ABBREVIATIONS P L U M B I N G L E G E N D PLUMBING …pages.uoregon.edu/moxoby/EMU/Documents/EMU_CD/EMU100CD... · 2014-08-04 · design and installation of fire protection system

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:

PROJECT NO.:

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REVISIONS

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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

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11045

LEGEND ANDABBREVIATIONS- PLUMBING

UN

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RS

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OR

EG

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13T

H A

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NU

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UN

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RS

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ST

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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


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Contact:

ISSUE DATE:

PROJECT NO.:

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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


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"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


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ISSUE DATE:

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The

se d

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ings

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t are

the

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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


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)


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


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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


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


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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ISSUE DATE:

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ings

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t are

the

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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


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)


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he e

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CT

S C

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YR

IGH

T 2

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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

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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




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


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ater

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with

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he e

xpre

ss w

ritte

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rmis

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ER

A A

rchi

tect

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pro

hibi

ted.

SE

RA

AR

CH

ITE

CT

S C

OP

YR

IGH

T 2

012


Portland, OR 97204

T. 503.227.5280 F. 503.274.7674

02.13.00545

TODD KOLIBABA

ER

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: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)


(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)



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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Job. No.:

Contact:

ISSUE DATE:

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The

se d

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thei

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the

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T 2

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Portland, OR 97204

T. 503.227.5280 F. 503.274.7674

02.13.00545

TODD KOLIBABA

ER

B M

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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"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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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

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is p

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of a

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art o

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ial,

with

out t

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SE

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YR

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T 2

012


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

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& A

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ITI O

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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


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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

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A A

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of S

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SE

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YR

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T 2

012


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

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& A

DD

ITI O

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PA

CK

AG

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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


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Job. No.:

Contact:

ISSUE DATE:

PROJECT NO.:

CHECKED BY:

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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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A A

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ial,

with

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s In

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SE

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CH

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S C

OP

YR

IGH

T 2

012


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

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& A

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ITI O

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CK

AG

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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)


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


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


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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Job. No.:

Contact:

ISSUE DATE:

PROJECT NO.:

CHECKED BY:

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The

se d

raw

ings

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r co

nten

t are

the

prop

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of S

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of a

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ial,

with

out t

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ritte

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of S

ER

A A

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tect

s In

c. is

pro

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SE

RA

AR

CH

ITE

CT

S C

OP

YR

IGH

T 2

012


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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CO

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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)


4"RD/OD UP(2270 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


1/2"TP LINEUP TO ASSEMBLY

2"SAN UP


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Job. No.:

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ISSUE DATE:

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CHECKED BY:

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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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on th

is p

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of a

ny p

art o

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ater

ial,

with

out t

he e

xpre

ss w

ritte

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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


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

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& A

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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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Job. No.:

Contact:

ISSUE DATE:

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CHECKED BY:

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The

se d

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and

thei

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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

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ION

- R

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& A

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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

RE

ET

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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Job. No.:

Contact:

ISSUE DATE:

PROJECT NO.:

CHECKED BY:

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The

se d

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and

thei

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nten

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the

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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

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& A

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TIO

N D

OC

UM

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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

RE

ET

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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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

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T 2

012


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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CO

NS

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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

RE

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)



3"RD-13"OD-12025 SF300 VERT SF(TOTAL 2325 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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Job. No.:

Contact:

ISSUE DATE:

PROJECT NO.:

CHECKED BY:

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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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SE

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CH

ITE

CT

S C

OP

YR

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T 2

012


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

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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

:51:5

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


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


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Job. No.:

Contact:

ISSUE DATE:

PROJECT NO.:

CHECKED BY:

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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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T 2

012


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

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DD

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TIO

N D

OC

UM

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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


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




NEW DOWNSPOUTBY ARCHITECT

EXISTING DOWNSPOUTTO BE REPLACED IN SAMELOCATION, SEE PACKAGE1 FOR CONT.

REPLACE WITHNEW 3"RD-1,CONNECT TOEXISTING(845 SQFT)

4"VTR





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Job. No.:

Contact:

ISSUE DATE:

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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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A A

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A A

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s In

c. is

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SE

RA

AR

CH

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CT

S C

OP

YR

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T 2

012


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

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TIO

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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


(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" RD-1,CONNECT TOEXISTINGREPLACE WITH

NEW 4" RD-1,CONNECT TOEXISTING


B

NEW OAD-1

SPILL 4" OVERFLOW

1

1

1engineers for a sustainable futureTM

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Job. No.:

Contact:

ISSUE DATE:

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CHECKED BY:

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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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SE

RA

AR

CH

ITE

CT

S C

OP

YR

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T 2

012


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

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100%

CO

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UC

TIO

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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


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Job. No.:

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ISSUE DATE:

PROJECT NO.:

CHECKED BY:

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The

se d

raw

ings

and

thei

r co

nten

t are

the

prop

erty

of S

ER

A A

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SE

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AR

CH

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CT

S C

OP

YR

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T 2

012


Portland, OR 97204

T. 503.227.5280 F. 503.274.7674

02.13.00545

TODD KOLIBABA

ER

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ION

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EN

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& A

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2014.08.01

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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




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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

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nd a

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epro

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of a

ny p

art o

f thi

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ater

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rmis

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of S

ER

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rchi

tect

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


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

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EN

OV

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& A

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2014.08.01

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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




NEW LAVATORY

NEWMENS/WOMENSRESTROOM

NEW 1 1/2"CW


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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

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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


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

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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


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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on th

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epro

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of a

ny p

art o

f thi

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ater

ial,

with

out t

he e

xpre

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ritte

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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


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

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OV

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ION

& A

DD

ITI O

N

PA

CK

AG

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UM

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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


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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

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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


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%

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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" OD-1

6"6"

COMBINE OD INTO THEPRIMARY RD ON THE VERTICALAS PER CODE (TYPICAL)

6" RD DN (3586 SF)

3"

6"


4" OD-1


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)







4"


6"

4"

3"

3"

SEE CIVIL FORCONTINUATION

6"


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


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


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%

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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)


6" 4645 SF


TIE 3" OD INTO EXISTING5"RD ON VERTICAL,(E)5" RD DN (3270 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)


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


POC 4"RDTO EXISTING

4"RD-1


POC 4"RDTO EXISTING

4"RD-1POC 4"RDTO EXISTING

4"RD-1


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


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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


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

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AT

ION

& A

DD

ITI O

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CK

AG

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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


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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


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

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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


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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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