p l u m b i n g l e g e n d plumbing design criteria … · 2014-07-28 · dp102 demo plan - level...

PS

FS

DDCV

DCV

RPBFP

FROMFRM

BELOWBEL

ABOVEABV

IAPMO INTERNATIONAL ASSOCIATION OF

PV PLUG VALVE

UNIONUN

HOT WATER RECIRC. RISER

HOT WATER RISER

COMPRESSED 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

CA

OD

RD

SD

F

DRAIN LINE

COMPRESSED AIR

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

GAS RISER

VENT STACKS

COLD WATER RISER

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

V

G

CW

HW

HWR

OD

RDROOF DRAIN RISER

OVERFLOW DRAIN RISER

COMPRESSED AIR RISER

WASTE STACKW

CA

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

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. CONTRACTOR TO COORDINATE INSTALLATION OF GAS SERVICE WITH THE LOCAL UTILITY COMPANY, CONTACT ENGINEERING DEPARTMENT. ALL EXTERIOR GAS PIPING SHALL

BE PAINTED.

5. 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.

6. CONTRACTOR SHALL COORDINATE ALL UTILITY LINES EXITING OR ENTERING BUILDING WITH DIVISION 2 SPECIFICATIONS AND CIVIL ENGINEER'S UTILITY PLAN DRAWINGS AND

OTHER TRADES.

7. BARRIER FREE REQUIREMENTS: PROVISIONS HAVE BEEN DESIGNED TO PROVIDE FIXTURES IN ACCORDANCE WITH A.D.A., ANSI AND STATE REGULATIONS. CONTRACTOR SHALL

COMPLY WITH ALL REQUIREMENTS AND REPORT TO ARCHITECT OR OWNER'S REPRESENTATIVE WHEN FIELD CONDITIONS PREVENT CORRECT INSTALLATION

8 REFER TO CRAFT CENTER OWNER EQUIPMENT LIST FOR ALL EQUIPMENT REQUIRING PLUMBING CONNECTION.

9. FIRE SPRINKLER CONTRACTOR TO VERIFY ALL LOCATION IN THE CRAFT CENTER FOR HAZARD GROUPS.

10. 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.

11. 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.

12. 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

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)

PW

PV

PROCESS WASTE

PROCESS VENT

LOW PRESSURE GASLG

IHW INDUSTRIAL HOT WATER

TW

TWR

TEMPERED WATER

TEMPERED WATER RETURN

PDPLANTER DRAIN

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 ELEVATION

DI DEIONIZED WATER

OXYGEN

ACETYLENE

O2

CSP 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

ACET

1. CODES AND STANDARDS

A. AMERICANS WITH DISABILITIES ACT, (ADA)

B. BUILDING CODES ENFORCED BY THE AUTHORITY HAVING JURISDICTION IN OREGON:

1. 2011 OREGON PLUMBING CODE (OPC) WITH STATE AMENDMENTS.

2. WATER SUPPLY:

A. CONNECTING TO EXISTING SYSTEM IN THE BASEMENT OF EMU.

B. PIPE SIZES ARE BASED ON MAXIMUMS 3 PSI FRICTIONS LOSS FOR COPPER PIPE AT A MAXIMUM VELOCITY OF 8 FPS, AND

PREDOMINANTLY FLUSH TANK TYPE SYSTEM REQUIRING A MINIMUM RESIDUAL PRESSURE OF 15 PSI.

3. SANITARY SEWER:

A. BUILDING SEWER SIZE 4 INCHES @ 2 % SLOPE

B. TOTAL CAPACITY 216 DRAINAGE FIXTURE UNITS

C. CONNECTED LOAD 120 D.F.U.

4. STORM DRAIN:

A. RAINFALL INTENSITY 1.3 INCHES/HOUR

B. STORM DRAIN (1) 4 INCH , (1) 6 INCH IS SIZED AT 3 INCHES/HOUR @ 1 % SLOPE

2. GAS SERVICE:

A. MAIN SIZE 2 INCHES

B. MAXIMUM DISTANCE 150 FEET

C. CONNECTED LOAD 4630 CFH

D. DELIVERY PRESSURE: 2 PSI

6. HOT WATER:

A. CIRCULATED? Y

B. CONNECTING TO EXIST DOMESTIC HOT HEAT EXCHANGER SYSTEM.

EMERGENCY SHUT OFF VALVE

EMO

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

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

50%

CO

NS

TR

UC

TIO

N D

OC

UM

EN

TS

2014.03.14

3/1

3/2

014 4

:00:2

9 P

M

P000

11045

LEGEND ANDABBREVIATIONS- PLUMBING

UN

IVE

RS

ITY

OF

OR

EG

ON

13T

H A

VE

NU

E &

UN

IVE

RS

ITY

ST

RE

ET

P000 LEGEND AND ABBREVIATIONS - PLUMBING

P001 SCHEDULES - 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

P152mB MEZZANINE LEVEL 2 - HEARTH & MILLS CENTER- 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 FIRE PROTECTION RISER DIAGRAM

P801 DETAILS - PLUMBING

PU000 LEGENDS AND ABBREVIATIONS - PLUMBING

PU001 SCHEDULES - PLUMBING

PU100A UNDERGROUND PLAN - SECTOR A - PLUMBING

PU100B UNDERGROUND PLAN - SECTOR B - PLUMBING

PU100D UNDERGROUND PLAN - SECTOR D - PLUMBING

DP100 DEMO PLAN - GROUND LEVEL - PLUMBING

DP101 DEMO PLAN - LEVEL 1 - PLUMBING

DP101m DEMO PLAN - MEZZANINE LEVEL - PLUMBING

DP102 DEMO PLAN - LEVEL 2 - PLUMBING

DP102m DEMO PLAN - LEVEL 3 - 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 45 / 11 460 / 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, 3450 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 ea 45 GPM recovery each, 50°F to 140°F, 7# 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 controlvalve, double-solenoid safety relief, vacuum breaker, relief valve, with Cemtrol controller mounted 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 and control wiring to/from FlowTherm panel is by Div. 26 and BMS contractor, respectively.

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.

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

--- --- --- --- --- --- --- ---

TP-2

--- --- --- 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 DRAIN

3" 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

---1/2"11/4"11/2"(2)11/4"DUAL DRINKING FOUNTAINDF-1 WITH BOTTLE FILLER

------------------------

---

---

WEILSUB, EXISTING EXISTING EXISTING (2) 50 27 1 2"

1BELL & GOSSET 6 1750 12030'INLINE 1/12

PL SERIES---

EAST PENTHOUSE480 3 115 BOCK 50F50 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

INTERCEPTOR

MANUFACTURERTYPE

-LIQUID

GREASE

SERVICE REMARKSHWLCAPACITY

ITEM VAC HZ

--- ALL FOOD PREP AREAS, SEE CIVIL DRAWINGS,FOR EXACT LOCATION

11'-4" 5'-10" 7'-10" --- ---2000---UTILITY VAULT

WITH MIXING VALVE1/2"1/2"11/2"2"11/2"FOOT SHOWERFSH-1

5106-2-GA

ZOELLER CO.ELEVATOR

SUB. 24"x24" 24" 50 20 1750 120 1SUMP 40MIGHTY-MATE

W / HIGH LEVEL ALARM1/3

10 --- ---EXPANSION TANK WATTS SET PRECHARGE TO 75 PSI

3450 120 1

(4) 8230 FLOATS WITH 40' CORDS

EXPANSION TANK WESSELS

TTA-12560 PART OF FTDW-1

2445

PROVIDE COVER 8805, (2) 20"8817 PUMP OPENING COVERS,

W / HIGH LEVEL ALARM,

PHMODEL

---

FLA

---

PHASE

---

GPM / INCOMINGSTEAM PSIG

4" 4" 2"

4" 4" 2"

TANK SCHEDULE

SEWAGE EJECTOR/SUMP PUMP SCHEDULE

PUMP SCHEDULE

EQUIPMENT SCHEDULE

SP

2

EWH

1

CP

1

ET

1

SP

1

GI

1

ET

2

PRESSURE DROP TRAP PRIMER

REMARKSHWCWWASTETRAP

ARMDESCRIPTIONITEM VENT

RECOVERY VOLTSSIZE

TANK

WATTSFIXTURE SYSTEM SERVED MODEL NUMBERMANUFACTURER REMARKSPHASE TEMP.


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

NP

AC

KA

GE

4

50%

CO

NS

TR

UC

TIO

N D

OC

UM

EN

TS

2014.03.14

3/1

3/2

014 4

:00:3

8 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

UP

UP

WC-2

WC-1

WC-1

WC-2

L-1

L-1

2"FD-1

WC-22"FD-1

L-2

MS-1

20.6

18.8

19.5

N P Q R S T U W

22

18

17

V

21

19

20

16.5

VESTIBULE

V002

HEARTH

L001

SURVIVAL CENTER/ STUDENT

INSURGENT

005

MEDIUM CONFERENCE ROOM

023

STUDENT VETERANS CENTER

015

V. SM. CONF

008

SMALL CONF

010

CLUB SPORTS

006

SUSTAINABILITY COALITION

004

ASUO

003

OUTDOOR PROG.& BIKE

CENTER

007

WOMENS CENTER & SWAT

012

CONF. STORAGE

009

?

?

ELEC

020

G.I.

018

GENDER INCLUSIVE

RESTROOM

014

?

?

LGBTQA

022

OFFICE COORDINATOR

003B

LEADERSHIP ADVISOR

003E

ACCOUNTANT

003F

DIRECTOR

006B

STORAGE

006A

OFFICE

012A

?

?

?

?

?

?

CORRIDOR

H015

VESTIBULE

V003

?

?

ASST. COORD.

006C

?

??

?

STAIR 5

S003

STAIR 1

S004

STAIR 4

S002

CORRIDOR

H004

STUDENT STREET

H003

FC / MANIFOLD

013

VENDING

019

OFFICE

007B

RENTAL BIKE STORAGE

007A

?

?

OP OFFICE

007BB

LACTATION/ LIBRARY

012D

STORAGE

012E

OFFICE

015A

ACCOUNTING TECH.

003G

ASUO WALK-UP COUNTER

003A

CIRCULATION

H002

CORRIDOR

H019

FIRE / WATER

016

ELEV

E2

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" BACKFLOW

2 1/2"CW DN

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

2"CW UP

6"RDUP & DN(3430 SF)


6"RD UP(5300 SF) 6"RD DN

(5300 SF)

6"RD UP(5440 SF)

6"RD DN(5440 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


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

50%

CO

NS

TR

UC

TIO

N D

OC

UM

EN

TS

2014.03.14

3/1

3/2

014 4

:00:5

8 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)

UPUP

20.6

A B C D E F G H

17.0

16.2

15.5

18.8

17.9

17.5

19.5

L M N

18

17

15

13

12

21

19

12.5

14

16

14.2

12.7

12.2

20

STAIR 6 (E)S001

MECH.001B

CARD OFFICE001

STAIR 6 (E)S001

VESTV001

FOYERL001A

??

CARD OFFICE001A

TICKET OFFICE002

CIRCULATIONH002

HEARTHL001

INFOL001B

VESTIBULEV004

HEARTH - SOUTH

L001CMARKET / COFFEE

050

STAIR

S005

STAIR 1 (E)S009

PUB KITCHEN046A

HOLDEN CENTER047

??

??

??

??

??

MECHANICAL046B

PUB046

"O" LOUNGEL005

SEATINGL005A VEST

V005

MEN032

TELECOM031

ELEV (E)E4

10

1

A B C D E F G H J K L

6

7

8

9

11

3

4

5

M

2

SP

1

2

1

1

MARKET049

MARKET050A

??

SEE SHEET P150C

6

6

4

4

??

4"GW DN

6

4


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

50%

CO

NS

TR

UC

TIO

N D

OC

UM

EN

TS

2014.03.14

3/1

3/2

014 4

:01:1

8 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

SHEET NOTES

NEW RETAIL SPACE PROVIDE 1" COLD WATER STUB FORFUTURE T.I. WORK, PROVIDE INDIVIDUAL METERED FOR EACHRETAIL SPACE.

NEW PUB LOCATION PLUMBING FIXTURES -TBD.PROVIDE 1" COLD WATER STUB FOR T.I. WORK, AND INDIVIDUALMETER.

NEW COFFEE SHOP LOCATION PLUMBING FIXTURES - TBDPROVIDE 1"COLD WATER STUB FOR T.I. WORK, AND INDIVIDUALMETER.

3/4" HOT WATER SUBBED 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.

KEY PLAN (NTS)

B

6.

UP

UP

F G H J

11.5

10

9

8

7

6

5

4

3

2

0.5

K

L M N

13

12

11

1

9.5

12.5

12.7

12.2

UR-2UR-1WC-1

2"FD-1

WC-2

L-1L-1

L-1

L-1L-1

L-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

4"SANCAPPED FOR FUTURE T.IPACKAGE 5

EXISTING PIIPING INTHIS AREA WILL NEEDTO BE REROUTED

GI

1

"O" LOUNGEL005

ELEV (E)E4

TELECOM031

MEN032

JANITOR035

ELECTRICAL034

TECHNOLOGY LOUNGEL005C

CIRCULATIONH045

CAMPUS DIGITAL PRINTCENTER

036

CORRIDORH036

ELEVATOR (E)E3

STAIR (E)S008

MAIN ELECTRICAL127

SEATINGL005B

STAIR 3S006

SEATINGL005A

WOMEN033

VESTV005

STAIR (E)S007

SEATINGL005B

2"CW UP

4"SAN UP

2"SAN UP

1/2"TP LINE UP TO ASSEMBLY ABOVE

1/2"TP LINE UP TOASSEMBLY ABOVE

4" SAN UP

2" CW UP

2"SAN UP

3/4"HW, CW UP

E5042

PACKAGE 4SCOPE


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

50%

CO

NS

TR

UC

TIO

N D

OC

UM

EN

TS

2014.03.14

3/1

3/2

014 4

:02:0

9 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

SHEET NOTES1. RECONFIGURED RESTROOMS PROVIDE NEW LOW FLOW

PLUMBING FIXRUTES AND RECONNECT TO EXISTING SERVICE.

KEY PLAN (NTS)

C

A B C D E F

10

9

8

7

6

5

4

3

9.5

12.7

12.2

GENERAL MGR045G

MUSIC LIBRARY045K

KWVA045

??

??

??

OFFICE045D

EQUIP045E

RACK ROOM045F

STORAGE043B

SMALL CONFERENCE044

STUDENT RESOURCE STUDIO043

MIXING043A

CALL CENTER040

COMPUTER LAB042

MARKETING041

MECHANICAL038

CORRIDORH038

ELEV MACHINE039D

ELEVATOR (E)E3

STAIR (E)S008

CORRIDORH036

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 AT MAIN

2"V UP

1"CW,3/4"HW,X"G UP

1"CW,3/4"HW,X"G UP

1"CW,3/4"HW,X"G UP


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

50%

CO

NS

TR

UC

TIO

N D

OC

UM

EN

TS

2014.03.14

3/1

3/2

014 4

:02:3

1 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

KEY PLAN (NTS)

#KEYED NOTESSEE SHEET P5.01 FOR PLUMBING EQUIPMENT LAYOUT.1.

UPUP

DN UP

UP

20.6

18.8

19.5

M N P Q R S T U W

22

18

17

V

21

19

20

16.5

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-1

CSD-1ASD-1

2"FD-1

3/4"HWRUP & DN

2"V UP

2"V DN

F F

2"V UP

2"V UP

3"SANUP & DN

4"SANUP & DN

X"V UP & 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

114

CORRIDOR

H114

MEDITATION

115

WOMENS WASH

116

TELECOM

117

ELEC

118

CORRIDOR

H118

WOMEN

111

MEN

110

CORRIDOR

H110MEDIUM CONF ROOM

119

CAER

109N

MCC DIRECTOR

109M

MSA

109L

STOR.

109K

BWA

109B

BSU

109AMEDIUM CONF ROOM

104CORRIDOR

H105

CONF STORAGE

107

MECHA

109ENASU

109DLARGE CONF ROOM

108

STAIR 4

S102

BRIDGE

H104

SEATING

121

STAIR 5

S103

6"RD UP(6830 SF)

1 1/2"V DN

PROVIDE 3/4"HW, CWMALE HOSE BIBCONNECTIONS

3/4"HW RPZ,3/4"CW RPZ

1 1/2"V DN

6"RDUP & DN(3430 SF) 6"RD

UP & DN(3586 SF)

6"RD UP(5300 SF)

6"RD DN(5300 SF)


3"RDUP & DN(750 SF)

6"RD DN(6830 SF)

2"SAN UP

2"V UP

3"SAN UP

1 1/2"V UP

4"SANUP & DN

2"V DN

E504 1

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

E504

3


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

50%

CO

NS

TR

UC

TIO

N D

OC

UM

EN

TS

2014.03.14

3/1

3/2

014 4

:02:5

0 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)

UP

DN

UP

DN

DN

UP

DN

DN

UP

DN

20.6

A B C D E F G H

17.0

16.2

15.5

18.8

17.9

17.5

19.5

L M N

18

17

15

13

21

19

14

16

14.2

12.7

20

PROVIDE 1"RPZFOR HVAC MAKE UP WATER

RELOCATED GAS METER

RECONNECT TO EXISTINGGAS LINE ROUTED TOTAYLOR LOUNGE FIRE PLACES

G

3"FD-1

HB-1

NEW FIRE PROTECTIONRISER, RECONNECT TO EXISTINGSYSTEM

DUCKSTORE102

MECH103

STAIR 7S110?

?

STAIR (E)S101

ELEVE1

LANDINGH102

BRIDGEH102A

STAIR 4S102

HALLWAYH101

TAYLOR LOUNGE101

STAIR (E)S109

STAIR 2S105

EMU LOBBYL101

SEATINGL005A

FISHBOWL FOOD SERVICESEATING

170


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

50%

CO

NS

TR

UC

TIO

N D

OC

UM

EN

TS

2014.03.14

3/1

3/2

014 4

:03:0

5 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

UP

DN

DN

DN

DN

F G H J

11.5

10

9

8

7

6

5

4

3

2

0.5

K

L M N

13

12

11

1

9.5

12.5

12.7

12.2

WC-1

WC-2

UR-1UR-2

L-1 L-1

WC-1 WC-2

2"FD-1

2"FD-1

WC-2L-2

MS-1

4"RD UPTIED OVERFLOW INTO THEPRIMARY ROOF DRAIN ON THEVERT AS PER CODE AND SIZEAT 3"/HR DOWN STREAM.

4"RD DN(1450 SQFT)

3"RD/OD UP(1450 SQFT)

3"RD/OD UP(1450 SQFT)

4"RD DN(1450 SQFT)

4"RD UPTIED OVERFLOW INTO THEPRIMARY ROOF DRAIN ON THEVERT AS PER CODE AND SIZEAT 3"/HR DOWN STREAM.

WCO

TP-2

WHA

4"SAN DN

2"SAN DN

EMU LOBBYL101

FLEXIBLE SPACEL101A

VERY SMALL CONFERENCEROOM

131VERY SMALL CONFERENCEROOM

130

ELEV (E)E4

STAIR (E)S111

STORAGE132

FOOD SERVICE VENDOR 3151

FOUNTAIN COURT SEATING134B

SEATING134C

SEATINGL005A

STAIR 3

S006

FOYER

H134

ROGUE CONFERENCE ROOM(MEDIUM)

140

UMPQUA CONFERENCEROOM (SMALL)

141

JANITOR142

HALLWAYH143 TOILET

144

STAIR (E)S107

V LARGE CONFERENCEROOM STORAGE

145A

VERY LARGE CONFERENCEROOM

145

VERY LARGE CONFERENCEROOM

146

ELEVATOR (E)E3

STAIR (E)S108

CONFERENCE STORAGE147

??

??

STORAGE149A

L-1 L-1

DF-1

POC 3/4"HW,CW &TO EXISTING INCEILING


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

50%

CO

NS

TR

UC

TIO

N D

OC

UM

EN

TS

2014.03.14

3/1

3/2

014 4

:03:2

3 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

KEY PLAN (NTS)

C

UP

A B C D E F

10

9

8

7

6

5

4

3

9.5

12.7

12.2

EXISTING RESTROOM,SEE ARCHITECTSDRAWING OFRELOCATED ADA WC'S

(E) ALARM BELL

(E) 2-WAY FDC

PROVIDE 3/4"HOT, 1"COLD WATERCAPPED WITH SUB METERS, 1"GASCAPPED FOR FUTURE T.I. WORK TO BEDETERMINED AT A LATER DATE, EACHRETAIL SPACE TO BE INDIVIDUALLYMETER AND GREASY WASTE LINEROUTED TO NEW GREASE INTERCEPTOR

(E) 2-WAY FDC

(E) HOSE BIB

PROVIDE NEWBACKWATER VALVE

PROVIDE 3/4"HOT, 1"COLD WATERCAPPED WITH SUB METERS, 1" GASCAPPED FOR FUTURE T.I. WORK TO BEDETERMINED AT A LATER DATE, EACHRETAIL SPACE TO BE INDIVIDUALLYMETER AND GREASY WASTE LINEROUTED TO NEW GREASEINTERCEPTOR

PROVIDE 3/4"HOT, 1"COLD WATERCAPPED WITH SUB METERS, 1" GASCAPPED FOR FUTURE T.I. WORK TO BEDETERMINED AT A LATER DATE, EACHRETAIL SPACE TO BE INDIVIDUALLYMETER AND GREASY WASTE LINEROUTED TO NEW GREASEINTERCEPTOR

EXISTING FIXTURES INTO REMAIN IN SERVICE


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

50%

CO

NS

TR

UC

TIO

N D

OC

UM

EN

TS

2014.03.14

3/1

3/2

014 4

:03:3

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)

DN

UP

DN

UP

DN

20.6

A B C D E F G H

17.0

16.2

15.5

18.8

17.9

17.5

19.5

L M N

18

17

15

13

21

19

14

16

14.2

12.7

20


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

50%

CO

NS

TR

UC

TIO

N D

OC

UM

EN

TS

2014.03.14

3/1

3/2

014 4

:03:5

2 P

M

P151mB

11045

MEZZANINE -LEVEL 1 HEARTH& MILLS CENTER- 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 B - PLUMBING

KEY PLAN (NTS)

B

A B C D E

10

9

8

7

6

5

4

9.5

PROVIDE 1"RPZ AND ROUTE

1" ICW TO NEW MAU

WC-2

L-1

RECONNECT TOEXISTING SERVICES


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

50%

CO

NS

TR

UC

TIO

N D

OC

UM

EN

TS

2014.03.14

3/1

3/2

014 4

:04:0

4 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

KEY PLAN (NTS)

DN UP

DN

20.6

18.8

19.5

M N P Q R S T U W

22

18

17

V

21

19

20

16.5

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-1WSP-1

S-1

1 1/2"CW UP

3/4"HWR UP

3/4"HWR DN X"CW DN

HB-1

MEN'S CENTER

211

STAIR 4

S202

SUPPLY

213A

NON-TRADITIONAL STUDENT

UNION

212STUDENT ACTIVITIES AND

RESOURCE CENTER

213

COPY CENTER

213B

CHAIR STORAGE

213C

VERY SMALL CONF ROOM

210

STUDENT ACTIVITIES AND

RESOURCE CENTER

213

SEATING STORAGE

214F

TEAM

213D

TEAM

213E

?

?

?

?

MF AUDITORIUM STORAGE

214G

STORAGE

214B AV

214C

MULTI-FUNCTIONAL

AUDITORIUM

214

BRIDGE

H204

?

?

MEN

216

WOMEN

217

OFFICE

223A

CULTURAL FORUM

223

STAIR 5

S203

ELECTRICAL

222

JAN

221

?

?

MEDIUM CONF ROOM

219

STORAGE

218

VESTIBULE

V214E

CORRIDOR

H212

STUDY/ COLLABORATION

H200

CIRCULATION

H201

MEDIUM CONF ROOM

230

4"RD /OD UP(3430 SF)

4"RD/OD UP(3400 SF)

4"RD /OD UP(3430 SF)

COMBINE OD INTO THEPRIMARY RD ON THE VERTICALAS PER CODE6"RD DN (6830 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(3110 SF)

COMBINE OD INTO THEPRIMARY ROOF DRAIN ON THEVERTICAL AS PER CODE,6"RD DN (5440 SF)

4"RD/OD UP(3586 SF)

COMBINE OD INTO THEPRIMARY RD ON THE VERTICALAS PER CODE (TYPICAL)6"RD DN (3586 SF)

4"RD/OD UP(5300 SF)

COMBINE OD INTO THEPRIMARY RD ON THE VERTICALAS PER CODE

6"RD DN (5300 SF)

3"RD/OD UP(840 SF)

3"RDDN(1490 SF)

6"RD DN(3439 SF)

6" OD (6830 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


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

50%

CO

NS

TR

UC

TIO

N D

OC

UM

EN

TS

2014.03.14

3/1

3/2

014 4

:04:2

2 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


KEY PLAN (NTS)

DN

DN

UP

RD RDRD RD

20.6

A B C D E F G H

17.0

16.2

15.5

18.8

17.9

17.5

19.5

L M N

18

17

15

13

21

19

12.5

14

16

14.2

12.7

20

EXISTING PLUMBING

FIXTURES TO REMAIN

WC-2

L-2 2"FD-1

CIRCULATIONH201

CORRIDORH230

MEDIUM CONFERENCE ROOM231

SEATING

H230A

MEDIUM CONF ROOM

232

SHARED STORAGE233

TCOM / ELEC234

G.I.235

??

PREFUNCTIONL235

MC MILLAN GALLERY201

MEN203

STAIR 1 (E)

S209

WOMEN204

ART STAGING205

CIRCULATIONH201A

GUMWOOD239

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(2225 SF)


4"RD/OD UP(2225 SF)


3"RD/OD UP(460 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

50%

CO

NS

TR

UC

TIO

N D

OC

UM

EN

TS

2014.03.14

3/1

3/2

014 4

:04:3

7 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

KEY PLAN (NTS)

B

E F G H J

11.5

10

9

8

7

6

5

4

3

2

0.5

K

L M N

13

12

11

1

9.5

12.5

12.7

12.2

10

E F G H J K L

11

12

13

14

15

16

17

18

19

20

21

22

M

3"FS-1

RECONNECT VENT TOEXISTING VTR,RECONNECT NEW FLOOR SINKTO EXISTING WASTE SYSTEM

TP-2


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

50%

CO

NS

TR

UC

TIO

N D

OC

UM

EN

TS

2014.03.14

3/1

3/2

014 4

:04:5

1 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

KEY PLAN (NTS)

C

UP

UP

RD

RDRD

A B C D E

10

9

8

7

6

5

4

3

2

0.5

1

9.5


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

50%

CO

NS

TR

UC

TIO

N D

OC

UM

EN

TS

2014.03.14

3/1

3/2

014 4

:05:0

3 P

M

P152D

11045

LEVEL 2 -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"1LEVEL 2 FLOOR PLAN - SECTOR D - PLUMBING

KEY PLAN (NTS)

DN

DN

A B C D E F G H J

11.5

12

12.5

13

14

15

16

17

18

NML

19

20

16.5

KA B C D E F G H

17.0

16.2

15.5

11.5

18.8

17.9

17.5

19.5

L M N

18

17

15

13

12

19

12.5

14

16

14.2

12.7

12.2

20

10


6

7

8

9

11

12

3

4

5

M

2

EXISTING PLUMBINGFIXTURES TO REMAIN

4"RD-1

4"OD -1

(2225 SF)

4"RD-1

4"OD -1

(2225 SF)

L-1

WC-2



CONNECT 1/2"HWTO EXISTING

NEW 1 1/2"CW FROMBELOW, EXTEND TONEW PLUMBING FIXTURES


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

50%

CO

NS

TR

UC

TIO

N D

OC

UM

EN

TS

2014.03.14

3/1

3/2

014 4

:05:1

8 P

M

P152mB

11045

MEZZANINELEVEL 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 3 FLOOR PLAN - SECTOR B - PLUMBING KEY PLAN (NTS)

B

DN

16

17

18

21

22

WVUTSRQPNM

19

20

16.5

K

20.6

18.8

19.5

M N P Q R S T U W

22

18

17

V

21

19

16

20

16.5

4"RD-14"OD-12950 SF450 VERT SF(TOTAL 3400 SF)





EWH

1

ET

1

CP

1

MX

1

TP-1

4"FS-1

SEE DETAIL3/4"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

R101

MECHANICAL PENTHOUSE

EAST

R103

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

TP-1

2"V UPTO 2"VTR

3"RD/OD UP(1490 SF)

2"V DN

E504

3


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

50%

CO

NS

TR

UC

TIO

N D

OC

UM

EN

TS

2014.03.14

3/1

3/2

014 4

:05:4

6 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)

10

1


6

7

8

9

3

4

5

M

2

(E)4"RD(1430 SQFT)

(E)4"RD(1860 SQFT)

(E) 4" OVERFLOWWILL NEED TO TIEINTO THE EXISTINGROOF SYSTEM

6"RD-16"OD-1(3135 SQFT)

(E) 4"RD(2000 SQFT)

(E) 4"RD(2300 SQFT)

3"RD(1035 SQFT)

4"RD(1567 SQFT)

3"RD-13"OD-1(235 SQFT)(225 VERT. SF)(460 TOTAL SF)

4"RD-14"OD-1(2270 SQFT)

3"RD(1005 SQFT)

3"RD(1005 SQFT)

E504 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

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

50%

CO

NS

TR

UC

TIO

N D

OC

UM

EN

TS

2014.03.14

3/1

3/2

014 4

:06:0

2 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

KEY PLAN (NTS)

B

SCALE: 1/8" = 1'-0"1ROOF PLAN - SECTOR B - PLUMBING

GUTTER & DOWNSPOUTBY ARCHITECT/ SPILL TOLOWER ROOF

RD

RD

RD

RD

F G H J

11.5

10

9

8

7

6

5

4

3

2

0.5

K

L M N

13

12

11

1

9.5

12.5

12.7

12.2

PROVIDE 1 1/4"ICWTO MAU

4"RD-14"OD-1(2270 SF)

3"RD-13"OD-1(845 SQFT)

3"RD-13"OD-1(1450 SQFT)

4"RD-14"OD-1(2424 SQFT)

3"RD-13"OD-1(1450 SQFT)

3"RD-13"OD-1(825 SQFT)

3"RD-13"OD-1(845 SQFT)

4"RD-14"OD-1

3"RD-13"OD-1(1750 SF)(195 VERT SF)(1945 TOTAL SF)

3"RD-13"OD-1(360 SF)

3"RD-13"OD-1(900 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

50%

CO

NS

TR

UC

TIO

N D

OC

UM

EN

TS

2014.03.14

3/1

3/2

014 4

:11:1

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

KEY PLAN (NTS)

C

A B C D E F

10

9

8

7

6

5

4

3

9.5

14.2

12.7

12.2

3"RD

4"RD 4"RD

RECONNECTEXISTING 3/4"GASTO NEW RTU

RECONNECTEXISTING 3/4"GASTO NEW RTU

4"RD4"RD

3"RD

3"RD

3"RD

OVERFLOW SCUPPER

(E) OVERFLOW SCUPPER

(E) OVERFLOW SCUPPER

(E) 4"DOWNSPOUT

4"RD4"RD

NEW CANOPYDOWNSPOUNTS TORECONNECT TO EXISTING


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

50%

CO

NS

TR

UC

TIO

N D

OC

UM

EN

TS

2014.03.14

3/1

3/2

014 4

:11:2

8 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

KEY PLAN (NTS)SCALE: 1/8" = 1'-0"1ROOF PLAN - SECTOR D - PLUMBING

20.6

18.8

19.5

M N P Q R S T U W

22

18

17

V

21

19

20

16.5

1

6

7

3

4

5

M

2

4" RD-14"OD-12840 SF590 VERT SF(TOTAL 3430 SF)

4" RD-14"OD-1(2436 SF)

4"VTR

4"VTR

ROOFHYDRANT

ROOFHYDRANT

3"RD-13"OD-1(1490 SF)

4" RD-14"OD-12840 SF590 VERT SF(TOTAL 3430 SF) 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


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

50%

CO

NS

TR

UC

TIO

N D

OC

UM

EN

TS

2014.03.14

3/1

3/2

014 4

:11:4

0 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

KEY PLAN (NTS)

SCALE: 1/8" = 1'-0"1ROOF PLAN - SECTOR A - PLUMBING

B C D E

18

19

20

EXISTING DOMESTIC COLD WATER& FIRE PROTECTION BACKFLOWS, METERAND FIRE RISER TO REMAIN

THESE PIPES ARE PART OFPACKAGE 1

CA

(N)4"FS-1

(N)4"FS-1

SP

2

FTDW

1

REPLACINGPUMPS,CONTOLS,COVER ANDPIPING

PORVIDE 1"RPZ AND ROUTE1"ICW TO HVAC EQUIPMENT


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

50%

CO

NS

TR

UC

TIO

N D

OC

UM

EN

TS

2014.03.14

3/1

3/2

014 4

:11:4

8 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

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


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

50%

CO

NS

TR

UC

TIO

N D

OC

UM

EN

TS

2014.03.14

3/1

3/2

014 4

:11:5

5 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: 1/8" = 1'-0"1HOT AND COLD RISER DIAGRAM

EWH

1

(N) ET-1

(N)ELECTRICWATER HEATER

(N) CP-1

MIXINGVALVE

ROOF / PENTHOUSE

3RD FLOOR

MEZZANINE FLOOR

2ND FLOOR

UPPER ROOF

1ST FLOOR

GROUND FLOOR

1/2"

S-1

3/4"

HB-1

TP-1

3/4"

1 1/2"

3/4"

3/4"

BALANCING VALVE

L-1

L-1

1 1/2"

216

WC

-2

UR

-2

WH

A

UR

-1

SEE

L-1

L-1

L-1

3/4"

217

2"

DF-1224

MS-1

1"

3/4"

3/4"

WH-1

3/4"

S-1

1/2"

HOSEBIBS

RP2'S (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

WH

A

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"

1 1/2"

S-1

L-1

L-1

WC

-1

WH

A

WC

-1

WC

-2

1 1/2"

3/4"

2 1/2"

2"

2"

2"

2 1/2"

2 1/2"

3/4"

WH

TP-1

1/2"

S-1

2 1/2"

2 1/2"

L-2

WH

A

WC

-2

1/2"

1 1/2"

MS-1 WH-1

1 1/4"

3/4"

3/4"

3/4"

014 012D 018 017


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

50%

CO

NS

TR

UC

TIO

N D

OC

UM

EN

TS

2014.03.14

3/1

3/2

014 4

:12:0

1 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: 1/8" = 1'-0"1HOT & COLD RISER DIAGRAM

ROOF / PENTHOUSE

3RD FLOOR

MEZZANINE FLOOR

2ND FLOOR

UPPER ROOF

1ST FLOOR

GROUND FLOOR

2"

4" SAV

S-1213

2" FS-1 2" VTR

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

a FSb FS c FS

2" VTR

2"FD-1

2" FD-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

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

50%

CO

NS

TR

UC

TIO

N D

OC

UM

EN

TS

2014.03.14

3/1

3/2

014 4

:12:0

8 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: 1/8" = 1'-0"1WASTE AND VENT RISER DIAGRAM

GROUND FLOOR

ROOF / PENTHOUSE

3RD FLOOR

1ST FLOOR

2ND FLOOR

SCUPPER UPPERROOF TO LOWER ROOF

SEE CIVIL DWGSFOR CONT.

6" STORM

TIE THE OVERFLOW INTOTHE PRIMARY ROOF DRAINON THE VERTICAL AS PER CODE

ROOF DRAINSSIZED AT 1.3"/HR

AFTER OVERFLOW IS TIED INTO THE PRIMARYDRAINS SIZE 3"/HR (TYP.)


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

50%

CO

NS

TR

UC

TIO

N D

OC

UM

EN

TS

2014.03.14

3/1

3/2

014 4

:12:1

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: 1/8" = 1'-0"1STORM RISER DIAGRAM (NORTH WING)

ROOF / PENTHOUSE

3RD FLOOR

MEZZANINE FLOOR

2ND FLOOR

UPPER ROOF

GROUND FLOOR

1ST FLOOR

FHV

FHV

FHV

FHV

FHV

6"

6"

CONNECT TO 2ND FLOORSPRINKLER SYSTEM

TO SECTOR A 3RD FLOORSPRINKLER

FHV

3/4" MHT

2 WAY ROOF HYDRANT

PIV

WSP

FHV

6"

TO FIRST FLOORSPRINKLER SYSTEM

6"2"

FLOOR CONTROL SPRINKLERVALVE ASSEMBLY (TYP)

FHV

FHV

FHV

FHV

FHV

2"


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

50%

CO

NS

TR

UC

TIO

N D

OC

UM

EN

TS

2014.03.14

3/1

3/2

014 4

:12:2

1 P

M

P605

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: 1/8" = 1'-0"1FIRE PROTECTION RISER DIAGRAM

VBVB

SCALE:

T

M

M

T

MM

HWS

TWS

TWR HWRCWS

4" STMSUPPLY

1 1/2"

1 1/2"

2 1/2"

2"

1 1/2"2 1/2"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

NONE


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

50%

CO

NS

TR

UC

TIO

N D

OC

UM

EN

TS

2014.03.14

3/1

3/2

014 4

:12:2

8 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

p l u m b i n g l e g e n d plumbing design criteria … · 2014-07-28 · dp102 demo plan - level...

Documents