HomeMy WebLinkAboutFile Documents.427 Rio Grande Pl.0016.2019 (71).ACBKBFP
ERD-1
3" DCW
ERD-1
ERD-1
101
102
3" AD-1
2" AD-1
302
302
BFP-2
MECHANICAL
005
ELECTRICAL
003
DATA CENTER
004
STORAGE
006
VESTIBULE
001
ELEVATOR
000
PUMP ROOM
008
RCP-1
1 1/2" DHW
WH-1
1/2" DHWC
SP-1
317
SP-3
203
2"
V
EE-1
w/
EE-MV-1
103
104
BFP-1
1 1/2" DHW
3/4" DHWC
1 1/4" V
204
900
2" SAN UP.
6" ERD-1
6" DCW
4" SAN UP
TO G.C.O.ERD-1
ERD-1
ERD-1
4" SAN
F.C.O.
200
4"
S
A
N
4" F
3/4" DHWC
3" DCW
4"
S
A
N
4"
S
A
N
4" S
AN
4" SAN
1
1
/
2
"
P
D
NP
12
13
F G H IAA
AA
BB
CC
DD
EE
1
2
P8
P7
4" SAN
2" V
2"
S
A
N
4"
S
A
N
4"
S
A
N
2"
V
511
511
2" AD-1
4"
S
T
3"
S
T
4"
S
T
30 GPM (955 SF)
21 GPM (652 SF)
14 GPM (442 SF)
4" ST UP
TO G.C.O.
3/4" DCW
WH-1
2" V
4" SAN
206
2" AD-1
20 GPM (620 SF)
3"
S
T
401
2"
V
2"
V
GI-1 700
4" GW
STORAGE
002
WS-1
WS-2
BT-1
3" D
C
W
701
2 1/2" NG UP.
4" GW UP.4" GW UP.
TO G.C.O.
4" SAN UP.4" SAN UP.
TO G.C.O.
1 1/2"
208
4" SAN
4" ST UP
TO G.C.O.
4" ST UP
TO G.C.O.
6" SAN
211
2" V
4" SAN
4" SAN
212
CHARLES
CUNNIFFE
ARCHITECTS
COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC
SHEET NO.
JOB NO.
2/
6
/
2
0
1
8
4
:
4
5
:
3
5
P
M
P1.01
2016.01.0223
PLUMBING
BASEMENT
LEVEL PLAN
AS
P
E
N
C
I
T
Y
O
F
F
I
C
E
S
42
5
R
I
O
G
R
A
N
D
E
P
L
A
C
E
AS
P
E
N
,
C
O
1/8" = 1'-0"1 PLUMBING BASEMENT LEVEL PLAN
FLAG NOTES (THIS SHEET)
101 PIPING IS NOT ALLOWED TO BE ROUTED OVER DATA CENTER.
102 PIPING IS NOT ALLOWED TO BE ROUTED OVER ELECTRICAL ROOM.
103 1-1/2" DOMESTIC COLD WATER TO DOMESTIC WATER FILL. REFER TO MECHANICAL PIPING
SCHEMATIC ON SHEET M6.01.
104 CIRCUIT SOLVER BALANCING VALVE. TYPICAL
200 ROUTE 4" EXISTING SANITARY FROM EXISTING PARKING GARAGE RESTROOMS TO NEW SANITARY
PIPING.
203 LOCATION OF NEW SAND OIL INTERCEPTOR. PROVIDE ZURN PROCEPTOR MODEL OMC OR
COPELAND OF SIZE INDICATED ON DETAIL.
204 LOCATION OF SAN, REFER TO CIVIL FOR ELEVATIONS AND DETAILS.
206 ROUTE SANITARY FROM ERD-1 TO EXISTING SAND OIL INTERCEPTOR LOCATED IN GARAGE.
208 1-1/2" DRAIN FROM ELEVATOR 000. DISCHARGE INTO ERD-1.
211 LOCATE SP-1 CONTROL PANEL IN STORAGE ROOM 002.
212 LOCATE SP-2 CONTROL PANEL IN PUMP ROOM 008.
302 RUN STORM PIPE FROM ROOF DRAINS TO EXTERIOR OF BUILDING ON THE NORTH WEST SIDE.
317 DAYLIGHT STORM AND STORM OVERFLOW, REFER TO CIVIL PLANS FOR ELEVATION AND DETAILS.
401 CONNECT NEW 2-1/2" NG PIPING TO NG GENERATOR ON BASEMENT LEVEL. ROUTE PIPING IN
TRASH 108 DOWN TO GENERATOR IN BASEMENT.
511 PIPING WITHIN THIS ROOM SHALL ONLY BE THE PIPE REQUIRED TO SERVE THE ROOM.
700 PROVIDE COPELAND GREASE INTERCEPTOR MODEL 11040 AT THIS LOCATION. REFER TO DETAIL
ON SHEET P4.01 FOR MORE INFORMATION.
701 REFER TO DUPLEX WATER SOFTENER DETAIL ON P4.02 FOR DCW CONTINUATION. REFER TO P5.02
EQUIPMENT SCHEDULES FOR MORE INFORMATION.
900 PROVIDE DRAIN PAN BELOW ALL PIPING IN THIS ROOM.
ISSUE: DATE:
50% DD 10/30/17
100% DD 12/12/17
PERMIT 02/07/18
03/16/2019
Vents cannot be tied
together until 12"
above the top of the
grease interceptor.
Provide through penetration fires stop
details for all plumbing penetrations of
fire-resistance rated assemblies.
A
11
11
C
C
D
D
D.5 D.5
E
E
33
MSB-1
TRASH
108
MENS
102
A
L-1
L-1
L-1
WC-1 UR-1
WC-2
FD-1
EWC-1
LOBBY
101
STAIR
S001
VEST
107
WOMENS
103ELEC
106
JANITOR
105
TD
104
ELEVATOR
000
WC-1
L-1
WC-2
FD-1
B
WH-1
3/4" DCW
TD-1
6" ST
6" OST
6" ST
6" OST
317
316315
315
WH-1
104
2" SAN DN.
WC-1
G.C.O.
205
2" SAN
901
12
12
13
13
F
F
G
G
H
H
I
I
AA
AA
BB
BB
CC
CC
DD
DD
EE
EE
1 1
2 2
P8 P8
P7 P7
G.C.O.
G.C.O.
207
G.C.O.
G.C.O.
2 1/2" NG DN.402
G.C.O.G.C.O.
GI-1 700
4" GW UP.4" GW DN.
205
CHARLES
CUNNIFFE
ARCHITECTS
COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC
SHEET NO.
JOB NO.
2/
6
/
2
0
1
8
4
:
4
5
:
3
7
P
M
P1.02
2016.01.0223
PLUMBING
MAIN LEVEL
PLAN
AS
P
E
N
C
I
T
Y
O
F
F
I
C
E
S
42
5
R
I
O
G
R
A
N
D
E
P
L
A
C
E
AS
P
E
N
,
C
O
1/8" = 1'-0"1 PLUMBING MAIN LEVEL PLAN
FLAG NOTES (THIS SHEET)
104 CIRCUIT SOLVER BALANCING VALVE. TYPICAL
205 REFERENCE DOUBLE CLEAN OUT DETAIL.
207 2" SANITARY SERVING EWC-1 ON FLOOR ABOVE.
315 6" STORM UP.
316 6" STORM OVERFLOW UP.
317 DAYLIGHT STORM AND STORM OVERFLOW, REFER TO CIVIL PLANS FOR ELEVATION AND DETAILS.
402 NEW NATURAL GAS METER WITH PRESSURE REGULATOR AT GRADE LEVEL BY OWNER. 14" W.C.
OUTLET PRESSURE, 954 CFH CONNECTED LOAD, 100 FT TOTAL DEVELOPED LENGTH.
700 PROVIDE COPELAND GREASE INTERCEPTOR MODEL 11040 AT THIS LOCATION. REFER TO DETAIL
ON SHEET P4.01 FOR MORE INFORMATION.
901 PIPING WITH THESE ROOMS SHALL ONLY BE THE PIPE REQUIRED TO SERVE THESE ROOMS.
ISSUE: DATE:
50% DD 10/30/17
100% DD 12/12/17
PERMIT 02/07/18
03/16/2019
DN
A11
11
C
C
3
MSB-1
A
L-1
L-1
L-1
WC-1
WC-1
UR-1
WC-2
FD-1
EWC-1
STAIR
S001
WOMENS
203
MENS
202
TD
204
JANITOR
205
ELEC
206
ELEVATOR
000
WC-2
L-1
B
FD-1
2" ST
3" ST
3" ST
EWC-1
2"
S
T
2" ST
2" ST
3 " S T
307306
308
4"
S
T
2" ST
2" ST
305
2" ST
2"
S
T
2" ST
3" ST
4" ST
4" ST
3" ST
3" ST
2"
S
T
4"
S
T
3/4" DCW
2" V
3/
4
"
D
C
W
2"
V
104
WC-1
901
12
12
13
13
F
F
G
G
H
H
I
I
AA
AA
BB
BB
CC
CC
DD
DD
EE
EE
1 1
2 2
P8 P8
P7 P7
4" GW UP & DN.
ELEVATOR
000
209
CHARLES
CUNNIFFE
ARCHITECTS
COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC
SHEET NO.
JOB NO.
2/
6
/
2
0
1
8
4
:
4
5
:
3
8
P
M
P1.03
2016.01.0223
PLUMBING
MIDDLE LEVEL
PLAN
AS
P
E
N
C
I
T
Y
O
F
F
I
C
E
S
42
5
R
I
O
G
R
A
N
D
E
P
L
A
C
E
AS
P
E
N
,
C
O
1/8" = 1'-0"1 PLUMBING MIDDLE LEVEL PLAN
FLAG NOTES (THIS SHEET)
104 CIRCUIT SOLVER BALANCING VALVE. TYPICAL
209 PIT DRAIN TO BE ROUTED TO PUMP ROOM 008, DISCHARGING INTO ERD-1. REFER TO SHEET P1.01
FOR CONTINUATION.
305 2" STORM UP. TYPICAL.
306 6" STORM RISER.
307 6" STORM OVERFLOW RISER.
308 4" STORM UP.TYPICAL.
901 PIPING WITH THESE ROOMS SHALL ONLY BE THE PIPE REQUIRED TO SERVE THESE ROOMS.
ISSUE: DATE:
50% DD 10/30/17
100% DD 12/12/17
PERMIT 02/07/18
03/16/2019
Where do the storm
drains discharge?
RD
RD
RD
RD
RD
RD
RD
RD
RD
RD
RD
RD
A
11
11
C
C
D
D
33
MSB-1
6" ST 6" OST
MEETING ROOM
309
A
WC-1
UR-1
WC-2
FD-1
EWC-1
28 GPM (877 SF)
6 GPM (193 SF) 2"
26 GPM (839 SF) 3"
26 GPM (839 SF) 3"
WC-1
WC-2
FD-1
L-1
L-1L-1
L-1 B
28 GPM (877 SF)
28 GPM (877 SF)
28 GPM (877 SF)
6 GPM (193 SF) 2"
8.5 GPM (241 SF)
WH-1
1" DCW
303
304
303
304
303
3043" DD-1
3" DD-1
3" OST
3" ST
4" PD-1
3" PD-1
2" DD-1
2" DD-1
3" OST
2"
S
T
WH-1
3/4" DCW
3.5 GPM (105 SF)
8.5 GPM (265 SF)
47 GPM (1511 SF)
2" DD-1
4" PD-1
3" PD-1
47 GPM (1511 SF)
76 GPM (2412 SF)
76 GPM (2412SF)
309
309
309
309
4" ST3" ST
20 GPM (614 SF)
2" ST
3" ST
3" OST
4"
S
T
4"
O
S
T
305
3" OST 4" DSN-1
2" DSN-1
3" PD-1
311
313
3/4" DCW
MENS
302WOMENS
303
LOBBY
301
VEST
307
OFFICE
308
MEETING ROOM
310
TD
304
ELEVATOR
000
JANITOR
305
104
WC-1
1-1/2" DCW &
1" DHW
VALVE AND CAP
FOR FUTURE
901
1" DCW UP TO
ROOF HYDRANT
12
12
13
13
F
F
G
G
H
H
I
IAA
AA
BB
BB
CC
CC
DD
DD
EE
EE
1 1
2 2
P8 P8
P7 P7
3" DD-1
3" DD-1
4" GW DN
3" V UP
W.C.O.
210
CHARLES
CUNNIFFE
ARCHITECTS
COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC
SHEET NO.
JOB NO.
2/
6
/
2
0
1
8
4
:
4
5
:
4
0
P
M
P1.04
2016.01.0223
PLUMBING
UPPER LEVEL
PLAN
AS
P
E
N
C
I
T
Y
O
F
F
I
C
E
S
42
5
R
I
O
G
R
A
N
D
E
P
L
A
C
E
AS
P
E
N
,
C
O
1/8" = 1'-0"1 PLUMBING UPPER LEVEL PLAN
FLAG NOTES (THIS SHEET)
104 CIRCUIT SOLVER BALANCING VALVE. TYPICAL
210 4" GREASE WASTE STUB-OUT WITH CLEAN OUT.
303 3" STORM UP. TYPICAL.
304 3" STORM OVERFLOW UP. TYPICAL.
305 2" STORM UP. TYPICAL.
309 POINT OF CONNECTION FOR ARCHITECTURAL SLOT DRAIN. REFER TO P1.03 FOR CONNECTION SIZE.
311 2" STORM UP IN WALL FOR CONNECTION TO RD-2. REFER TO SHEET P1.05.
313 4" STORM UP IN WALL FOR CONNECTION TO RD-2. REFER TO SHEET P1.05.
901 PIPING WITH THESE ROOMS SHALL ONLY BE THE PIPE REQUIRED TO SERVE THESE ROOMS.
ISSUE: DATE:
50% DD 10/30/17
100% DD 12/12/17
PERMIT 02/07/18
03/16/2019
A
11
11
52 GPM (1650 SF)
52 GPM (1650 SF)
46 GPM
(1460 SF)
46 GPM (1460 SF)
RH-1
300
3" RD-1
3" RD-1
3" RD-1
3" ORD-1
3" ORD-1
3" ORD-1
202
2" RD-2
2" RD-2
2" RD-2
4" RD-2
310
310
312
510
12
12
13
13
F
F
G
GAA
AA
BB
BB
CC
CC
DD
DD
EE
EE
1 1
2 2
P8 P8
P7 P7
300
300
300
3" RD-1
3" ORD-1
3"VTR
CHARLES
CUNNIFFE
ARCHITECTS
COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC
SHEET NO.
JOB NO.
2/
6
/
2
0
1
8
4
:
4
5
:
4
1
P
M
P1.05
2016.01.0223
PLUMBING
ROOF PLAN
AS
P
E
N
C
I
T
Y
O
F
F
I
C
E
S
42
5
R
I
O
G
R
A
N
D
E
P
L
A
C
E
AS
P
E
N
,
C
O
1/8" = 1'-0"1 PLUMBING ROOF PLAN
FLAG NOTES (THIS SHEET)
202 4" VENT THROUGH ROOF.
300 PROVIDE HEAT TRACE AROUND DRAIN AND INTO GUTTER AND DOWNSPOUT, TYPICAL.
310 2" STORM DOWN IN WALL FOR CONNECTION TO DSN-1. REFER TO SHEET P1.04.
312 4" STORM DOWN IN WALL FOR CONNECTION TO DSN-1. REFER TO SHEET P1.04.
510 3" FIRE RISER FOR CONNECTION TO ROOF MANIFOLD. PIPING MUST BE ROUTED IN 2 HOUR RATE
ENCLOSURE TO MANIFOLD.
ISSUE: DATE:
50% DD 10/30/17
100% DD 12/12/17
PERMIT 02/07/18
03/16/2019
Inaccessible for
maintenance.
PS
PS
FS
S
DUPLEX SEWAGE EJECTOR DETAIL - FIBERGLASS
NO SCALE
NOTES:
1. THE SUMP PUMP MANUFACTURER SHALL PROVIDE:
PUMPS, BASIN(S), COVERS, LIFTING CABLES,
DISCONNECT SYSTEM, INLET/OUTLET SEALS, PUMP
CONTROLS, PUMP CONTROL WIRING, PUMP POWER
WIRING AND ALL ADDITIONAL APPURTENANCES
REQUIRED FOR COMPLETE AND FUNCTIONAL
SYSTEM.
2. SEAL INLET/OUTLET PENETRATIONS ALONG WITH ALL
JOINTS WITH A MANUFACTURER APPROVED
METHOD.
3. INSTALL SUMP ENCLOSURE ON 4" MINIMUM OF 95%
COMPACTED BEDDING MATERIAL OVER
UNDISTURBED NATIVE SOIL.
SEWAGE EJECTOR DUPLEX
ALARM/CONTROL PANEL
POWER BY
DIVISION 26
CONTRACTOR
CONTROL MONITORING
BY DIVISION 23
CONTRACTOR
FLOAT SWITCHES,
(TYPICAL). PROVIDE
OFF, 1 PUMP ON, 2
PUMPS ON AND HIGH
LEVEL SWITCHES.
SET FLOATS AT
LEVELS
RECOMMENDED BY
THE MANUFACTURER.
SE-#, DUPLEX SEWAGE EJECTORS SEE SPECIFICATIONS.
PROVIDE POWER FEEDS OF LENGTH ACCEPTABLE TO
CODE. ONE PUMP SHOWN FOR CLARITY.
PUMP GUIDE RAIL AND
DISCONNECT SYSTEM
FOR EASE OF REMOVAL
AND SERVICING;
PROVIDED BY PUMP
MANUFACTURER.
(TYPICAL)
UPPER GUIDE RAIL
BRACKET (TYPICAL)
PUMP DISCHARGE
REFER TO PLANS FOR
CONTINUATION
GATE VALVE
(TYPICAL)
CHECK VALVE
(TYPICAL)
ELECTRICAL CONDUIT, COORDINATE SIZE
AND ROUTING INSTALLATION
REQUIREMENTS WITH DIVISION 26
CONTRACTOR
PUMP LIFTING
CABLE (TYPICAL)
FLOAT CONTROL
JUNCTION BOX (NEMA 6)
3" SUMP VENT
6" SANITARY SEWER
36" DIA. FIBERGLASS SUMP BASIN
WITH SEALED ACCESS LID. 12'0"
DEPTH.
7'
-
0
"
AUTOMATIC ELECTRIC ELEVATOR
SUMP PUMP DETAIL
NO SCALE
COMBINATION WATER ENTRY PIPING DETAIL
NO SCALE
6"
BY PLUMBING
CONTRACTOR
BY FIRE PROTECTION
CONTRACTOR
SEE COMBINED WATER
AND FIRE ENTRY DETAIL
3"
3"
2-1/2"
1-1/2"
3"
4"
4"
TO PREACTION
SPRINKLER
SYSTEM
DATA CENTER SINGLE
INTERLOCK PREACTION SYSTEM
DRAIN RISER
ADJACENT TO
STANDPIPE RISER
ROOF MANIFOLD AT
PLAZA LEVEL
TO MANUAL
WET
STANDPIPE
RISER
3"
WATER &/OR FIRE ENTRY; IRON
NO SCALE
L
W
6"
TOTAL WATER
CAP. APPROX.
DIMENSIONS
(INCHES)
330
800
1190
1600
W L A B C D E
48" 72" 48" 24" 22" 24" 10"
48" 96" 64" 32" 40" 42" 23"
72" 96" 64" 32" 40" 42" 23"
72" 144" 96" 48" 40" 42" 23"
6"
5' MIN.
FROM BLDG.
ALL SIDES
4"
CD=C+2"
CHAMBER
SECONDARY
CHAMBER
PIPE O.D. +2"
CAST IRON TRAFFIC LIDS
REQUIRED IN AREAS SUBJECT
TO VEHICLE ROLLOVER.
CLEANOUT, TYP.
COMBO OR WYE AND 1/8
BEND.
VENT THRU ROOF OR
COMBINE WITH COMMON VENT
SYSTEM.
SUPPORT BRACKETS REQUIRED
ON ALL CAST IRON PIPING
INSTALLATIONS 36" ON CENTER.A
TO SEWER
GRADE
TOP OF VAULT BELOW FINISHED
GRADE OR AT GRADE IF BELOW
GRADE, RING AND COVER SHALL
BE ADJUSTED TO FINAL GRADE
USING A MINIMUM OF 4" GRADE
RING(S) AND A MAXIMUM OF 36"
GRADE RING(S). A CONE IS
REQUIRED FOR GREATER.
LOCATION (TYP.)
2" VENT IN TOP OF
SLAB.
PRIMARY
B
WATER
LEVEL
BAFFLE
WALL
24" STD. COVER.
NON-SHRINK GROUT
AROUND ALL PIPE
OPENINGS (TYP).
PRECAST REINF. CONC.
TOP SLAB
(REMOVABLE) LIFTING
RINGS AT 4 CORNERS.
CAPACITY CHART
PLAN
SECTION
GREASE INTERCEPTOR DETAIL
NO SCALE
SAN
TEE
9"
90°
BEND
12"
12"1.5"-2"
12" MIN.
E
C
6" CONC. FILLET
ALL AROUND
STEEL REINFORCEMENT IN
TOP AND BOTTOM SLABS AND
WALL TO BE SPECIFIED BY
ARCH/ENG FOR H-20 LOADS.
14"
MIN.
8"
MIN.
AS REQUIRED
(12" MIN)
1840 72" 46" 48" 28"
2080 72" 52" 54" 32"
2560 72" 64" 68" 41"
3040 72" 76" 78" 50"
3280 72" 82" 84" 55"
3520 72" 88" 90" 59"
GREASE CAP.
APPROX.
(GALLONS) (CU. FT.)
13
41
61
84
103
117
150
183
202
216
144"
144"
144"
144"
144"
144"
96"
96"
96"
96"
96"
96"
48"
48"
48"
48"
48"
48"
I.E. = __________I.E. = __________
L
W
6"RATED
CAPACITY
DIMENSIONS
(INCHES)
300
750
1000
1500
W L A B C D E
48" 72" 48" 24" 21" 14" 7"
48" 96" 64" 32" 38" 25" 13"
72" 108" 72" 36" 30" 20" 10"
72" 120" 80" 40" 40" 27" 13"
6"
5' MIN.
FROM BLDG.
ALL SIDES
E
4"CD
F
G
CHAMBER
SECONDARY
CHAMBER
PIPE O.D. +2"
CAST IRON TRAFFIC LIDS
REQUIRED IN AREAS SUBJECT
TO VEHICLE ROLLOVER.
CLEANOUT, TYP.
COMBO OR WYE AND 1/8
BEND.
VENT THRU ROOF
INDEPENDENTLY.
SUPPORT BRACKETS
REQUIRED ON ALL CAST
IRON PIPING
INSTALLATIONS 36" ON
CENTER.
A
TO SEWER
GRADE
NOTE: F=C+2"
NOTE: G=D-2"
TOP OF VAULT BELOW FINISHED
GRADE OR AT GRADE IF BELOW
GRADE, RING AND COVER SHALL
BE ADJUSTED TO FINAL GRADE
USING A MINIMUM OF 4" GRADE
RING(S) AND A MAXIMUM OF 36"
GRADE RING(S). A CONE IS
REQUIRED FOR GREATER.
LOCATION (TYP.)
2" VENT IN TOP OF
SLAB.
PRIMARY
90 DEGREE
ELL
B
NON-SHRINK
GROUT REQUIRED.
WATER
LEVEL
BAFFLE
WALL
24" STD. COVER.
NON-SHRINK GROUT
AROUND ALL PIPE
OPENINGS (TYP).
PRECAST REINF. CONC.
TOP SLAB
(REMOVABLE) LIFTING
RINGS AT 4 CORNERS.
CAPACITY CHART
PLAN
SECTION
SAND & OIL INTERCEPTOR DOUBLE COMPARTMENT DETAIL
NO SCALE
I.E. = __________I.E. = __________
ELECTRIC WATER HEATER
PIPE
RELIEF
VALVE TO
FLOOR
DRAIN.
HOT
WATER TO
SYSTEM.
COLD
WATER
SUPPLY.
HOT WATER CIRC.
FROM FIXTURES.
THERMAL EXP.
ABSORBER
PRESSURE GAUGE
RECIRC. PUMP.
SUPPORT
FROM FLOOR.
GRATE
ELEVATOR PIT FLOOR
PUMP ALARM
SENSOR
ALARM PANEL
NOTE:
INSTALL PUMP AND ACCESSORIES PER
MANUFACTURES INSTRUCTIONS
FINISH FLOOR
ESP-1
(50 GPM PER
ELEV CAR MIN)
GRADE
SERVICE
CEMENT LINED
DUCTILE IRON
SERVICE.BASEMENT FLOOR.
C.I. HUB TO FLANGED
ADAPTER.
TIE RODS; TYP.
SEAL W/ 2 PART
POLYSULFIDE CAULKING.
WALL SLEEVE; I.D. = 4"
LARGER THAN O.D. OF PIPE
WITH WATER SEAL.
THRUST BLOCK AT 1 ELL.
PROVIDE OFFSET IN PIPE WITH 3
ELLS FOR PIPE MOVEMENT. SEE
DETAIL.
BASEMENT WALL.
NOTES:
1. VERIFY SERVICE PIPE MATERIAL TYPE
WITH LOCAL WATER UTILITY
2. SERVICE PIPE ELEVATION SHALL BE
SET TO ENSURE NO LESS THAN 6' OF
COVER OR THE COVER DEPTH
REQUIRED BY THE AHJ; THE DEEPER
DEPTH SHALL APPLY. IT IS
ACCEPTABLE FOR PIPE DEPTH TO BE
LOWER THAN THIS REQUIREMENT.
DRAIN VALVE
PIPE TO
FLOOR DRAIN
TYP.
STANDPIPE
SYSTEM
MAIN
MIN. 4"
DOMESTIC WATER HEATER DETAIL
NO SCALE (ELECTRIC)
EXTERIOR
HORN
WALL
5'-0" MAX.
1'-6" MIN.
LIGHT AND
WATER
GRADE
FLANGE
SERVICE
4'-0"
MIN.
1/2"
F
BALL DRIP
AUTOMATIC
PIPE TO FLOOR
DRAIN VALVE,
PREVENTER
BACKFLOW
FLOOR
DRAIN, TYP.
PRESSURE GA. (TYP)
INSTALL FUNNEL AND DRAIN BELOW
PURGE DRAIN OF BFP-1 ROUTE
COMBINED DRAIN TO ERD. PROVIDE
FS999 DOWN STREAM OF COMBINED
DRAIN.
1" NP TO
MECHANICAL FILL
SEE PLANS FOR
CONTINUATION
FIRE DEPT.
CONNECTION FOR
MANUAL WET
STANDPIPE AND
SPRINKLER SYSTEM.
SEE PLANS FOR
LOCATION.
METER
1-1/2" NP TO SITE
IRRIGATION SEE PLANS
FOR CONTINUATION
NON-UTILITY BAS SYSTEM METER
ON PLANS FOR CONTINUATION
SEE DOMESTIC WATER LINE
3" TO ASPEN CITY OFFICES
UTILITY METER, INSTALL PER
PRV, CLA-VAL 90-01
OR EQUIVALENT, TYP
ASPEN WATER DEPARTMENT
METER BYPASS WITH LOCKING VALVE
AND PARALLEL BFP PER WATER DEPT, TYP
NP METER & BFP CAN BE LOCATED IN MECHANICAL ROOM, TYP
PIPE TO
DRAIN VALVE,
FLOOR DRAIN,
TYP.
CAFAC-1
AIR
COMPRESSOR
CONDENSATE
DRAIN
PREACTION VALVE
ASSEMBLY
LOCATION PIPE TO OUTSIDE.
TEST VALVE AT MOST REMOTE
SEE FIRE SPRINKLER
FLOOR CONTROL
VALVE ASSEMBLY
DETAIL MAIN, MIDDLE,
AND UPPER FLOORS
SPRINKLER ZONE
VALVES OFF OF
MANUAL WET
STANDPIPE.
LOCATION PIPE TO OUTSIDE.
TEST VALVE AT MOST REMOTE
BASEMENT ZONE (WET PIPE AREA)
1" NP TO FUTURE EVAP
SECTION ON AHU-1 WATTS FLOOD PROTECTION SHUT DOWN
CONTROL VALVE, MODEL LFF113RFP.
PROVIDE FS999 FLOW SENSOR AND JB113
CONTROL BOX AS REQUIRED.
CHARLES
CUNNIFFE
ARCHITECTS
COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC
SHEET NO.
JOB NO.
2/
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ISSUE: DATE:
50% DD 10/30/17
100% DD 12/12/17
PERMIT 02/07/18
03/16/2019
2 1 "2
5 6
1 2 3 4
9
8 7
FS
12" MIN
NOTE:
ALL THREADED JOINT MAKE UP
SHALL BE ACCOMPLISHED WITH
APPROVED JOINT COMPOUND FOR
NATURAL AND MFGRD GAS. MAKE
UP WITH NO LESS THAN 2
THREADS SHOWING. TEST FOR
LEAKS AS REQ'D BT
SPECIFICATIONS.
DIRT LEG
APPLIANCE
CONNECTION
MALLEABLE UNION
MALLEABLE TEE, STD OR
REDUCING AS REQ'D
CLOSE NIPPLE
3/4 & 1" SIZE: USE GROUND
JOINT GAS COCK, OVER 1" USE
LUBRICATED PLUG COCK OR
RATED & APPROVED BALL VALVE
PRIMARY GAS SUPPLY TO
APPLIANCE SEE DRAWING
FOR SIZE
6" MIN
FULL
SUPPLY
PIPE SIZE
MALLEABLE CAP
ALL NIPS
TBE (TYP)
ROUGH
GRADE
8"
3"
FINISHED GRADE IN
LANDSCAPE
LANDSCAPE BOX -
MARKED C.O.
LAWNLAWN PROVIDE HEAVY DUTY
CAST-IRON COVER UNLESS
ALTERNATE COVER APPROVED
BY AHJ AND OWNER
HEAVY DUTY CAST-IRON
STREET GRADE COVER
(DRIVE AREA)
PAVEMENT
SUB-GRADE
CLEAN-OUT
PLUG
PVC/ABS
BODY
ALL CLEAN-OUT ADAPTERS
ARE TO BE GLUED IN PLACE
NICKEL BRONZE
ADJUSTABLE
HEAD ASSEMBLY.
ADJUSTABLE FLOOR
CLEAN-OUT FOR FOOT
TRAFFIC
FINISHED
GRADE
ROUGH FLOOR
SLAB
EXTERIOR INTERIOR
RE: PLBG DWGS
FOR SIZES
FILL ANNULAR SPACE WITH NON
HARDENING, ADHESIVE TYPE
WATER & GAS TIGHT SEALANT
FOUNDATION WALL
WALL SLEEVE 4" LARGER
I.D. THAN O.D. OF SEWER
PIPE WITH WATER PROOF
FLANGE CAST-IN PLACE
TO SEWER
RE: PLBG DWGS
FOR SIZES
D.I. OR C.I. HUB &
SPIGOT PIPE "SV"
WEIGHT
4" MIN. RE: PLBG
DWG SIZES
6" MIN.
NOTE:
WALL SLEEVE REQUIRED
WHERE FOUNDATION WALL
IS PENETRATED. SEE
PLANS.
18" DIA. POURED CONCRETE RING.
SLOPE AWAY FROM CLEAN-OUT
PLUG
TOP OF MULCH
OR ROCK
WALL CLEANOUT DETAIL
NO SCALE
PRESSURE REGULATOR
10" MIN
CAPPED TEE
CAPPED TEE
PRESSURE
REGULATOR
ISOLATION
VALVE
LOCATE TEES TO
PROVIDE ACCESS FOR
INSTALLATION OF
MEASURING DEVICES
GPR VENT ROUTED TO BUILDING EXTERIOR
AND PROVIDE WITH MANUFACTURER'S
APPROVED VENT CAP. VENT PIPING SHALL
NOT BE SMALLER THAN THE VENT
CONNECTION AND MULTIPLE GPR VENTS
ARE NOT ALLOWED TO BE COMBINED.
GAS PRESSURE REGULATOR DETAIL
NO SCALE
FLAG NOTES THIS DETAIL:
DOUBLE CLEANOUT DETAIL
NO SCALE
FLOOR CLEANOUT DETAIL NO SCALE
DUPLEX WATER SOFTENER DETAIL
NO SCALE
GAS CONNECTION DETAIL
NO SCALE
SANITARY OR STORM BLDG. DRAIN THRU WALL
NO SCALE
SCHEMATIC DETAIL FOR FIRE SPRINKLER
FLOOR CONTROL VALVE ASSEMBLY
MAY EXTEND AS
A WASTE OR
VENT.
WALL
PLUGGED TEE
WITH CLEANOUT.
CHROME WALL
COVER AND
SCREW
FLOOR LINE
BALANCE OF PIPING
SAME AS CLEANOUT
TO GRADE.
1'
-
0
"
1/8 BEND
6"
FLOOR LINE
CLEANOUT AND ACCESS
COVER. TOP OF COVER
TO BE FLUSH W/TOP OF
FLOOR.
16" SQ. CONC. PAD
TROWEL SMOOTH &
EDGE
BRASS CLEANOUT
PLUG W/COUNTER
SUNK HEAD
FINISHED GRADE
1/8 C.I. BEND
C.I. WASTE LINE.
LENGTH TO SUIT.
1/8 BEND IF CLEANOUT
OCCURS AT END OF LINE
WASTE LINE
CLEANOUT TO GRADE (COTG)
BALANCE OF PIPING
SAME AS CLEANOUT
TO GRADE
1/8 C.I. BEND
DRAINS TO ERD.
EXTEND AND AIR-GAP SOFTENER
BACKWASH, SOFTENER & BRINE
CONTROL VALVE
DRAIN LINE
BRINE LINE
BACKWASH LINE TO 4"
MIN SIZE FLOOR DRAIN
WATER SOFTENER
JACK LEGS
TYP: OF 3
STEP LEG LEVELERS
MANUAL BYPASS BALL
VALVE NORMALLY CLOSED
UNION
EMERGENCY
SOFT WATER OUT
DO NOT OPEN EXCEPT IN
BALL VALVE
REGENERATION
CONTROL VALVE
TAG: NORMALLY CLOSED
DRAIN LINE
MANHOLE
INSERTION
WATER SOFTENER
BACKWASH LINE
JACK LEGS
DRAIN VALVE
CONTROL VALVE
4"ERD
BRINE TANK
FLOW SENSOR
BALL VALVE
UNION
CONTROL VALVE
REGENERATION
CONTROL VALVE
HARD WATER IN
ALL PIPING AND FITTINGS SHOWN
HATCHED ARE NOT FURNISHED
WITH SOFTENER
NOTE:
FLOW SENSORFLOOR CLEANOUT (FCO)
CLEANOUT NOT TO BE
LOCATED IN CARPETED AREA
GRADE
BASEMENT FLOOR.
BASEMENT WALL.
WALL SLEEVE; I.D. = 4"
LARGER THAN O.D. OF PIPE.
STORM OR SANITARY
BLDG. DRAIN.
CAULK W/ 2 PART POLYSULFIDE
CAULKING.
NO SCALE
TO WET PIPE
SPRINKLER SYSTEM
WET PIPE SPRINKLER
SYSTEM RISER
DRAIN RISER, 3" MINIMUM
1. INDICATING SHUT-OFF VALVE PER NFPA 13.
2. CHECK VALVE.
3. PRESSURE GAUGE, TYP.
4. PRESSURE REDUCING VALVE,* SET TO LIMIT THE STATIC/RESIDUAL
PRESSURE TO 165 PSI.
5. PRESSURE RELIEF VALVE.*
6. FLOW SWITCH TO FIRE ALARM SYSTEM.
7. COMBINATION TEST AND DRAIN VALVE WITH RESTRICTION ORIFICE, EQUAL
TO THE SMALLEST FLOW FROM A SPRINKLER HEAD.
8. SIGHT GLASS.
9. A RISER MANIFOLD ASSEMBLY CONTAINING COMPONENTS INDICATED BY
NOTES 3, 6, 7 AND 8, AS AN ALTERNATE TO USING COMPONENTS INDICATED
BY NOTES 3, 6, 7 AND 8 SEPARATELY.
THE PRESSURE REDUCING VALVE AND ASSOCIATED PRESSURE RELIEF
VALVE MAY BE OMITTED FOR UPPER FLOORS IF STATIC PRESSURE
(PUMP CHURN PRESSURE AND THE PUBLIC SUPPLY PRESSURE) AT
THAT FLOOR IS LESS THAN 175 PSI.
*NOTE:
CHARLES
CUNNIFFE
ARCHITECTS
COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC
SHEET NO.
JOB NO.
2/
6
/
2
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8
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4
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P4.02
2016.01.0223
PLUMBING
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P-Fixture_Master_Schedule/PLUMBING FIXTURE AND EQUIPMENT SCHEDULE
PLAN FIXTURE ICC/ANSI A117.1 MANUFACTURER SERIES TRIM SERIES SUPPLIES TRAP / DRAIN CW HW / WASTE VENT WATER NOTES / REMARKS
CODE COMPLIANT #WASTE TEPID CONSUMPTION
BFP-1 REDUCED PRESSURE ---FEBCO 860 / LF880V --- --- INTEGRAL --- --- SEE --- --- --- --- W/MANUFACTURER'S MATCHING
PRIN. BACKFLOW PREVENTOR 2-1/2" - 10"PLANS AIR GAP DRAIN
BFP-2 REDUCED PRESSURE ---FEBCO 860 / LF880V --- --- INTEGRAL --- --- SEE --- --- --- --- W/MANUFACTURER'S MATCHING
PRIN. BACKFLOW PREVENTOR 2-1/2" - 10"PLANS AIR GAP DRAIN
DD-1 DECK DRAIN ---J.R. SMITH 1470-C --- --- --- --- --- --- --- SEE --- ---
PLANS
DSN-1 DOWNSPOUT ---J.R. SMITH 1770 --- --- --- --- --- --- --- SEE --- --- MOUNT 24" ABOVE FIN. GRADE
NOZZLE JOSAM 25010 PLANS
EE-MV-1 EYE WASH ---GUARDIAN G3600LF --- --- W/ISO. --- --- 3/4" 3/4" --- --- ---
2, ANSI Z358.1-2004 COMPLIANT
MIXING VALVE VALVE
EE-1 EMERGENCY EYE WASH, BARRIER
FREE
YES - ANSI A117.1 GUARDIAN GBF1750 --- --- W/ISO. --- --- --- 1/2" --- --- 3.5 GPM
COMPLIANT VALVE 2,10
ERD-1 EQUIPMENT ---J.R. SMITH 2410 --- --- --- P-TRAP INTEGRAL --- --- 4" 2" ----
9, HINGED GRATE
ROOM DRAIN JOSAM 35130
MEDIUM DUTY, W/SEDIMENT BUCKET
EWC-1 ELECTRIC WATER COOLER YES - ANSI A117.1 ELKAY VRCTLR8WSK --- --- W/STOP P-TRAP INTEGRAL 3/4" --- 2" 1-1/2" ---
11, ELECT: 120/1v, 5 FLA, PLUG-IN
BI-LEVEL, WM W BOTTLE FILLER COMPLIANT
FCO FLOOR CLEANOUT ---J.R. SMITH 4020/4040 --- --- --- --- --- --- --- SEE --- ---
JOSAM 55000-1/-1SQ PLANS
FD-1
FLOOR DRAIN ---J.R. SMITH 2010-A/B --- --- --- P-TRAP INTEGRAL --- --- 2" 1-1/2" ---
JOSAM 9
L-1 LAVATORY YES - ANSI A117.1 AMERICAN 0491.019 SLOAN EAF 250 W/STOPS OFFSET GRID 1/2" 1/2" 1 1/2" 1 1/2" 0.5 GPM
7, 10
CHINA, CT COMPLIANT STANDARD RONDALYN P-TRAP 4" CENTER SET
MSB-1 MOP SERVICE BASIN ---FIAT TSB - 700 AMERICAN 8344.012 INTEGRAL P-TRAP 1453-BB 1/2" 1/2" 3" 2" 3.0 GPM 1
TERRAZO 36"x24"x12" STANDARD
ORD-1 OVERFLOW ---J.R. SMITH 1070 --- --- --- --- --- --- --- SEE --- --- PROVIDE W/WATER DAM
ROOF DRAIN JOSAM 21500-16 PLANS
ORD-2 OVERFLOW ---J.R. SMITH 1560 --- --- --- --- --- --- --- SEE --- --- OVERFLOW TO BE INSTALLED 2" ABOVE
ROOF DRAIN PLANS PRIMARY DRAIN
RD-1 ROOF DRAIN ---J.R. SMITH 1010 --- --- --- --- --- --- --- SEE --- ---
JOSAM 21500 PLANS
RH-1 ROOF HYDRANT ---WOODFORD RHY2-MS --- --- --- --- --- 1" --- SEE --- ---
PLANS
PD-1 PLANTER DRAIN ---J.R. SMITH 1930 --- --- --- --- --- --- --- SEE --- ---
PLANS
PD-2 PLANTER/ PLAZA DRAIN ---J.R. SMITH 1920 --- --- --- --- --- --- --- SEE --- ---
PLANS
PRV-1 WATER PRESSURE REDUCING ---CLA-VAL 90-01 --- --- W/ISO. --- --- SEE --- --- --- ---
2, W/STRAINER, PRESSURE
"WATER CONTROL" VALVE VALVE PLANS GUAGE & RELIEF VALVE
SA-1 SHOCK ABSORBER ---JOSAM 75000 --- --- --- --- --- SEE SEE --- --- --- 2
(WTR-HAMMER ARRESTERS)PLANS PLANS
TD-1 TRENCH DRAIN ---MEA-JOSAM J1000 --- --- --- P-TRAP INTEGRAL --- --- SEE SEE ---9, PROVIDE SEDIMENT
(CHANNEL DRAINAGE)PLANS PLANS INTERCEPTOR WHERE NOTED
TP-1 TRAP PRIMER ---WATTS A200 --- --- --- --- --- 1/2" --- --- ---2
UR-1 URINAL YES - ANSI A117.1 SLOAN --- SLOAN WEUS-1000 --- --- INTEGRAL 3/4" --- 2" 1-1/2"0.13 GAL 7
WM, INTEGRAL SHIELDS COMPLIANT ECOS 140#-.013 PER FLUSH
WC-1 WATER CLOSET --- SLOAN --- SLOAN WETS 2452.1101 --- --- --- 1" --- 4" 2" 1.1 GAL W/OPEN FRONT NO LID SEAT
WM, FV PER FLUSH 7, MOUNTING HEIGHT PER ARCH
WC-2 WATER CLOSET YES - ANSI A117.1 SLOAN --- SLOAN WETS 2751.1101 --- --- --- 1" --- 4" 2" 1.1 GAL W/OPEN FRONT NO LID SEAT
WM, FV COMPLIANT PER FLUSH 7, MOUNTING HEIGHT PER ARCH
WH-1 WALL HYDRANT ---WOODFORD B65 --- --- W/ISO. --- --- 3/4" --- --- --- ---
2, MOUNT 18" ABOVE FIN. GRADE
FROST PROOF VALVE
WM-1 WATER METER ---MUELLER SERIES IIS --- --- W/ISO. --- --- SEE --- --- --- --- W /ELECTRONIC READING SYSTEM
DISPLACEMENT VALVE PLANS FOR CONTROL CONNECTION
WMV-1 THERMAL MIXING ---WATTS LFUSG-B --- --- --- -- --- 3/8" 3/8" --- --- --- INSTALL DOWNSTREAM OF
VALVE, FIXTURE FIXTURE STOPS
WMV-2 THERMAL MIXING ---LEONARD VALVE TM-420B-LF --- --- W/ISO. -- --- SEE SEE --- --- ---
2, PROVIDE WITH INLET STOPS
VALVE, FIXTURE(S)HIGH-LOW VALVE PLANS PLANS AND STRAINERS
LEGEND:CH = CHILD HEIGHT, CM = CEILING MOUNTED, CP = CHROME PLATED, CT = COUNTERTOP, FM = FLOOR MOUNTED, FV = FLUSH VALVE, PA = PRESSURE ASSIST, SS = STAINLESS STEEL,
TP = PROVIDE TRAP PRIMER (TP-1) ADJACENT TO FIXTURE, WM = WALL MOUNTED (PROVIDE WITH A FLOOR MOUNTED CONCEALED CARRIER), UCT = UNDER COUNTERTOP
GENERAL NOTES:
1.WHERE FIXTURE/EQUIPMENT MODEL NUMBERS ARE GIVEN THESE ARE FOR REFERENCE ONLY. WRITTEN # WHERE NOTED THE PLUMBING FIXTURE, EQUIPMENT AND ASSOCIATED ACCESSORIES
SPECIFICATION REQUIREMENTS AND SCHEDULE NOTES HOLD PRESIDENCE. THE MORE STRIGENT SHALL APPLY SHALL BE ICC/ANSI A117.1 (ADA) COMPLIANT. EXPOSED CW, HW AND W PIPING ALONG WITH
2.SEE ARCHITECTURAL DWGS FOR MOUNTING HEIGHTS ON ALL WALL MOUNTED FIXTURES/EQUIPMENT,MIXING VALVE SHALL INSULATED. PIPING WITHIN CASEWORK THAT OPENS FOR FIXTURE
ARCHITECTURAL DRAWINGS TAKE PRECEDENCE OVER ANY VALUES WITHIN THIS SCHEDULE.USE IS CONSIDERED EXPOSED.
3.THE MINIMUM WASTE/VENT PIPE SIZE FOR BURIED PIPE SHALL BE 2".
4.ALL ACCESIBLE FIXTURES SHALL COMPLY WITH ICC/ANSI A117.1 (ADA), REFERENCE ARCH DWGS FOR SPECIFIC LOCATIONS. SEE NOTE #
5.ALL FIXTURES AND EQUIPMENT SHALL BE INSTALLED PER THE MANUFACTURER'S WRITTEN INSTALLATION INSTRUCTIONS.
SPECIFIC NOTES:
1.PROVIDE WITH STAINLESS STEEL RIM GUARDS, STAINLESS STEEL WALL PANELS, MOP BRACKET, HOSE, DOME STRAINER AND DRAIN CONNECTOR.
2.EQUIPMENT AND/OR ISOLATION VALVE SHALL BE CONCEALED (WITHIN ADJACENT WALL OR WITHIN CASEWORK). WHERE LOCATED IN WALL/CEILING COORDINATE FINAL DEVICE AND ACCESS DOOR LOCATION WITH ARCHITECT.
3.PRESSURE BALANCE &/OR THERMOSTATIC MIXING VALVE WITH INTEGRAL STOPS, WALL SHOWER, AND DRAIN. ANSI A112.18.1 OR ASSE 1016 RATED.
4.PRESSURE BALANCE &/OR THERMOSTATIC MIXING VALVE WITH INTEGRAL STOPS, DIVERTER VALVE, WALL SHOWER, WALL/HAND SHOWER THAT HAS NONPOSITIVE SHUT-OFF, 60" FLEXIBLE METAL HOSE, 36" SLIDE BAR AND DRAIN. ANSI A112.18.1 OR ASSE 1016 RATED.
5.SHOWER BASE (UNLESS NOTED), BENCH, GRAB BARS, WALL SURROUND, DOOR/CURTAIN AS REQUIRED BY ARCHITECT. PROVIDE DRAIN FOR SHOWER BASE OR TILE INSTALLATION COORDINATE WITH SELECTED BASE MANUFACTURER.
6. LOCATE SHOWER DISCHARGE ABOVE AN ADJACENT 2" FLOOR DRAIN.
7.PROVICE WITH AUTOMATIC-TYPE ELECTRONIC SENSOR TRIM, BATTERY POWERED.
8.PROVIDE WITH AUTOMATIC-TYPE ELECTRONIC SENSOR TRIM, 115/1v POWERED AND PROVIDE WITH BATTERY BACKUP (OR NON-POWER MANUAL OVERRIDE)
9.PROVIDE 1/2" TRAP PRIMER CONNECTION. PROVIDE TRAP PRIMER (TP-1) AND PIPING BETWEEN PRIMER AND DRAIN. CONNECT TRAP PRIMER TO DOMESTIC COLD WATER MAIN IN ACCORDANCE WITH MANUFACTER'S INSTRUCTION.
PRIMER CAN BE OMITTED WHERE DRAIN IS PROVIDED WITH AN ASSE 1072 CERTIFIED TYPE TRAP SEAL THAT HAS BEEN APPROVED BY THE AUTHORITY HAVING JURISDICTION.
10.PROVIDE WITH ASSE 1070 RATED THERMAL MIXING VALVE (WMV-1) LOCATED DOWNSTREM OF FIXTURE STOPS UNLESS SERVED FROM AN ASSE 1070 RATED GROUP-FIXTURE THERMAL MIXING VALVE.
11. COOLING CAPACITY: 7.5 GPH COOLED TO 50ºF AT AN AMBIENT AIR TEMPERATURE OF 90ºF AND ENTERING WATER TEMPERATURE OF 80ºF.
12.PROVIDE SHOCK ARRESTOR(S) ON HW, CW AND TEPID SUPPLIES.
13.PROVIDE AN ASSE 1022 BEVERAGE DISPENSING BACKFLOW PREVENTOR (BFP-3) FOR EACH BEVERAGE DISPENING OUTLET BOX.
CHARLES
CUNNIFFE
ARCHITECTS
COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC
SHEET NO.
JOB NO.
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2016.01.0223
PLUMBING
SCHEDULES
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50% DD 10/30/17
100% DD 12/12/17
PERMIT 02/07/18
03/16/2019
DOMESTIC WATER HEATER SCHEDULE
ITEM SERVICE
TANK
CAP.
[GAL]
HEATING CAPACITY ELECTRICAL DATA
OPERATING
WEIGHT
[LBS]
MANUFACTURER & MODEL NO. NOTES CONTROLS
ELEC
OUTPUT
[kW]
RECOVERY
[GPH]
TEMP
RISE [°F]FLA V-PH
WH-1 Buidling 105 24 99 100 76 208-3 185 RHEEM -ECLIPSE ME 105 1, 2 INTEGRAL
GENERAL NOTES (APPLY TO ALL PRODUCT):
1) CONTROLS: INTEGRAL = INTERNAL CONTROLS PROVIDED WITH UNIT, DDC = DIRECT DIGITAL CONTROLS BY 23 0900, OTHER = SEE NOTES
3) INSTALL WATER HEATER AND PIPING PER SELECTED MANUFACTURES WRITTTEN INSTRUCTIONS
SPECIFIC NOTES (APPLY WHERE NOTED):
1) ALL ELEMENTS RUN SIMULTANEOUSLY. kW AND AMPERAGE LISTED ARE FOR ALL ELEMENTS BEING ON.
2) PROVIDE SINGLE POINT ELECTRICAL POWER CONNECTION WITH FACTORY INSTALLED FUSED DISCONNECT FOR HEATING ELEMENTS AND CONTROLS.
PUMP SCHEDULE
ITEM TYPE SERVICE GPM TOTAL MOTOR DATA OP MANUFACTURER NOTES CON-
HEAD HP BHP RPM V-PH STRTR WGT & MODEL NO.TROLS
FT. W.C.LBS
RCP-1 INLINE DOM H.W. 7.5 16.0
1/25 3250 115 8 TACO 008-F6 DDC
NOTES:
SALT BRINE TANK
ITEM TYPE SERVICE PIPE TANK RESIN EXCHANGE CAPACITY FLOW PRESSURE MANUFACTURER NOTES
SIZE SIZE
@ SALT DOSAGE DROP & MODEL NO.
IN IN FT^3/L
MAX kgr/lb MIN kgr/lb GPM PSI
BT-1 SIDE MOUNT DOM. WATER 3 30 10.0 300 200 86 15 CULLIGAN CSM 300-3 1
NOTES:1. REFER TO MANUFACTURER'S INSTRUCTIONS FOR INSTALLATION
VENDOR: CULLIGAN COMMERICAL: MIKE DEGROOT Mdegroot@hallswater.com, 303-419-6757
SEWAGE AND SUMP PUMP SCHEDULE
ITEM TYPE SERVICE NO. GPM HEAD MOTOR SUMP
MANUFACTURER & MODEL # CONTROLS NOTESHP RPM V-PH STRTR DIA. DEPTH
INCHES INCHES
SP-1 SEWAGE ELEVATOR SUMP 1 55.0 25 0.5 3450 115-1 CONTROLLER - - MYERS ME50S-11 EPC SERIES CONTROL PANEL 1, 2
SP-2 SEWAGE ELEVATOR SUMP 1 55.0 25 0.5 3450 115-1 CONTROLLER - - MYERS ME50S-11 EPC SERIES CONTROL PANEL
1, 2
SP-3 SEWAGE BUILDING SEWAGE 2 55.0 30 0.5 3450 208-3 CONTROLLER - - MYERS MWH50-23 DUPLEX PANEL CONTROL PANEL CE-23DW 1, 2
NOTES:SP-1 & 2 UTILIZE CONCRETE SUMP IN ELEVATOR PIT. PIT COVER PROVIDED BY ARCHITECTURAL DIVISION
1. REFER TO DETAIL FOR ALL DIMENSIONS.
2. PROVIDE PUMP GUIDE RAIL AND DISCONNECT SYSTEM
PROVIDE HIGH WATER ALARM ZOELLER MODEL:10-0126
WATER SOFTENER TANKS
ITEM TYPE SERVICE PIPE TANK RESIN EXCHANGE CAPACITY FLOW PRESSURE MANUFACTURER NOTES
SIZE SIZE
@ SALT DOSAGE DROP & MODEL NO.
IN IN FT^3
MAX kgr/lb MIN kgr/lb GPM PSI
WS-1 SIDE MOUNT DOM. WATER 3 30x60 20.0 300 200 169 15 CULLIGAN CSM-300-3 1, 2
WS-2 SIDE MOUNT DOM. WATER 3 30x60 20.0 300 200 169 15 CULLIGAN CSM-300-3 1, 2
NOTES:1. REFER TO MANUFACTURER'S INSTRUCTIONS FOR INSTALLATION
2. PROVIDE 120V OUTLET .
VENDOR: CULLIGAN COMMERICAL: MIKE DEGROOT Mdegroot@hallswater.com, 303-419-6757
PLUMBING INSULATION SCHEDULE
SYSTEM INSULATION TYPE
FLUID
TEMPERATURE
RANGE
PIPE SIZES
SPECIFIC NOTES
<1"1" to 1-1/4" 1-1/2" to 3" 4" to 6"
8" and Larger
DOMESTIC COLD WATER FLEXIBLE ELASTOMERIC OR GLASS FIBER
PREFORMED PIPE INSULATION --- 1/2" 1/2" 1" 1" 1"1
DOMESTIC HOT WATER AND
DOMESTIC HOT WATER RECIRC
GLASS FIBER OR MINERAL FIBER PREFORMED
PIPE INSULATION
141 TO 200 DEG F 1-1/2" 1-1/2" 2" 2" 2"
< 140 DEG F 1" 1" 1-1/2" 1-1/2" 1-1/2"
STORM AND OVERFLOW FLEXIBLE ELASTOMERIC OR GLASS FIBER
PREFORMED PIPE INSULATION --- 1/2" 1/2" 1" 1" 1"1
CONDENSATE AND EQUIPMENT
DRAIN WATER
FLEXIBLE ELASTOMERIC OR GLASS FIBER
PREFORMED PIPE INSULATION < 60 DEG F 1/2" 1" 1" 1" 1"
GENERAL NOTES:
1) FOR PIPING EXPOSED TO THE OUTSIDE AMBIENT CONDITIONS OR PIPING PROVIDED WITH HEAT TRACE, INCREASE THICKNESS OF INSULATION BY 1/2".
2) FOR PIPING EXPOSED TO THE OUTSIDE AMBIENT CONDITIONS PROVIDE PROTECTIVE JACKET (SEE SPECIFICATIONS).
3) ALL INSULATION EXPOSED TO UV CONDITIONS SHALL BE PROTECTED IN ACCORDANCE WITH THE MANUFACTURERS WRITTEN INSTRUCTIONS.
SPECIFIC NOTES:
1) PROVIDE PIPE INSULATION WICKING SYSTEM ON ALL EXISTING SYTEMS THAT ARE OPERATIONAL DURING INSULATION.
CHARLES
CUNNIFFE
ARCHITECTS
COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC
SHEET NO.
JOB NO.
2/
6
/
2
0
1
8
4
:
4
5
:
4
2
P
M
P5.02
2016.01.0223
PLUMBING
SCHEDULES
AS
P
E
N
C
I
T
Y
O
F
F
I
C
E
S
42
5
R
I
O
G
R
A
N
D
E
P
L
A
C
E
AS
P
E
N
,
C
O
ISSUE: DATE:
50% DD 10/30/17
100% DD 12/12/17
PERMIT 02/07/18
03/16/2019
MSB-1
MSB-1
MSB-1
EWC-1
EWC-1
EWC-1
L-1
WC-2
FD-1
FD-1
4" WCO
FD-1
WC-1
UR-1
4" VTR
2" V
44.5
DFU'S
44.5
DFU'S
44.5
DFU'S
WC-2
WC-1
WC-1
2" SAN FROM
EWC-1 ON
MIDDLE LEVEL
SEE P1.01 FOR
CONTINATUION
SEE P1.01 FOR
CONTINATUIONSEE P1.01 FOR
CONTINATUION
L-1
L-1
L-1
2" V
TO TD-1
L-1
WC-2
FD-1
FD-1
4" WCO
WC-1
UR-1
WC-2
WC-1
WC-1
L-1
L-1
L-1
L-1
WC-2
FD-1
4" WCO
WC-1
UR-1
WC-2
WC-1
WC-1
L-1
L-1
L-1
2" V FROM EWC-1
ON MIDDLE LEVEL
UPPER
FLOOR
MIDDLE
LEVEL
MAIN
LEVEL
BASEMENT
LEVEL
4" V
4" V
4 " S A N
4 " S A N
4 " S A N
4 " S A N
4 " S A N
4 " S A N
4" V
2" V
4" SAN
4" V
4" V
2" V
1 1/2" V
1 1/2" V
3" SA
N
3" SA
N
3" SA
N
4" SAN
2" V2" V
2" V
3" SAN
3" SAN
3" SAN
134 DFU'S
MSB-1
MSB-1
MSB-1
EWC-1
EWC-1
EWC-1
L-1
L-1
56
WSFU'S
WC-2
WC-1
UR-1
L-1
L-1WC-1
WC-2
WC-1
1-1/2" DCW
1" DHW
FOR FUTURE
3/4" DHW
1/2" DCW
1/2" DHW
1/2" DHWC
3/4" DCW
1" DCW
1 1/2" DCW
1" DHW
2" DCW
2" DCW
1 1/2" DCW
SA-1
60 WSFU
TO ROOF
AND WALL
HYDRANT
3/4" DHW
1" DHW1/2" DHW
2" DCW
1 1/2" DHW
2 1/2" DCW
1 1/2" DHW
3" DCW
1 1/2" DHW
1 1/2" DHW
3/4" DHWC
3" DCW
56
WSFU'S
56
WSFU'S
L-1
L-1
WC-2
WC-1
UR-1
L-1
L-1
WC-1
WC-2
WC-1
L-1
L-1
WC-2
WC-1
UR-1
L-1
L-1
WC-1
WC-2
WC-1
3/4" DCW
TO EWC-1
3/4" DCW
TO WH-1
1 1/2" DCW
2" DCW
1/2" DHW
1" DHW
3/4" DHW
2" DCW
3/4" DCW
1" DCW
3/4" DHW
1/2" DHWC
2" DCW
1 1/2" DCW
1/2" DHW
1" DHW
3/4" DHW
1/2" DHWC
3/4" DHW
1" DCW
CHARLES
CUNNIFFE
ARCHITECTS
COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC
SHEET NO.
JOB NO.
2/
6
/
2
0
1
8
4
:
4
5
:
4
4
P
M
P6.01
2016.01.0223
ISOMETRICS
AS
P
E
N
C
I
T
Y
O
F
F
I
C
E
S
42
5
R
I
O
G
R
A
N
D
E
P
L
A
C
E
AS
P
E
N
,
C
O
1 Isometric A
2 Isometric B
ISSUE: DATE:
50% DD 10/30/17
100% DD 12/12/17
PERMIT 02/07/18
03/16/2019