abbreviations p l u m b i n g l e g e n d plumbing...
TRANSCRIPT
PS
FS
DDCV
DCV
RPBFP
FROMFRM
BELOWBEL
ABOVEABV
IAPMO INTERNATIONAL ASSOCIATION OF
PV PLUG VALVE
UNIONUNCOMPRESSED AIRCA
SIEMESE FIRE DEPT. CONN.
VTR VENT THROUGH ROOF
REVOLUTIONS PER MINUTERPM
MFR MANUFACTURER
FIXTURE UNIT(FU)
FO FUEL OIL
DRAIND
CONTRACTORCONTR
CO CLEANOUT
CAST IRONCI
AUTOMATIC WET SPRINKLER RISER
SOLENOID VALVE
WEIGHTWGT
VACUUM BREAKERVB
THRUST BLOCKTB
PSI POUNDS PER SQUARE INCH
OFCI OWNER FURNISHED CONTRACTOR
NFPA NATIONAL FIRE PROTECTION
NUMBERNO.
THOUSANDS BTU/HRMBH
POUNDS OR NUMBER#
POUNDS (UNIT OF FORCE)LBS
HOT WATER FIXTURE UNITHWFU
GALLONS PER MINUTE
GALLONS PER HOUR
GPM
GPH
GASG
FLEXIBLE CONNECTIONFC
FEET PER SECONDFPS
DRAINAGE WASTE AND VENTDWV
ARCHITECTARCH
CUBIC FEET PER HOURCFH
CUBIC FEET PER MINUTECFM
CONTINUATIONCONT
ABOVE FINISHED FLOORAFF
DOWNDN
ELEC ELECTRICAL
HW HOT WATER
MECHANICALMECH
PLBG PLUMBING
SPRINKLERSPR
WASTEW
SD STORM DRAIN
VENTV
TYPICALTYP
PT
POINT OF CONNECTIONPOC
NOT IN CONTRACTNIC
NORMALLY OPENN.O.
NORMALLY CLOSEDN.C.
MINIMUMMIN
MAXIMUMMAX
INVERT ELEVATIONI.E.
GATE VALVEGV
HORSEPOWERHP
FLOORFLR
FINISHEDFIN
DOWNSPOUT NOZZLEDSN
DIAMETERDIA
COLD WATER FIXTURE UNITCW(FU)
CONDENSATE DRAINCD
BRAKE HORSEPOWERBHP
ACCESS PANELAP
EXIST EXISTING
MH MANHOLE
CFF CAP FOR FUTURE
BV BALL VALVE
BFV BUTTERFLY VALVE
BWV BACKWATER VALVE
CLG CEILING
HD HUB DRAIN
TT TEST TEE
CHECK VALVECV
DCVA DOUBLE CHECK VALVE ASSEMBLY
DDCVA DOUBLE DETECTOR CHECK
REDUCED PRESSURE PRINCIPLERPBFP
W/ WITH
AFG ABOVE FINISHED GRADE
AD ACCESS DOOR
CONC CONCRETE
FA FLOW ALARM
FDVC
FH
FIRE DEPARTMENT VALVE CABINET
FIRE HYDRANT
ICBO INTERNATIONAL CONFERENCE OF
PS PRESSURE SWITCH
PRESSURE TEMPERATURE TRAP
SOV SHUT-OFF VALVE
LUBRICATED PLUG VALVELP
AMERICANS WITH DISABILITIESADA
BTU BRITISH THERMAL UNIT
CFS CUBIC FEET PER SECOND
CW COLD WATER
DFU DRAINAGE FIXTURE UNIT
HWR HOT WATER RECIRC
DWG DRAWING
MISCELLANEOUS EQUIPMENT
IW INDIRECT WASTE
HOT WATER (140°F)
AUTOMATIC WET SPRINKLERAS
HUB DRAIN
FLOOR SINK W/ GRATE AS SHOWN
FLOOR DRAIN
FIRE ALARM BELL
FIRE DEPARTMENT VALVE CABINET
FIRE DEPARTMENT VALVE
AUTO FIRE SPRINKLER RISER
FIRE DEPARTMENT CONNECTION
THRUST BLOCK
YH
HB
WH
YARD HYDRANT
SYMBOL DESCRIPTION
WALL HYDRANT
HOSE BIBB
BALL VALVE
ECCENTRIC REDUCER
PIPING BELOW GRADE
SANITARY SEWER, WASTE OR SOIL BELOW GRADE OR FLOORSAN
PIPE DROP
PUMPED DISCHARGEPD
D
OD
RD
SD
F
DRAIN LINE
OVERFLOW DRAIN PIPING
VENT
WASTE, OR SOIL ABOVE GRADE OR FLOOR
STORM DRAIN
HOT WATER CIRC (122°F)
COLD WATER
FIRE MAIN
BOTTOM CONNECTION - BRANCH LINE
TOP CONNECTION - BRANCH LINE
PIPE DOWN
PIPE UP OR UP & DN
DIRECTION OF FLOW
DIRECTION OF SLOPE
AUTOMATIC AIR VENT
TEST TEE
YARD CLEANOUT
FLOOR CLEANOUT
CLEANOUT/WALL CLEANOUT
THERMOMETER
PRESSURE GAUGE WITH COCK
WATER HAMMER ARRESTOR
AQUASTAT
CONCENTRIC REDUCER
BLIND FLANGE
CAP OR PLUG
FLEXIBLE CONNECTOR
EXPANSION JOINT
PIPE ALIGNMENT GUIDE
PIPE ANCHOR
STRAINER WITH BLOW OFF
STRAINER
UNION
FLOW ALARM
PRESSURE SWITCH
REDUCED PRESSURE BACKFLOW PREVENTER
DOUBLE CHECK VALVE ASSEMBLY
DOUBLE DETECTOR CHECK VALVE ASSEMBLY
OS & Y GATE VALVE WITH TAMPER SWITCH
BACKWATER VALVE
CIRCUIT SETTER
VACUUM RELIEF VALVE
RELIEF VALVE
PRESSURE REDUCING VALVE
LUBRICATED PLUG VALVE
ANGLE GATE VALVE
GATE VALVE
PRESSURE & TEMPERATURE RELIEF VALVE
CHECK VALVE
BUTTERFLY VALVE
SYMBOL DESCRIPTION
GW GREASE WASTE
HOT WATER CIRC (110°F)
HOT WATER (120°F)
140
140
G NATURAL GAS (7"W.C.)
FLOOR CLEANOUTFCO
WCO WALL CLEANOUT
OIL WASTEOW
TP TRAP PRIMER
MEDIUM PRESSURE GAS (2 PSIG TO 5 PSIG)MG
CS CIRCUIT SETTER
WET STANDPIPE RISER
FS
FD
AUTOMATIC SPRINKLER DRAIN
PLUMBING EQUIPMENT
ICW INDUSTRIAL COLD WATER
EXISTING PIPE(E)
# SHEET NOTE
POINT OF CONNECTION
TAMPER SWITCHTS
ROUGH IN AND CONNECTRI&C
FIRE DEPARTMENT VALVEFDV
EXISTING TO BE REMOVED
ASD
WSP
AS
WATER HAMMER ARRESTORWHA
OS & Y GATE VALVE (OUTSIDE SCREW & YOKEGATE VALVE)
FIRE SPRINKLER FLOOR CONTROL VALVE
FIRE HOSE VALVE
OVERFLOW DRAIN
ROOF DRAIN
ROOF RECEPTOR
FLOW SWITCH
DECK DRAIN, PLANTER DRAIN
TRAP PIMER
1% SLOPE
ROOF DRAIN PIPING, THE PIPES FROM ROOF DRAINSD (STORM DRAIN)
LOW PRESSURE GASLG
IHW INDUSTRIAL HOT WATER
TW
TWR
TEMPERED WATER
TEMPERED WATER RETURN
DETAIL NO.
SHEET NO.
1
P2
CONN CONNECTION
FEETFT
FUTUREFUT
FLUSH VALVEFV
FLUSH TANKFT
ACT
VALVE ASSEMBLY
PLUMBING AND MECHANICAL
BUILDING OFFICIALS
IRRIGATIONI.R.R.
LAVATORYLAV
ASSOCIATION
INSTALLED
(PETE'S PLUG)
PV PROCESS VENT
OFFICIALS
BACKFLOW PREVENTER
SHEETSHT
SHEET NOTESN
SF SQUARE FEET
STAINLESS STEELS.S.
WATER CLOSETWC
URINALU
YARD BOXY.B.
FFE FINISHED FLOOR ELEVATIONCSP COMBINATION STAND PIPE
DSP DRY STAND PIPE
CSP COMBINATION STAND PIPE
SHUT OFF VALVE IN CONCRETE YARD BOX
BALANCING VALVE
SOLENOID VALVESV
PRV PRESSURE REDUCING VALVE
RELIEF VALVERV
AUTO FIRE SPRINKLER RISERASR
FHV FIRE HOSE VALVE
FLSW FLOW SWITCH
GALLONSGAL
GAS COCKGC
IHWR INDUSTRIAL HOT WATER RETURN
1. CODES AND STANDARDS
A. AMERICANS WITH DISABILITIES ACT, (ADA)
B. BUILDING CODES ENFORCED BY THE AUTHORITY HAVING JURISDICTION IN OREGON:
B.1. 2011 OREGON PLUMBING CODE (OPC) WITH STATE AMENDMENTS.
2. WATER SUPPLY:
A. METER SIZE 4 INCHES IN EXISTING 60 BUILDING, METER SIZE 2 INCHES IN THE NORTH WING.
B. MAIN SIZE 4 INCHES IN THE 60'S BUILDING, 2 1/2 INCHES IN THE NORTH WING.
C. STATIC 60 PSI
D. CONNECTED LOAD EXISTING 60'S BUILDING 414 FIXTURE UNITS 128 GPM, PLUS FIRE PROTECTION, NORTH WING
130 FIXTURE UNITS 76 GPM
E. FLOW AVAILABLE EXISTING 60'S BUILDING 1254 F.U. 162 GPM, NORTH WING 165 F.U., 32 GPM
3. SANITARY SEWER:
A. EXISTING 60'S BUILDING SEWER SIZE 8 INCHES @ 1 % SLOPE, NORTH WING SEWER SIZE 4"@ 2% SLOPE.
B. TOTAL CAPACITY EXISTING 60'S 2112 DRAINAGE FIXTURE UNITS, NORTH WING 216 DRAINAGE FIXTURE UNITS
C. CONNECTED LOAD EXISTING 60'S BUILDING 602 D.F.U., NORTH WING 174 D.F.U.
4. STORM DRAIN:
A. RAINFALL INTENSITY 1.3 INCHES/HOUR, COMBINATION PRIMARY AND SECONDARY ARE TIED TOGETHER ON THE
VERTICAL AS PER CODE AND SIZED BASED ON 3 INCHES/HOURS DOWNSTREAM.
D. STORM DRAIN HAS MULTIPLE CONNECTIONS, FROM GRID LINE F THRU N & .5 THRU 8 SEE CRAFT CENTER P150C
& PC100
1. ALL WORK AND MATERIAL SHALL BE IN ACCORDANCE WITH PLUMBING SPECIFICATIONS.
2. AS-BUILT RECORD DOCUMENTS: AT PROJECT CLOSEOUT, CONTRACTOR SHALL SUBMIT DETAILED INSTALLATION DRAWINGS, CHANGE ORDERS AND SPECIFICATION CHANGES
TO ARCHITECT FOR APPROVAL. REFER TO SPECIFICATIONS FOR ADDITIONAL DETAILS.
3. ALL EXCAVATORS MUST COMPLY WITH ALL STATE AND LOCAL REQUIREMENTS INCLUDING NOTIFICATION OF ALL OWNERS OF UNDERGROUND UTILITIES AT LEAST 2 BUSINESS
DAYS, BUT NOT MORE THAN 10 BUSINESS DAYS, BEFORE COMMENCING AN EXCAVATION.
4. DETAILED INVESTIGATION OF EXISTING CONDITIONS ARE PART OF THE CONTRACT WORK. VISIT THE JOB SITE PRIOR TO BID. REVIEW AVAILABLE EQUIPMENT LAYOUTS,
ASSEMBLY DRAWINGS AND INSTALLATION SCHEDULES.
5. CONTRACTOR SHALL COORDINATE ALL UTILITY LINES EXITING OR ENTERING BUILDING WITH DIVISION 2 SPECIFICATIONS AND CIVIL ENGINEER'S UTILITY PLAN DRAWINGS AND
OTHER TRADES.
6. DESIGN AND INSTALLATION OF FIRE PROTECTION SYSTEM BASED ON THE REQUIREMENTS OF THE STATE OF OREGON FIRE CODE, INSTALLATION SHALL ALSO COMPLY WITH
REQUIREMENTS OF THE LOCAL FIRE MARSHAL AND THE OWNERS INSURING AGENCY AND THE FIRE SPRINKLER SHALL COMPLY WITH THE STANDARDS OF THE CURRENT
EDITION OF NFPA13.
7. ALL SANITARY AND VENT PIPING SHALL BE SLOPED AT 1/4"FT., EXCEPT WHERE NOTED AT 1/8"FT. TO CLEAR STRUCTURE IN ACCORDANCE WITH OSPSC TABLE 7-5.
8. PLUMBING SYSTEMS IN EXPOSED CEILING AREAS
A. SILVER- GALVANIZED UNISTRUT AND THREADED ROD HANGERS.
B. CLEAN, RUST FREE BLACK CAST IRON DRAIN PIPE, GALVANIZED HANGERS.
C. CLEAN, RUST FREE BLACK STEEL SPRINKLER PIPE, GALVANIZED HANGERS.
D. CHROME SPRINKLER HEADS IN EXPOSED AREAS OR IN WOOD CEILINGS.
E. WHITE SEMI-RECESSED HEADS AT AREAS WITH GB OR ACT CEILINGS.
F. WHITE INSULATED SUPPLY PIPING.
9. CONTRACTOR TO COMPLY WITH THE (REDUCTION OF LEAD IN DRINKING WATER ACT) LEAD-FREE NSF STANDARDS NSF/ANSI 372 OR NSF/ANSI 61-G, PUBLIC LAW 111-380.
10. PROVIDE UNIONS & SHUT OFF VALVES AT ALL MIXING VALVES TO ISOLATE.
11. PROVIDE ISOLATION VALVES ON ALL WALL HYDRANTS.
12. PROVIDE ISOLATION VALVES AT EACH NEW RESTROOM BRANCH LINES.
13. PROVIDE CHECK VALVE / ANGLE STOPS TO ELIMINATE CROSS CONNECTION.
14. ALL RATED WALLS WITH PIPE PENETRATIONS NEED TO BE SEALED.
15. CONTRACTOR TO COORDINATE WITH ARCHITECT COLOR OF PAINT ON INSULATION.
16. CONTRACTOR TO COORDINATE WITH ARCHITECT AREAS THAT NEED FIRE PROTECTION PIPING PAINTED TO MATCH.
PLUMBING DRAWING LIST
ABBREVIATIONS
GENERAL NOTES
PLUMBING DESIGN CRITERIAP L U M B I N G L E G E N D
FDV
FDC
T
PG
TT
TS TS
CO/WCO
WHA
FCO
YCO
FA
engineers for a sustainable futureTM
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Job. No.:
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ISSUE DATE:
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REVISIONS
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012
900 SW Fifth Ave., Suite 1600
Portland, OR 97204
T. 503.227.5280 F. 503.274.7674
02.13.00545
TODD KOLIBABA
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2014.08.01
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P000
11045
LEGEND ANDABBREVIATIONS- PLUMBING
UN
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P000 LEGEND AND ABBREVIATIONS - PLUMBING
P001 SCHEDULES - PLUMBING
DP100 DEMO PLAN - GROUND LEVEL - PLUMBING
DP101 DEMO PLAN - LEVEL 1 - PLUMBING
DP101m DEMO PLAN - MEZZANINE LEVEL - PLUMBING
DP102 DEMO PLAN - LEVEL 2 - PLUMBIGN
DP103 DEMO PLAN - LEVEL 3 - PLUMBING
P150A GROUND LEVEL - NORTH WING - PLUMBING
P150B GROUND LEVEL - HEARTH - PLUMBING
P150C GROUND LEVEL - 1962 ADDITION - PLUMBING
P150D GROUND LEVEL - SOUTHWEST - PLUMBING
P151A LEVEL 1 - NORTH WING - PLUMBING
P151B LEVEL 1 - HEARTH & MILLS CENTER - PLUMBING
P151C LEVEL 1 - 1962 ADDITION - PLUMBING
P151D LEVEL 1 - FOOD SERVICE - PLUMBING
P151mD MEZZANINE - LEVEL 1 SOUTH - PLUMBING
P152A LEVEL 2 - NORTH WING - PLUMBING
P152B LEVEL 2 - HEARTH & MILLS CENTER - PLUMBING
P152C LEVEL 2 - 1962 ADDITION - PLUMBING
P153B LEVEL 3 - HEARTH & MILLS CENTER- PLUMBING
P153D LEVEL 3 - SOUTH - PLUMBING
P200A ROOF PLAN - NORTHWING- PLUMBING
P200B ROOF PLAN - HEARTH & MILLS CENTER - PLUMBING
P200C ROOF PLAN - 1962 ADDITION - PLUMBING
P200D ROOF PLAN - SOUTHWEST - PLUMBING
P201A UPPER ROOF PLAN - NORTH WING - PLUMBING
P401 ENLARGED EXISTING PLANS - PLUMBING
P601 HOT & COLD WATER RISER DIAGRAM
P602 HOT & COLD WATER RISER DIAGRAM
P603 WASTE AND VENT RISER DIAGRAM - PLUMBING
P604 STORM RISER DIAGRAM (NORTH WING)
P605 STORM RISER DIAGRAM - 50'S & 60'S BLDG
P606 FIRE PROTECTION RISER DIAGRAM
P801 DETAILS - PLUMBING
TAG MANUFACTURER MODEL
SYTEM RECOVERY
(GPM) / INCOMING
STEAM PRESSURE
(PSIG)
MASTER CONTROL PANELELECTRICAL INSTALLATION
LOCATION
APPROX. WEIGHT (LBS.)NOTES
VAC / HZ / PHASE FLA SHIPPING OPERATING
UL LISTED PACKAGED SYSTEM TO INCLUDE THE FOLLOWING MAJOR COMPONENTS PRE-PIPED AND WIRED ON STRUCTURAL STEEL FRAME:
TAG COMPONENT MANUFACTURER MODEL QUANTITY NOTES
NOTES:
1)
2)
3)
4)
5)
6)
7)
8)
9)
Domestic Heat Transfer Package Schedule
FTDW-1 FlowTherm FTDW 84 / 12 460 / 60 / 3 25 INDOOR 5,800 7,250 1-9
MCP-5Master Control Panel
(MCP)FlowTherm N/A 1 ea
UL listed panel in NEMA 1 (minimum) enclosure that includes: lockable main power disconnect handle, individuallockable motor service disconnects for recirculation/condensate/sump pumps, motor overload and short circuitprotection for recirculation/condensate/sump pumps, protected control power transformer(s) on primary & secondarysides, recirculation pump "Hand-Off-Auto" switches, condensate & sump pump "Test-Off-Auto" switches with springreturn to "Off" from "Test", recirculation/condensate/sump pump "Run" lights, condensate & sump pump electricalternating relays and lead pump failure backup, sump pump "High Water Alarm" light with automatic reset, andsingle point power connection for panel.
SP-1 & 2Sump Pumps (Shipped
Loose)Weil No. 2445 2 ea
Cast iron, single-seal, submersible style, sized for 50 GPM @ 27' head, 1 HP, 1750 RPM, 2" discharge, passes 3/4"solids, and 40' power cord length. Weil items shipped loose with skid to be field installed/wired: SP-1 & 2, (4) modelno. 8230 N.O. mechanical floats with 40' cord length and cover mounting bracket, and No. 8805 wet well cover with(2) 20" model no. 8817 pump opening covers.
WH-1 & 2 Domestic Heater Cemline V45SSH1036-DW 2 ea42 GPM recovery each, 50°F to 140°F, 5# shell pressure, 3/4" O.D. copper tubes with double-wall construction,150# ASME, 0.0005 fouling factor, 45 gallon 316 stainless steel tank, integral bronze circulator, electronic 2-waymodulating control valve, double-solenoid safety relief, vacuum breaker, relief valve, with Cemtrol controllermounted to side of MCP.
CRU-2 Condensate PumpsXylem Domestic
Pump301.5CC 1 ea Bronze fitted pumps, duplex configuration, 36 gallon cast iron receiver, (2) heavy-duty 2-pole float switches, each
pump sized for 30 GPM @ 15# discharge pressure, 1/2 HP, 3500 RPM, ODP motors, dial thermometer, dischargepressure gauges & balance valves for each pump, 2" vent & overflow, 1" drain and 3" inlet.
RP-1Domestic Recirculation
PumpBell & Gossett NBF-36B 1 ea
3-speed, all bronze construction, 0.36 HP, 3300 PM, sized for 5 GPM @ 17' head.
TP-1Tempered DomesticRecirculation Pump
Bell & Gossett NBF-36B 1 ea3-speed, all bronze construction, 0.36 HP, 3300 PM, sized for 10 GPM @ 27' head.
ET-3 Expansion Tank Wessels TTA-125 1 ea60 gallon tank volume, 150# ASME, pre-charged, FDA approved butyl diaphragm, 1" stainless steel systemconnection, sized at 60# system pressure, 150# maximum tank pressure, 50°F initial temperature, maximumtemperature of 170°F, and system volume of 1,350 gallons of water.
TCV-1 Tempering Valve Heat Timer ETV 1 ea 3-way mixing valve, 1-1/4" system connections, stainless steel body & trim, electronic actuator, wth Heat Timercontroller and module for BMS connectivity mounted to side of MCP.
UL listed package includes a heavy-duty, welded structural steel frame and base built to AWS D1.1 specifications. All components are pre-mounted, piped, wired, and hydro-tested before being paintedFlowTherm's standard gray, water-based enamel. All piping, pipe materials, welding procedures, valves, fittings, and hardware are in accordance with ASME B31.9 standards.
Package includes lot interconnecting headers, piping, fittings, strainers, isolation/balance/check/relief valves, suction diffusers, thermometers, pressure gauges, flex connectors, and steam traps as shown onthe flow diagram.
Domestic heat transfer system is enabled, sequenced and monitored by the Building Management System. BMS contractor to ship skid mounted controllers, temperature sensors & wells, pressure switches &sensors, flow & steam meters, BTU meters, and wiring diagrams to FlowTherm for installation and wiring at fabrication facility. Control panel for local alarms, pilot lights, disconnects, etc. is provided and wiredby FlowTherm. FlowTherm will install wiring & conduit between skid equipment and Master Control Panel. Other devices requiring remote installation are to be supplied, installed and wired by BMS contractorin the field. Steam meter shall be type that requires < 5 pipe diameters up and downstream of device, similar Veris Accelabar.
Power wiring to FlowTherm panel is by Div. 26
Skid dimensions shall not exceed 12.5' L x 8' H x 6' W, including the anchor chairs.
42" of service clearance is required in front of the Master Control Panel. 36" in front of WH-1 & 2.
Equipment vents/drains/overflows and other system piping connections to the package are the responsibility of the installing contractor.
Package does not include spring isolators, vibration eliminator mounts, special mounting brackets, special seismic construction, certification, seismic frame calculations, seismic anchorage calculations, orseismic testing, insulation for piping and components, calcium silicate pipe shields or insulated pipe supports. Skid shall be bolted to concrete floor or housekeeping pad.
Condensate piping shall be sloped towards condensate return unit's inlet.
PLUMBING FIXTURES SCHEDULE ELECTRIC WATER HEATER SCHEDULE
BOILER ROOM
FULLWEIGHT
SEE PLAN FOR PIPE SIZE, 12"AFG
SEE PLAN FOR PIPE SIZE
UR-1 URINAL 2" 2" 11/2"3/4" --- WALL MOUNTED
WALL MOUNTED, ADA---3/4"11/2"2"2"URINALUR-2
SELF-RIMMING, 18 GA. STAINLESS STEEL1/2"1/2"11/2"2"11/2"SINK
AD-1 AREA DRAIN 4" --- --- --- RECONNECT TO EXISTING
TP-2
PRESSURE DROP TRAP PRIMER --- --- --- 1/2" ---TP-1
ELECTRONIC TRAP PRIMER --- --- --- 1" --- WALL MOUNTED, WITH TIMER
DSN-1 DOWNSPOUT NOZZEL --- --- --- --- ---
OD-1 LARGE OVERFLOW DRAIN --- --- --- --- ---
RD-1 LARGE ROOF DRAIN --- --- --- --- --- SEE PLAN FOR PIPE SIZE
FS-1 FLOOR SINK3" 3" 11/2"
--- --- HALF GRATE, WITH TRAP PRIMER
FD-2 FLOOR DRAIN3" 3" 11/2"
--- --- WITH TRAP PRIMER
FD-1 FLOOR DRAIN 2" 2" 11/2" --- --- PROVIDE TRAP PRIMER FROM WATER CLOSET FLUSH VALVE OR TP-1/2
HB-2 INTERIOR HOSE BIBB --- --- --- 1/2"1/2" IN RECESSED BOX
HB-1 INTERIOR HOSE BIBB --- --- --- 3/4" --- -
MS-1 MOP SINK 3" 3" 11/2"3/4"
3/4" WITH RIM & WALL GAURDS
S-2
L-2 LAVATORY WALL MOUNTED, ADA11/4" 11/2" 11/4" 1/2" 1/2"
WC-2 WATER CLOSET INT 4" 2" 1 1/4" --- WALL MOUNTED, FLUSH VALVE, ADA
MANUFACTURER AND MODEL CAPACITYSERVICE REMARKSSIZEITEM
CIRCULATION
MANUFACTURER AND MODEL
MANUFACTURER AND MODEL
TYPE
DSCH.PHASEVOLTSDIA.
PUMP CAPACITYTYPE
DEPTHGALSLOCATION REMARKS
BASIN CAPACITYITEM HP RPM
HEAD, FTGPM
HEAD, FTGPM
HOT WATER
SERVICE REMARKSVOLTSRPMHPCAPACITY
ITEM PHASE WGT
WALL MOUNTED, FLUSH VALVE---1 1/4"2"4"INTWATER CLOSETWC-1
REMARKSHWCWWASTETRAPARM
DESCRIPTIONITEM VENT
---1/2"11/4"11/2"11/4"DRINKING FOUNTAINDF-1 WITH BOTTLE FILLER, OFCI
NEW OVERFLOW DRAINS---------4"OVERFLOW AREA DRAINOAD-1
---
---
WEILSUB, EXISTING EXISTING EXISTING (2) 50 27 1 2"
1BELL & GOSSET 6 1750 12030'INLINE 1/12
PL SERIES---
RECOVERY VOLTSSIZETANK
WATTSFIXTURE SYSTEM SERVED MODEL NUMBERMANUFACTURER REMARKSPHASE TEMP.
EAST PENTHOUSE480 3 115 BRADFORD WHITE 50A-6-350 6 KW
25 GPH
T@ 100°ROUTE RELEIF TO FLOOR SINK
L-1 LAVATORY COUNTER MOUNTED11/4" 11/2" 11/4" 1/2" 1/2"
SELF-RIMMING, 18 GA. STAINLESS STEEL1/2"1/2"11/2"2"11/2"SINKS-1
NORTH WING
WITH MIXING VALVE1/2"1/2"11/2"2"11/2"FOOT SHOWERFSH-1
ZOELLER CO.ELEVATOR
SUB. 24"x24" 24" 50 20 1750 120 1SUMP 40MIGHTY-MATE
W / HIGH LEVEL ALARM1/3
4.2GALLON
--- ---EXPANSION TANK WATTS SET PRECHARGE TO 30 PSI
3450 120 1
(4) 8230 FLOATS WITH 40' CORDS
EXPANSION TANK WESSELS
TTA-12560
GALLON
PART OF FTDW-1
2445
PROVIDE COVER 8805, (2) 20"8817 PUMP OPENING COVERS,
W / HIGH LEVEL ALARM,
4" 4" 2"
4" 4" 2"
4"
4"
WH-1 WALL HYDRANT --- --- --- 3/4" --- FREEZE PROOF, BOX STYLE
RH-1 ROOF HYDRANT --- --- --- 3/4" --- FREEZE PROOF
1/2"1/2"11/2"2"11/2"SHOWERSH-1 ADA
SHOWERSH-2 --- --- --- --- --- REPLACE EXISTING SHOWER HEAD WITH NEW
PLT-12
--- ---
TANK SCHEDULE
SEWAGE EJECTOR/SUMP PUMP SCHEDULE
PUMP SCHEDULE
SP
2
EWH
1
CP
1
ET
1
SP
1
ET
2
engineers for a sustainable futureTM
www.glumac.com
Job. No.:
Contact:
ISSUE DATE:
PROJECT NO.:
CHECKED BY:
REVISIONS
The
se d
raw
ings
and
thei
r co
nten
t are
the
prop
erty
of S
ER
A A
rchi
tect
s In
c. a
nd a
re to
be
utili
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on th
is p
roje
ct. R
epro
duct
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of a
ny p
art o
f thi
s m
ater
ial,
with
out t
he e
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ss w
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rmis
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RA
AR
CH
ITE
CT
S C
OP
YR
IGH
T 2
012
900 SW Fifth Ave., Suite 1600
Portland, OR 97204
T. 503.227.5280 F. 503.274.7674
02.13.00545
TODD KOLIBABA
ER
B M
EM
OR
I AL
UN
ION
- R
EN
OV
AT
ION
& A
DD
ITI O
NP
AC
KA
GE
4
100%
CO
NS
TR
UC
TIO
N D
OC
UM
EN
TS
2014.08.01
7/3
0/2
014 2
:48:0
3 P
M
P001
11045
SCHEDULES -PLUMBING
UN
IVE
RS
ITY
OF
OR
EG
ON
13T
H A
VE
NU
E &
UN
IVE
RS
ITY
ST
RE
ET
UP
WC-2
WC-1
WC-1
WC-2
L-1
L-1
2"FD-1
WC-2
2"FD-1
L-2
MS-1
?
?
VESTIBULE
V004
HEARTH
001
SURVIVAL CENTER/ STUDENT
INSURGENT
006
MEDIUM CONF
023
STUDENT VETERANS CENTER
015
V. SM. CONF
009
SMALL CONF
011
CLUB SPORTS
007
SUSTAINABILITY COALITION
005
ASUO
004
OUTDOOR PROG.& BIKE
CENTER
008
WOMENS CENTER & SWAT
012
CONF. STORAGE
010
ELEC
020
G.I.
018
GENDER INCLUSIVE
RESTROOM
014
LGBTQA
022
OFFICE COORDINATOR
004B
LEADERSHIP ADVISOR
004E
ACCOUNTANT
004F
DIRECTOR
007B
STORAGE
007A
OFFICE
012A
?
?
CORRIDOR
H015
VESTIBULE
V012
ASST. COORD.
007C
?
??
?
STAIR 3
S003
STAIR 4
S004
STAIR 2
S002
CORRIDOR
H005
LOBBY
L002
MANIFOLD
013
VENDING
019
OFFICE
008B
RENTAL BIKE STORAGE
008A
?
?
OP OFFICE
008BB
LACTATION/ LIBRARY
012D
STORAGE
012E
OFFICE
015A
ACCOUNTING TECH.
004G
ASUO COUNTER
004A
CIRCULATION
H002
CORRIDOR
H015A
FIRE / WATER
016
JANITOR
017
?
?
STOR
015AA
L-1
L-1WC-1
WC-1
DF-1
S-1
PD
PD
PD
SP
1
S-1
3" SAN DN
1 1/2" V UP
2"FD-1
WSP-1 CSD-1ASD-1
2"SAN UP
1 1/2"V UP
3"SAN UP
2"SAN UP
SPILL 2"PD TOFLOOR SINK
4"FS-1
FIRE RISERAND GROUNDFLOOR VALVEASSEMBLY
4"FS-1
2 1/2"CW DNW/SOV
F
FFF
TP-1
2" V UP
WH-1 WH-1
WH-1
WH-1
2"V UP
3/4"HWR UP
4"SAN UP
2"V UP
2"SANUP & DN
2"V DN
4"SANUP & DN
1 1/2"V UP
1"HW UP
8"RDUP & DN(8425 SF)
6"RDUP & DN(8210 SF)
6"RD UP(4255 SF)
6"RD DN(4255 SF)
3"RDUP & DN(750 SF)
6"RD UP(3586 SF)
6"DSN SPILLTO PLANTER(3586 SF)
4"SAN UP
2"SAN UP
2"V UP
1 1/2"V UP
4"SAN DN4"SAN UP
2"FD-1
2"V DN
2" SANUP & DN
2"V DN
4"SANUP & DN
2" V UP
1 1/2"V UP
SPILL ASDTO FS
2"FD-1
1"CW UP
TP-2
2"V DN
2"V UP
M N P Q R S T U V W
22
21
20
19
18
17
16.5
19.7
20.5
21.6
2"SAN UP
2"SAN DNIN WALL
1"CW UP
WCO
WCO
1"RPZ
1"ICW DN
DOM. WATERMETER
2"CW W/SOV
2"CW UP& DN
2"FD-1
2"V
1"
TP-2
2"V DN
2"SAN DN
3/4"
COORDINATE DNS-1LOCATION AS INDICATED ONARCHITECTURAL DRAWINGS
P150B
COORDINATOR
005B
STORAGE
005A
1/2"CA DN,PROVIDE AIR/WATER SEPARATORAND PRESSURE GAUGE AT OUTLET
CA CA CA
1/2"CA UP
engineers for a sustainable futureTM
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The
se d
raw
ings
and
thei
r co
nten
t are
the
prop
erty
of S
ER
A A
rchi
tect
s In
c. a
nd a
re to
be
utili
zed
on th
is p
roje
ct. R
epro
duct
ion
of a
ny p
art o
f thi
s m
ater
ial,
with
out t
he e
xpre
ss w
ritte
n pe
rmis
sion
of S
ER
A A
rchi
tect
s In
c. is
pro
hibi
ted.
SE
RA
AR
CH
ITE
CT
S C
OP
YR
IGH
T 2
012
900 SW Fifth Ave., Suite 1600
Portland, OR 97204
T. 503.227.5280 F. 503.274.7674
02.13.00545
TODD KOLIBABA
ER
B M
EM
OR
I AL
UN
ION
- R
EN
OV
AT
ION
& A
DD
ITI O
N
PA
CK
AG
E 4
100%
CO
NS
TR
UC
TIO
N D
OC
UM
EN
TS
2014.08.01
7/3
0/2
014 2
:48:1
9 P
M
P150A
11045
GROUND LEVEL- NORTH WING -PLUMBING
UN
IVE
RS
ITY
OF
OR
EG
ON
13T
H A
VE
NU
E &
UN
IVE
RS
ITY
ST
RE
ET
SCALE: 1/8" = 1'-0"1GROUND LEVEL FLOOR PLAN - SECTOR A - PLUMBING
KEY PLAN (NTS)
A
0 16 24 328
1/8"-1'-0"
UP
STAIR 1
S001
MECH.
002B
CARD OFFICE
002STAIR 1
S001
VESTIBULE
V001LOBBY
L001
?
?
CARD OFFICE
002A
TICKET OFFICE
003
CIRCULATION
H002ASUO COUNTER
004A
HEARTH
001
?
?
VESTIBULE
V015
HEARTH - SOUTH
--
STAIR 5
S005
STAIR 9
S009
PUB KITCHEN
046A
HOLDEN CENTER
047
MECHANICAL
046B
SP
1
21
MARKET
049
6
4
4"GW DN
6
4
L M N P
22
21
20
19
18
17
16
15
14
13
HGFEDC
14.2
15.5
16.2
17.0
17.5
17.9
19.7
20.5
21.6
12.7
2"V CFF
(E) RD DN 3/4"HW,1"CW UP
POC 1"HW, 3/4"HWRTO EXISTING
2"GW CFF
4"RD UP & DN(3130 SF)
6"RDUP & DN(4640 SF)
SPILL 2" PDTO EXISTINGFLOOR SINK
(E) 6"RD
(E) 3"RD
(E) 4"RD
(E) 4"RD
(E) 4"SAN(E) 4"SAN(E) 4"SAN
(E) 2"RD
(E) 3"RD
6"RD DN
3"SAN UPTO FS
2"V UP
1/2"TP LINE UPTO ASSEMBLY ABOVE
CAP EXISTING 4" SAN
POC 3"SANTO EXISTING
POC
POC
POC2"CW
2"V CFF
2"V CFF
POC 2" VTO EXISTING
4"SAN UP & DN
SEISMIC JOINT
3"SAN CFF
EXISTING HAND SINKTO BE REMOVED, CAPSERVICESBACK TO MAINS
CAP EXISTINGWASTE LINE
POC 3/4"HW, 1"CW2"
P150A
OFFICE
047C OFFICE
047BOFFICE
047AOFFICE
047D
OFFICE
047E
HOLDEN CENTER
047
PUB KITCHEN
046A
MARKET
049
STORAGE
051A
COFFEE
049A
BANK
050
MANIFOLD
004AA
engineers for a sustainable futureTM
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ISSUE DATE:
PROJECT NO.:
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The
se d
raw
ings
and
thei
r co
nten
t are
the
prop
erty
of S
ER
A A
rchi
tect
s In
c. a
nd a
re to
be
utili
zed
on th
is p
roje
ct. R
epro
duct
ion
of a
ny p
art o
f thi
s m
ater
ial,
with
out t
he e
xpre
ss w
ritte
n pe
rmis
sion
of S
ER
A A
rchi
tect
s In
c. is
pro
hibi
ted.
SE
RA
AR
CH
ITE
CT
S C
OP
YR
IGH
T 2
012
900 SW Fifth Ave., Suite 1600
Portland, OR 97204
T. 503.227.5280 F. 503.274.7674
02.13.00545
TODD KOLIBABA
ER
B M
EM
OR
I AL
UN
ION
- R
EN
OV
AT
ION
& A
DD
ITI O
N
PA
CK
AG
E 4
100%
CO
NS
TR
UC
TIO
N D
OC
UM
EN
TS
2014.08.01
7/3
0/2
014 2
:48:3
4 P
M
P150B
11045
GROUND LEVEL- HEARTH -PLUMBING
UN
IVE
RS
ITY
OF
OR
EG
ON
13T
H A
VE
NU
E &
UN
IVE
RS
ITY
ST
RE
ET
SCALE: 1/8" = 1'-0"1GROUND LEVEL FLOOR PLAN - SECTOR B - PLUMBING
#KEYED NOTES
POC 1"CW, 1"HW TO EXISTING.
NEW PUB LOCATION PLUMBING FIXTURES -TBD.PROVIDE 1" COLD WATER & 1"HOT WATER STUB FOR T.I. WORK,AND INDIVIDUAL METER.
NEW COFFEE SHOP LOCATION PLUMBING FIXTURES - TBDPROVIDE 1"COLD WATER STUB FOR T.I. WORK, AND INDIVIDUALMETER.
3/4" HOT WATER STUBBED FOR FUTURE T.I. WORK. PROVIDE HOTWATER METER AT EASH RETAIL SPACE.
SEE DOMESTIC COLD WATER RISER DIAGRAM 1/P6.01 FOR NEWAND EXISTING SYSTEMS.
1" COLD WATER STUBBED FOR FUTURE T.I. WORK., PROVIDECOLD WATER METER AT EACH RETAIL SPACE.
1.
2.
3.
4.
5.
6.
KEY PLAN (NTS)
B
0 16 24 328
1/8"-1'-0"
?
?
?
?
UR-2UR-1WC-1
2"FD-1
WC-2
L-1L-1L-1
L-1L-1L-1
2"FD-1
WC-2
WC-1WC-1WC-1WC-1
DF-1
1
1
NOT IN SCOPESEE PACKAGE 1
POC 3/4"HW, 2"CWTO EXISTING UNDERPACKAGE 1
"O" LOUNGE
L005
MEN
032
JANITOR
035
ELECTRICAL
034
TECHNOLOGY LOUNGE
L004
CIRCULATION
H036
CAMPUS DIGITAL PRINT
CENTER
036
CORRIDOR
H037
STORAGE
038B
MAIN ELECTRICAL
037A
STAIR 6
S006
SEATING
L003
WOMEN
033
VESTIBULE
V017
STAIR 7
S007
2"CW UP
4"SAN UP
2"SAN UP
1/2"TP LINE UP TOASSEMBLY ABOVE
1/2"TP LINE UP TOASSEMBLY ABOVE
4" SAN UP
2" CW UP
2"SAN UP
3/4"HW, CW UP
L M N
13
12.5
12
11.5
11
10
9.5
9
8
7
6
5
4
3
2
1
0.5
KJHGFE
12.7
12.2
6"RD UP(2715 SF)PACKAGE 1
POC 6"RDI.E.=444.00'SEE CIVIL FOR CONT.PACKAGE 1
4"RD UP
POC 4"RDTO EXISTING INPACKAGE 1
POC 4"RDTO EXISTING INPACKAGE 1
4"RD UP
3"RD/OD UP(200 SF)
COMBINE OD INTOPRIMARY RD ON THEVERTICAL AS PER CODE6"RD DN (3065 SF)
4"RD UP(2865 SF)
4"V UP
4"SAN DNWHA
2"SAN DNW/WCO
2"SAN DNW/WCO
3/4"HW,CW
2"CW DNTO HEADER
3/4"HW,CW
1/2"HWR,1/2"HW,1 1/2"CW UP
1/2"CW,2"SAN DN
WCO
SEISMIC JOINT
POC 6"SANSEE CIVIL FOR CONT.PACKAGE 1
4"SAN DN
EXISTING 5"RD(3270 SF)
1"HWR
2 1/2"HW
(E)
(E)
(E)
(E)
POC
POC
3/4"
1"
3/4"
1 1/2"
1/2"
2"
(E)2 1/2"
(E)1/2"
(E)2"
(E)4"
2"SAN UP
POC
3/4"HW
1"CW
3"POC3/4"HW
POC 2" CW
POC 2"V
3"V
4"V
2"FD-1
MS-1
TP-2
P150B
TELECOM
SEATING
L003
WELLNESS CENTER
041
STBY ELEC
037
MECHANICAL
038
ELEV MACHINE
039
4"SAN UP & DN
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ings
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r co
nten
t are
the
prop
erty
of S
ER
A A
rchi
tect
s In
c. a
nd a
re to
be
utili
zed
on th
is p
roje
ct. R
epro
duct
ion
of a
ny p
art o
f thi
s m
ater
ial,
with
out t
he e
xpre
ss w
ritte
n pe
rmis
sion
of S
ER
A A
rchi
tect
s In
c. is
pro
hibi
ted.
SE
RA
AR
CH
ITE
CT
S C
OP
YR
IGH
T 2
012
900 SW Fifth Ave., Suite 1600
Portland, OR 97204
T. 503.227.5280 F. 503.274.7674
02.13.00545
TODD KOLIBABA
ER
B M
EM
OR
I AL
UN
ION
- R
EN
OV
AT
ION
& A
DD
ITI O
N
PA
CK
AG
E 4
100%
CO
NS
TR
UC
TIO
N D
OC
UM
EN
TS
2014.08.01
7/3
0/2
014 2
:48:5
6 P
M
P150C
11045
GROUND LEVEL- 1962 ADDITION- PLUMBING
UN
IVE
RS
ITY
OF
OR
EG
ON
13T
H A
VE
NU
E &
UN
IVE
RS
ITY
ST
RE
ET
SCALE: 1/8" = 1'-0"1GROUND LEVEL FLOOR PLAN - SECTOR C - PLUMBING
#KEYED NOTES1. RECONFIGURED RESTROOMS PROVIDE NEW LOW FLOW
PLUMBING FIXRUTES AND RECONNECT TO EXISTING SERVICE.
AB018 04/09/14
KEY PLAN (NTS)
C
0 16 24 328
1/8"-1'-0"
GENERAL MGR
045G
MUSIC LIBRARY
045JKWVA
045
OFFICE
045DEQUIP
045ERACK ROOM
045F
STORAGE
043B
SMALL CONFERENCE
044
STUDENT RESOURCE STUDIO
043
MIXING
043A
CALL CENTER
040
COMPUTER LAB
042
WELLNESS CENTER
041
MECHANICAL
038
CORRIDOR
H038
ELEV MACHINE
039
STORAGE
038B
CORRIDOR
H037
1
WASTE PIPING TO BEREPLACED AND REROUTE ANY KITCHENWASTE LINES TO THENEW GREASE INTERCEPTOR
1/2"HW,2"GW UP
POC 1/2" HWTO EXISTING
CAP 4" SAN
2"V UP
1"CW,3/4"HW,1"G UP
1"CW,3/4"HW,1"G UP
1"CW,3/4"HW,1"G UP
10
9.5
9
8
7
6
5
4
3
EDCA
14.2
12.7
12.2
1"CW,3/4"HW,1"G UP
B
2
2
2
2 2
NEW 4" GW DN
3/4"HW,1"CW UP
4" GW CFF
POC 2"SANTO (E)2"
POC
POC
POC
POC
POC
4"V
3"
POC
2"HW
1"HWR
1 1/2"
POC
3/4"
RECONNECT TO NEWPLUMBING EQUIPMENT
CONNECT HW, CW, HWRTO NEW WATER HEATINGEQUIPMENT
S-1
POC
ROUTE NEW2 1/2"HW,1" HWR TONEW HEATING WATEREQUIPMENT
4"@ 1%
POC 2"SANTO (E)2"
POC 3"SANTO (E)3"
POC 3"SANTO (E)3"
POC 3"SANTO (E)3"
(E)4"
POC 3/4"HW,CWTO (E)
CONNECT 1 1/2"V TONEXTEST (E) VENT
CORRIDOR
H042
CIRCULATION
H036
LIVE BROADCAST
045B
LIVE BROADCAST
045A
PRODUCTION STUDIO
045M
(E)
(E)
(E)(E)
(E)(E)
engineers for a sustainable futureTM
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ings
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r co
nten
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erty
of S
ER
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rchi
tect
s In
c. a
nd a
re to
be
utili
zed
on th
is p
roje
ct. R
epro
duct
ion
of a
ny p
art o
f thi
s m
ater
ial,
with
out t
he e
xpre
ss w
ritte
n pe
rmis
sion
of S
ER
A A
rchi
tect
s In
c. is
pro
hibi
ted.
SE
RA
AR
CH
ITE
CT
S C
OP
YR
IGH
T 2
012
900 SW Fifth Ave., Suite 1600
Portland, OR 97204
T. 503.227.5280 F. 503.274.7674
02.13.00545
TODD KOLIBABA
ER
B M
EM
OR
I AL
UN
ION
- R
EN
OV
AT
ION
& A
DD
ITI O
N
PA
CK
AG
E 4
100%
CO
NS
TR
UC
TIO
N D
OC
UM
EN
TS
2014.08.01
7/3
0/2
014 2
:49:1
2 P
M
P150D
11045
GROUND LEVEL- SOUTHWEST -PLUMBING
UN
IVE
RS
ITY
OF
OR
EG
ON
13T
H A
VE
NU
E &
UN
IVE
RS
ITY
ST
RE
ET
SCALE: 1/8" = 1'-0"1GROUND LEVEL FLOOR PLAN - SECTOR D - PLUMBING
#KEYED NOTES1. SEE SHEET P401 FOR PLUMBING EQUIPMENT LAYOUT.2. 4" GREASE WASTE CAPPED FOR FUTURE.
KEY PLAN (NTS)
D
0 16 24 328
1/8"-1'-0"
WC-2
WC-1
WC-1
WC-2
L-1
L-12"FD-1
L-1
L-1
L-1
UR-2
UR-1
S-1
MS-13"V UP
FSH-1
FSH-1
DF-1
WSP-1CSD-1ASD-1
2"FD-1
3/4"HWRUP & DN
2"V UP
2"V DN
F F
2"V UP
2"V UP
2"SANUP & DN
4"SANUP & DN
3"V UP & 2"V DN
2"V DN
4" SANUP & DN
2"V DN
MULTICULTURAL CENTER
109
VSA
109FAPASU KP
109GV SMALL CONF ROOM
112
JAN
113
MENS WASH
114MEDITATION
115
WOMENS WASH
116
TELECOM
117
ELEC
118
WOMEN
111
MEN
110
CORRIDOR
H110MEDIUM CONF
119
CAER
109N
MCC DIRECTOR
109M
MSA
109L
STOR.
109K
BWA
109B
BSU
109AMEDIUM CONF
104?
?
CONF STORAGE
106
MECHA
109ENASU
109DLARGE CONF
107
STAIR 2
S102
SEATING
121
STAIR 3
S103
6"RD UP(8210 SF)
1 1/2"V DN
1 1/2"V DN
8"RDUP & DN(8425 SF)
6"RDUP & DN(3586 SF)
6"RDUP & DN(4255 SF)
3"RDUP & DN(750 SF)
6"RD DN(8210 SF)
2"SAN UP
2"V UP
3"SAN UP
1 1/2"V UP
4"SANUP & DN
2"V DN
1 1/2"V DN
2"FD-1
2"SAN UP
4"SAN DN
1"CW UP
1"CW DN
4"SAN UP
3/4"HW & CWUP & DN
2"V UP
2
EU201
M N P Q R S T U V W
22
21
20
19
18
17
16.5
19.7
20.5
21.6
2"SAN DN
6"RD DN(3730 SF)
3"RD/OD UP(1060 SF)
COMBINE ODINTO THE PRIMARYRD AS PER CODE
6"@ 2%
SEISMIC JOINT
SEE DETAIL2/P801
HB-1
1/2"
3"SAN DN,2"SAN UP
2"CW UP,2" HEADER W/SOV
2"HEADER W/ SOV
1/2"CW2"V DN
CORRIDOR
H110
STUDENT STREET
H104
engineers for a sustainable futureTM
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The
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raw
ings
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r co
nten
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erty
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ER
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rchi
tect
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nd a
re to
be
utili
zed
on th
is p
roje
ct. R
epro
duct
ion
of a
ny p
art o
f thi
s m
ater
ial,
with
out t
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of S
ER
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YR
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T 2
012
900 SW Fifth Ave., Suite 1600
Portland, OR 97204
T. 503.227.5280 F. 503.274.7674
02.13.00545
TODD KOLIBABA
ER
B M
EM
OR
I AL
UN
ION
- R
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OV
AT
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& A
DD
ITI O
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PA
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CO
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TR
UC
TIO
N D
OC
UM
EN
TS
2014.08.01
7/3
0/2
014 2
:49:2
7 P
M
P151A
11045
LEVEL 1 - NORTHWING -PLUMBING
UN
IVE
RS
ITY
OF
OR
EG
ON
13T
H A
VE
NU
E &
UN
IVE
RS
ITY
ST
RE
ET
SCALE: 1/8" = 1'-0"1LEVEL 1 FLOOR PLAN - SECTOR A - PLUMBING
KEY PLAN (NTS)
A
0 16 24 328
1/8"-1'-0"
UP
DN
PROVIDE 1"RPZFOR HVAC MAKE UP WATER
RELOCATED GAS METER
RECONNECT TO EXISTINGGAS LINE ROUTED TOTAYLOR LOUNGE FIRE PLACES
G
3"FS-1
HB-1
NEW FIRE PROTECTIONRISER, RECONNECT TOEXISTING SYSTEM
DUCKSTORE
102
MECH
103
STAIR 11
S111
STAIR 1
S101
?
?
LANDING
H102
BRIDGE
R102
STAIR 2
S102
HALLWAY
H101TAYLOR LOUNGE
101
STAIR 9
S109STAIR 5
S105
EMU LOBBY
L101
L M N
21
20
19
18
17
16
15
14
13
12.5
HGFE
14.2
15.5
16.2
17.0
17.5
17.9
19.7
20.5
21.6
12.7
12.2
6"RD DN(4065 SF)
6"RD UP(3135 SF)
4"RD DN(3405 SF)
4"RD UP(2730 SF)
3"RD UP(445 SF)
3"RD/OD UP(485 SF)
COMBINE ODINTO THE PRIMARYRD AS PER CODE
(E) 6"SAN DN
(E)1 1/4"HW,(E)2 1/2"CW
(E) 4" V UP
2"V DN
POC 3/4"TO EXISTING
POC
1/2"HW UP
2"SAN UP
1/2"TP UPTO ASSEMBLY ABOVE
1 1/2"CW UP
4"SAN UP
4"SAN DN
PROVIDE SEISMICSHUT OFF
SEISMIC JOINT
SEISMIC JOINT
HOLD TIGHTTO STRUCTURE
4"@ 1%
6"@ 1%
1 1/2"CW
/2"HW
1/2"HWR
3"RD/OD UP(200 SF)
3"RD/OD UP(475 SF)
COMBINE ODINTO THE PRIMARYRD AS PER CODE
COMBINE ODINTO THE PRIMARYRD AS PER CODE
4"@ 1%
WH-1
POC 1" TOEXISTING
3/4"CW, 3/4"HW CFF,PROVIDE SUB-METER
(E)
(E)
(E)
(E) (E)
(E)
(E)
(E)
(E)
(E)(E)
(E)
(E)(E)(E)
(E)(E)
POC 1/2"HWRTO EXISTING
SEATING
133
2"SAN UP
HOLD TIGHTTO STRUCTURE
3/4"
1/2"CA DN
1/2"CA DN, AND ROUTED TOEXISTING CA IN UTILITY TUNNEL
CA
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The
se d
raw
ings
and
thei
r co
nten
t are
the
prop
erty
of S
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tect
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on th
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of a
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ater
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with
out t
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of S
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s In
c. is
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SE
RA
AR
CH
ITE
CT
S C
OP
YR
IGH
T 2
012
900 SW Fifth Ave., Suite 1600
Portland, OR 97204
T. 503.227.5280 F. 503.274.7674
02.13.00545
TODD KOLIBABA
ER
B M
EM
OR
I AL
UN
ION
- R
EN
OV
AT
ION
& A
DD
ITI O
N
PA
CK
AG
E 4
100%
CO
NS
TR
UC
TIO
N D
OC
UM
EN
TS
2014.08.01
7/3
0/2
014 2
:49:4
2 P
M
P151B
11045
LEVEL 1 -HEARTH & MILLSCENTER -PLUMBING
UN
IVE
RS
ITY
OF
OR
EG
ON
13T
H A
VE
NU
E &
UN
IVE
RS
ITY
ST
RE
ET
SCALE: 1/8" = 1'-0"1LEVEL 1 FLOOR PLAN - SECTOR B - PLUMBING
KEY PLAN (NTS)
B
0 16 24 328
1/8"-1'-0"
WC-1
WC-2UR-1UR-2
L-1 L-1
WC-1 WC-2
2"FD-1
2"FD-1
WC-2L-2
MS-1
TP-2
WHA
4"SAN DN
2"SAN DN
V. SM. CONF132
V. SM. CONF131
??
STAIR 10S110
STORAGE130
FOOD SERVICE VENDOR 3158
FOUNTAIN COURT SEATING134A
SEATING134B
STAIR 6S006
FOYERH134
ROGUE CONF (MEDIUM)140
UMPQUA CONF (SMALL)141
JANITOR142
HALLWAYH143 TOILET
143
STAIR 7S107
V LARGE CONF ROOMSTORAGE
145A
V. LARGE CONF145
V. LARGE CONF146
??
STAIR 8S108
CONFERENCE STORAGE147
??
STORAGE150
L-1 L-1
DF-1
L M N
12
11.5
11
10
9.5
9
8
7
6
5
4
3
2
1
0.5
KJHGF
POC 3/4"HW,CW &TO EXISTING INCEILING
3"ADO-13"AD-1(200 SF)
4"RDUP & DN(2865 SF)
4"V UP
4"V DN
3"SAN DNCONNECT IN CHASE
4"SAN DN2"V
1/2"HWR,3/4"HW,1 1/2"CW DN
3/4"HW,CW
2"CW DN
2"CW DN
WHA
6"RD UP & DN(2715 SF)
EXISTING 5"RD UP & DN(3270 SF)
3"SAN UP
3"V
2"V
3"V UP
1"CW UP
4"RDUP & DN
4"RDUP & DN
CORRIDORH145
MENS RESTROOM148
WOMENS RESTROOM149
DEMO EXISTINGUTILITY SINK, REMOVESERVICES BACK TOMAINS AND CAP
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The
se d
raw
ings
and
thei
r co
nten
t are
the
prop
erty
of S
ER
A A
rchi
tect
s In
c. a
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utili
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on th
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epro
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of a
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art o
f thi
s m
ater
ial,
with
out t
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xpre
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ritte
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sion
of S
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s In
c. is
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hibi
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SE
RA
AR
CH
ITE
CT
S C
OP
YR
IGH
T 2
012
900 SW Fifth Ave., Suite 1600
Portland, OR 97204
T. 503.227.5280 F. 503.274.7674
02.13.00545
TODD KOLIBABA
ER
B M
EM
OR
I AL
UN
ION
- R
EN
OV
AT
ION
& A
DD
ITI O
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PA
CK
AG
E 4
100%
CO
NS
TR
UC
TIO
N D
OC
UM
EN
TS
2014.08.01
7/3
0/2
014 2
:49:5
5 P
M
P151C
11045
LEVEL 1 - 1962ADDITION -PLUMBING
UN
IVE
RS
ITY
OF
OR
EG
ON
13T
H A
VE
NU
E &
UN
IVE
RS
ITY
ST
RE
ET
SCALE: 1/8" = 1'-0"1LEVEL 1 FLOOR PLAN - SECTOR C - PLUMBING
AB018 04/09/14
KEY PLAN (NTS)
C
0 16 24 328
1/8"-1'-0"
UP
(E) ALARM BELL
(E) 2-WAY FDC
PROVIDE 3/4"HOT, 1"COLD WATER CAPPEDWITH SUB METERS, 1"GAS, 2"VENTCAPPED FOR FUTURE T.I. WORK TO BEDETERMINED AT A LATER DATE, EACHRETAIL SPACE TO BE INDIVIDUALLY METERAND GREASY WASTE LINE ROUTED TONEW GREASE INTERCEPTOR
(E) 2-WAY FDC
(E) HOSE BIB
10
9.5
9
8
7
6
5
4
GFEDCA
14.2
12.7
12.2
EXISTING FIXTURES INTO REMAIN IN SERVICE
PROVIDE 3/4"HOT, 1"COLD WATER CAPPEDWITH SUB METERS, 1"GAS, 2"VENTCAPPED FOR FUTURE T.I. WORK TO BEDETERMINED AT A LATER DATE, EACHRETAIL SPACE TO BE INDIVIDUALLY METERAND GREASY WASTE LINE ROUTED TONEW GREASE INTERCEPTOR
PROVIDE 3/4"HOT, 1"COLD WATER CAPPEDWITH SUB METERS, 1"GAS, 2"VENT CAPPED FORFUTURE T.I. WORK TO BE DETERMINED AT ALATER DATE, EACH RETAIL SPACE TO BEINDIVIDUALLY METERED AND GREASY WASTELINE ROUTED TO NEW GREASE INTERCEPTOR
2"V
2"V CFF2"V CFF
3/4"HW, 1"CW DN
3/4"HW, 1"CW CFF2"V CFF
B
EXISTING FIXTURES INTO REMAIN IN SERVICE
4"V DN
4"V UP
2"SAN UP
1 1/2"V UP
2"SAN UP
(E)4"SAN UP
POC 2"SANTO (E)4" SAN
(E) 1/2"HW, CW
EXISTING SINKTO REMAIN
PROVIDE HW, CWSUB-METERS
(E)
(E)
(E)
(E)(E)
(E)
(E)
(E)
(E)
(E)
POC
POC
POC
engineers for a sustainable futureTM
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PROJECT NO.:
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The
se d
raw
ings
and
thei
r co
nten
t are
the
prop
erty
of S
ER
A A
rchi
tect
s In
c. a
nd a
re to
be
utili
zed
on th
is p
roje
ct. R
epro
duct
ion
of a
ny p
art o
f thi
s m
ater
ial,
with
out t
he e
xpre
ss w
ritte
n pe
rmis
sion
of S
ER
A A
rchi
tect
s In
c. is
pro
hibi
ted.
SE
RA
AR
CH
ITE
CT
S C
OP
YR
IGH
T 2
012
900 SW Fifth Ave., Suite 1600
Portland, OR 97204
T. 503.227.5280 F. 503.274.7674
02.13.00545
TODD KOLIBABA
ER
B M
EM
OR
I AL
UN
ION
- R
EN
OV
AT
ION
& A
DD
ITI O
N
PA
CK
AG
E 4
100%
CO
NS
TR
UC
TIO
N D
OC
UM
EN
TS
2014.08.01
7/3
0/2
014 2
:50:0
8 P
M
P151D
11045
LEVEL 1 - FOODSERVICE -PLUMBING
UN
IVE
RS
ITY
OF
OR
EG
ON
13T
H A
VE
NU
E &
UN
IVE
RS
ITY
ST
RE
ET
SCALE: 1/8" = 1'-0"1LEVEL 1 FLOOR PLAN - SECTOR D - PLUMBING KEY PLAN (NTS)
D
0 16 24 328
1/8"-1'-0"
L M N
14
13
12.5
12
11.5
11
10
9.5
9
8
7
6
5
4
3
2
1
0.5KJHGFEDCA
14.2
12.7
12.2
WC-2
L-2
RECONNECT TOEXISTING SERVICES
SH-1
2"FD-1
CONNECT 2"VTO EXISTING VENT SYSTEM
B
4"RD UPTIE OVERFLOW INTO THEPRIMARY ROOF DRAIN ON THEVERT AS PER CODE AND SIZEAT 3"/HR DOWN STREAM.
3"RD/OD UP(1450 SQFT)
3"RD/OD UP(1450 SQFT)
4"RD UPTIE OVERFLOW INTO THEPRIMARY ROOF DRAIN ON THEVERT AS PER CODE AND SIZEAT 3/HR DOWN STREAM.
3"RD UP & DN(825 SF)
4"RD UP(2040 SF)4" RD DN(2865 SF)
COMBINE OD INTO THEPRIMARY RD ON THE VERTICALAS PER CODE (3270 SF)CONNECT TO THE EXISTING 5"RD
COMBINE OD INTO THEPRIMARY RD ON THE VERTICALAS PER CODE(6"RD DN 2715 SF)PACKAGE 1
3" RD UP(350 SF)
3"RD/OD UP(2470 SF)
3"RD/OD UP(2205 SF)
3"RD/OD UP(160 SF)
3"SAN UP
2"V UP
1"CW UP
1/2"TP UPTO ASSEMBLY
3"SAN DN
1"CW DN
1/2"HW UP
2"SAN UP
2"SAN UPTO FD
1 1/2"CW UP
4"SAN UP
4"SAN DN
1 1/2"CW,1/2"HW,1/2"HWR DN
3"RD UP(800 SF)
4"@ 1%
3"@ 2%
EXISTING RESTROOMTO REMAIN
3"V DN
PROVIDE SEISMICGAS SHUT OFF VALVEON EXISTING GAS TRAIN
CONTRACTOR TOVERIFY EXISTINGFD & PIPING CAN BEREUSED
(E)2" MG
(E) 1 1/2" MG
(E) 1 1/4" MG
(E)1 1/4" MG
4"@ 1%
(E)
(E)
(E)
(E)
(E)
(E)
4"V DN
4"V UP
engineers for a sustainable futureTM
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The
se d
raw
ings
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thei
r co
nten
t are
the
prop
erty
of S
ER
A A
rchi
tect
s In
c. a
nd a
re to
be
utili
zed
on th
is p
roje
ct. R
epro
duct
ion
of a
ny p
art o
f thi
s m
ater
ial,
with
out t
he e
xpre
ss w
ritte
n pe
rmis
sion
of S
ER
A A
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tect
s In
c. is
pro
hibi
ted.
SE
RA
AR
CH
ITE
CT
S C
OP
YR
IGH
T 2
012
900 SW Fifth Ave., Suite 1600
Portland, OR 97204
T. 503.227.5280 F. 503.274.7674
02.13.00545
TODD KOLIBABA
ER
B M
EM
OR
I AL
UN
ION
- R
EN
OV
AT
ION
& A
DD
ITI O
N
PA
CK
AG
E 4
100%
CO
NS
TR
UC
TIO
N D
OC
UM
EN
TS
2014.08.01
7/3
0/2
014 2
:50:2
9 P
M
P151mD
11045
MEZZANINE -LEVEL 1 SOUTH -PLUMBING
UN
IVE
RS
ITY
OF
OR
EG
ON
13T
H A
VE
NU
E &
UN
IVE
RS
ITY
ST
RE
ET
SCALE: 1/8" = 1'-0"1MEZZANINE FLOOR PLAN - SECTOR D - PLUMBING
AB018 04/09/14
KEY PLAN (NTS)
D
0 16 24 328
1/8"-1'-0"
WC-2
WC-1
WC-1
WC-2
L-1
L-1
2"FD-1L-1
L-1
L-1UR-2
UR-1
MS-1
2"FD-1
S-1
3"V DN
4"V UPTO 4"VTR
2 1/2" V DN
4" SAN DN
4" SAN DN
1 1/2" V DN
2" SAN DN
4" SAN DN
1 1/2"HW UP
DF-1
4" V UP
CSP-1ASD-1
WSP-1
S-1
1 1/2"CW UP
3/4"HWR UP
3/4"HWR
2"CW DN
MEN'S CENTER
211
STAIR 2
S202
SUPPLY
213A
NON-TRADITIONAL STUDENT
UNION
212
STUDENT ACTIVITIES AND
RESOURCE CENTER
213
COPY CENTER
213B
CHAIR STORAGE
213C
V. SM. CONF
210
STUDENT ACTIVITIES AND
RESOURCE CENTER
213
SEATING STORAGE
214D
TEAM
213D
TEAM
213E
DIRECTOR
213F
ASUO ADVISOR
213G
MF AUDITORIUM STORAGE
214C
STORAGE
214B AV
214A
MULTI-FUNCTIONAL
AUDITORIUM
214
?
?
MEN
216
WOMEN
217
OFFICE
223A
CULTURAL FORUM
223
STAIR 3
S203
ELECTRICAL
222
JAN
221
MEDIUM CONF
219
STORAGE
218
VESTIBULE
V214C
CORRIDOR
H223
STUDY/ COLLABORATION
H201
CIRCULATION
H200
MEDIUM CONF ROOM
230
4"RD /OD UP(3430 SF)
3"RD/OD UP(2325 SF)
4"RD /OD UP(3430 SF)
COMBINE OD INTO THEPRIMARY RD ON THE VERTICALAS PER CODE6"RD DN (8210 SF)
COMBINE OD INTO THEPRIMARY ROOF DRAIN ON THE VERTICALAS PER CODE,6"RD DN (3430 SF)
3"RD/OD UP(750 SF)
COMBINE OD INTO THEPRIMARY ROOF DRAIN ON THEVERTICAL AS PER CODE,3"RD DN (750 SF)
4"RD/OD UP(1925 SF)
COMBINE OD INTO THEPRIMARY ROOF DRAIN ON THEVERTICAL AS PER CODE,6"RD DN (4255 SF)
4"RD/OD UP(3586 SF)
COMBINE OD INTO THEPRIMARY RD ON THEVERTICALAS PER CODE (TYPICAL)6"RD DN (3586 SF)
3"RD/OD UP(2445 SF)
3"RD/OD UP(840 SF)
3"RDDN(1490 SF)
3" OD (3400 SF)
2" V DN
4"SAN UP
2"V UP
4"SAN UP
2"V UP
1/2"TP UPTO ASSEMBLY ABOVE
2"V UP
2"SAN DN
4"SAN UP
1"CW UP
1/2"TP LINE UP TOASSEMBLY ABOVE
4"SAN DN
2"V UP
SPRINKLER LINE UPTO PENTHOUSE
2"FD-1
(2) 1/2" TRAP PRIMERASSEMBLY ABOVE
2"V UP
M N P Q R S T U V W
22
21
20
19
18
17
16.5
19.7
20.5
21.6
COMBINE OD INTO THEPRIMARY ROOF DRAIN ON THEVERTICAL AS PER CODE,8"RD DN (8425 SF)
4"RD/OD UP(2550 SF)
3"RD/OD UP(2455 SF)
6"RD/OD(5885 SF)
SEISMIC JOINT
2"CW DN
WHA
3/4"HW,3/4"CW DN
2" V DN
3"V DN
1/2"HW,CW1 1/2"V, 2"SAN DN
3"V DN
4"SAN UP
4"SAN DN
3/4"HW,CW
WHA
3"V DN
REFERENCE STRUCTURALFOR GLULAM PENETRATIONLOCATIONS
6"
1"CW,1/2"HW,1/2"HWR
REFERENCE STRUCTURALFOR GLULAM PENETRATIONLOCATIONS
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The
se d
raw
ings
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r co
nten
t are
the
prop
erty
of S
ER
A A
rchi
tect
s In
c. a
nd a
re to
be
utili
zed
on th
is p
roje
ct. R
epro
duct
ion
of a
ny p
art o
f thi
s m
ater
ial,
with
out t
he e
xpre
ss w
ritte
n pe
rmis
sion
of S
ER
A A
rchi
tect
s In
c. is
pro
hibi
ted.
SE
RA
AR
CH
ITE
CT
S C
OP
YR
IGH
T 2
012
900 SW Fifth Ave., Suite 1600
Portland, OR 97204
T. 503.227.5280 F. 503.274.7674
02.13.00545
TODD KOLIBABA
ER
B M
EM
OR
I AL
UN
ION
- R
EN
OV
AT
ION
& A
DD
ITI O
N
PA
CK
AG
E 4
100%
CO
NS
TR
UC
TIO
N D
OC
UM
EN
TS
2014.08.01
7/3
0/2
014 2
:50:4
6 P
M
P152A
11045
LEVEL 2 - NORTHWING -PLUMBING
UN
IVE
RS
ITY
OF
OR
EG
ON
13T
H A
VE
NU
E &
UN
IVE
RS
ITY
ST
RE
ET
SCALE: 1/8" = 1'-0"1LEVEL 2 FLOOR PLAN - SECTOR A - PLUMBING
KEY PLAN (NTS)
A
0 16 24 328
1/8"-1'-0"
RDRD
EXISTING PLUMBING
FIXTURES TO REMAIN
WC-2
L-22"FD-1
CIRCULATION
H200
CORRIDOR
H230
MEDIUM CONF
231
?
?
MEDIUM CONF
232
SHARED STORAGE
233
TCOM / ELEC
234
G.I.
235
?
?
PREFUNCTION
L212
MC MILLAN GALLERY
201
MEN
203
STAIR 9
S209
WOMEN
204
ART STAGING
205
RAMP
R201
L M N
21
20
19
18
17
16
15
14
13
12.5
12
11.5HGFE
14.2
15.5
16.2
17.0
17.5
17.9
19.7
20.5
21.6
12.7
12.2
4"SAN UP
4"SAN DN IN CHASECONNECT TOEXISTING IN WALL
1 1/2"CW UP
CONNECT 1 1/2"CWTO EXISTING HEADER &EXTEND UP TOABOVE CEILING
4"RD/OD UP(3135 SF)
COMBINE OD INTO THEPRIMARY RD ON THE VERTICALAS PER CODE6"RD DN (3135 SF)
4"RD/OD UP(2270 SF)
COMBINE OD INTO THEPRIMARY RD ON THE VERTICALAS PER CODE4"RD DN (2730 SF)
3"RD/OD UP(460 SF)
(E)3"RD UP(445 SF)
3"RD & OD UP(445 SF)
EXISTING4"OD UP
4"OD TIE INTOPRIMARY RD ASPER CODE
POC
2"SAN DN
4"SAN DN
1 1/2"CW DN
1/2"HW DN
3/4"UP TO RH-1
1/8" DRAIN DNCONNECT TOL-2 TAILPIECE
1/8" DRAIN FROM RH-1
SEISMIC JOINT
WHA
(E)6"RD DN
(E)4"RD
(E)4"RD
3"RD DN(445 SF)
(E) GAS FIRE PLACE (E) GAS FIRE PLACE
COMBINE OD INTO THEPRIMARY RD ON THE VERTICALAS PER CODE3"RD DN (445 SF)
1/2"TP LINEUP TO ASSEMBLY
2"SAN UP
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of S
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T 2
012
900 SW Fifth Ave., Suite 1600
Portland, OR 97204
T. 503.227.5280 F. 503.274.7674
02.13.00545
TODD KOLIBABA
ER
B M
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OR
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- R
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& A
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UC
TIO
N D
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UM
EN
TS
2014.08.01
7/3
0/2
014 2
:51:0
3 P
M
P152B
11045
LEVEL 2 -HEARTH & MILLSCENTER -PLUMBING
UN
IVE
RS
ITY
OF
OR
EG
ON
13T
H A
VE
NU
E &
UN
IVE
RS
ITY
ST
RE
ET
SCALE: 1/8" = 1'-0"1LEVEL 2 FLOOR PLAN - SECTOR B -PLUMBING
KEY PLAN (NTS)
B
0 16 24 328
1/8"-1'-0"
3"FS-1
TP-2
L M N
12
11.5
11
10
9.5
9
8
7
6
5
4
3
2
1
0.5
KJHGFE
3"RD/OD UP(800 SF)PACAKAGE 1
3"RD/OD UP(350 SF)PACAKAGE 1
COMBINE OD INTO THEPRIMARY RD ON THE VERTICALAS PER CODEPACKAGE 1
COMBINE OD INTO THEPRIMARY RD ON THE VERTICALAS PER CODE(3"RD DN 350 SF)PACKAGE 1
3"V UPTO 3"VTR
2"V DN
1"CW DN
3"RD DN(800 SF)PACKAGE 1
COMBINE OD INTOPRIMARY RD ASPER CODE(3" RD 825 SF) DN
3"RD /OD UP(825 SF)
COMBINE ODINTO PRIMARYRD AS PER CODE(4" 2040 SF)
3"RD/OD UP(2040 SF)
4"V UP
4"V DN
SEISMIC JOINT
CONFERENCE
236A
SCHEDULING & EVENT
SERVICES
237
COAT CHECK
238
?
?
?
?
JAN.
246
MAPLE MTG
239
SCHEDULING & EVENT
SERVICES
236
FOYER
H238
OAK MTG
240
CORRIDOR
H240
SERVERY/ STORAGE
241
?
?
STAIR 13
S213
STAIR 8
S208
3"V DN
3/4"
3/4" CW DNTO WH-1
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of S
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S C
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YR
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T 2
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900 SW Fifth Ave., Suite 1600
Portland, OR 97204
T. 503.227.5280 F. 503.274.7674
02.13.00545
TODD KOLIBABA
ER
B M
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OR
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UN
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- R
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& A
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PA
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UC
TIO
N D
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UM
EN
TS
2014.08.01
7/3
0/2
014 2
:51:1
5 P
M
P152C
11045
LEVEL 2 - 1962ADDITION -PLUMBING
UN
IVE
RS
ITY
OF
OR
EG
ON
13T
H A
VE
NU
E &
UN
IVE
RS
ITY
ST
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SCALE: 1/8" = 1'-0"1LEVEL 2 FLOOR PLAN - SECTOR C - PLUMBING
AB018 04/09/14
KEY PLAN (NTS)
C
0 16 24 328
1/8"-1'-0"
EXISTING PLUMBINGFIXTURES TO REMAIN
L
21
20
19
18
17
16
15
14
13
HGFE
14.2
15.5
16.2
17.0
17.5
17.9
19.7
20.5
21.6
12.7
L-2
WC-2
CONNECT 1/2"HWTO EXISTING
NEW 1 1/2"CW FROMBELOW, EXTEND TONEW PLUMBING FIXTURES
3/4"CW UPTO WH-14"SAN DN
CONNECT 2"VTO EXISTING
SAIT303
STAIR 1S301
OFFICE303A
CORRIDORH304
??
ELEVATOR CONTROLH304C
CORRIDORH304
EMG (E)302D
EMERALD MEDIA GROUP302
EMG (E)302C
EMG (E)302A
EMG (E)
302B
LS/OSA OFFICE301 LOBBY
L301
LOBBYL301
EMG306
EMG305A
EMERALD MEDIA GROUP
305
EMU BOARD ROOM340
CLOSET340C
CLOSET340A
CLOSET340B
WOMEN330
STAIR 12S312
RECOVERY CENTER331
OFFICE OF STUDENTADVOCACY
339
OFFICE OF STUDENTADVOCACY
337C
(E) 4"RD UP & DN
2"FD-1
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ings
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of S
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T 2
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900 SW Fifth Ave., Suite 1600
Portland, OR 97204
T. 503.227.5280 F. 503.274.7674
02.13.00545
TODD KOLIBABA
ER
B M
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OR
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UN
ION
- R
EN
OV
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ION
& A
DD
ITI O
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PA
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CO
NS
TR
UC
TIO
N D
OC
UM
EN
TS
2014.08.01
7/3
0/2
014 2
:51:2
9 P
M
P153B
11045
LEVEL 3 -HEARTH & MILLSCENTER-PLUMBING
UN
IVE
RS
ITY
OF
OR
EG
ON
13T
H A
VE
NU
E &
UN
IVE
RS
ITY
ST
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SCALE: 1/8" = 1'-0"1LEVEL 3 FLOOR PLAN - SECTOR B - PLUMBING KEY PLAN (NTS)
B
0 16 24 328
1/8"-1'-0"
L
14
13
12.5
12
11
10
9.5
9
8
7
6
5
4
HGFEDCA
14.2
12.7
12.2
B
EXISTING PLUMBINGTO REMAIN
EXISTING PLUMBINGTO REMAIN
SEE ROOF PLANFOR TAGS
SEISMIC JOINT
4"VTR
EMU BOARD ROOM
340
CLOSET
340C
CLOSET
340A
CLOSET
340B
WOMEN
330
STAIR 12
S312
RECOVERY CENTER
331
RECOVERY CENTER OFFICE
331A
LOBBY
L330
?
?JAN.
332
LS/OSA OFFICE
338LS/OSA STORAGE
337D
OFFICE OF STUDENT
ADVOCACY
339
OFFICE OF STUDENT
ADVOCACY
337C
LS/OSA RECEPTION/ COPY
337
LEGAL SERVICES DIVISION,
ASUO
337A
LEGAL SERVICES DIVISION,
ASUO
337BLEGAL SERVICES DIVISION,
ASUO
336
CORRIDOR
H339
MEN
333BALLROOM CONTROL ROOM
334STAIR 16
S316
RESTROOM/ SHOWER
335
CLOSET
336A
STORAGE
341
STORAGE
342
STORAGE
343
STORAGE
344
EVENT STORAGE
345
CORRIDOR
H341
EVENT SERVICES
346
OFFICE
347
STAGE LIGHT
347A
ELEC
348
STAIR 8
S308
SH-2
EXISTING DRINKINGFOUNTAIN TO REMAIN
(E)
(E)
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of S
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S C
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YR
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T 2
012
900 SW Fifth Ave., Suite 1600
Portland, OR 97204
T. 503.227.5280 F. 503.274.7674
02.13.00545
TODD KOLIBABA
ER
B M
EM
OR
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UN
ION
- R
EN
OV
AT
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& A
DD
ITI O
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PA
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100%
CO
NS
TR
UC
TIO
N D
OC
UM
EN
TS
2014.08.01
7/3
0/2
014 2
:51:4
1 P
M
P153D
11045
LEVEL 3 - SOUTH- PLUMBING
UN
IVE
RS
ITY
OF
OR
EG
ON
13T
H A
VE
NU
E &
UN
IVE
RS
ITY
ST
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ET
SCALE: 1/8" = 1'-0"1LEVEL 3 FLOOR PLAN - SECTOR D - PLUMBING
KEY PLAN (NTS)
D
0 16 24 328
1/8"-1'-0"
M N P Q R S T U V W
22
21
20
19
18
17
16.5
19.7
20.5
21.6
4" RD-14"OD-12840 SF590 VERT SF(TOTAL 3430 SF)
4" RD-14"OD-12840 SF590 VERT SF(TOTAL 3430 SF)
4" RD-14"OD-11930 SF620 VERT SF(TOTAL 2550 SF)
3"RD-13"OD-12025 SF300 VERT SF(TOTAL 2325 SF)
3"RD-13"OD-1450 SF300 VERT SF(TOTAL 750 SF)
3"RD-13"OD-12135 SF310 VERT SF(TOTAL 2445 SF)
4"RD-14"OD-1805 SF1120 VERT SF(TOTAL 1925 SF)
4"RD-14"OD-1660 SF490 VERT SF(TOTAL 3586 SF)
EWH
1
ET
1
CP
1
MX
1
TP-24"FS-1
3/4"HWR,1 1/2"HW,1 1/2"CW DN
4" VTR
4" V UPTO 4" VTR4" V DN
WH-1
4"FS-1
SPILL RD & ODTO LOWER ROOF(2436 SF)
TP-2
3"RD-13"OD-1(840 SF)
HB-1
MECHANICAL PENTHOUSE
WEST
360
4"RD/OD UP(2436 SF)
3"RD/OD DN(1490 SF)
4"FS-1
4"FS-1
HB-1
2"V UPTO 2"VTR
2"V DN2"V DN
2"V UPTO 2"VTR,2"V DN
2"V UPTO 2"VTR
3"RD/OD UP(1490 SF)
WH-1 3"RD-13"OD-12095 SF360 VERT SF(TOTAL 2455 SF)
SIESMIC JOINT
ROOFHYDRANT
ROOFHYDRANT
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ings
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r co
nten
t are
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erty
of S
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of a
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S C
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YR
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T 2
012
900 SW Fifth Ave., Suite 1600
Portland, OR 97204
T. 503.227.5280 F. 503.274.7674
02.13.00545
TODD KOLIBABA
ER
B M
EM
OR
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UN
ION
- R
EN
OV
AT
ION
& A
DD
ITI O
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PA
CK
AG
E 4
100%
CO
NS
TR
UC
TIO
N D
OC
UM
EN
TS
2014.08.01
7/3
0/2
014 2
:51:5
4 P
M
P200A
11045
ROOF PLAN -NORTHWING-PLUMBING
UN
IVE
RS
ITY
OF
OR
EG
ON
13T
H A
VE
NU
E &
UN
IVE
RS
ITY
ST
RE
ET
KEY PLAN (NTS)
A
SCALE: 1/8" = 1'-0"1ROOF PLAN - SECTOR A - PLUMBING
0 16 24 328
1/8"-1'-0"
(E) 4" OVERFLOWWILL NEED TO TIEINTO VERT. EXISTINGROOF DRAIN
4"RD-14"OD-1(3135 SQFT)
3"RD-13"OD-1(1570 SQFT)CONNECT INTO THE EXISTING RDLINE, TIE OD INTO THE RD ON THEVERT AS PER CODE
3"RD-13"OD-1(235 SQFT)(225 VERT. SF)(460 TOTAL SF)
4"RD-14"OD-1(2270 SF)
REPLACE WITHNEW 4"AD-1,CONNECT TOEXISTING
L M N
22
21
20
19
18
17
16
15
14
13
HGFEDCA
14.2
15.5
16.2
17.0
17.5
17.9
19.7
20.5
21.6
12.7
REPLACEWITHNEW 4"AD-1,CONNECT TOEXISTING
REPLACE WITHNEW 4"AD-1,CONNECT TOEXISTING(1035 SF)
REPLACE WITHNEW 4"RD-1, CONNECTTO EXISTING(2000 SF)
REPLACE WITHNEW 4"RD-1,CONNECT TOEXISTING(1420 SF)
REPLACE WITHNEW 4"RD-1,CONNECT TOEXISTING(1935 SF)
REPLACE WITHNEW 4"RD-1, CONNECTTO EXISTING(2300 SF)
DOWNSPOUT UPPERROOF TO LOWERROOF
REPLACE WITH NEW 3"RD-1,CONNECT TO EXISTNG RD3" RD DN (445 SF)
3"RD-1/ OD-1(445 SF)
SEISMIC JOINT DRAINSEE ARCH DRAWINGSFOR DETAILS, ROUTE 1" DRAINTO NEAREST RD LINE
SEISMIC JOINT DRAINSEE ARCH DRAWINGSFOR DETAILS, ROUTE 1" DRAINTO NEAREST RD LINE
EXISTING 3"RDTO BE REMOVED
3"RD-13"OD-1(485 SF)
B
WH-1
3/4"CW DN
SPILL OVERFLOW TOLOWER ROOF
OAD-1
RH-1
SEISMICJOINT
SEISMIC JOINT
3"RD-13"OD-1(200 SF)
3"RD-13"OD-1(475 SF)
1
1
engineers for a sustainable futureTM
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ings
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erty
of S
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AR
CH
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S C
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YR
IGH
T 2
012
900 SW Fifth Ave., Suite 1600
Portland, OR 97204
T. 503.227.5280 F. 503.274.7674
02.13.00545
TODD KOLIBABA
ER
B M
EM
OR
I AL
UN
ION
- R
EN
OV
AT
ION
& A
DD
ITI O
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PA
CK
AG
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100%
CO
NS
TR
UC
TIO
N D
OC
UM
EN
TS
2014.08.01
7/3
0/2
014 2
:52:0
9 P
M
P200B
11045
ROOF PLAN -HEARTH & MILLSCENTER -PLUMBING
UN
IVE
RS
ITY
OF
OR
EG
ON
13T
H A
VE
NU
E &
UN
IVE
RS
ITY
ST
RE
ET
SCALE: 1/8" = 1'-0"1ROOF PLAN - SECTOR B - PLUMBING
KEY PLAN (NTS)
B
0 16 24 328
1/8"-1'-0"
SHEET NOTES
1 CONTRACTOR TO VERIFY EXISTING PIPE SIZE & ROUTING.
RD
RD
REPLACE WITHNEW 3"RD-1,CONNECT TOEXISTING(900 SQFT)
3"RD-13"OD-1(1450 SQFT)
3"RD-13"OD-1(2040 SQFT)
3"RD-13"OD-1(1450 SQFT)
3"RD-13"OD-1(825 SQFT)
3"RD-13"OD-1(2015 SF)(190 VERT SF)(2205 TOTAL SF)PACKAGE 1
L M N
13
12.5
12
11.5
11
10
9.5
9
8
7
6
5
4
3
2
1
0.5
KJHGF
12.7
12.2
3"RD-13"OD-1(350 SF)PACKAGE 1
3"RD-13"OD-1(800 SF)PACKAGE 1
EXISTING ROOF DRAIN TO BEREMOVED AND REMOVE PIPINGPACKAGE 1
3"RD-13"OD-1(2095 SF)(375 VERT SF)(2470 TOTAL SF)PACKAGE 1
OVERFLOW SCUPPERBY ARCHITECT
OVERFLOW SCUPPERBY ARCHITECT
SEISMIC JOINT DRAINSEE ARCH DRAWINGSFOR DETAILS, ROUTE 1" DRAINTO NEAREST RD LINE
SEISMIC JOINT DRAINSEE ARCH DRAWINGSFOR DETAILS, ROUTE 1" DRAINTO NEAREST RD LINE
NEW DOWNSPOUTBY ARCHITECT
EXISTING DOWNSPOUTTO BE REPLACED IN SAMELOCATION, SEE PACKAGE1 FOR CONT.
REPLACE WITHNEW 3"RD-1,CONNECT TOEXISTING(845 SQFT)
4"VTR
3"RD-13"OD-1(160 SF)PACKAGE 1
EXISTING DOWNSPOUTTO BE REPLACED IN SAMELOCATION, SEE PACKAGE1 FOR CONT.
EXISTING DOWNSPOUTTO BE REPLACED IN SAMELOCATION, SEE PACKAGE1 FOR CONT.
engineers for a sustainable futureTM
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ings
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r co
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erty
of S
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SE
RA
AR
CH
ITE
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S C
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YR
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T 2
012
900 SW Fifth Ave., Suite 1600
Portland, OR 97204
T. 503.227.5280 F. 503.274.7674
02.13.00545
TODD KOLIBABA
ER
B M
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OR
I AL
UN
ION
- R
EN
OV
AT
ION
& A
DD
ITI O
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PA
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AG
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100%
CO
NS
TR
UC
TIO
N D
OC
UM
EN
TS
2014.08.01
7/3
0/2
014 2
:52:2
5 P
M
P200C
11045
ROOF PLAN -1962 ADDITION -PLUMBING
UN
IVE
RS
ITY
OF
OR
EG
ON
13T
H A
VE
NU
E &
UN
IVE
RS
ITY
ST
RE
ET
SCALE: 1/8" = 1'-0"1ROOF PLAN - SECTOR C - PLUMBING
AB018 04/09/14
KEY PLAN (NTS)
C
0 16 24 328
1/8"-1'-0"
REPLACE WITHNEW 4" RD-1,CONNECT TOEXISTING
RECONNECTEXISTING 3/4"GASTO NEW RTU
RECONNECTEXISTING 3/4"GASTO NEW RTU
OVERFLOW SCUPPERBY ARCHITECT
(E) OVERFLOW SCUPPER
(E) 4"DOWNSPOUT
10
9.5
9
8
7
6
5
4
3
FEDCA
12.7
12.2
REPLACE WITHNEW 4" RD-1,CONNECT TOEXISTING
REPLACE WITHNEW 3" RD-1,CONNECT TOEXISTING(1080 SF)
REPLACE WITHNEW 4" AD-1,CONNECT TOEXISTING
REPLACE WITHNEW 4" AD-1,CONNECT TOEXISTING
REPLACE WITHNEW 4" AD-1,CONNECT TOEXISTING
REPLACE WITHNEW 4" RD-1,CONNECT TOEXISTINGREPLACE WITH
NEW 4" RD-1,CONNECT TOEXISTING
OVERFLOW SCUPPERBY ARCHITECT
B
NEW OAD-1
SPILL 4" OVERFLOW
1
1
1engineers for a sustainable futureTM
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The
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ings
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r co
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t are
the
prop
erty
of S
ER
A A
rchi
tect
s In
c. a
nd a
re to
be
utili
zed
on th
is p
roje
ct. R
epro
duct
ion
of a
ny p
art o
f thi
s m
ater
ial,
with
out t
he e
xpre
ss w
ritte
n pe
rmis
sion
of S
ER
A A
rchi
tect
s In
c. is
pro
hibi
ted.
SE
RA
AR
CH
ITE
CT
S C
OP
YR
IGH
T 2
012
900 SW Fifth Ave., Suite 1600
Portland, OR 97204
T. 503.227.5280 F. 503.274.7674
02.13.00545
TODD KOLIBABA
ER
B M
EM
OR
I AL
UN
ION
- R
EN
OV
AT
ION
& A
DD
ITI O
N
PA
CK
AG
E 4
100%
CO
NS
TR
UC
TIO
N D
OC
UM
EN
TS
2014.08.01
7/3
0/2
014 2
:52:3
5 P
M
P200D
11045
ROOF PLAN -SOUTHWEST -PLUMBING
UN
IVE
RS
ITY
OF
OR
EG
ON
13T
H A
VE
NU
E &
UN
IVE
RS
ITY
ST
RE
ET
SCALE: 1/8" = 1'-0"1ROOF PLAN - SECTOR D - PLUMBING
KEY PLAN (NTS)
D
0 16 24 328
1/8"-1'-0"
SHEET NOTES
1 CONTRACTOR TO VERFIY EXISTING SIZE & ROUTING.
4" RD-14"OD-1(2436 SF)
4"VTR
4"VTR
3"RD-13"OD-1(1490 SF)
M N P Q R S T U V W
22
21
20
19
18
17
16.5
19.7
20.5
21.6
2"VTR
engineers for a sustainable futureTM
www.glumac.com
Job. No.:
Contact:
ISSUE DATE:
PROJECT NO.:
CHECKED BY:
REVISIONS
The
se d
raw
ings
and
thei
r co
nten
t are
the
prop
erty
of S
ER
A A
rchi
tect
s In
c. a
nd a
re to
be
utili
zed
on th
is p
roje
ct. R
epro
duct
ion
of a
ny p
art o
f thi
s m
ater
ial,
with
out t
he e
xpre
ss w
ritte
n pe
rmis
sion
of S
ER
A A
rchi
tect
s In
c. is
pro
hibi
ted.
SE
RA
AR
CH
ITE
CT
S C
OP
YR
IGH
T 2
012
900 SW Fifth Ave., Suite 1600
Portland, OR 97204
T. 503.227.5280 F. 503.274.7674
02.13.00545
TODD KOLIBABA
ER
B M
EM
OR
I AL
UN
ION
- R
EN
OV
AT
ION
& A
DD
ITI O
N
PA
CK
AG
E 4
100%
CO
NS
TR
UC
TIO
N D
OC
UM
EN
TS
2014.08.01
7/3
0/2
014 2
:52:4
4 P
M
P201A
11045
UPPER ROOFPLAN - NORTHWING -PLUMBING
UN
IVE
RS
ITY
OF
OR
EG
ON
13T
H A
VE
NU
E &
UN
IVE
RS
ITY
ST
RE
ET
SCALE: 1/8" = 1'-0"1ROOF PLAN (UPPER) - SECTOR A - PLUMBING
KEY PLAN (NTS)
A
0 16 24 328
1/8"-1'-0"
EXISTING DOMESTIC COLD WATER& FIRE PROTECTION BACKFLOWS, METERAND FIRE RISER TO BE REPLACED WITH NEW
THESE PIPES ARE PART OFPACKAGE 1
CA
(N)4"FS-1
(N)4"FS-1
SP
2
FTDW
1
5
4
3
EDC
REPLACEPUMPS,CONTOLS,COVER ANDPIPING
PROVIDE NEW 1"RPZ ANDROUTE 1"ICW TO HVACEQUIPMENT
B
RECONNECT ALL HW. HWRTO NEW FTDW-1
RECONNECT TOEXISTING CW AND HW,HWRTO NEW FTDW-1
RECONNECT TOEXISTING CW AND HW,HWRTO NEW FTDW-1
RECONNECT TOEXISTING CW AND HW,HWRTO NEW FTDW-1
engineers for a sustainable futureTM
www.glumac.com
Job. No.:
Contact:
ISSUE DATE:
PROJECT NO.:
CHECKED BY:
REVISIONS
The
se d
raw
ings
and
thei
r co
nten
t are
the
prop
erty
of S
ER
A A
rchi
tect
s In
c. a
nd a
re to
be
utili
zed
on th
is p
roje
ct. R
epro
duct
ion
of a
ny p
art o
f thi
s m
ater
ial,
with
out t
he e
xpre
ss w
ritte
n pe
rmis
sion
of S
ER
A A
rchi
tect
s In
c. is
pro
hibi
ted.
SE
RA
AR
CH
ITE
CT
S C
OP
YR
IGH
T 2
012
900 SW Fifth Ave., Suite 1600
Portland, OR 97204
T. 503.227.5280 F. 503.274.7674
02.13.00545
TODD KOLIBABA
ER
B M
EM
OR
I AL
UN
ION
- R
EN
OV
AT
ION
& A
DD
ITI O
N
PA
CK
AG
E 4
100%
CO
NS
TR
UC
TIO
N D
OC
UM
EN
TS
2014.08.01
7/3
0/2
014 2
:52:5
3 P
M
P401
11045
ENLARGEDEXISTING PLANS- PLUMBING
UN
IVE
RS
ITY
OF
OR
EG
ON
13T
H A
VE
NU
E &
UN
IVE
RS
ITY
ST
RE
ET
SCALE: 1/4" = 1'-0"1GROUND LEVEL FLOOR PLAN - SECTOR D ENLARGED - PLUMBING
0 8 12 164
1/4"-1'-0"
4TH- ROOF
3RD FLOOR
MEZZANINE
1ST FLOOR
GROUND FLOOR
WATER ENTRY /MECH. ROOM
CRAFT CENTER (E) RESTROOM PUBMARKET
EXISTING EXISTING FOOD PREP EXISTING
2ND FLOOR
EXISTING RESTROOM EXISTING RESTROOMEXISTING RESTROOM
EXISTING RESTROOM
EXISTING RESTROOM
SMALL RESTROOM RESTROOM RESTROOM
(E) DOMESTIC COLDWATER SERVICE
MARKET/COFFEE
RECONFIGURED KITCHENEXISTING
FOOD PREPPROVIDE NEWHOT & COLDWATER METER
FOOD PREPPROVIDE NEWHOT & COLDWATER METER
FOOD PREPPROVIDE NEWHOT & COLDWATER METER
FOOD PREPPROVIDE NEWHOT & COLDWATER METER
NEW LAVATORY
NEWMENS/WOMENSRESTROOM
NEW 1 1/2"CW
engineers for a sustainable futureTM
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Job. No.:
Contact:
ISSUE DATE:
PROJECT NO.:
CHECKED BY:
REVISIONS
The
se d
raw
ings
and
thei
r co
nten
t are
the
prop
erty
of S
ER
A A
rchi
tect
s In
c. a
nd a
re to
be
utili
zed
on th
is p
roje
ct. R
epro
duct
ion
of a
ny p
art o
f thi
s m
ater
ial,
with
out t
he e
xpre
ss w
ritte
n pe
rmis
sion
of S
ER
A A
rchi
tect
s In
c. is
pro
hibi
ted.
SE
RA
AR
CH
ITE
CT
S C
OP
YR
IGH
T 2
012
900 SW Fifth Ave., Suite 1600
Portland, OR 97204
T. 503.227.5280 F. 503.274.7674
02.13.00545
TODD KOLIBABA
ER
B M
EM
OR
I AL
UN
ION
- R
EN
OV
AT
ION
& A
DD
ITI O
N
PA
CK
AG
E 4
100%
CO
NS
TR
UC
TIO
N D
OC
UM
EN
TS
2014.08.01
7/3
0/2
014 2
:52:5
9 P
M
P601
11045
HOT & COLDWATER RISERDIAGRAM
UN
IVE
RS
ITY
OF
OR
EG
ON
13T
H A
VE
NU
E &
UN
IVE
RS
ITY
ST
RE
ET
SCALE: NONE1HOT AND COLD RISER DIAGRAM
EWH
1
CP
1
ET
1
ROOF / PENTHOUSE
3RD FLOOR
MEZZANINE FLOOR
2ND FLOOR
UPPER ROOF
1ST FLOOR
GROUND FLOOR
1/2"
S-1
3/4"
HB-1
TP-2
3/4"
L-1
L-1
1 1/2"
216
WC
-2
UR
-2
UR
-1
L-1
L-1
L-1
3/4"
217 224
MS-1
1"
3/4"
WH-1
3/4"
S-1
1/2"
3/4"
MS
-1
FS
H-1
1"
116
1/2" 1/2"
FS
H-1
DF
-1
113114
WC
-1
WH
A
WC
-1
WC
-2
111
1"1 1/4"
L-1
L-1
L-1
L-1
L-1
WC
-2
UR
-2 WH
A
UR
-1
WC
-1
WC
-1
WC
-2
2"
110
DF-1
L-1
L-1
3/4"
WC
-2
UR
-2 WH
A
UR
-1
2"
1"
2"
2"
S-1
L-1
L-1
WC
-1
WC
-1
WC
-2
1 1/2"
3/4"
2 1/2"
2"
2"
2 1/2"
3/4"
WH
TP-2
1/2"
S-1
2 1/2"
2 1/2"
L-2W
HA
WC
-2
1/2"
1 1/2"
MS-1 WH-1
1 1/4"
3/4"
3/4"
3/4"
014 012D 018 017
WH
AW
HA
WH
A
3/4"
S-1
DF-1
TP-2
1 1/2"
3/4"
TP-2WH-1
3/4" 3/4"
2"
OFF SET PIPINGFOR HAMMER ARRESTORSO SHUT OFF AND WHA AREBEHIND THE SAME ACCESS PANELTYPICAL
1" DCV
2 1/2"
1"ICW SEE CIVILFOR CONT.
2 1/2" CW SEE CIVILFOR CONT.
2 1/2"
2 1/2"
2"
3/4"
3/4"
1"
1"
MX-1
SOV
M
HB-1
engineers for a sustainable futureTM
www.glumac.com
Job. No.:
Contact:
ISSUE DATE:
PROJECT NO.:
CHECKED BY:
REVISIONS
The
se d
raw
ings
and
thei
r co
nten
t are
the
prop
erty
of S
ER
A A
rchi
tect
s In
c. a
nd a
re to
be
utili
zed
on th
is p
roje
ct. R
epro
duct
ion
of a
ny p
art o
f thi
s m
ater
ial,
with
out t
he e
xpre
ss w
ritte
n pe
rmis
sion
of S
ER
A A
rchi
tect
s In
c. is
pro
hibi
ted.
SE
RA
AR
CH
ITE
CT
S C
OP
YR
IGH
T 2
012
900 SW Fifth Ave., Suite 1600
Portland, OR 97204
T. 503.227.5280 F. 503.274.7674
02.13.00545
TODD KOLIBABA
ER
B M
EM
OR
I AL
UN
ION
- R
EN
OV
AT
ION
& A
DD
ITI O
N
PA
CK
AG
E 4
100%
CO
NS
TR
UC
TIO
N D
OC
UM
EN
TS
2014.08.01
7/3
0/2
014 2
:53:0
4 P
M
P602
11045
HOT & COLDWATER RISERDIAGRAM
UN
IVE
RS
ITY
OF
OR
EG
ON
13T
H A
VE
NU
E &
UN
IVE
RS
ITY
ST
RE
ET
SCALE: NONE1HOT & COLD RISER DIAGRAM
ROOF / PENTHOUSE
3RD FLOOR
MEZZANINE FLOOR
2ND FLOOR
UPPER ROOF
1ST FLOOR
GROUND FLOOR
4"
S-1213
4" FS-1
4"
3"
4"
2"4"
2" 4"
1 1/2" 3"
4"
4" FS-1
4" FS-1
016
2"
3"
FCO MS-1
017
007
S-1
2"2"
2" FD-1
UR
-1
UR
-2
WC
-2
014
L-1
L-1
2"L
-2
WC
-2018
2"
2" FD-1FCO4"
WC
-1
WC
-1
WC
-2
2"4"
S-1
L-1
L-1
2"2"
2" FD-1
DF
-1
013 012D
2" FD-1
L-1
L-1
L-1
2" 3"
111
WC
-1
WC
-1
WC
-2
4"
2" FD-1
L-1
L-1
L-1
3"
117
WC
-1
WC
-1
WC
-2
3"
DF-1
L-1
L-1
2"
UR
-1
UR
-2
WC
-2
110
4"
2"
2"FD-1
UR
-1
UR
-2
WC
-2
1 1/2"
1 1/2"
FSH-1 FSH-1 MS-1
116116 113
2"
2"
3"
DF-1
H212
MS-1
224
2"
L-1
L-1
216
1 1/2"4"
4" VTR
2" VTR 4" VTR
4"FS-1 4"FS-1 4"FS-1
2" VTR
2"FD-1
2" FD-1
1/2"TRAP PRIMERCONNECTION (TYPICAL)
2"VTR
FCO
POC 4" SAN SEWERSEE CIVIL DWG'SFOR CONT.
YCO
engineers for a sustainable futureTM
www.glumac.com
Job. No.:
Contact:
ISSUE DATE:
PROJECT NO.:
CHECKED BY:
REVISIONS
The
se d
raw
ings
and
thei
r co
nten
t are
the
prop
erty
of S
ER
A A
rchi
tect
s In
c. a
nd a
re to
be
utili
zed
on th
is p
roje
ct. R
epro
duct
ion
of a
ny p
art o
f thi
s m
ater
ial,
with
out t
he e
xpre
ss w
ritte
n pe
rmis
sion
of S
ER
A A
rchi
tect
s In
c. is
pro
hibi
ted.
SE
RA
AR
CH
ITE
CT
S C
OP
YR
IGH
T 2
012
900 SW Fifth Ave., Suite 1600
Portland, OR 97204
T. 503.227.5280 F. 503.274.7674
02.13.00545
TODD KOLIBABA
ER
B M
EM
OR
I AL
UN
ION
- R
EN
OV
AT
ION
& A
DD
ITI O
N
PA
CK
AG
E 4
100%
CO
NS
TR
UC
TIO
N D
OC
UM
EN
TS
2014.08.01
7/3
0/2
014 2
:53:1
0 P
M
P603
11045
WASTE ANDVENT RISERDIAGRAM -PLUMBING
UN
IVE
RS
ITY
OF
OR
EG
ON
13T
H A
VE
NU
E &
UN
IVE
RS
ITY
ST
RE
ET
SCALE: NONE1WASTE AND VENT RISER DIAGRAM
GROUND FLOOR
ROOF / PENTHOUSE
1ST FLOOR
2ND FLOOR
SCUPPER UPPERROOF TO LOWER ROOF
ROOF DRAINSSIZED AT 1.3"/HR
4" OD-1
4" RD-1 (2436 SF)
4" RD-1(660 SF)(490 VERT SF)(TOTAL 3586 SF)
4" OD-1
3" RD-1(450 SF)(300 VERT SF)(TOTAL 750 SF)
3" OD-1
4" OD-1
3" OD-1
3" OD-1
6" (5885 SF)
4" RD-12840 SF590 VERT SF(TOTAL 3430 SF)
4" OD-1
4" RD-11930 SF620 VERT SF(TOTAL 2550 SF)
4" OD-1
6"6"
COMBINE OD INTO THEPRIMARY RD ON THE VERTICALAS PER CODE (TYPICAL)
6" RD DN (3586 SF)
3"
6"
4" RD-12135 SF310 VERT SF(TOTAL 2445 SF)
4" OD-1
4" RD-1805 SF1120 VERT SF(TOTAL 1925 SF)
4" OD-1
3" RD-1 (1490)
3" OD-1
3" RD-1 (840 SF)
3" OD-1
TIE OD INTO RDON VERTICAL,6" RD DN (5980 SF)
TIE OD INTO RDON VERTICAL,6" RD DN (8210 SF)
TIE OD INTO RDON VERTICAL,3" RD DN (750 SF)
TIE OD INTO RDON VERTICAL,4" RD DN (2445 SF)
3" RD-12095 SF360 VERT SF(TOTAL 2455 SF)
4" RD-12840 SF590 VERT SF(TOTAL 3430 SF)
3" RD-12025 SF300 VERT SF(TOTAL 2325 SF)
4"
TIE OD INTO RDON VERTICAL,6" RD DN (4255 SF)
6"
4"
3"
3"
SEE CIVIL FORCONTINUATION
6"
TIE OD INTO RDON VERTICAL,6" RD DN (3430 SF)
SIZED AT 3"/HR
SPILL TO LOWER ROOF
SPILL ABOVE GRADETO PLANTER4255 SF 2445 SF 5980 SF 8210 SF 750 SF 3586 SF
6" @ 1%4255 SF
6" @ 1 %6700 SF
8" @ 1 %12680 SF
8" @ 2 %21640 SF
POC 8" STORMI.E. = 435'-10"
6" @ 2 %8210 SF
6" @ 2 %8210 SF
engineers for a sustainable futureTM
www.glumac.com
Job. No.:
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ISSUE DATE:
PROJECT NO.:
CHECKED BY:
REVISIONS
The
se d
raw
ings
and
thei
r co
nten
t are
the
prop
erty
of S
ER
A A
rchi
tect
s In
c. a
nd a
re to
be
utili
zed
on th
is p
roje
ct. R
epro
duct
ion
of a
ny p
art o
f thi
s m
ater
ial,
with
out t
he e
xpre
ss w
ritte
n pe
rmis
sion
of S
ER
A A
rchi
tect
s In
c. is
pro
hibi
ted.
SE
RA
AR
CH
ITE
CT
S C
OP
YR
IGH
T 2
012
900 SW Fifth Ave., Suite 1600
Portland, OR 97204
T. 503.227.5280 F. 503.274.7674
02.13.00545
TODD KOLIBABA
ER
B M
EM
OR
I AL
UN
ION
- R
EN
OV
AT
ION
& A
DD
ITI O
N
PA
CK
AG
E 4
100%
CO
NS
TR
UC
TIO
N D
OC
UM
EN
TS
2014.08.01
7/3
0/2
014 2
:53:1
5 P
M
P604
11045
STORM RISERDIAGRAM(NORTH WING)
UN
IVE
RS
ITY
OF
OR
EG
ON
13T
H A
VE
NU
E &
UN
IVE
RS
ITY
ST
RE
ET
SCALE: NONE1STORM RISER DIAGRAM (NORTH WING)
ROOF
2ND FLOOR
MEZZANINE
3" RD-1350 SF
3" OD-13" RD-1800 SF
3" OD-1
3" RD-1 / 3"OD-12015 SF190 VERT SF(TOTAL 2205 SF)
3" RD-1 / OD-12015 SF190 VERT SF(TOTAL 2205 SF)
3" RD-11450 SF
3" OD-1
3" RD-1 / 3"OD-12040 SF
3" RD-1 / 3"OD -1825 SF
3" RD-1 / 3"OD-1235 SF225 VERT SF(TOTAL 460 SF)
4" RD-1 / 4"OD-12270 SF
3" RD-1 / 3"OD-1485 SF
4" RD-1 / 4"OD-13135 SF
3" RD-11450 SF
3" OD-1
COMBINE OD INTO THEPRIMARY RD ON THE VERTICALAS PER CODE (TYPICAL)
6" RD DN (3135 SF)SIZED AT 3"/HR
TIE OD INTO RDON VERTICAL,6" RD DN ( 4645SF)
TIE OD INTO RDON VERTICAL,
4"4"
TIE OD INTO RDON VERTICAL,3" RD DN (825 SF) TIE OD INTO RD
ON VERTICAL,4" RD DN (2040 SF)
TIE OD INTO RDON VERTICAL,4" RD DN (1450 SF)
6" 4645 SF
TIE OD INTO RDON VERTICAL,4" RD DN (1450 SF)
TIE 3" OD INTO EXISTING5"RD ON VERTICAL,(E)5" RD DN (3270 SF)
TIE OD INTO RDON VERTICAL,3" RD DN (800 SF)
TIE OD INTO RDON VERTICAL,3" RD DN (350 SF)
TIE OD INTO RDON VERTICAL 6" 3515 SF
445 SF
3" RD TO GUTTER445 SF
3"
3" RD-1200 SF
3" OD-1
4" RD(1450 SF)
4" RD(1450 SF)
3"RD-1(900 SF)
SCUPPER OVERFLOWTO LOWER ROOFBY ARCHITECT
POC 3"RDTO EXISTING
3"RD-1(845 SF)
SCUPPER OVERFLOWTO LOWER ROOFBY ARCHITECT
POC 3"RDTO EXISTING
GROUND FLOOR
1ST FLOOR
3" RD-1160 SF
3" OD-1
3"@ 2%
4"@ 1%
POC 4"TO (E) 5"
6"
POC 6"RDSEE CIVIL DWGSFOR CONT.
EXISTING 5" RDSEE CIVIL DWG'SFOR CONT.
4"RD-1POC 4"RDTO EXISTING
4"RD-1
SCUPPER OVERFLOWTO LOWER ROOFBY ARCHITECT
POC 4"RDTO EXISTING
4"RD-1
SCUPPER OVERFLOWTO LOWER ROOFBY ARCHITECT
POC 4"RDTO EXISTING
4"RD-1POC 4"RDTO EXISTING
4"RD-1
SCUPPER OVERFLOWTO LOWER ROOFBY ARCHITECT
POC 4"RDTO EXISTING
4"AD-1POC 4"RDTO EXISTING
4"OAD-1 4"AD-1POC 4"RDTO EXISTING
4"AD-1POC 4"RDTO EXISTING
4"OAD-1 4"AD-1POC 4"RDTO EXISTING
POC 4"RD/ODTO EXISTING
6"RDSEE SHT. PU100BFOR CONT.
6" 3580 SF
POC 4"RDTO EXISTING
POC 4"RDTO EXISTING
FOR CONT.SEE PACKAGE 1UNDERGROUND PLAN
(3065 SF)
6"RD
4"RD(2730 SF)
4"RD @ 2%(2730 SF)
6"RDSEE SHT. PU100CFOR CONT.
4"RDSEE SHT. PU100BFOR CONT.
SPILL THOUGHWALL HIGH
SPILL THOUGHWALL HIGH
ROOF
2ND FLOOR
MEZZANINE
GROUND FLOOR
1ST FLOOR
3" RD-1 / 3"OD-1475 SF
TIE OD INTO RDON VERTICAL,
4"RD (3405 SF)
3" RD-1 / 3"OD-1200 SF
POC 3"RDTO EXISTING
engineers for a sustainable futureTM
www.glumac.com
Job. No.:
Contact:
ISSUE DATE:
PROJECT NO.:
CHECKED BY:
REVISIONS
The
se d
raw
ings
and
thei
r co
nten
t are
the
prop
erty
of S
ER
A A
rchi
tect
s In
c. a
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re to
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on th
is p
roje
ct. R
epro
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of a
ny p
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f thi
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ater
ial,
with
out t
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of S
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tect
s In
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ted.
SE
RA
AR
CH
ITE
CT
S C
OP
YR
IGH
T 2
012
900 SW Fifth Ave., Suite 1600
Portland, OR 97204
T. 503.227.5280 F. 503.274.7674
02.13.00545
K. CUNNINGHAMJOSH CHECKISTODD KOLIBABADUSTIN STALLINGS
ER
B M
EM
OR
I AL
UN
ION
- R
EN
OV
AT
ION
& A
DD
ITI O
N
PA
CK
AG
E 4
100%
CO
NS
TR
UC
TIO
N D
OC
UM
EN
TS
2014.08.01
7/3
0/2
014 2
:53:2
1 P
M
P605
11045
STORM RISERDIAGRAM - 50'S& 60'S BLDG
UN
IVE
RS
ITY
OF
OR
EG
ON
13T
H A
VE
NU
E &
UN
IVE
RS
ITY
ST
RE
ET
SCALE: NONE1STORM RISER DIAGRAM (50'S & 60'S BUILDING)
ROOF / PENTHOUSE
3RD FLOOR
MEZZANINE FLOOR
2ND FLOOR
GROUND FLOOR
1ST FLOOR
FHV
FHV
FHV
FHV
FHV
6"
6"
FHV
3/4" MHT
2 WAY ROOF HYDRANT
PIV
WSP
6"
TO FIRST FLOORSPRINKLER SYSTEM
6"
2"
FLOOR CONTROL SPRINKLERVALVE ASSEMBLY (TYP)
FHV
FHV
FHV
FHV
FHV
2"
2 WAY ROOF HYDRANT
3/4" MHT
SPILL DRAINTO FS
ASD
CSP
engineers for a sustainable futureTM
www.glumac.com
Job. No.:
Contact:
ISSUE DATE:
PROJECT NO.:
CHECKED BY:
REVISIONS
The
se d
raw
ings
and
thei
r co
nten
t are
the
prop
erty
of S
ER
A A
rchi
tect
s In
c. a
nd a
re to
be
utili
zed
on th
is p
roje
ct. R
epro
duct
ion
of a
ny p
art o
f thi
s m
ater
ial,
with
out t
he e
xpre
ss w
ritte
n pe
rmis
sion
of S
ER
A A
rchi
tect
s In
c. is
pro
hibi
ted.
SE
RA
AR
CH
ITE
CT
S C
OP
YR
IGH
T 2
012
900 SW Fifth Ave., Suite 1600
Portland, OR 97204
T. 503.227.5280 F. 503.274.7674
02.13.00545
TODD KOLIBABA
ER
B M
EM
OR
I AL
UN
ION
- R
EN
OV
AT
ION
& A
DD
ITI O
N
PA
CK
AG
E 4
100%
CO
NS
TR
UC
TIO
N D
OC
UM
EN
TS
2014.08.01
7/3
0/2
014 2
:53:2
6 P
M
P606
11045
FIREPROTECTIONRISER DIAGRAM
UN
IVE
RS
ITY
OF
OR
EG
ON
13T
H A
VE
NU
E &
UN
IVE
RS
ITY
ST
RE
ET
SCALE: NONE1FIRE PROTECTION RISER DIAGRAM
VBVB
SCALE:
SCALE:
SCALE:SCALE:
SCALE:
SEE PLANS
2" HIGH SHEET
METAL DRAIN PAN
VALVEDRAIN
THERMOMETER
FLEXIBLE
CONNECTORHOSE
120°F
120°F
B.V.
B.V.
DRAIN VALVE
CONNECTOR
ASME EXPANSION TANK
FLEXIBLEHOSE
ROUTE FULL SIZETO FLOOR SINK
H.W. RECIRC
DOMESTIC
THERMOMETER
VACUUM RELIEF
RELIEF VALVEPRESSURETEMPERATURE &D
B.V.
B.V.
UNION
C.V.
HWR
SEE PLANS
VALVE
V
W
45°
1" MIN.
45°
M
M
T
MM
HWS
HWR CWS
4" STMSUPPLY
2 1/2"
2"
2"
1 1/2"
2 1/2"MIN-32"
4"
4"
4"
3"
2"
1 1/2"
2 1/2"
CONDENSATEFROM FTHT-1
VENTOUTSIDEBLDG.
BALANCE VALVE
ET
1"
WH-1 WH-2
2"
CONDENSATEPUMP
MAIN CONDENSATERETURN
HEAT EXCHANGER DIAGRAM FTDW-11
NONESCALE:
2 1/2"
SCALE:
jANITOR CLOSET2
NONE
MS-1
FAUCET
3/4" CW HB-1FOR CONNECTION TOSOAP DISPENSER
3/4"CW3/4"HW
FLOOR
SCALE:
EXISTING GAS METER TRAIN3
NONE
EXISTINGMETER /REGULATOR
SCALE:
HOT WATER RETURN MANIFOLD4
NONE
(N) 1" HWR
1"HWRCONNECT TOFTDW-1SEE DETAIL 1 /P8.01
(E) HWR
FIRE SPRINKLER RISER DETAIL5
NONE
DWGS.CONTR.FIRE SPR.NOTED ONSIZE AS
ARCHITECT.IN STAIRWELL WITHVERIFY EXACT LOCATION
6"AS RISER
2"DRAIN
DIV.16PROVIDED BYMODULESADDRESSABLEFIRE ALARM
GAUGEPRESSURE
INSPECTOR TESTAND DRAINASSEMBLY.
SITE GLASS
1-1/4"
FLOWSWITCH
VALVE WITHBUTTERFLY
TAMPERSWITCH
DRAIN
C.V.
HOSE VALVE
ELECTRIC WATER HEATER6
NONE
SEISMICBRACING
2 PSI
1 1/2"1 1/2"1 1/2"
2"
(E)(E)(E)
PUMPED DISCHARGE TIE IN DETAIL7
NONE
PUMP DISCHARGE
LONGITUDINAL SWAYBRACE SEE
B
LATERAL SWAY
BRACE SEEA
LATERAL SWAY BRACEA
NONE
LONGITUDINAL SWAY BRACEB
NONE
TOLCO FIG. 909BRACE ATTACHMENT
1" SCH. 40 BRACE PIPE
TOLCO FIC. #4LPIPE CLAMP
ANVIL FIG. 281 CONCRETEINSERT WITH 1/2" BOLT
TIGHTEN CONNECTIONS PERMANUFACTURERS INSTRUCTIONSWITH TORQUE WRENCH
TOLCO FIG. 909BRACE ATTACHMENT
1" SCH. 40 BRACE PIPE
ANVIL FIG. 281 CONCRETEINSERT WITH 1/2" BOLT
TIGHTEN CONNECTIONS PERMANUFACTURERS INSTRUCTIONSWITH TORQUE WRENCH
TOLCO FIG. 1001 BRACE ATTACHMENT
engineers for a sustainable futureTM
www.glumac.com
Job. No.:
Contact:
ISSUE DATE:
PROJECT NO.:
CHECKED BY:
REVISIONS
The
se d
raw
ings
and
thei
r co
nten
t are
the
prop
erty
of S
ER
A A
rchi
tect
s In
c. a
nd a
re to
be
utili
zed
on th
is p
roje
ct. R
epro
duct
ion
of a
ny p
art o
f thi
s m
ater
ial,
with
out t
he e
xpre
ss w
ritte
n pe
rmis
sion
of S
ER
A A
rchi
tect
s In
c. is
pro
hibi
ted.
SE
RA
AR
CH
ITE
CT
S C
OP
YR
IGH
T 2
012
900 SW Fifth Ave., Suite 1600
Portland, OR 97204
T. 503.227.5280 F. 503.274.7674
02.13.00545
TODD KOLIBABA
ER
B M
EM
OR
I AL
UN
ION
- R
EN
OV
AT
ION
& A
DD
ITI O
NP
AC
KA
GE
4
100%
CO
NS
TR
UC
TIO
N D
OC
UM
EN
TS
2014.08.01
7/3
0/2
014 2
:53:3
3 P
M
P801
11045
DETAILS -PLUMBING
UN
IVE
RS
ITY
OF
OR
EG
ON
13T
H A
VE
NU
E &
UN
IVE
RS
ITY
ST
RE
ET