDULE 10 (OR HEAVIER) STEEL PIPE.
B. CONDUIT - NOM 4 IN. DIAM (OR SMALLER) STEEL ELECTRICAL METTALIC TUBING.
C. CONDUIT - NOM 6 IN. DIAM (OR SMALLER) RIGID GALV STEEL CONDUIT.
THE F AND T RATING OF THE SYSTEM IS DEPENDENT UPON THE DIAM OF THE PIPE OR CONDUIT AND ANNULAR
SPACE BETWEEN THE PIPE OR CONDUIT AND THE PERIPHERY OF THE OPENING AS SHOWN IN THE TABLE BELLOW.
2. THROUGH PENETRANTS - ONE METALIC PIPE OR TUBING TO BE INSTALLED EITHER CONCENTRICALLY
OR ECCENTRICALLY WITHIN THE FIRESTOP SYSTEM. PIPE OR TUBING TO BE RIGIDLY SUPPORTED ON
BOTH SIDES OF WALL ASSEMBLY. THE FOLLOWING TYPES AND SIZES OF METALIC TUBING MAY BE USED.
A. STEEL PIPE - NOM. 4 IN. DIAM (OR SMALLER) SCHEDULE 10 (OR HEAVIER) STEEL PIPE.
B. IRON PIPE - NOM. 4 IN. DIAM (OR SMALLER) CAST OR DUCTILE IRON PIPE.
C. COPPER TUBING - NOM. 4 IN. DIAM (OR SMALLER) TYPE L (OR HEAVIER) COPPER TUBE.
D. COPPER PIPE - NOM. 4 IN. DIAM (OR SMALLER) REGULAR (OR HEAVIER) COPPER PIPE.
MIN. FLOOR
MAX DIAM.
MIN.
OR
WALL
OR WALL
THCKNS IN.
OF STEEL PIPE
OR CONDIUT IN.
ANNULAR
SPACE IN.
F
F
F
F
F
F
W
W
W
W
3. FIRESTOP SYSTEM - THE FIRESTOP SYSTEM SHALL CONSIST OF THE FOLLOWING.
A. PIPE AND EQUIPMENT COVERING MATERIALS* - MAX 2 IN. THICK HOLLOW CYLINDRICAL HEAVY
DENSITY (MIN 3.5 PCF) GLASS FIBER UNITS JACKETED ON THE OUTSIDE WITH AN ALL SERVICE
JACKET. LONGITUDINAL JOINTS SEALED WITH MEATL FASTENERS OR FACTORY APPLIED SELFSEALLING LAP TAPE. PIPE COVERING TO BE WRAPPED AROUND THE THROUGH PENETRANT AND
EXTEND A MIN 2-1/2 IN. BEYOND BOTH SURFACES OF THE WALL. THE ANNULAR SPACE
BETWEEN PIPE COVERING AND THE EDGE OF THE THROUGH OPENING SHALL BE MIN. 0 IN.
(CONTINUOUS POINT CONTACT) TO MAX 1/2 IN. SEE PIPE AND EQUIPMENT COVERING MATERIALS (BRGU) CATEGORY IN THE BUILDING MATERIALS DIRECTORY FOR NAMES OF
MANUFACTURERS. ANY PIPE COVEING MATERIAL MEETING WITH A FLAME SPREAD INDEX OF
25 OR LESS AND A SMOKE DEVELOPED INDEX OF 50 OR LESS MAY BE USED.
B. FILL, VOID OR CAVITY MATERIAL* - SEALANT - MIN 5/8 IN. THICKNESS
MATERIAL APPLIED WITHIN ANNULUS, FLUSH WITH BOTH SURFACES OF WALL.
A MIN 1/4 IN. CROWN OF FILL MATERIAL SHALL BE APPLIED TO THE PIPE
COVERING/GYPSUM WALLBOARD INTERFACE AT THE POINT CONTACT LOCATION
ABD LAPPING 1/4 IN. BEYIND THE PERIPHERY OF THE OPPENING ON BOTH
SIDES OF THE WALL. SPECIFIED TECHNOLOGIES INC - SPECSEAL 100, 101, 102
AND 105 SEALANT.
3-3/4
3-3/4
3-3/4
4-1/2
4-1/2
4-1/2
5-1/2
5-1/2
6-1/2
6-1/2
1-1/2
6
6
1-1/2
6
6
1-1/2
6
1-1/2
6
3/8
3/8
3/8
3/8
3/8
3/8
3/8
3/8
3/8
3/8
2-1/8
1
3/4
1
1
2
2-1/8
1
3/4
1
1
2
2-1/8
1
3/4
1
2-1/8
2
1
2
2-3/4
2-3/4
1-3/4
3-1/2
3-1/2
2-1/2
3-1/2
3-1/2
2-1/2
2-1/2
MAX.
ANNULAR
SPACE IN.
2
2
2
MIN. FORMING
F RATING
T RATING
METAL
THCKNS IN.
METAL
THCKNS IN.
HR
HR
0
0
0
3
3
3
3/4
3
3/4
1
0
5. FILL, VOID OR CAVITY MATERIAL* - CAULK - MIN THICKNESS OF FILL MATERIAL AS SPECIFIED IN THE ABOVE TABLE
(ITEM 3) APPLIED WITHIN THE ANNULUS, FLUSH WITH TOP SURFACE OF FLOOR OR WITH BOTH SURFACES OF THE WALL.
USG INTERIORS INC - TYPE SS
CONDUIT/STEEL PIPE PENETRATION OF CONCRETE WALL/FLOOR
3. PIPE COVERINGS - ONE OF THE FOLLOWING TYPES OF PIPE COVERINGS MAY BE USED:
A. PIPE AND EQUIPMENT COVERING MATERIALS* - NOM. 1 IN. THICK HOLLOW CYLINDRICAL HEAVY DENSITY (MIN 3.5 PCF)
GLASS FIBER UNITS JACKETED ON THE OUTSIDE WITH AN ALL SERVICE JACKET. LONGITUDINAL JOINTS SEALED WITH METAL
FASTENERS OR FACTORY-APPLIED SELF SEALING LAP TAPE. TRANSVERSE JOINTS SECURED WITH METAL FASTENERS OR
WITH BUTT TAPE SUPPLIED WITH THE PRODUCT. THE ANNULAR SPACE WITHIN THE FIRESTOP SYSTEM SHALL BE MIN. 7/8 IN.
TO MAX 15-1/2 IN. SEE PIPE AND EQUIPMENT COVERING MATERIALS (BRGU) CATEGORY IN THE BUILDING MATERIALS
DIRECTORY FOR NAMES OF MANUFACTURERS. ANY PIPE COVERING MATERIAL MEETING THE ABOVE SPECIFICATIONS AND
BEARING THE UL CLASSIFICATION MARKING WITH A FLAME SPREAD INDEX OF 25 OR LESS AND A SMOKE DEVELOPED INDEX
OF 50 OR LESS MAY BE USED.
B. PIPE COVERING MATERIALS* - NOM. 1 IN. THICK UNFACED MINERAL FIBER PIPE INSULATION HAVING A NOM. DENSITY OF
3.5 PCF (OR HEAVIER) AND SIZED TO THE OUTSIDE DIAM. OF THE PIPE OR TUBE. PIPE INSUALTION SECURED WITH A MIN. 8
AWG STEEL WIRE SPACED MAX 12 IN. OC. THE ANNULAR SPACEWITHIN THE FIRESTOP SYSTEM SHALL BE MIN. 7/8 IN. TO MAX
15-1/2 IN.
OWENS CORNING HT INC, DIVISION OF OWENS CORNING - HIGH TEMPERATURE PIPE INSULATION 1200, HIGH TEMPERATURE
PIPE INSULATION BWT OR HIGH TEMPERATURE PIPE INSULATION THERMALOC
L RATINGS NOT APPLICABLE WHEN MINERAL WOOL PIPE COVERING MATERIAL IS USED.
2
A
2
A
1B
SECTION A-A
SECTION A-A
1. WALL ASSEMBLY - THE 1, 2, 3, OR 4 HR FIRE-RATED GYPSUM WALLBOARD/STUD WALL ASSEMBLY SHALL BE CONSTRUCTED OF
THE MATERIALS AND IN THE MANNER DESCRIBED IN THE INDIVIDUAL U300 OR U400 SERIES WALL OR PARTITION DESIGNS IN THE UL
FIRE RESISTANCE DIRECTORY AND SHALL INCLUDE THE FOLLOWING
CONSTRUCTION FEATURES:
A. STUDS - WALL FRAMING CONSISTS OF STEEL CHANNEL STUDS. STEEL STUDS TO
BE MIN. 3-5/8 IN. WIDE BY 1-3.8 IN. DEEP CHANNELS SPACED MAX. 24 IN. OC.
B. GYPSUM BOARD* - NOM. 5/8 IN. THICK, 4 FT. WIDE WITH SQUARE OT TAPERED EDGES.
THE GYPSUM WALLBOARD TYPE, THICKNESS, NUMBER OF LAYERS, FASTENER TYPE AND
SHEET ORIENTATION SHALL BE AS SPECIFIED IN THE INDIVIDUAL U300 OR U400 SERIES
DESIGN IN THE UL FIRE RESISTANCE DIRECTORY. MAX. DIAMETER OF OPENING IS 13-1/2 IN.
2. PIPE OR CONDUIT - NOM. 12 IN. DIAMETER (OR SMALLER) SCHEDULE 10 OR (OR HEAVIER) STEEL PIPE, NOM. 12 IN. DIAMETER (OR
SMALLER) SERVICE WEIGHT (OR HEAVIER) CAST IRON SOIL PIPE, NOM 12 IN. DIAMETER (OR SMALLER) CLASS 50 (OR HEAVIER)
DUCTILE IRON PRESSURE PIPE, NOM. 6 IN. DIAMETER
(OR SMALLER) STEEL CONDUIT, NOM. 4 IN. DIAMETER
(OR SMALLER) STEEL ELECTRICAL METALLIC TUBING, NOM. 6 IN. DIAMETER
(OR SAMLLER) TYPE L (OR HEAVIER) COPPER TUBING OR NOM. 1 IN. DIAMETER
(OR SMALLER) FLEXIBLE STEEL CONDUIT. WHEN COPPER PIPE IS USED, MAX F RATING OF FIRESTOP SYSTEM (ITEM 3) IS 3 HR.
STEEL PIPES OR CONDUITS LARGER THAN NOM. 4 IN. DIAMETER MAY ONLY BE USED IN WALLS CONSTRUCTED USING STEEL
CHANNEL STUDS. A MAX OF ONE PIPE OR CONDUIT IS PERMITTED IN THE FIRESTOP SYSTEM. PIPE OR CONDUIT TO BE INSTALLED
NEAR CENTER OF STUD CAVITY WIDTH AND TO BE RIGIDLY SUPPORTED ON BOTH SIDES OF WALL ASSEMBLY.
3. FILL, VOID, OR CAVITY MATERIAL*-CAULK- CAULK FILL MATERIAL INSTALLED TO COMPLETELY FILL ANNULAR SPACE BETWEEN
PIPE OR CONDUIT AND GYPSUM WALLBOARD AND WITH A MIN. 1/4 IN. DIAMETER BEAD OF CAULK APPLIED TO PERIMETER OF PIPE
OR CONDUIT AT ITS EGRESS FROM THE WALL. CAULK INSTALLED SYMETRICALLY ON BOTH SIDES OF WALL ASSEMBLY. THE
HOURLY F RATING OF THE FIRESTOP SYSTEM IS DEPENDENT UPON THE HOURLY FIRE RATING OF THE WALL ASSEMBLY IN WHICH
IT IS INSTALLED, AS SHOWN IN THE FOLLOWING TABLE. THE HOURLY T RATING OF THE FIRESTOP SYSTEM IS DEPENDENT UPON
THE TYPE OR SIZE OF THE PIPE OR CONDUIT AND THE HOURLY FIRE RATING OF THE WALL ASSEMBLY IN WHICH IT IS INSTALLED,
AS TABULATED BELOW:
1. FLOOR OR WALL ASSEMBLY - MIN 4-1/2 IN. THICK REINFORCED LIGHTWEIGHT
OR NORMAL WEIGHT (100-150 PCF) CONCRETE. WALL ALSO MAY BE CONSTRUCTED
OF ANY UL CLASSIFIED CONCRETE BLOCKS*. MAX DIM OF OPENING IS 8 IN.
SEE CONCRETE BLOCKS (CAZT) CATEGORY IN THE FIRE RESISTANCE DIRECTORY FOR
NAMES AND MANUFACTURERS.
KEY PLAN
2. METALLIC PIPE - MAX 6 IN. DIAM (OR SMALLER) RIGID GALV STEEL CONDUIT,
SCHEDULE 10 (OR HEAVIER) STEEL PIPE OR MAX 4 IN. DIAM (OR SMALLER) STEEL
EMT CONDUIT CENTERED IN THE OPENING. PIPE TO BE RIGIDLY SUPPORTED ON
BOTH SIDES OF FLOOR OR WALL ASSEMBLY. THE T RATING OF THE SYSTEM IS
DEPENDENT ON THE SIZE OF THE CONDUIT AND THROUGH OPENING AS SHOWN IN
THE TABLE BELOW. (SEE ITEM 5)
A
3. FORMS - (NOT SHOWN, OPTIONAL) - USED AS A FORM TO PREVENT LEAKAGE
OF FILL MATERIAL DURING INSTALLATION. FORMS TO BE A RIGID SHEET MATERIAL,
CUT TO FIT THE CONTOUR OF THE PENETRATING ITEM. FORMS FRICTION FITTED INTO
THE OPENING OR LOCATED ON THE UNDERSIDE OF FLOOR ON BOTH SIDES OF WALL TO
PREVENT THE LEAKAGE OF FILL MATERIAL. THE FORMS TO BE REMOVED AFTER THE
FILL MATERIAL HAS CURED.
4. PACKING MATERIAL - (NOT SHOWN, OPTIONAL) - MINERAL WOOL BATT INSULATION
FIRMLY PACKED BETWEEN THE FORMS AND PENETRATING ITEMS TO PREVENT
THE LEAKAGE OF FILL MATERIAL. THE PACKING MATERIAL MAY BE REMOVED AFTER
THE FILL MATERIAL HAS CURED.
B
5. FILL, VOID, OR CAVITY MATERIAL* - SEALANT - FILL MATERIAL APPLIED WITHIN
ANNULUS, FLUSH WITH TOP SURFACE OF FLOOR OR WITH BOTH SURFACES OF
WALL. THE T RATING OF THE SYSTEM IS DEPENDENT UPON THE SIZE OF THE
OPENING, SIZE OF THE PENETRATING ITEM, NOM ANNULAR SPACE WITHIN
OPENING AND THICKNESS OF THE FILL MATERIAL AS SHOWN IN THE TABLE BELOW:
4. FIRESTOP SYSTEM - THE FIRESTOP SYSTEM SHALL CONSIST OF THE FOLLOWING:
A. FORMS-(NOT SHOWN) USED AS A FORM TO PREVENT LEAKAGE OF FILL MATERIAL DURING INSTALLATION. FORMS TO BE
RIGID SHEET MATERIAL, CUT TO FIT THE CONTOUR OF THE PENETRATING ITEM AND FASTENED TO THE UNDERSIDE OF
FLOOR. FORMS TO BE REMOVED AFTER FILL MATERIAL HAS CURED.
B. FILL, VOID, OR CAVITY MATERIAL*-MORTAR-MIN. 3-1/4 IN. THICKNESS OF FILL MATERIAL APPLIED WITHIN THE ANNULUS,
FLUSH WITH TOP OF SURFACE FLOOR. MORTAR IS TO BE MIXED WITH WATER AT A RATE OF 1.9 TO 2.4 GAL. PER 25 LB. BAG IN
ACCORDANCE WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS.
MAX OPENING
SIZE IN.
MAX PIPE OR
CONDUIT DIAM., IN.
ANNULAR SPACE
IN.
F RATING
HR.
T RATING
HR.
1
0 TO 3/16
1 OR 2
1
1/4 TO 1/2
3 OR 4
4
0 TO 1-1/2
1 OR 2
0
6
1/4 TO 1/2
3 OR 4
0
12
3/16 TO 3/8
1 OR 2
0
0+, 1 OR 2
3 OR 4
REVISION
NO.
DESCRIPTION
DATE
PIPE PENETRATION OF FIRE RATED FLOOR
NTS
PIPE PENETRATION OF FIRE RATED WALL
NOM ANNULAR
SPACE IN.
MIN FILL MTL.
THK. IN.
T RATING HR
3
1-1/2
9/16
4-1/2
1-1/2
5
3
3/4
4-1/2
1/2
5
1/2
2
3-1/2
3
8
6
11/16
3-1/2
0
8
6
11/16
4-1/2
1/2
THIS DETAIL SHALL BE USED FOR ALL PENETRATIONS OF MECHANICAL
ROOM 110A AND PENETRATIONS OF OTHER 2 HOUR SEPARATIONS.
*BEARING THE UL CLASSIFICATION MARK
NTS
MAX DIAM.
PENETRATION ITEM IN.
*BEARING THE UL CLASSIFICATION MARK
*BEARING THE UL CLASSIFICATION MARK
*BEARING THE UL CLASSIFICATION MARK
NTS
2. THROUGH PENETRANTS - A MAX OF TWO METALLIC PIPES OR TUBINGS TO BE INSTALLED WITHIN THE FIRESTOP SYSTEM.
PIPE OR TUBING TO BE RIGIDLY SUPPORTED ON BOTH SIDES OF FLOOR ASSEMBLY. THE FOLLOWING TYPES AND SIZES OF
METALLIC PIPES, CONDUIT OR TUBING MAY BE USED:
A. STEEL PIPE - NOM. 6 IN. DIAMETER (0R SMALLER) SCHEDULE 10 (OR HEAVIER) STEEL PIPE WITH 1 IN. MINERAL FIBER PIPE
INSULATION.
B. STEEL PIPE - NOM. 4 IN. DIAMETER (OR SMALLER) SCHEDULE 10 (OR HEAVIER) STEEL PIPE WITH 1 IN. GLASS FIBER OR
MINERAL FIBER PIPE INSULATION.
C. COPPER PIPE - NOM. 4 IN. DIAMETER (OR SMALLER) REGULAR (OR HEAVIER) COPPER PIPE WITH 1 IN. MINERAL FIBER
PIPE INSULATION.
D. COPPER TUBING - NOM. 4 IN. DIAMETER (OR SMALLER) TYPE L (OR HEAVIER) COPPER PIPE WITH 1 IN. MINERAL FIBER
PIPE INSULATION.
E. COPPER PIPE - NOM. 2 IN. DIAMETER (OR SMALLER) REGULAR (OR HEAVIER) COPPER PIPE WITH 1 IN. GLASS FIBER PIPE
INSULATION.
F. COPPER TUBING - NOM. 2 IN. DIAMETER (OR SMALLER) TYPE L (OR HEAVIER) COPPER TUBING WITH 1 IN. GLASS FIBER
PIPE INSULATION.
C. SHEATHING MATERIAL*-(OPTIONAL)-USED IN CONJUNCTION WITH ITEM 3B. FOIL-SCRIM-KRAFT OR ALL SERVICE JACKET
MATERIAL SHALL BE WRAPPED AROUND THE OUTER CIRCUMFERENCE OF THE PIPE INSULATION (ITEM 3B) WITH THE KRAFT
SIDE EXPOSED. LONGITUDINAL JOINTS AND TRANSVERSE JOINTS SEALED WITH MATCHING FOIL-SCRIM-KRAFT TAPE. (SEE
SHEATHING MATERIALS (BVDV) CATEGORY IN THE BUILDING MATERIALS DIRECTORY FOR NAMES OF MANUFACTURERS. ANY
SHEATHING MATERIAL MEETING THE ABOVE SPECIFICATION AND BEARING THE UL CLASSIFICATION MARKING WITH A FLAME
SPREAD INDEX OF 25 OR LESS AND A SMOKE DEVELOPED INDEX OF 50 OR LESS MAY BE USED.
0
3
1
SEE ARCHITECTURAL DRAWINGS FOR FIRE RATING OF WALLS.
0
0
3
3
MIN. FILL
4. FORMING MATERIAL* - MIN 4.0 PCF MINERAL WOOL BATT INSULATION FIRMLY PACKED INTO OPENING AS A PERMANENT
FORM AT THE MIN THICKNESS SPECIFIED IN THE ABOVE TABLE (ITEM 3). FORMING MATERIAL TO BE RECESSED FROM TOP
SURFACE OF FLOOR OR FROM BOTH SURFACES OF WALL AS REQUIRED TO ACCOMODATE THE REQUIRED THICKNESS OF FILL MATERIAL.
THERMAFIBER LLC - TYPE SAF
*BEARING THE UL CLASSIFICATION MARK
INSULATED PIPE PENETRATION OF FIRE RATED WALL
FLOOR
5
A
F RATING - 3 HR
T RATINGS - 0,1/2,1 1/2 AND 3 HR (SEE ITEM 5)
3A
System No. W-L-1101
F Rating - 1&2 Hr (See Item
1)
T Rating - 0 Hr
5
UL DETAIL
3
SECTION A-A
SYSTEM NO. C-AJ-1020
(FORMERLY SYSTEM NO. 165)
F RATING - 2 AND 3 HR (SEE ITEM 3)
T RATING - 0, 3/4, AND 1 HR (SEE ITEM 3)
L RATING AT AMBIENT - LESS THAN 1 CFM/SQ
FT
L RATING AT 400 F - LESS THAN 1 CFM/SQ FT
3B
THIS DETAIL OCCURS AT EACH LOWEST LEVEL RESIDENTIAL MECHANICAL CLOSET.
PLUMBING CONTRACTOR SHALL FULLY COORDINATE THE EXACT LOCATION OF HUB
DRAIN WITH THE EQUIPMENT AND STRUCTURE. HUB DRAINS SHOWN ON PLAN FOR
CLARITY ONLY.
HUB DRAINS SHALL BE ACCESSIBLE AS PER CODE.
NTS
CONDUIT/STEEL PIPE PENETRATION OF CONCRETE WALL/FLOOR
NTS
12/14/2015 4:14:10 PM
PLOT DATE:
TEMPLATE VERSION: 2.6.8.20141012
AHA PROJECT NUMBER
G1215-004.00
DATE
03 DECEMBER 2015
ISSUE
4
P-502
CONSTRUCTION
DOCUMENTS
UL DETAILS
SCALE: N.T.S.
SHEET TITLE
PLUMBING
DETAILS
REVISED
15 DECEMBER 2015
SHEET NO.
P-502
SHEET NOTES
1.
SEE P-407 FOR
CONTINUATION
WHERE SPACE DOES NOT ALLOW THE BOTTOM HORZONTAL WASTE
BRANCH TO CONNECT TO VERTICAL STACK, THE PLUMBING
CONTRACTOR SHALL OFFSET THE VERTICAL STACK HORIZONTALLY,
THEN CONNECT THE BOTTOM WASTE BRANCE TO THE HORIZONTAL
OFFSET AT A MINIMUM DISTANCE OF TEN PIPE DIAMETERS AWAY FROM
THE VERTICAL STACK.
ARCHITECT
SEE P-407 FOR
CONTINUATION
HKS, INC.
TWO LIVE OAK CENTER
3445 PEACHTREE ROAD, NE, SUITE 675
6" WS
ATLANTA, GA 30326
6" WS
8" WS
ASSOCIATE ARCHITECT
MURRAY AND ASSOCIATES ARCHITECTS
1600 NORTH SECOND STREET
GATE VALVE
CHECK VALVE
HARRISBURG, PA 17102-2499
GATE VALVE
MEP ENGINEER
OS& Y GATE VALVE
(SUPERVISED)
OS& Y GATE VALVE
(SUPERVISED)
AHA CONSULTING ENGINEERS
1801 OLD ALABAMA RD, SUITE 125
ROSWELL, GA 30076
4" BYPASS
6" WS
SITE/CIVIL ENGINEER
MIN. OF 10 x PIPE DIAMETERS OF
SMOOTH PIPE UPSTREAM OF
FIRE PUMP (MINUS ONE ELBOW)
DERCK & EDSON ASSOCIATES
33 SOUTH BROAD STREET
CHECK VALVE
LITITZ, PA 17543
RELIEF VALVE
GEOTECHNICAL ENGINEER
HORIZONTAL FIRE PUMP
CMT LABORATORIES, INC.
2701 CAROLEAN INDUSTRIAL DRIVE
8" WS
STAE COLLEGE, PA 16801
FIRE PUMP
6
STRUCTURAL ENGINEER
SCALE: N.T.S.
P-701
WBCM
100 STERLING PARKWAY, SUITE 108
MECHANICSBURG, PA 17050
4" V
BLOOMSBURG UNIVERSITY
RESIDENCE HALL
& BOOKSTORE
4" V
4" V
3" V
3" V
WB1
LS1
4" V
4" V
JS1
3" S
3"FD-A W/
TRAP GUARD
2" V (TYP)
3" S (TYP)
3" S
4" V
2" V
4" S
4" V
3" WASTE STACK
VENT
4"
3" S
V
WB1
3" WASTE STACK
VENT
4" V
3" V
LS1
JS1
3" S
3"FD-A W/
TRAP GUARD
3" S
2" V
4" V
4" S
3" V
WB1
LS1
4" S
JS1
3" S
3"FD-A W/
TRAP GUARD
3" S
2" V (TYP)
3" S (TYP)
2" V (TYP)
3" S (TYP)
4" S
3" V
2" V
4" S
3" V
4" V
WB1
3" WASTE STACK
VENT
3" WASTE STACK
VENT
LS1
4" S
JS1
3" S
3"FD-A W/
TRAP GUARD
3" S
2" V
WB1
4" V
KEY PLAN
LS1
JS1
3"FD-A W/
TRAP GUARD
3" S
3" S
A
4" S
3" S (TYP)
2" V (TYP)
3" S (TYP)
2" V (TYP)
4" V
2" V
4" S
3" V
3" WASTE STACK
VENT
3" WASTE STACK
VENT
4" S
3" V
B
WB1
4" V
WB1
REVISION
NO.
DESCRIPTION
LS1
3"FD-A W/
TRAP GUARD
JS1
WB1
3" S
DATE
3" S
3" S
3" S
2" S
4" S
4" S
S2
S1
S5
S7
S6
1
SCALE:
2
P-701
SANITARY STACK 2
SCALE:
3
P-701
SANITARY STACK 5
SCALE:
4
P-701
SANITARY STACK 6
SCALE:
5
P-701
SANITARY STACK 7
AHA PROJECT NUMBER
SCALE:
G1215-004.00
12/14/2015 4:21:31 PM
PLOT DATE:
TEMPLATE VERSION: 2.6.8.20141012
P-701
SANITARY STACK 1
DATE
03 DECEMBER 2015
ISSUE
CONSTRUCTION
DOCUMENTS
SHEET TITLE
PLUMBING RISER
DIAGRAMS
REVISED
15 DECEMBER 2015
SHEET NO.
P-701
ARCHITECT
HKS, INC.
TWO LIVE OAK CENTER
3445 PEACHTREE ROAD, NE, SUITE 675
ATLANTA, GA 30326
ASSOCIATE ARCHITECT
MURRAY AND ASSOCIATES ARCHITECTS
1600 NORTH SECOND STREET
HARRISBURG, PA 17102-2499
MEP ENGINEER
AHA CONSULTING ENGINEERS
1801 OLD ALABAMA RD, SUITE 125
ROSWELL, GA 30076
SITE/CIVIL ENGINEER
DERCK & EDSON ASSOCIATES
33 SOUTH BROAD STREET
LITITZ, PA 17543
GEOTECHNICAL ENGINEER
CMT LABORATORIES, INC.
2701 CAROLEAN INDUSTRIAL DRIVE
STAE COLLEGE, PA 16801
STRUCTURAL ENGINEER
NFRH
NFRH
WBCM
100 STERLING PARKWAY, SUITE 108
W6
1"
3/4"
3/4"
WB1
WB1
WB1
3/4"
JS1
TO LAUNDRY
ROOM SINK
1-1/4"
3/4"
1-1/2"
3/4"
1-1/2"
3/4"
1-1/2"
1-1/2"
1-1/2"
1"
1"
1"
110°
3/4"
1-1/4"
3/4"
1"
1/2"
MECHANICSBURG, PA 17050
BALANCING VALVE ASSEMBLY
SET AT 0.5 GPM UNLESS NOTED OTHERWISE
SEE DETAIL 8/P-501 (TYP)
ROOF
W5
W8
1"
110°
SEE FLOOR PLAN FOR
CONTINUATION (TYP)
W4
W7
BLOOMSBURG UNIVERSITY
RESIDENCE HALL
& BOOKSTORE
BALANCING VALVE ASSEMBLY
SET AT 0.5 GPM UNLESS NOTED OTHERWISE
SEE DETAIL 8/P-501 (TYP)
3/4"
SIXTH FLOOR
3/4"
JS1
TO LAUNDRY
ROOM SINK
WB1
WB1
3/4"
WB1
1/2"
3/4"
3/4"
1"
1/2" (TYP)
1-1/4"
1-1/4"
1-1/4"
3/4"
1-1/4"
1-1/4"
SEE FLOOR PLAN FOR
CONTINUATION (TYP)
1-1/4"
1-1/4"
1-1/4"
WB1
2"
JS1
1"
1"
1-1/4"
1-1/4"
2-1/2"
2"
BALANCING VALVE ASSEMBLY
SET AT 0.5 GPM UNLESS NOTED OTHERWISE
SEE DETAIL 8/P-501 (TYP)
TO LAUNDRY
ROOM SINK
2"
1-1/2"
SEE FLOOR PLAN FOR
CONTINUATION (TYP)
1/2"
1"
W3
W3
W3
2"
2"
W3
2"
2"
2-1/2"
2"
2-1/2"
1-1/2"
W6
3/4"
1-1/4"
1-1/2"
1"
1-1/4"
1/2"
1"
FIFTH FLOOR
SEE FLOOR PLAN FOR
CONTINUATION (TYP)
WB1
1"
1"
3/4"
1"
WB1
1"
1"
1" HOT & COLD
WATER TO
RESIDENTIAL
UNITS (TYP)
W3
W3
1 1/2"
3/4"
FOURTH FLOOR
3/4"
3/4"
3/4"
1"
1"
3/4"
1-1/2"
1"
1"
2"
JS1
1/2"
1-1/4"
110°
WB1
1-1/2"
3/4"
1"
110°
WB1
3/4"
1-1/2"
110°
WB1
1-1/4"
TO LAUNDRY
ROOM SINK
110°
3/4"
3/4"
110°
W7
1"
110°
SEE FLOOR PLAN FOR
CONTINUATION (TYP)
1-1/2"
3/4"
THIRD FLOOR
1" HOT & COLD
WATER TO
RESIDENTIAL
UNITS (TYP)
3/4"
3/4"
TO LAUNDRY
ROOM SINK
WB1
WB1
3/4"
WB1
1"
1"
1"
2"
1-1/2"
2-1/2"
1-1/2"
1"
1"
1"
JS1
1/2"
3/4"
3/4"
1"
1/2" (TYP)
1-1/4"
1-1/4"
2"
3/4"
1-1/4"
1-1/4"
2"
1-1/4"
SECOND FLOOR
SEE FLOOR PLAN FOR
CONTINUATION (TYP)
SEE FLOOR PLAN FOR
CONTINUATION (TYP)
1-1/4"
2"
SEE FLOOR PLAN FOR
CONTINUATION (TYP)
1/2"
3/4"
8" TO SPRINKLER SYSTEM, SEE
FLOOR PLAN FOR CONTINUATION
3/4"
3"
1-1/2"
1-1/2"
4"
2-1/2"
1-1/2"
2-1/2"
3"
1-1/4"
W2
W2
2-1/2"
2-1/2"
1-1/2"
2"
2-1/2"
1-1/2"
2"
1-1/2"
2-1/2"
1-1/2"
110°
2-1/2"
4"
4"
2-1/2"
110°
1 1/2"
3"
6"
4"
160°
RPBFP-2, SEE
DETAIL 12/P-501
8"
8"
2-1/2"
DWB
1
SEE DETAIL 9/P-501
WH1
1-1/4"
2-1/2"
TMV-2
(SET @
110°)
TMV-1
(SET @
120°)
4"
3/4"
1-1/2"
2-1/2"
2-1/2"
2-1/2"
4"
36"
160°
WH2
WH3
WH4
TMV-3
(SET @
140°)
4"
FOOD SERVICE
BACK-OF-HOUSE
M
M
2-1/2"
B
110°
110°
3"
140°
4"
KEY PLAN
110°
110°
140°
W2
2"
110°
110°
4"
W2
A
SEE FLOOR PLAN FOR
CONTINUATION (TYP)
110°
2"
FIRST FLOOR
2-1/2"
2"
110°
2-1/2"
2"
110°
1-1/4"
110°
2"
1"
110°
W8
TO LAUNDRY
ROOM SINK
8" COMBINED DOMESTIC
AND FIRE SERVICE, SEE FLOOR
PLAN FOR CONTINUATION
1-1/2"
1"
110°
WB1
W1
110°
WB1
1"
W1
110°
WB1
3/4"
110°
1"
1-1/4"
110°
2-1/2"
1-1/4"
3"
2-1/2"
2-1/2"
1-1/2"
1-1/2"
1-1/2"
W4
2"
2-1/2"
REVISION
NO.
DESCRIPTION
W5
1-1/4"H & CW VALVED AND CAPPED
FOR FOOD SERVICE TENANTS
WATER SUB METER
WITH REMOTE READER
(TYP)
GROUND FLOOR
RPZBFP-1, SEE
DETAIL 7/P-501
PIPE STAND (TYP)
SEE DETAILS
2/P-502 & 13/P-501
WATER METER:
CARLON MODEL C300T
W/ REMOTE "CAR-LOGGER" READER.
PLUMBING CONTRACTOR SHALL
COORDINATE THE EXACT LOCATION OF
READER W/ OWNER / ARCHITECT
PRIOR TO CONSTRUCTION.
2" PRV SET AT 65 PSI, WATTS
LF223S OR SIMILAR
2" PRV SET AT 70 PSI, WATTS
LF223S OR SIMILAR
SEE DETAILS
1/P-502 & 14/P-501
AHA PROJECT NUMBER
G1215-004.00
TEMPLATE VERSION: 2.6.8.20141012
8"DOUBLE DETECTOR
CHECK VALVE ASSEMBLY
SEE DETAIL 11/P-501
DATE
03 DECEMBER 2015
ISSUE
CONSTRUCTION
DOCUMENTS
SHEET TITLE
12/14/2015 4:15:08 PM
1
PLOT DATE:
DATE
P-702
PLUMBING RISER
DIAGRAMS
DOMESTIC WATER RISER DIAGRAM
SCALE: N.T.S.
REVISED
15 DECEMBER 2015
SHEET NO.
P-702
1/2" CW
ARCHITECT
L4
L3
2 1/2" CW
1/2" HW
SA"B"
TWO LIVE OAK CENTER
3445 PEACHTREE ROAD, NE, SUITE 675
ATLANTA, GA 30326
2 1/2" HW
SA"B"
HKS, INC.
SEE FLOOR PLAN
FOR CONTINUATION
1 1/4" CW
3/4" CW
ASSOCIATE ARCHITECT
1 1/2" CW
U2
3/4" HW
1 1/4" CW
MURRAY AND ASSOCIATES ARCHITECTS
1600 NORTH SECOND STREET
HARRISBURG, PA 17102-2499
U1
WC4
MEP ENGINEER
EWC
1/2" HW
AHA CONSULTING ENGINEERS
1801 OLD ALABAMA RD, SUITE 125
WC4
3/4" CW
ROSWELL, GA 30076
3/4" HW
SITE/CIVIL ENGINEER
WC3
2 1/2" CW
SEE FLOOR PLAN
FOR CONTINUATION
2" CW
WC3
2 1/2" HW
1 1/4" CW
33 SOUTH BROAD STREET
1/2" HW
WC4
L4
3/4" HW
2 1/2" HW
2" CW
CMT LABORATORIES, INC.
2701 CAROLEAN INDUSTRIAL DRIVE
1/2" CW
SA"A"
1 1/4" HW
2" CW
2" CW
GEOTECHNICAL ENGINEER
1/2" CW
L3
3/4" CW
LITITZ, PA 17543
2" CW
1 1/2" CW
1 1/2" CW
DERCK & EDSON ASSOCIATES
STAE COLLEGE, PA 16801
L5
1/2" HW
1" HW
STRUCTURAL ENGINEER
3/4" CW
WBCM
2 1/2" HW
100 STERLING PARKWAY, SUITE 108
3/4" HW
1 1/4" CW
3/4" CW
RPZ/BFP
1" HW
3/4"NPW, COORDINATE THE
EXACT LOCATION WITH
LIVE WALL VENDOR
1 1/2" CW
2" CW
2" CW
2 1/2" HW
U2
WC4
1" HW
1/2" CW
U1
3/4"NPW
1/2" HW
L4
1/2" HW
L3
2 1/2" HW
WC3
WC4
WC3
2" CW
WC3
WC3
L4
EWC
1 1/4" CW
L3
3/4" HW
1" HW
JS1
WC4
SA"A"
4"SAN, SEE FLOOR PLAN
FOR CONTINUATION
1/2" HW
1/2" CW
BLOOMSBURG UNIVERSITY
RESIDENCE HALL
& BOOKSTORE
3/4"NPW
1 1/4" CW
2" CW
MECHANICSBURG, PA 17050
SA"C"
2" V
L5
2" V
3"V, SEE FLOOR PLAN
FOR CONTINUATION
2" V
2" V
4" S
2" V
1
P-703
4"SAN, SEE FLOOR PLAN
FOR CONTINUATION
2" V
WATER RISER - PUBLIC TOILETS
2" V
2" V
SCALE: N.T.S.
3"FD-B W/
TRAP GUARD
2" V
2" V
L4
L3
2" V
3" V
2" V
2" V
2" S
U1
3" V
1 1/2" V
WC4
2" S
U2
4" S
3" S
2" V
EWC
WCO
4" S
3" S
WC3
2" S
WC3
3" V
3"FD-A W/ TRAP
GUARD (TYP)
2" V
4" S
3" V
2" S
2" V
2" V
2" V
L4
L3
4" S
2" V
3" S
2" V
2" S
1 1/2" PD
2" S
2" V
4" S
2" S
KEY PLAN
WC4
L5
4" S
3"FD-A W/ TRAP
GUARD (TYP)
2" V
3" V
4" S
2" V
WC4
3" V
2" V
WC3
3" V
4"HUB DRAIN W/
TRAP GUARD, SEE
DETAIL 4/P-501
3"FD-A W/ TRAP
GUARD (TYP)
4" S
4" S
WC3
L4
A
2" S
2" V
6"SAN, SEE FLOOR PLAN
FOR CONTINUATION
2" V
3"FD-A W/ TRAP
GUARD (TYP)
B
WC3
WC3
WCO
L3
L4
2" V
1 1/2" PD
2" V
EWC
REVISION
NO.
DESCRIPTION
4" S
L3
U2
JS1
2" S
2" V
U1
DATE
4" S
2" S
4" S
6" S
WC4
4" S
4" S
4" S
3" S
3"FD-A W/ TRAP
GUARD (TYP)
3" S
2" V
4" S
L5
FCO
4" S
4" S
3"FD-B W/ TRAP GUARD,
COORDINATE EXACT
LOCATION WITH LIVE-WALL VENDOR
4" S
3" S
4" S
G1215-004.00
TEMPLATE VERSION: 2.6.8.20141012
12/14/2015 4:15:32 PM
PLOT DATE:
AHA PROJECT NUMBER
4" S
6" S
DATE
03 DECEMBER 2015
ISSUE
CONSTRUCTION
DOCUMENTS
SHEET TITLE
2
P-703
PLUMBING RISER
DIAGRAMS
SANITARY RISER - PUBLIC TOILETS
SCALE: N.T.S.
REVISED
15 DECEMBER 2015
SHEET NO.
P-703
3/4"GAS B/G FOR OUTDOOR FIRE PIT
ARCHITECT
HKS, INC.
3/4" G (300 CFH)
TWO LIVE OAK CENTER
3445 PEACHTREE ROAD, NE, SUITE 675
ATLANTA, GA 30326
GAS COCK
1" G (470 CFH)
ASSOCIATE ARCHITECT
MURRAY AND ASSOCIATES ARCHITECTS
1600 NORTH SECOND STREET
HARRISBURG, PA 17102-2499
MEP ENGINEER
ELECTRIC SOLENOID VALVE, COORDINATE
WIRING WITH ELECTRICAL CONTRACTOR.
(LOCATE 7'-0'' AFF, COORDINATE W/ OWNER)
AHA CONSULTING ENGINEERS
1" G
1801 OLD ALABAMA RD, SUITE 125
(470 CFH)
ROSWELL, GA 30076
PRESSURE REGULATOR (VENTLESS):
PIETRO FIORENTINI MODEL 30051
INLET= 2 PSI / OUTLET: 11"W.C.
(LOCATE 7'-0'' AFF, COORDINATE W/ OWNER)
(470 CFH) 1" G
SITE/CIVIL ENGINEER
(300 CFH) 3/4" G
DERCK & EDSON ASSOCIATES
33 SOUTH BROAD STREET
LITITZ, PA 17543
GEOTECHNICAL ENGINEER
1" G
CMT LABORATORIES, INC.
(770 CFH) 1" G
(470 CFH)
2701 CAROLEAN INDUSTRIAL DRIVE
STAE COLLEGE, PA 16801
STRUCTURAL ENGINEER
CONNECT FULL LINE SIZE GAS TO EACH OF THREE PIECES
OF EQUIPMENT. REFER TO FOOD SERVICE DRAWINGS FOR
CONNECTION SIZE. INSTALL A GAS COCK AND DIRT LEG AT
EACH CONNECTION POINT.
WBCM
100 STERLING PARKWAY, SUITE 108
MECHANICSBURG, PA 17050
(470 CFH) 2" G
(770 CFH) 1" G
2 1/2" G (5385 CFH)
(4615 CFH) 2" G
PRESSURE REGULATOR (VENTLESS):
PIETRO FIORENTINI MODEL 30153-DC
INLET= 2 PSI / OUTLET: 15"W.C. (MAX. 20" W.C.)
2 1/2" G (5385 CFH)
4" G
CONNECT 4" GAS TO EMERGENCY GENERATOR
REFER TO DETAIL 5/P-501
2 1/2" G (5385 CFH)
BLOOMSBURG UNIVERSITY
RESIDENCE HALL
& BOOKSTORE
2"HEADER 12" ABOVE FLOOR AS
TIGHT TO WALL AS POSSIBLE
(5385 CFH) 2 1/2" G
KEY PLAN
A
B
REVISION
NO.
DESCRIPTION
DATE
NEW GAS METER:
DELIVER 5500 CFH @ 2 PSI,
TOTAL DEVELOED
DESIGN LENGTH IS 400'
2 1/2" G (5385 CFH)
12/14/2015 4:15:50 PM
PLOT DATE:
TEMPLATE VERSION: 2.6.8.20141012
AHA PROJECT NUMBER
G1215-004.00
DATE
03 DECEMBER 2015
ISSUE
CONSTRUCTION
DOCUMENTS
1
P-704
NATURAL GAS RISER
SHEET TITLE
PLUMBING RISER
DIAGRAMS
SCALE: N.T.S.
REVISED
15 DECEMBER 2015
SHEET NO.
P-704