Attachment 1- Plans.pdf

PDF 18 MB Posted Mar 24, 2022

Attached to: FP-2021-15A DA Tank Replacement
Solicitation number: S-580100-00002584
Issued by: Umatilla County, Oregon

About this file

Written by GovTribe AI · Apr 3, 2024

This document appears to be Attachment 1 - Plans related to the state and local contract opportunity FP-2021-15A DA Tank Replacement in Union County, Oregon. The opportunity involves adding Addendum no. 1 and 5 attachments, including documents related to roofing, HVAC building automation systems, boiler plant mechanical equipment, and addendum drawings. The key details of this opportunity include updating the existing procurement documents with these additional attachments.

The pricing terms, set asides, incumbents, funding requirements, and other salient information are not provided in the given document. The summary is limited to the key details about the added attachments and the agencies, consortiums, and/or jurisdictions involved, which are Union County, Oregon.

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NORTH NORTH

DATE:

DRAWN:

CHECKED:

PROJECT:

DESIGNED:

725 A Street

Springfield, OR 97477

541.342.7210 systemswestengineers.com

SYSTEMS WEST ENGINEERS

C O N S U L T A N T

OWNER:

LOCATION:

MARK DATE DESCRIPTION

ONE UNIVERSITY BLVD

LA GRANDE, OREGON

MARCH, 2022

OWNER:

EASTERN OREGON

UNIVERSITY

One University Blvd.

La Grande, OR 97850

o. 541.962.3181

Contact: David Moore

Capital Projects Manager dnmoore@eou.edu

MECHANICAL & ELECTRICAL:

SYSTEMS WEST

ENGINEERS

725 A Street

Springfield, OR 97477

p. 415.323.8934 www.systemswestengineers.com

Contact: Meredith Osborn

S H E E T I N D E X

S I T E M A PV I C I N I T Y M A P

NOT TO SCALE NOT TO SCALE

SITE LOCATION

AREA OF WORK

:0 :5

STEAM CENTRAL

PLANT SURGE &

DEAERATOR TANK

REPLACEMENT

T T E D

B Y

O N

PHYSICAL

PLANT

ONE UNIVERSITY

BLVD, LA GRAND, OR

97850

EASTERN OREGON

UNIVERSITY

03/16/2022

X033.01

G001

MLO

JSH

GNL

EASTERN OREGON UNIVERSITY

PHYSICAL PLANT

Permit Set

STEAM CENTRAL PLANT

SURGE & DEAERATOR

TANK REPLACEMENT

TITLE SHEET

G001 TITLE SHEET

M001 LEGEND, GENERAL NOTES, & SHEET INDEX

M101 DEMOLITION PLAN - LOWER LEVEL

M102 DEMOLITION PLAN - UPPER LEVEL

M110 PLUMBING FOUNDATION PLAN

M121 FLOOR PLAN - LOWER LEVEL

M122 FLOOR PLAN - UPPER LEVEL

M301 SECTIONS

M501 DETAILS

M601 SCHEDULES

M611 DIAGRAMS

M612 DIAGRAMS

E001 LEGEND, GENERAL NOTES, & SHEET INDEX

E101 DEMOLITION PLAN - LOWER LEVEL

E121 FLOOR PLAN - LOWER LEVEL

E611 DIAGRAMS

S-1.1 STRUCTURAL TITLE SHEET

S-2.1 FOUNDATION PLAN

P PPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPP

M E C H A N I C A L L E G E N D

PIPING GENERAL

CONTROLS

GENERAL NOTES

ABBREVIATIONS

SYMBOL ABBREV. DESCRIPTION

SRV

CFR

CFS

MAV

AAV

BFV

CHV

GBV

PRV

SRV

SSV

TPS

FMS

FCV

ACH AIR CHANGES PER HOUR

AFF ABOVE FINISHED FLOOR

AFS AUTOMATIC FIRE SPRINKLER

AL ALUMINUM

ALT ALTERNATE

APD AIR PRESSURE DROP

BAS BUILDING AUTOMATION SYSTEM

BHP BRAKE HORSEPOWER

BOD BOTTOM OF DUCT

BTUH BRITISH THERMAL UNITS PER HOUR

CFH CUBIC FEET per HOUR CFM CUBIC FEET per MINUTE

CMU CONCRETE MASONRY UNIT

CONC CONCRETE

CONT CONTINUATION

(D) DEMOLITION

DB DRY BULB

dBa DECIBELS ACOUSTIC

DEMO DEMOLITION

DN DOWN

DP DIFFERENTIAL PRESSURE

(E) EXISTING

EAT ENTERING AIR TEMPERATURE

EER ENERGY EFFICIENCY RATIO

EFF EFFICIENCY

EG EXHAUST GRILLE

ESP EXTERNAL STATIC PRESSURE

EWT ENTERING WATER TEMPERATURE

FLA FULL LOAD AMPS

FPM FEET PER MINUTE

FT FEET

FT WC FEET WATER COLUMN

FUT FUTURE

GPH GALLONS PER HOUR

GPM GALLONS PER MINUTE

GYP BD GYPSUM WALL BOARD

HP HORSEPOWER

HSPF HEATING SEASONAL

PERFORMANCE FACTOR

HVAC HEATING, VENTILATING, &

AIR CONDITIONING

HZ HERTZ (CYCLES PER SECOND)

IAQ INDOOR AIR QUALITY

IN INCHES

IN WC INCHES WATER COLUMN

IPLV INTEGRATED PART LOAD VALUE

IW INDIRECT WASTE

LAT LEAVING AIR TEMPERATURE

LBS POUNDS

LWT LEAVING WATER TEMPERATURE

mA MILLIAMPERE

MAX MAXIMUM

MBH THOUSAND BTUs per HOUR

MCA MINIMUM CIRCUIT AMPS

MFGR MANUFACTURER

MIN MINIMUM

MOP MAX. OVERCURRENT PROTECTION

(N) NEW

NC NOISE CRITERIA

NC NORMALLY CLOSED

NIC NOT IN CONTRACT

NO NORMALLY OPEN

NPLV NON-STANDARD PART LOAD VALUE

NPSH NET POSITIVE SUCTION HEAD

OFCI OWNER FURNISHED/CONTRACTOR

INSTALLED

OSA OUTSIDE AIR

PD PRESSURE DROP

PH PHASE

PPH POUNDS per HOUR PSI POUNDS per SQUARE INCH

REQ'D REQUIRED

RF RETURN FAN

RG RETURN GRILLE

RH RELATIVE HUMIDITY

RPM REVOLUTIONS per MINUTE

SD SUPPLY DIFFUSER

SEER SEASONAL ENERGY EFFICIENCY RATIO

SF SUPPLY FAN

SS STAINLESS STEEL

STL STEEL

TSP TOTAL STATIC PRESSURE

TYP TYPICAL

VFD VARIABLE FREQUENCY DRIVE

WB WET BULB

WC WATER COLUMN

WG WATER GAUGE

PIPING UP

PIPING DOWN

DIRECTION OF SLOPE

CAPPED PIPE

PIPE REDUCING FITTING:

CONCENTRIC, ECCENTRIC

DIRECTION OF FLOW

DRAIN VALVE

UNION

PUMP

BALL VALVE

BUTTERFLY VALVE

CHECK VALVE

GATE VALVE

GLOBE VALVE

BALANCING VALVE /

ECCENTRIC PLUG VALVE

AUTOMATIC CONTROL

VALVE: 2-WAY

AUTOMATIC CONTROL

VALVE: 3-WAY

AUTOMATIC BUTTERFLY VALVE

FLEXIBLE PIPE CONNECTION

PUMP SUCTION DIFFUSER

WYE STRAINER

BASKET STRAINER

PRESSURE REGULATING VALVE

THREE-WAY BYPASS VALVE

SOLENOID VALVE

RELIEF VALVE

SAFETY RELIEF VALVE

(HYDRONIC)

STEAM SAFETY VALVE

TEMPERATURE/PRESSURE

SAFETY VALVE

SELF CONTAINED CONTROL VALVE

CONSOLIDATED FITTING RETURN

CONSOLIDATED FITTING SUPPLY

THERMOMETER

PRESSURE GAUGE

TEST PLUG

SIGHT FLOW INDICATOR

SENSOR WELL

MANUAL AIR VENT

AUTOMATIC AIR VENT

AUTOMATIC FLOW CONTROL VALVE

VENTURI

WATER FLOW METER

STEAM TRAP

VACUUM BREAKER (STEAM)

FLOW MEASURING STATION

REDUCED PRESSURE

BACKFLOW PREVENTER

1. THE FACILITY WILL REMAIN IN OPERATION DURING CONSTRUCTION. COORDINATE ALL

SHUTDOWNS AND CONSTRUCTION ACTIVITY WITH FACILITIES STAFF.

2. SIZE AND LOCATION OF ALL PIPING AND OTHER MECHANICAL EQUIPMENT IS APPROXIMATE.

CONTRACTOR SHALL SITE VERIFY THE LOCATION OF EXISTING PIPING AND EQUIPMENT AND

CONSTRUCT WORK FROM FIELD DIMENSIONS. CONTRACTOR SHALL MAKE ADJUSTMENTS NECESSARY

TO ACCOMMODATE MINOR DEVIATIONS AT NO COST TO OWNER.

3. FINE (LIGHT) LINE WORK INDICATES EXISTING PIPING AND OTHER MECHANICAL EQUIPMENT. BOLD

(HEAVY) LINE WORK INDICATES NEW PIPING AND OTHER MECHANICAL EQUIPMENT.

4. IT IS RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE CUTTING AND PATCHING TO

ALLOW THE INSTALLATION OF MATERIALS AND EQUIPMENT AS SPECIFIED AND SHOWN ON DRAWINGS.

SYMBOL ABBREV. DESCRIPTION SYMBOL DESCRIPTION

SYMBOL DESCRIPTION

(E)

OR diaø

SHEET NUMBER

SECTION LETTER

SHEET NUMBER

EQUIPMENT TYPE

EQUIPMENT NUMBER

EXISTING

DIAMETER

NEW TO EXISTING POINT OF CONNECTION

NOTE REFERENCE MARKER

PLAN OR DETAIL REFERENCE MARKER

SECTION REFERENCE MARKER W/VIEW DIRECTION

EQUIPMENT MARKER

ROOM NUMBER

EXISTING SHOWN LIGHT

NEW WORK SHOWN BOLD

EXISTING TO BE REMOVED

M-301

AHU

PLAN OR DETAIL NUMBER

SYMBOL DESCRIPTION

DEMOLITION NOTES

1. REVIEW DEMOLITION DRAWINGS FOR ITEMS TO REMAIN, TO BE RETAINED FOR RELOCATION, OR TO BE SALVAGED TO THE OWNER. REFER TO ARCHITECTURAL DOCUMENTS FOR ADDITIONAL REQUIREMENTS.

2. DEMOLISH EQUIPMENT, FIXTURES, DEVICES, PIPING, CONDUIT, FITTINGS, AND APPURTENANCES INTERIOR TO THE BUILDING THAT ARE MADE OBSOLETE BY THE NEW WORK AND/OR ARE ABANDONED

AND NO LONGER IN USE.

3. PROTECT AND MAINTAIN OPERABILE EXISTING EQUIPMENT, FIXTURES, OR SYSTEMS THAT ARE

INDICATED TO REMAIN, INCLUDING ELECTRICAL POWER, CONTROLS, AND RELATED SYSTEMS

REQUIRED TO MAINTAIN OPERABILITY.

4. EXISTING CONDITIONS SHOWN ARE BASED ON RECORD DOCUMENTS AND LIMITED FIELD

OBSERVATIONS OF ACCESSIBLE AREAS AND MAY NOT SHOW THE ENTIRE SCOPE OF DEMOLITION

WORK. OMISSION OF EXISTING EQUIPMENT, FIXTURES, DEVICES, PIPING, CONDUIT, FITTINGS, AND APPURTENANCES FROM THE DEMOLITION DRAWINGS DOES NOT RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY TO PROVIDE DEMOLITION OF SYSTEMS THAT ARE MADE OBSOLETE BY THE NEW WORK, ARE ABANDONED, OR AS OTHERWISE REQUIRED TO PERFORM THE WORK DESCRIBED HEREIN.

5. PROTECT AND MAINTAIN SERVICES TO REMAIN OPERATIONAL THAT PASS THROUGH THE AREA OF CONSTRUCTION. WHERE IT IS NOT POSSIBLE TO MAINTAIN THESE SERVICES INTACT, REPLACE, REROUTE, MODIFY, OR PROVIDE NEW AS REQUIRED TO MAINTAIN SERVICES.

6. EQUIPMENT REMOVAL INCLUDES EXISTING PNEUMATIC CONTROLS COMPONENTS AND PERIPHERALS.

PNEUMATIC CONTROLS REMOVAL INCLUDES, BUT IS NOT LIMITED TO: COMPRESSED AIR TUBING, THERMOSTATS, SWITCHES, PNEUMATIC CONTROLLERS, AND DAMPER OPERATORS.

PACKAGE EQUIPMENT BOUNDRY

M-521

M101

FD FLOOR DRAIN

AHU-1

CO2

PROCESS PIPING SIGNAL

ELECTRICAL SIGNAL

SPACE TEMPERATURE

SPACE HUMIDITY

SPACE CARBON DIOXIDE

SPACE MULTIFUNCTION

PRESSURE MEASUREMENT

TEMPERATURE MEASUREMENT

HUMIDITY MEASUREMENT

FLOW MEASUREMENT

ELECTRICAL CURRENT/POWER

S = SENSOR

T = TRANSMITTER

CO2

NO2

GAS CONCENTRATION

RELAY OR SWITCH

C = ELECTRIC CURRENT

FS = FLOW SWITCH

HP = HIGH PRESSURE

LP = LOW PRESSURE

A ACTUATOR - ELECTRIC

ALARM

VFD

CWP-2

AUTOMATIC CONTROL

DAMPER

BAS INPUT/OUTPUT POINT

EMERGENCY STOP SWITCH

AI = ANALOG INPUT

AO = ANALOG OUTPUT

DI = DIGITAL INPUT

DO = DIGITAL OUTPUT

FUNCTION DESIGNATION

S/S = START/STOP

EQUIPMENT CONTROL PANEL (W/EQUIP.

INDICATED UNDERLINED)

CP = CONTROL PANEL

BCP = BOILER CONTROL PANEL

CCP = CHILLER CONTROL PANEL

FAP = FIRE ALARM PANEL

MC = MOTOR CONTROLLER

VFD = VARIABLE FREQUENCY DRIVE

F S

CO2

SD SMOKE DETECTOR

R C

RELAY FREEZE PROTECTION

RELAY

DP = DIFFERENTIAL POWER

AHU-1

SPACE THERMOSTAT

FWPD

FWPS

CTPD

CTPS

CPD

CBD

BWS

FWS

BFW

BOILER PLANT PIPING:

FEEDWATER PUMP DISCHARGE

FEEDWATER PUMP SUCTION

CONDENSATE TRANSFER PUMP DISCHARGE

CONDENSATE TRANSFER PUMP SUCTION

CONDENSATE PUMP DISCHARGE

PUMP RECIRCULATION

BOILER BLOWDOWN

CONTINUOUS BLOWDOWN

BOILER WATER SAMPLE

FEEDWATER SAMPLE (FROM DEAERATOR)

CHEMICAL FEED

BOILER FEEDWATER

STEAM & CONDENSATE PIPING:

HYDRONIC PIPING:

CDS

CDR

LPS

MPS

HPS

LPR

MPR

HPR

HEATING WATER SUPPLY

HEATING WATER RETURN

CONDENSER WATER SUPPLY

CONDENSER WATER RETURN

LOW PRESSURE STEAM

MEDIUM PRESSURE STEAM

HIGH PRESSURE STEAM

LOW PRESSURE RETURN

MEDIUM PRESSURE RETURN

HIGH PRESSURE RETURN

VACUUM RETURN

PUMPED RETURN

CWS

CWR

CHILLED WATER SUPPLY

CHILLED WATER RETURN

PLUMBING PIPING:

CW POTABLE COLD WATER

HW POTABLE HOT WATER

HWR POTABLE HOT WATER RETURN

NP NON-POTABLE COLD WATER

W SANITARY WASTE

V SANITARY PLUMBING VENT

IRW NON-POTABLE COLD WATER (IRRIGATION)

HTHW POTABLE HOT WATER - HIGH TEMP (140°F OR HIGHER)

PAW PUMPED ACID WASTE

DATE:

DRAWN:

CHECKED:

PROJECT:

DESIGNED:

725 A Street

Springfield, OR 97477

541.342.7210 systemswestengineers.com

SYSTEMS WEST ENGINEERS

OWNER:

LOCATION:

MARK DATE DESCRIPTION

:5 :2

STEAM CENTRAL

PLANT SURGE &

DEAERATOR TANK

REPLACEMENT

T T E D

PHYSICAL

PLANT

ONE UNIVERSITY

BLVD, LA GRAND, OR

97850

EASTERN OREGON

UNIVERSITY

LEGEND,

GENERAL

NOTES, &

SHEET INDEX

03/16/2022

X033.01

M001

MLO

JSH

GNL

M301

(E) BOILER B-2

(E) BOILER B-1

(E) CHILLER CH-2

(E) CHILLER CH-1

(E) CHILLED WATER AND

CONDENSER WATER PUMPS

(E) MCC-2

(E) MCC-1

(E) FEEDWATER HEAT / STORAGE TANK

(E) BAS CONTROL PANEL

(E) CHEMICAL TREATMENT SKID

DEMOLISH STEAM METER

CONTROL CABINET AND

ASSOCIATED POWER AND

CONTROL WIRING

ABANDONED BY WORK.

(E) 8" MPS

(E) 8" CWS (BELOW)

(E) 8" CWR

(E) 8" CDS

(E) 8" CWR

6" C

D S

6" C

D S

8" C

W S

(E) 6" CWS

8" C

W S

(E)

M301

DEMOLISH STEAM CONTROL VALVE AND

ASSOCIATED PNEUMATIC CONTROLS

AND TUBING TO ACTIVE MAIN.

M301

EXISTING WATER SOFTENING

SYSTEM. REMOVE AND

REINSTALL FOR CONNECTION TO

NEW EQUIPMENT.

(E) 4" CPD (BELOW)

(E) 6" CWS

(E) 6" CWR

(E) 6" MPS

(E) CONDENSATE RECEIVER/PUMP UNIT.

(E) CPD FROM FACILITIES SERVICES

DATE:

DRAWN:

CHECKED:

PROJECT:

DESIGNED:

725 A Street

Springfield, OR 97477

541.342.7210 systemswestengineers.com

SYSTEMS WEST ENGINEERS

OWNER:

LOCATION:

MARK DATE DESCRIPTION

:5 :2

STEAM CENTRAL

PLANT SURGE &

DEAERATOR TANK

REPLACEMENT

T T E D

PHYSICAL

PLANT

ONE UNIVERSITY

BLVD, LA GRAND, OR

97850

EASTERN OREGON

UNIVERSITY

DEMOLITION

PLAN - LOWER

LEVEL

03/16/2022

X033.01

M101

MLO

JSH

GNL

NORTH

1/4" = 1'-0"1

DEMOLITION PLAN - LOWER LEVEL

R E F E R E N C E N O T E S :

DEMOLISH BOILER FEEDWATER TANK, PUMPS, FRAMEWORK, AND APPURTENANCES.

EQUIPMENT TO REMAIN ON SITE UNTIL COMPLETION OF THE PROJECT FOR

TEMPORARY SERVICE RESULTING FROM ANY UNFORESEEN DELAYS IN DELIVERY.

REMOVE AND RELOCATE EXISTING BOILER FEEDWATER TANK, PUMPS, AND

FRAMEWORK UNDAMAGED TO A SAFE LOCATION WITHIN THE BOILER PLANT FOR

STORAGE DURING CONSTRUCTION. THE EQUIPMENT SHALL BE REMOVED AT

COMPLETION OF WORK AND WHEN THE EQUIPMENT IS NO LONGER OF BENEFIT TO

THE OWNER.

DEMOLISH (E) VENT, DRAIN, AND OTHER RELATED PIPING ASSOCIATED WITH

FEEDWATER HEATER THAT IS NOT INTENDED FOR RECONNECTION TO NEW

EQUIPMENT.

REMOVE EXISTING CHEMICAL TREATMENT SKID WITH SPILL CONTAINMENT BASE

AND STORE UNDAMAGED. REINSTALL AND RECONNECT POWER AND CHEMICAL

INJECTION PIPING TO NEW EQUIPMENT AS SHOWN ON DRAWINGS AND AS

REQUIRED TO PROVIDE INTENDED FUNCTION.

REMOVE EXISTING WATER SOFTNERS, ASSOCIATED EQUIPMENT, AND PIPING AND

STORE UNDAMAGED. REINSTALL AND RECONNECT POWER AND INLET AND SUPPLY

PIPING TO NEW EQUIPMENT AS SHOWN ON DRAWINGS AND AS REQUIRED TO

PROVIDE INTENDED FUNCTION.

S H E E T N O T E S :

1. REFER TO SPECIFICATION SECTION 01 23 00 FOR PROJECT SCOPE ASSOCIATED

WITH ADDITIVE ALTERNATE NO. 2

M301

(E) 12" MPS

(E) 8" MPS

M P

(E) 10" MPS

DEMOLISH (E) STEAM FLOW SENSOR,

DIFFERENTIAL PRESSURE TRANSMITTERS,

PIPING, AND CONTROL WIRING.

DEMOLISH 2-1/2" MPS FROM

FEEDWATER HEATER TO

MPS MAIN AND CAP

DEMOLISH FWPD PIPING

M301

(E) 2 1/2" FWPD

(E) 2" FWPD

(E) 1 1/2" CPD

M301

(E) 8" MPS(E) 12" MPS

(E) 4" CPD

DEMOLISH CPD PIPING

DEMOLISH (E) TANK VENT PIPING

UP THRU ROOF AND PATCH ROOFING

(E) FEED WATER HEATER / STORAGE

TANK. 1

DEMOLISH 2" V FOR CONNECTION

TO NEW EQUIPMENT

DEMOLISH NP PIPING

DEMOLISH CPD PIPING

(E) 3" CPD

DATE:

DRAWN:

CHECKED:

PROJECT:

DESIGNED:

725 A Street

Springfield, OR 97477

541.342.7210 systemswestengineers.com

SYSTEMS WEST ENGINEERS

OWNER:

LOCATION:

MARK DATE DESCRIPTION

:5 :2

STEAM CENTRAL

PLANT SURGE &

DEAERATOR TANK

REPLACEMENT

T T E D

PHYSICAL

PLANT

ONE UNIVERSITY

BLVD, LA GRAND, OR

97850

EASTERN OREGON

UNIVERSITY

DEMOLITION

PLAN - UPPER

LEVEL

03/16/2022

X033.01

M102

MLO

JSH

GNL

NORTH

1/4" = 1'-0"1

DEMOLITION PLAN - UPPER LEVEL

R E F E R E N C E N O T E S :

DEMOLISH (E) VENT, DRAIN, AND OTHER RELATED PIPING ASSOCIATED WITH

FEEDWATER HEATER THAT IS NOT INTENDED FOR RECONNECTION TO NEW

EQUIPMENT.

S H E E T N O T E S :

1. REFER TO SPECIFICATION SECTION 01 23 00 FOR PROJECT SCOPE ASSOCIATED

WITH ADDITIVE ALTERNATE NO. 2

(E) 4" W

(E) 3" W

3" W

(E) 3" W UP

TO (E) DRAIN

(E) 3" W UP

TO (E) DRAIN

(E) 3" W UP

TO (E) DRAIN

(E) 3" W UP

TO (E) DRAIN

MANUFACTURER PROVIDED TANK

SUPPORT STAND.3" W UP TO DRAIN RECEIVER S-1.

CUT AND PATCH FLOOR AS NEEDED

TO PROVIDE NEW W PIPING

CONNECTION.

DATE:

DRAWN:

CHECKED:

PROJECT:

DESIGNED:

725 A Street

Springfield, OR 97477

541.342.7210 systemswestengineers.com

SYSTEMS WEST ENGINEERS

OWNER:

LOCATION:

MARK DATE DESCRIPTION

:5 :2

STEAM CENTRAL

PLANT SURGE &

DEAERATOR TANK

REPLACEMENT

T T E D

PHYSICAL

PLANT

ONE UNIVERSITY

BLVD, LA GRAND, OR

97850

EASTERN OREGON

UNIVERSITY

PLUMBING

FOUNDATION

PLAN

03/16/2022

X033.01

M110

MLO

JSH

GNL

NORTH

1/4" = 1'-0"1

PLUMBING FOUNDATION PLAN

(E) BOILER B-2

(E) BOILER B-1

(E) CHILLER CH-2

(E) CHILLER CH-1

(E) CHILLED WATER AND

CONDENSER WATER

PUMPS

(E) CONDENSATE

RECEIVER/PUMP UNIT.

(E) MCC-2

(E) MCC-1

DEAERATORSURGE

M301

(E) BAS CP

STEAM METER

CONTROL CABINET

(E) 6" CWS

(E) 8" CWS

(E) 8" MPS

(E) 8" CDS(E) 6" CDS

(E) 6" CDS

(E) 8" CWR

8" C

W S

8" C

W S

(E)

(E) 6" CWR

M301

TANK SUPPORT STAND.

3" W DN

EXISTING WATER SOFTENING

SYSTEM. RELOCATE AND EXTEND

CONNECTIONS AS NEEDED.

DRAIN COOLER AND SAMPLE

COOLER.

M301

DA CONTROL PANEL.

1-1/2" V UP

SURGE CONTROL PANEL.

EXISTING CHEMICAL CONTAINMENT. RELOCATE

AND EXTEND CONNECTIONS AS NEEDED.

(E) FLASH TANK.

(E) 2" FLASH TANK VENT UP

(E) 3" CPD FLASH UP

(E) 8" MPS UP

(E) 4" CPD UP

3" D

3/4" D

DRAIN

RECEIVER S-1

3" FWPD HEADER

3/4" R UP

(E) CPD FROM FACILITIES SERVICES

3/4" R UP

DATE:

DRAWN:

CHECKED:

PROJECT:

DESIGNED:

725 A Street

Springfield, OR 97477

541.342.7210 systemswestengineers.com

SYSTEMS WEST ENGINEERS

OWNER:

LOCATION:

MARK DATE DESCRIPTION

:5 :2

STEAM CENTRAL

PLANT SURGE &

DEAERATOR TANK

REPLACEMENT

T T E D

PHYSICAL

PLANT

ONE UNIVERSITY

BLVD, LA GRAND, OR

97850

EASTERN OREGON

UNIVERSITY

FLOOR PLAN -

LOWER LEVEL

03/16/2022

X033.01

M121

MLO

JSH

GNL

NORTH

1/4" = 1'-0"2

FLOOR PLAN - LOWER LEVEL

M301

DEAERATORSURGE

(E) 12" MPS

(E) 2" FWPD

(E) 2 1/2" FWPD

(E) 10" MPS

M P

(E) 8" MPS

CAP MPS STEAM PIPING AT

BRANCH CONNECTION.

M301

REPLACE EXISTING

STEAM FLOW

TRANSMITTER AND

ASSOCATED PIPING.

SEE 2/M501

FT-1

3/4" R

(E) 1 1/2" CPD

2" C

P D

3/4" R

3/ 4"

3/4" R DN TO FEED

WATER TRAIN

SEE 1/M611

3/4" R DN TO FEED

WATER TRAIN

SEE 1/M611

M301

(E) 4" CPD

(E) 12" MPS

(E) 3" CPD

1-1/2" V TO ROOF. COORDINATE

ROOF PENETRATION LOCATION

WITH EXISTING COOLING TOWERS.

1-1/2" V DN

(E) 6" MPS

(E) 8" MPS DN

(E) 4" CPD DN

6" V UP

THRU ROOF

(E) 2" V DN

TO FLASH TANK

(E) 2" V

(E) 1-1/2 NON-POTABLE

COLD WATER

1- 1/

2" N

(E) 1-1/2" NP

2" F

W P

2" F

W P

2" V

1-1/2" NP DN

(E) 3" CPD DN

TO CONDENSATE

RECIEVER TANK

FWPD DN

PRV

1SSV

SSV

1-1/4" V UP

THRU ROOF

2" V UP THRU

ROOF

DATE:

DRAWN:

CHECKED:

PROJECT:

DESIGNED:

725 A Street

Springfield, OR 97477

541.342.7210 systemswestengineers.com

SYSTEMS WEST ENGINEERS

OWNER:

LOCATION:

MARK DATE DESCRIPTION

:5 :2

STEAM CENTRAL

PLANT SURGE &

DEAERATOR TANK

REPLACEMENT

T T E D

PHYSICAL

PLANT

ONE UNIVERSITY

BLVD, LA GRAND, OR

97850

EASTERN OREGON

UNIVERSITY

FLOOR PLAN -

UPPER LEVEL

03/16/2022

X033.01

M122

MLO

JSH

GNL

NORTH

1/4" = 1'-0"1

FLOOR PLAN - UPPER LEVEL

UPPER LEVEL

11' - 0"

LOWER LEVEL

0' - 0"

M301

ROOF

18' - 4"

M301

(E) 3/4" D

DA CONTROL PANELSURGE CONTROL PANELDRAIN COOLER

(E) WATER

SOFTENING

SYSTEM

UPPER LEVEL

11' - 0"

LOWER LEVEL

0' - 0"

M301

ROOF

18' - 4"

(E) 2" CPD

(E)

(E) CHEMICAL CONTAINMENT

DA CONTROL PANEL

UPPER LEVEL

11' - 0"

LOWER LEVEL

0' - 0"

M301

ROOF

18' - 4"

(E)

(E) PANEL A

(E) WATER SOFTENING SYSTEM

UPPER LEVEL

11' - 0"

LOWER LEVEL

0' - 0"

M301

ROOF

18' - 4"

M301

FWP

(E) CHEMICAL

CONTAINMENT

(E) WATER

SOFTENING

SYSTEM

DATE:

DRAWN:

CHECKED:

PROJECT:

DESIGNED:

725 A Street

Springfield, OR 97477

541.342.7210 systemswestengineers.com

SYSTEMS WEST ENGINEERS

OWNER:

LOCATION:

MARK DATE DESCRIPTION

:1 :3

STEAM CENTRAL

PLANT SURGE &

DEAERATOR TANK

REPLACEMENT

T T E D

PHYSICAL

PLANT

ONE UNIVERSITY

BLVD, LA GRAND, OR

97850

EASTERN OREGON

UNIVERSITY

SECTIONS

03/16/2022

X033.01

M301

MLO

JSH

GNL

1/4" = 1'-0"

SECTION A

1/4" = 1'-0"

SECTION B

2 1/4" = 1'-0"

SECTION C

3 1/4" = 1'-0"

SECTION D

FLOW METERING

DEVICE

TEMPERATURE WELL

FLOW FLOW

STRAIGHT PIPE STRAIGHT PIPE

INLET REDUCER

PROVIDE STRAIGHT SECTION OF REDUCED DIAMTER PIPING AT INLET AND OUTLET OF FLOW MEASURING DEVICE SAME SIZE AS METER.

LENGHT OF PIPING SHALL BE IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS.

INLET AND OUTLET STRAIGHT PIPING SHALL HAVE NO OBSTRUCTIONS SUCH AS THERMOWELLS, FITTINGS, STRAINERS, ETC.

INLET PIPE REDUCER SHALL BE CONCENTRIC FOR HYDRONIC APPLICATIONS AND ECCENTRIC FOR STEAM APPLICATIONS. OUTLET PIPE

REDUCER SHALL BE CONCENTRIC.

LOCATE REQUIRED MEASUREMENT DEVICES INCLUDING TEMPERATURE AND PRESSURE SENSORS DOWNSTREAM OF METERING DEVICES IN

FULL DIAMETER PIPING.

1 2 1 2

T P

REFERENCE NOTES:

DRIP LEG

(TYP)

3/4" DRAIN (ALTERNATE

LOCATIONS) (TYP)

STEAM LINE (TYP)

CAP (TYP)

DRIP LEG PIPE SIZE SAME AS STEAM

MAIN UNLESS OTHERWISE NOTED.

STEAM LINE DRIP LEG

3/4" MINFROM DRIP

CONNECTION

DRIP RETURN

3/8" TEST CONNECTION

1 1

T O

M A

E Q

M E

N T

6" M

T O

M A

E Q

M E

N T

6" M

FROM STEAM MAIN OR

EQUIPMENT.

FULL SIZE DIRT LEG

WITH CLEAN- OUT

CAP AT END.

6" M

M P

S /H

P S

MPS/HPS MPR/HPR

12" FROM BOTTOM OF STEAM MAIN OR EQUIPMENT OUTLET

REFERENCE NOTES:

PROVIDE UNION UNLESS

SAFETY VALVE HAS

FLANGED OUTLET

SAFETY VALVE

OPEN DRAIN

(NOTE 3)

CONNECTION TO

PRESSURE

VESSEL OR PIPE

VENT PIPE HORIZONTAL THROUGH

PENTHOUSE WALL MIN. 8' ABOVE

ROOF LEVEL. SUPPORT AS

INDICATED ON DWGS. (NOTES 1, 2)

PIPE THREADED INTO ELBOW

(SAME SIZE AS ELBOW)

DRIP PAN ELBOW

(SECTIONAL VIEW)

3/4" DRAIN TO FLOOR DRAIN OR

OPEN SIGHT DRAIN (NOTE 4)

1" M

24" MAX.

E L E V A T I O N

DETAIL NOTES:

1. UNLESS OTHERWISE SHOWN ON THE DRAWINGS, SIZE THE VENT PIPE SO THAT STEAM IS NOT

BLOWN OUT AT THE VENT PIPE ENTRANCE. UTILIZE THE CALCULATION METHOD CONTAINED IN

ANSI B31.1. POWER PIPING CODE, APPENDIX II.

2. VENT PIPE SHALL TERMINATE 8' MIN. ABOVE FINISHED ROOF.

3. DISCHARGE OF DRAIN MUST BE DIRECTED AWAY FROM PLATFORMS OR OTHER AREAS WHICH

PERSONNEL MAY OCCUPY.

4. DO NOT CONNECT ANY OTHER DRAIN TO THE DRIP PAN ELBOW DRAIN PIPE.

FLEXIBLE CONNECTOR

SAMPLE COOLER

PROVIDE

STRUCTURAL

CHANNEL SUPPORT.

INSTALL ABOVE

DRAIN RECEIVER

S-1.

1/4" SAMPLE

OUTLET

B W

N P

3/4" NP

ROUTE DRAINS

TO SINK.

3/4" FROM

DA-1

STRAINER

BALL VALVE

WATER TEMPERATURE

REGULATING VALVE

COLD WATER -

SEE PLANS FOR

ROUTING.

CAPILLARY TUBE

FROM DEAERATOR OVERFLOW

EXTEND TO WITHIN

4" BOTTOM OF SINK

DATE:

DRAWN:

CHECKED:

PROJECT:

DESIGNED:

725 A Street

Springfield, OR 97477

541.342.7210 systemswestengineers.com

SYSTEMS WEST ENGINEERS

OWNER:

LOCATION:

MARK DATE DESCRIPTION

:5 :3

STEAM CENTRAL

PLANT SURGE &

DEAERATOR TANK

REPLACEMENT

T T E D

PHYSICAL

PLANT

ONE UNIVERSITY

BLVD, LA GRAND, OR

97850

EASTERN OREGON

UNIVERSITY

DETAILS

03/16/2022

X033.01

M501

MLO

JSH

GNL

NOT TO SCALE

FLOW METER TRANSMITER

NOT TO SCALE

STEAM DRIP LEG ASSEMBLY W/STEAM TRAP

NOT TO SCALE

STEAM TRAP ASSEMBLY - MED/HI PRESSURE

NOT TO SCALE

STEAM SAFETY VALVE

NOT TO SCALE

WATER SAMPLE COOLER

NOT TO SCALE

BOILER BLOWDOWN COOLER

DATE:

DRAWN:

CHECKED:

PROJECT:

DESIGNED:

725 A Street

Springfield, OR 97477

541.342.7210 systemswestengineers.com

SYSTEMS WEST ENGINEERS

OWNER:

LOCATION:

MARK DATE DESCRIPTION

:1 :3

STEAM CENTRAL

PLANT SURGE &

DEAERATOR TANK

REPLACEMENT

T T E D

PHYSICAL

PLANT

ONE UNIVERSITY

BLVD, LA GRAND, OR

97850

EASTERN OREGON

UNIVERSITY

SCHEDULES

03/16/2022

X033.01

M601

MLO

JSH

GNL

(1)MUST BE LESS THAN OR EQUAL TO SAFETY VALVE CAPACITY. STEAM IS DRY AND SATURATED.

S T E A M P R E S S U R E R E D U C I N G V A L V E

TAG QUANTITY

REQUIRED CAPACITY

(LBS/HR)

MAX FLOW WIDE-OPEN

VALVE (LBS/HR) (1)

PRESSURE (PSIG)

REMARKSIN OUT

PRV-1 1 2000 2,800 25.0 7.0

(1)FLOW RATE SHALL EXCEED MAXIMUM FLOW OF PRV OR BYPASS VALVE.

S T E A M S A F E T Y V A L V E

TAG QUANTITY SYSTEM / LOCATION MINIMUM CAPACITY (1) (LB/HR) SET PRESSURE (PSIG) REMARKS

SSV-01 1 DEAERATOR 1200 15 SENTINEL RELIEF VALVE FURNISHED BY UNIT MANUFACTURER

SSV-02 1 DEAERATOR 3000 50

(1)MOTOR CONTROL FURNISHED BY DIV. 23

(2)MS: MOTOR STARTER, VFD: VARIABLE FREQUENCY DRIVE, ECM: ECM MOTOR CONTROLLER, CR: CONTROL RELAY

P U M P

TAG MANUFACTURER MODEL SERVICE TYPE

FLOW

(GPM)

TOTAL HEAD

(FT)

NPSH

(FT)

MOTOR MOTOR

CONTROL (1) (2) REMARKSVOLTS PHASE RPM HP

FWP-01 GRUNDFOS CRE10 BOILER FEEDWATER VERT.MULTI-STAGE 35 250.0 3.0 480 3 3450 5 VFD INTEGRATED VFD

FWP-02 GRUNDFOS CRE10 BOILER FEEDWATER VERT.MULTI-STAGE 35 250.0 3.0 480 3 3450 5 VFD INTEGRATED VFD

FWP-03 GRUNDFOS CRE10 BOILER FEEDWATER VERT.MULTI-STAGE 35 250.0 3.0 480 3 3450 5 VFD INTEGRATED VFD

TP-01 GRUNDFOS CRE15 CONDENSATE VERT.MULTI-STAGE 85 130.0 3.0 480 3 3450 7.5 VFD INTEGRATED VFD

TP-02 GRUNDFOS CRE15 CONDENSATE VERT.MULTI-STAGE 85 130.0 3.0 480 3 3450 7.5 VFD INTEGRATED VFD

F L O W T R A N S M I T T E R

TAG MANUFACTURER MODEL SERVICE TYPE

PIPE SIZE

(IN)

MAX PRESSURE

DROP

(PSI)

FLOW RATE TEMPERATURE

RANGE

(°F)

OPERATING

PRESSURE

(PSIG) REMARKSMIN MAX

FT-1 CADILLAC CV-P STEAM VORTEX 6 3.0 1,010 16,700 250-350 25

P PP P P P P P P P P P P P P P P P

P P

P PP P P P P P P P P P P P P P P P

PIPI TI TI

PI TI

LILT

DEAERATOR

TANK

CPDCAMPUS PUMPED

CONDENSATE RETURN

PUMPED CONDENSATE

RETURN FROM PLANT

CONDENSATE

RECEIVER

PUMPED

CONDENSATE FROM

FACILITES SVCS

CPD

C F

F W

P D

F W

P D

FLUE

GAS

ECONOMIZER

FWPD

3/4"

BOILER 1

ATMOSPHERE

1 1/2"

3/4"3/4"

3/4"

C B

TO BLOWDOWN

VENT

THRU

ROOF

CPD

C P

VENT

THROUGH

ROOF

FROM CW

PRV STATION

CHEMICAL

FEEDWATER

TREATMENT

(E) BOILER 2

2 1/2"

NON-POTABLE

COLD WATER

1 1/2"

1-1/2"

3/4"

C B

TO BLOWDOWN COOLER

TO SAMPLE COOLER

FROM WATER

COLUMN DRAINS

3/4"3/4"

3/4"

E C

D E

C D

ECD

FEEDWATER RECIRCLULATION

FEEDWATER SUPPLY

SURGE TANK

SCOPE BOUNDARY OF

PACKAGED UNIT. REFER

TO SPECIFICATIONS

FOR DETAILED UNIT

DESCRIPTION

ORIFICE PLATE OR

BALANCING VALVE

ORIFICE PLATE OR

BALANCING VALVE

3/ 4"

2- 1/

2" F

W P

3/ 4"

2- 1/

2" F

W P

2" F

W P

3/4" R

FWP

3/ 4"

2- 1/

2" F

W P

2" FWPD

2-1/2" FWPD

1- 1/

4" V

V E

N T

T O

R O

O F

TO DRAIN

RECEIVER

VENT

TO ROOF

C P

1/ 2"

6" 6" 1/ 2" 2"

D 3/

OVERFLOW

FLOAT VALVE

O D

TO DRAIN

RECEIVER

TO DRAIN

RECEIVER

TO DRAIN

RECEIVER

SOFTENED

WATER SUPPLY

LCV

1- 1/

2" 2-

1/ 2"

1- 1/

4" 4"

CF1/2"

FLASH TANK LPS

VENT 2" V V

D 3/

2- 1/

TI TI

VFD

TP-1

VFD

TP-2

VFD

FWP-1

VFD

FWP-2

VFD

FWP-3

LLA

DI DI

D 3/

TO DRAIN

RECEIVER

OVERFLOW

DRAIN

COOLER

DATE:

DRAWN:

CHECKED:

PROJECT:

DESIGNED:

725 A Street

Springfield, OR 97477

541.342.7210 systemswestengineers.com

SYSTEMS WEST ENGINEERS

OWNER:

LOCATION:

MARK DATE DESCRIPTION

:5 :3

STEAM CENTRAL

PLANT SURGE &

DEAERATOR TANK

REPLACEMENT

T T E D

PHYSICAL

PLANT

ONE UNIVERSITY

BLVD, LA GRAND, OR

97850

EASTERN OREGON

UNIVERSITY

DIAGRAMS

03/16/2022

X033.01

M611

MLO

JSH

GNL

NOT TO SCALE

BOILER WATER SCHEMATIC DIAGRAM

BAS POINTS LIST - BOILER WATER

POINT TYPE POINT NAME POINT COMM. POINT SOURCE

AI SURGE TANK LEVEL PTP

AI FEEDWATER SUPPLY PRESSURE PTP

AI DA TANK LEVEL PTP

AO TP-1 MOTOR SPEED COMMAND PTP VFD

AO TP-2 MOTOR SPEED COMMAND PTP VFD

AO FWP-1 MOTOR SPEED COMMAND PTP VFD

AO FWP-2 MOTOR SPEED COMMAND PTP VFD

AO FWP-3 MOTOR SPEED COMMAND PTP VFD

DI TP-1 MOTOR STATUS COM VFD

DI TP-1 MOTOR FAULT COM VFD

DI TP-2 MOTOR STATUS COM VFD

DI TP-2 MOTOR FAULT COM VFD

DI FWP-1 MOTOR STATUS COM VFD

DI FWP-1 MOTOR FAULT COM VFD

DI FWP-2 MOTOR STATUS COM VFD

DI FWP-2 MOTOR FAULT COM VFD

DI FWP-3 MOTOR STATUS COM VFD

DI FWP-3 MOTOR FAULT COM VFD

DI SURGE TANK LOW LEVEL ALARM PTP

DI DA TANK LOW LEVEL ALARM PTP

DO TP-1 START/STOP PTP VFD

DO TP-2 START/STOP PTP VFD

DO FWP-1 START/STOP PTP VFD

DO FWP-2 START/STOP PTP VFD

DO FWP-3 START/STOP PTP VFD

P PP P P P P P P P P

P P

P PP P P P P P P P

P P

P B

2(E)

MPR TO CONDENSATE

STORAGE TANK SEE 1/M611.

T O

F A

S S

E R

E S

M P

S T

O N

S O

M P

S T

O C

A M

P U

CHEMICAL FEED

TO FLOOR

DRAIN

MPS

M P

BURNER

ROOF

PENETRATION

(TYP)

MPS

M P

MPR

10"

10" M

P S

3" 10

" 12"

BURNER

12"

3/4"

D D

D V

12"

10"

12"

2 1/2"

SSV SSV SSV

(E)

DEAERATOR TANK SURGE TANK

BOUNDARY OF ITEMS

INCLUDED ON UNIT SKID

D V

SSV SSV SSV

SSV

4" V

V E

N T

T O

R O

O F

SSV

2" V

V E

N T

T O

R O

O F

CAP EXISTING 2-1/2" MPS TO (E)

WATER TANK

DO AO AO

ALTERNATE 1

DRIP PAN ELBOW.

SEE 1/M501

PRV

SSV

DATE:

DRAWN:

CHECKED:

PROJECT:

DESIGNED:

725 A Street

Springfield, OR 97477

541.342.7210 systemswestengineers.com

SYSTEMS WEST ENGINEERS

OWNER:

LOCATION:

MARK DATE DESCRIPTION

:5 :3

STEAM CENTRAL

PLANT SURGE &

DEAERATOR TANK

REPLACEMENT

T T E D

PHYSICAL

PLANT

ONE UNIVERSITY

BLVD, LA GRAND, OR

97850

EASTERN OREGON

UNIVERSITY

DIAGRAMS

03/16/2022

X033.01

M612

MLO

JSH

GNL

NOT TO SCALE

STEAM SYSTEM SCHEMATIC DIAGRAM

BAS POINTS LIST - STEAM SYSTEM

POINT TYPE POINT NAME POINT COMM. POINT SOURCE

AI DEAERATOR STEAM PRESSURE

AO STEAM FLOWRATE

AO STEAM SUPPLY PRESSURE

DO STEAM TOTALIZED FLOW

E L E C T R I C A L L E G E N D

COMBINATION DISCONNECT AND MAGNETIC STARTER

NON-FUSED DISCONNECT WITH CHARACTERISTICS AS NOTED.

MAGNETIC STARTER

MOTOR CONNECTION

CONCEALED RACEWAY AND CONDUCTORS. NUMBER OF SLASHES

INDICATES NUMBER OF CONDUCTORS IF MORE THAN TWO. SIZE

OTHER THAN 12 AWG AS NOTED. (APPLIES TO ALL WIRING SYMBOLS)

UNDERGROUND OR UNDERFLOOR RACEWAY

HOMERUN

OVERHEAD POWER LINE

SPLICE

OHD

GROUND CONNECTION

CONDUIT UP

CONDUIT DOWN

JUNCTION BOX

JUNCTION BOX FLUSH WITH FLOOR OR AT GRADE

CONDUIT STUB

CABLE TRAY

CURRENT TRANSFORMER

ELECTRICAL EQUIPMENT AS NOTED ON DRAWINGS

SURFACE-MOUNTED CABINET, TYPE AS NOTED

ELECTRIC METER, TYPE AS NOTED

MECHANICAL EQUIPMENT DESIGNATOR, SEE SCHEDULES.

REFERENCE NOTE MARKER

PLAN OR DETAIL NUMBER

SHEET NUMBER

EXISTING WORK SHOWN LIGHT

NEW WORK SHOWN BOLD

EXISTING TO BE REMOVED (APPLIES TO DEMOLITION PLANS ONLY)

E-121

E-501

FUSED DISCONNECT WITH CHARACTERISTICS AS NOTED.

AS = SWITCH RATING, AF = FUSE RATING.

PB PULL BOX, SIZE AS NOTED OR AS REQUIRED

FB1

SURFACE-MOUNTED PANELBOARD (120/208V)

SURFACE-MOUNTED PANELBOARD (277/480V)

RECESSED PANELBOARD (120/208V)

RECESSED PANELBOARD (277/480V)

AHU

SPD

T DISTRIBUTION TRANSFORMER

GROUNDING BUSBAR

SPECIAL PURPOSE RECEPTACLE WITH NEMA CONFIGURATION AS NOTED.L6-30R

PUSH BUTTON STATION

SIMPLEX RECEPTACLE

DUPLEX RECEPTACLE

QUADPLEX RECEPTACLE

FLUSH FLOOR BOX. REFER TO SPECIFICATIONS AND SCHEDULES FOR

DEVICE QUANTITIES AND TYPES.

FLUSH POKE-THROUGH FLOOR BOX. REFER TO SPECIFICATIONS AND

SCHEDULES FOR DEVICE QUANTITIES AND TYPES.

SPLIT-WIRED RECEPTACLE WITH HALF SWITCHED CONTROL VIA MANUAL

CONTROL, OCCUPANCY SENSING CONTROL, OR TIME BASED CONTROL.

REFER TO SPECIFICATIONS AND DRAWINGS.

RECEPTACLE WITH FULL SWITCHED CONTROL VIA MANUAL CONTROL,

OCCUPANCY SENSING CONTROL, OR TIME BASED CONTROL. REFER TO

SPECIFICATIONS AND DRAWINGS.

FB1 FLUSH FLOOR BOX WITH SWITCHED CONTROL VIA MANUAL CONTROL,

OCCUPANCY SENSING CONTROL, OR TIME BASED CONTROL. REFER TO

SPECIFICATIONS AND DRAWINGS.

PT3 FLUSH POKE-THROUGH FLOOR BOX WITH SWITCHED CONTROL VIA MANUAL

CONTROL, OCCUPANCY SENSING CONTROL, OR TIME BASED CONTROL.

REFER TO SPECIFICATIONS AND DRAWINGS.

LETTER DESIGNATOR(S) INDICATE ADDITIONAL RECEPTACLE

CHARACTERISTICS (APPLIES TO ALL RECEPTACLE AND FLOOR BOX TYPES):

A = INTEGRAL AFCI

B = INTEGRAL WITH USB OUTLET(S)

C = SUPPLIED POWER VIA CRITICAL BRANCH (NEC 517)

E = SUPPLIED POWER VIA LIFE SAFETY BRANCH (NEC 517)

G = INTEGRAL GFCI

IG = SUPPLIED POWER VIA AN ISOLATED GRD SYSTEM

P = INTEGRAL SURGE PROTECTIVE DEVICE

S = SUPPLIED POWER VIA OPTIONAL STANDBY BRANCH (NEC 702)

U = SUPPLIED POWER VIA A UPS

WP = WEATHERPROOF AND INTEGRAL GFCI

INDICATES RECEPTACLE ROUGH-IN HEIGHT FROM AFF TO CL OF

RECEPTACLE WHEN NOT AT STANDARD MOUNTING HEIGHT.+48"

INDICATES PANELBOARD AND BRANCH CIRCUIT NUMBER SERVING

RECEPTACLE.

2P1:12

INDICATES BRANCH CIRCUIT NUMBER SERVING RECEPTACLE. REFER TO

SHEET NOTES AND REFERENCE NOTES FOR SOURCE.

SURFACE MOUNTED RACEWAY WITH DUPLEX RECEPTACLES

RACEWAYS, BOXES, AND CONDUCTORS

ELECTRICAL EQUIPMENT - PLANS

WIRING DEVICES

ELECTRICAL EQUIPMENT AS NOTED

AUTOMATIC TRANSFER SWITCH

LV -1

3PH 4W

208V 225A

PANELBOARD WITH CHARACTERISTICS AS NOTED. WHERE NO

CHARACTERISTICS NOTED, SEE PANEL SCHEDULES.

PB PULL BOX, DIMENSIONS AS NOTED OR AS REQUIRED

SERVICE TRANSFORMER, PAD-MOUNTED

SERVICE TRANSFORMER, WITH VAULT

DISTRIBUTION TRANSFORMER

GENERATOR

PHOTOVOLTAIC INVERTER

ONE-LINE DIAGRAM

CIRCUIT BREAKER WITH CHARACTERISTICS AS NOTED

200A 3P

CIRCUIT BREAKER WITH INTEGRAL GROUND FAULT PROTECTIONG

200A 3P

SWITCH WITH CHARACTERISTICS AS NOTED200A

200AS

200AF

FUSED SWITCH WITH CHARACTERISTICS AS NOTED.

AS = SWITCH RATING, AF = FUSE RATING.

200A

200AS

200AF

SURGE PROTECTIVE DEVICE

EQUIPMENT CONNECTION

3000B FEEDER TAG. SEE FEEDER SCHEDULE.

FEEDER CONTINUATION CALLOUT. SEE CALLOUT ON DRAWING IDENTIFIED

WITH THE SAME LETTER TAG.

GENERAL

ABBREVIATIONS

(#) DESIGNATES QUANTITY

A AMPERE (AMP)

AC ALTERNATING CURRENT

AFC AVAILABLE FAULT CURRENT

AFF ABOVE FINISHED FLOOR

AFG ABOVE FINISHED GRADE

AL ALUMINUM

ARCH ARCHITECT/ARCHITECTURAL

ATS AUTOMATIC TRANSFER SWITCH

AWG AMERICAN WIRE GAUGE

BLDG BUILDING

BOCT BOTTOM OF CABLE TRAY

BSC BIOLOGICAL SAFETY CABINET

C. CONDUIT

CENT CENTRIFUGE

CKT CIRCUIT

CL CENTERLINE

CLG CEILING

CRI COLOR RENDERING INDEX

CU COPPER

DC DIRECT CURRENT

DF DRINKING FOUNTAIN

DW DISHWASHER

(E) EXISTING

ECR ENVIRONMENTAL CONTROL ROOM

ELEC ELECTRICAL

EMERG EMERGENCY

EMT ELECTRICAL METALLIC TUBING

FA FIRE ALARM

FH FUME HOOD

FLA FULL LOAD AMPS

FTL FEED-THROUGH LUGS

GFCI GROUND FAULT CIRCUIT INTERRUPTER

GFP GROUND FAULT PROTECTION

GND GROUND

HP HORSEPOWER

IDF INTERMEDIATE DISTRIBUTION FRAME

INC INCUBATOR

K KELVIN

KW KILOWATT

KWH KILOWATT-HOUR

KV KILOVOLT

KVA KILOVOLT-AMPERE

KVAR KILOVOLT-AMPERE REACTIVE

LED LIGHT EMITTING DIODE

LM LUMENS

LV LOW VOLTAGE

LSI LSI ELECTRONIC TRIP UNIT

LSI/G LSI/G ELECTRONIC TRIP UNIT

LTG LIGHTING

MCA MINIMUM CIRCUIT AMPACITY

MCB MAIN CIRCUIT BREAKER

MCC MOTOR CONTROL CENTER

MDF MAIN DISTRIBUTION FRAME

MDS MAIN DISTRIBUTION SWITCHBOARD

MDP MAIN DISTRIBUTION PANELBOARD

MECH MECHANICAL

MLO MAIN LUG ONLY

MTS MAIN TRANSFER SWITCH

MVA MEGAVOLT-AMPERE

MW MEGAWATT

(N) NEW

(NL) NEW LOCATION

NA NOT APPLICABLE

NIC NOT IN CONTRACT

PA PUBLIC ADDRESS

PE PHOTOELECTRIC CELL

PF POWER FACTOR

PNL PANELBOARD

PV PHOTOVOLTAIC

PVC POLYVINYL CHLORIDE

PWR POWER

(R) REMOVE

(RL) RELOCATE

REFL REFLECTOR

SCCR SHORT CIRCUIT CURRENT RATING

SDP SUB-DISTRIBUTION PANELBOARD

SWBD SWITCHBOARD

TR TAMPER RESISTANT

TTB TELEPHONE TERMINAL BOARD

TV TELEVISION

TYP TYPICAL

UC UNDER CABINET

UG UNDERGROUND

UON UNLESS OTHERWISE NOTED

UPS UNINTERRUPTIBLE POWER SUPPLY

V VOLTAGE

VA VOLT-AMPERE

VP VAPOR PROOF

W WATT

WP WEATHERPROOF

XFMR TRANSFORMER

PT1

E1A-1 LAB EQUIPMENT DESIGNATOR, SEE SCHEDULES.

DATE:

DRAWN:

CHECKED:

PROJECT:

DESIGNED:

725 A Street

Springfield, OR 97477

541.342.7210 systemswestengineers.com

SYSTEMS WEST ENGINEERS

OWNER:

LOCATION:

MARK DATE DESCRIPTION

:5 :0

STEAM CENTRAL

PLANT SURGE &

DEAERATOR TANK

REPLACEMENT

T T E D

PHYSICAL

PLANT

ONE UNIVERSITY

BLVD, LA GRAND, OR

97850

EASTERN OREGON

UNIVERSITY

LEGEND,

GENERAL

NOTES, &

SHEET INDEX

03/16/2022

X033.01

E001

CKO

MBR

(E) MSB-CH

(E) PANEL A

(E) PANEL P

(E) MCC-1 (E) MCC-2

M M

2 2

(E) DA TANK

4 4

DATE:

DRAWN:

CHECKED:

PROJECT:

DESIGNED:

725 A Street

Springfield, OR 97477

541.342.7210 systemswestengineers.com

SYSTEMS WEST ENGINEERS

OWNER:

LOCATION:

MARK DATE DESCRIPTION

:5 :0

STEAM CENTRAL

PLANT SURGE &

DEAERATOR TANK

REPLACEMENT

T T E D

PHYSICAL

PLANT

ONE UNIVERSITY

BLVD, LA GRAND, OR

97850

EASTERN OREGON

UNIVERSITY

DEMOLITION

PLAN - LOWER

LEVEL

03/16/2022

X033.01

E101

CKO

MBR

NORTH

1/4" = 1'-0"1

ELECTRICAL DEMOLITION PLAN - LOWER LEVEL

R E F E R E N C E N O T E S :

1 PANEL P, TRANSFORMER, AND PANEL A ARE INTEGRATED INTO MCC-1

SWITCHGEAR. SEE SHEET E611 FOR DETAILS.

REMOVE CONNECTION TO EXISTING FWP-1 AND FWP-2. DEMOLISH WIRE AND

RACEWAY BACK TO MCC-1. REFER TO MECHANICAL DRAWINGS FOR ADDITIONAL

INFORMATION AND COORDINATE WITH MECHANICAL PRIOR TO COMMENCING

WORK.

RELOCATE AND EXTEND CONNECTION TO EXISTING CHEMICAL CONTAINMENT AND

WATER SOFTENING SYSTEM AS NEEDED. COORDINATE REQUIREMENTS WITH

MECHANICAL.

ADD ALTERNATE #2: EXTEND AND RECONNECT EXISTING CONDUIT AND FEEDER FOR

REUSE OF EXISTING PUMPS IN TEMPORARY LOCATION. SEE MECHANICAL

DRAWINGS FOR ADDITIONAL INFORMATION.

S H E E T N O T E S :

1. REVIEW DEMOLITION DRAWINGS FOR ITEMS TO REMAIN, TO BE RETAINED FOR

RELOCATION, OR TO BE SALVAGED TO THE OWNER. REFER TO ARCHITECTURAL

DOCUMENTS FOR ADDITIONAL REQUIREMENTS.

2. DEMOLISH EQUIPMENT, FIXTURES, DEVICES, PIPING, CONDUIT, FITTINGS, AND

APPURTENANCES INTERIOR TO THE BUILDING THAT ARE MADE OBSOLETE BY THE

NEW WORK AND/OR ARE ABANDONED AND NO LONGER IN USE.

3. PROTECT AND MAINTAIN OPERABLE EXISTING EQUIPMENT, FIXTURES, OR SYSTEMS

THAT ARE INDICATED TO REMAIN, INCLUDING ELECTRICAL POWER, CONTROLS,

AND RELATED SYSTEMS REQUIRED TO MAINTAIN OPERABILITY.

4. EXISTING CONDITIONS SHOWN ARE BASED ON RECORD DOCUMENTS AND LIMITED

FIELD OBSERVATIONS OF ACCESSIBLE AREAS AND MAY NOT SHOW THE ENTIRE

SCOPE OF DEMOLITION WORK. OMISSION OF EXISTING EQUIPMENT, FIXTURES,

DEVICES, PIPING, CONDUIT, FITTINGS, AND APPURTENANCES FROM THE

DEMOLITION DRAWINGS DOES NOT RELIEVE THE CONTRACTOR OF THE

RESPONSIBILITY TO PROVIDE DEMOLITION OF SYSTEMS THAT ARE MADE

OBSOLETE BY THE NEW WORK, ARE ABANDONED, OR AS OTHERWISE REQUIRED

TO PERFORM THE WORK DESCRIBED HEREIN.

5. PROTECT AND MAINTAIN SERVICES TO REMAIN OPERATIONAL THAT PASS

THROUGH THE AREA OF CONSTRUCTION. WHERE IT IS NOT POSSIBLE TO MAINTAIN

THESE SERVICES INTACT, REPLACE REROUTE, MODIFY, OR PROVIDE NEW AS

REQUIRED TO MAINTAIN SERVICES.

6. REFER TO SPECIFICATION SECTION 01 23 00 FOR PROJECT SCOPE ASSOCIATED

WITH ADDITIVE ALTERNATE NO. 2.

(E) MSB-CH (E) MCC-2

(E) PANEL A

(E) PANEL P

(E) MCC-1

J J

2 1

DATE:

DRAWN:

CHECKED:

PROJECT:

DESIGNED:

725 A Street

Springfield, OR 97477

541.342.7210 systemswestengineers.com

SYSTEMS WEST ENGINEERS

OWNER:

LOCATION:

MARK DATE DESCRIPTION

:5 :0

STEAM CENTRAL

PLANT SURGE &

DEAERATOR TANK

REPLACEMENT

T T E D

PHYSICAL

PLANT

ONE UNIVERSITY

BLVD, LA GRAND, OR

97850

EASTERN OREGON

UNIVERSITY

FLOOR PLAN -

LOWER LEVEL

03/16/2022

X033.01

E121

CKO

MBR

NORTH

1/4" = 1'-0"1

ELECTRICAL FLOOR PLAN - LEVEL

PROVIDE NEW CONNECTION TO DA-1. SEE MECHANICAL CONNECTION SCHEDULE

ON SHEET E611 FOR DETAILS. COORDINATE WITH MECHANICAL.

PROVIDE NEW CONNECTION TO SR-1. SEE MECHANICAL CONNECTION SCHEDULE

ON SHEET E611 FOR DETAILS. COORDINATE WITH MECHANICAL.

RELOCATE AND EXTEND CONNECTION TO EXISTING CHEMICAL CONTAINMENT AND

WATER SOFTENING SYSTEM AS NEEDED. COORDINATE REQUIREMENTS WITH

MECHANICAL.

1. PROTECT EXISTING LIGHT FIXTURES, EQUIPMENT, AND CIRCUITS TO REMAIN

DURING CONSTRUCTION

R E F E R E N C E N O T E S :

S H E E T N O T E S :

SPACE3P 3P

20A 3P

3P 20A 3P

(E) PANEL P

3P/4W

480V/277Y 300A

(E) XFMR

4160V:480V/277Y

300KVA

TO EXISTING MAIN MSB

3P T

(E) XFMR

480V:120V/208Y

75KVA

(E) PANEL A

3P/4W

208Y/120V 225A

(E) MCC-1

400A BUS, 480V, 3-PHASE, 4-WIRE

(E) FUSED DISCONNECT

800AS/400AF

SECTION A SECTION B SECTION C SECTION D SECTION E

3P 3P

M M

FWP-1 FWP-2

300A 3P

90A 3P

SPARE SPARE SPARE SPARE SPARE SPARE

OIL

TRANSFER

PUMP

SPACE

40A 3P

3P 20A 3P

(E) PANEL P

3P/4W

480V/277Y 300A

(E) XFMR

4160V:480V/277Y

300KVA

TO EXISTING MAIN MSB

40A 3P T

(E) XFMR

480V:120V/208Y

75KVA

(E) PANEL A

3P/4W

208Y/120V 225A

(E) MCC-1

400A BUS, 480V, 3-PHASE, 4-WIRE

(E) FUSED DISCONNECT

800AS/400AF

SECTION A SECTION B SECTION C SECTION D SECTION E

3P 3P

J J

DA-1 SR-1

300A 3P

90A 3P

SPARE SPARE SPARE SPARE SPARE SPARE

OIL

TRANSFER

PUMP

1 1

DATE:

DRAWN:

CHECKED:

PROJECT:

DESIGNED:

725 A Street

Springfield, OR 97477

541.342.7210 systemswestengineers.com

SYSTEMS WEST ENGINEERS

OWNER:

LOCATION:

MARK DATE DESCRIPTION

:5 :0

STEAM CENTRAL

PLANT SURGE &

DEAERATOR TANK

REPLACEMENT

T T E D

PHYSICAL

PLANT

ONE UNIVERSITY

BLVD, LA GRAND, OR

97850

EASTERN OREGON

UNIVERSITY

DIAGRAMS

03/16/2022

X033.01

E611

CKO

MBR

NOT TO SCALE

PARTIAL ONE-LINE DIAGRAM - DEMO

NOT TO SCALE

PARTIAL ONE-LINE DIAGRAM - NEW

PROVIDE NEW BREAKER AND CONNECTION TO NEW MECHANICAL EQUIPMENT IN

EXISTING MCC-1 BUCKET AND BYPASS EXISTING MOTOR STARTER. SEE

MECHANICAL EQUIPMENT SCHEDULE FOR CONDUCTOR SIZING AND ADDITIONAL

DETAILS.

R E F E R E N C E N O T E S :

1. MECHANICAL EQUIPMENT AND ASSOCIATED FEEDERS SHOWN ARE EXISTING TO

REMAIN, UON.

G E N E R A L N O T E S :

3. EQUIPMENT CONSISTS OF (2) PUMPS AT HORSEPOWER INDICATED FED FROM A SINGLE CONTROL PANEL. PROVIDE SINGLE POINT OF CONNECTION TO CONTROL PANEL. COORDINATE REQUIREMENTS WITH MECHANICAL.

2. EQUIPMENT CONSISTS OF (3) PUMPS AT HORSEPOWER INDICATED FED FROM A SINGLE CONTROL PANEL. PROVIDE SINGLE POINT OF CONNECTION TO CONTROL PANEL. COORDINATE REQUIREMENTS WITH MECHANICAL.

1. PROVIDE NEW BREAKER IN EXISTING MCC BUCKET AS INDICATED IN ONE-LINE DIAGRAM. BYPASS ANY EXISTING MOTOR CONTROLLER LOCATED WITHIN MCC.

NOTES:

2. WHERE INDICATED IN SCHEDULE ABOVE, DISCONNECTS SHALL BE FURNISHED AND INSTALLED BY DIVISION 26. COORDINATE DISCONNECT REQUIREMENTS WITH MECHANICAL.

1. PROVIDE CONDUCTORS WITH TYPE XHHW INSULATION FOR FEEDERS AND BRANCH CIRCUITS BETWEEN VFDS AND THEIR ASSOCIATED MOTORS.

GENERAL NOTES:

SURGE TANK - PUMP #2 480 3 7.5 11.0 NA DIV 23 DIV 23

SR-1

SURGE TANK - PUMP #1 480 3 7.5 11.0

(3) 10 AWG CU, (1) 10 AWG GND. IN 3/4" C. 40/3 MCC-1

NA DIV 23 DIV 23

1, 3

DEAREATER TANK - PUMP #3 480 3 5.00 7.6 NA DIV 23 DIV 23

DEAREATER TANK - PUMP #2 480 3 5.00 7.6 NA DIV 23 DIV 23DA-1

DEAREATER TANK - PUMP #1 480 3 5.00 7.6

(3) 6 AWG CU, (1) 10 AWG GND. IN 1" C. 50/3 MCC-1

NA DIV 23 DIV 23

1, 2

TAG DESCRIPTION VOLTAGE PHASE HP KW FLA FEEDER DESCRIPTION

CIRCUIT

BREAKER

(AMPS/POLES)

PANEL

IDENTIFICATION

STARTER

DIVISION

DISCONNECT

DIVISION

VFD

DIVISION

NOTES

MECHANICAL EQUIPMENT CONNECTION SCHEDULE

CONCRETE WALLS & COLUMNS WALLS & COLUMNS

F`c = 2500 psi F`c = 3000 psi F`c = 4000 psi

Bar Size

Length of Lap Hook Embed

Ldh

Length of Lap Hook Embed

Ldh

Length of Lap Hook Embed

Ldh Ld & Ld & Ld &

Class A Class B Class A Class B Class A Class B #3 15 '' 19 '' 6 '' 13 '' 17 '' 6 '' 12 '' 16 '' 6 '' #4 19 '' 25 '' 7 '' 18 '' 23 '' 7 '' 15 '' 20 '' 6 '' #5 24 '' 31 '' 9 '' 22 '' 28 '' 8 '' 19 '' 25 '' 7 '' #6 29 '' 37 '' 11 '' 26 '' 34 '' 10 '' 23 '' 29 '' 8 '' #7 41 '' 54 '' 12 '' 38 '' 49 '' 11 '' 33 '' 43 '' 10 '' #8 47 '' 61 '' 14 '' 43 '' 56 '' 13 '' 37 '' 49 '' 11 ''

PODIUM DECK PODIUM DECK

F`c = 5000 psi F`c = 6000 psi

Bar Size

Length of Lap Hook Embed

Ldh

Length of Lap Hook Embed

Ldh Ld & Ld &

Class A Class B Class A Class B #3 12 '' 16 '' 6 '' 12 '' 16 '' 6 '' #4 14 '' 18 '' 6 '' 13 '' 16 '' 6 '' #5 17 '' 22 '' 6 '' 16 '' 20 '' 6 '' #6 20 '' 26 '' 8 '' 19 '' 24 '' 7 '' #7 29 '' 38 '' 9 '' 27 '' 35 '' 8 '' #8 34 '' 44 '' 10 '' 31 '' 40 '' 9 ''

MASONRY

F`m = 1500 psi

Bar Size

Length of Lap, Ld

Hook Embed

Ldh #3 12 '' 5 '' #4 20 '' 7 '' #5 31 '' 8 '' #6 59 '' 10 '' #7 80 '' 11 '' #8 121 '' 13 ''

STD. DEVELOPMENT LENGTHS & LAP SPLICES

2d C lr.

M in

2d C lr.

M in .d

Stagger Adj. Class A Splices 2Ld Min., or Use Class B* Splices

*Concrete ONLY

PROJECT INFORMATION

Systems West Engineers 725 A Street Springfield, OR 97477 541 342 7210

CLIENT:

DESIGN PARAMETERS

SEISMIC DESIGN BASIS**

Seismic Design Category C

Seismic Factors

Importance Factor, Ie 1.00

Design Base Shear

SS / S1

SDS / SD1

V = 0.17*W

Risk Category II

Site Class D

Resisting System: Elevated Tank on Symmetric

Unbraced Legs

Analysis Procedure: Eqv. Lateral Force

(ASCE 7-16, T. 15.4-2)

0.331 / 0.121

0.339 / 0.190

Response Mod.

Coefficient, R

**Preliminary Analysis Performed to Determine Seismic Anchorage Forces.

All reactions from Elevated Tank & Support Structure to be Provided by Supplier & Verified by EOR.

WIND DESIGN BASIS

Ultimate Wind Speed, VULT 101 mph

Exposure B Importance Factor, Iw 1.00

Risk Category II

GENERAL PARAMETERS

2018 OSSC *Building Code

SOILS VALUES

Bearing Pressure 2000 psf

(per Record Drawings)

SHEET INDEX

S-1.1 Structural Title Sheet

S-2.1 Foundation Plan

ABBREVIATIONS

AB Anchor Bolt A&B Above and Below Abv. Above Adn. Addition (al) Adj. Adjacent,Adjustable Alt. Alternate (ive) Appd. Approved Arch. Architect(ural) Avg. Average Bdry. Boundary Bldg. Building Blk(g). Block (ing) Bm. Beam BN Boundary Nailing B-O Bottom of BO By Others Bot. Bottom Brg. Bearing Btwn. Between BW Both Ways Cant. Cantilever(ed) CIP Cast in Place CJ Ceiling Joist CJP Complete Joint

Penetration CL Center Line Clg. Ceiling CMU Conc. Masonry Unit Col. Column Com. Common Comp. Component Conc. Concrete Conn. Connection Const. Construction Cont. Continue (ous) Ctr. Center d Penny Dbl. Double Defl. Deflection Deg. Degree Demo. Demolish(tion) Dep. Depress(ed) DF Douglas Fir Dia. Diameter Diaph. Diaphragm Dif. Different Dim. Dimension Dist. Distance DJ Deck Joist DL Dead Load Dwg. Drawing

(E) Existing Ea. Each EF Each Face EFP Equivalent Fluid

Pressure Elev. Elevator, Elevation Embed. Embed(ed), (ment) Engr. Engineer EOR Engineer of Record Eq. Equal, Equivalent ES Each Side EW Each Way Exp. Expand, Expansion Ext. Exterior Fdn. Foundation FF Finished Floor FJ Floor Joist Flr(g). Floor (ing) FOC Face of Concrete FOM Face of Masonry FOS Face of Studs FOW Face of Wall Frmg. Framing Ft. Foot, Feet Ftg. Footing Ga. Gage, Gauge Galv. Galvanized GB Grade Beam GC General Contractor Gyp. Gypsum HD Holdown Hdr. Header Hdw. Hardware Hgr. Hanger Hor(iz). Horizontal Ht. Height ID Inside Diameter In. Inch(es) Insp. Inspect(ion) Int. Interior Inv. Invert, Inverted Jst. Joist K Kips (1,000 pounds) KLF Kips per Linear Ft.

King King Stud KP King Post KSF Kips per Square Ft.

KSI Kips per Square In.

Lb(s). Pound(s) LL Live Load Loc. Location LW Light Weight

Mas. Masonry Max. Maximum MB Machine Bolt MF Moment Frame Mfr. Manufacture(r) Min. Minimum, Minute Mod. Modif(y), (ication) Mtl. Metal

(N) New N/A Not Applicable Nat. Natural NTS Not to Scale o/ Over oc On Center OD Outside Diameter Opng. Opening Opp. Opposite Opt. Optional Para. Parallel PCF Lbs per Cubic Ft.

Pen. Penetrate, (tion) Perf. Perforated Perim. Perimeter Perp. Perpendicular PI Panel Index PJP Partial Joint Pen.

PL Plate PLF Lbs per Linear Ft.

Pl. Plate Ply. Plywood Prep. Prepare, (ation) Press. Pressure Proj. Project Prop. Property PSF Lbs per Square Ft.

PSI Lbs per Square In.

PT Pressure-Treated PV Photovoltaic (Solar

Panels) R Radius Rec(s). Recommendation(s) Rect. Rectangular Ref. Reference Reinf. Reinforce(d), (ment),(ing) Req(d). Require(d) Reqs. Requirements Ret. Retain(ing) RJ Roof Joist RR Roof Rafter RW Redwood SAD See Arch Dwg's Sched. Schedule Sgl. Single Shtg. Sheathing Sim. Similar SIP Str. Insulated Panel SM Sheet Metal SMS Sheet Metal Screw SOG Slab on Grade Spec. Specifi(ed),(cations) Sq. Square SS Structural Steel Std. Standard Stgr. Stagger(ed) Stl. Steel Struc. Structure, (al) SW Shear Wall Sym. Symmet(ry), (rical) T&B Top and Bottom T&G Tongue and Groove Temp. Temporary Thk. Thick(ness) Thru Through TN Toe-Nail TP Top Plate T-O Top of TOB Top of Beam TOC Top of Concrete TOG Top of Grade TOM Top of Masonry TOS Top of Steel TOW Top of Wall TRU To Remain

Unchanged Trmr. Trimmer Stud Typ. Typical UNO Unless Noted

Otherwise Vert. Vertical VIF Verify in Field VWA Verify with Arch w/ With w/n Within w/o Without WS Wood Screw Wndw. Window Wt. Weight WWF Welded Wire Fabric Yd. Yard

@ At º Degrees Ø Diameter > Greater Than < Less Than # Number, Pound(s) / Per % Percent(age) ± Plus or Minus

STANDARD DETAILS

TYPICAL REINFORCING BAR BENDS

STANDARD TIES & STIRRUPS STANDARD END HOOKS

Bar Size D

#3 1-1/2" 2"#4

4-1/2"

H (Approx.)

3" 3"

2-1/2"#5 3-3/4"

5-1/4"#7 6"#8

4-1/2" 5-1/4"

Bar Size D

2-1/4" 3"

4-1/2"

3" 4"

3-3/4" 5"

5-1/4" #8 6"

6" 7" 8"

D d d d D

12d for #6 & Larger 6d for #5 & Smaller

6d3" Min.

4d 2-1/2" Min.

Dimension per Details

Note:

All Bar Bend Diameters & End Lengths Must Conform to the CRSI Manual of Standard Practice

#3 #4 #5

#7 #6

The 2019 Oregon Structural Specialty Code (OSSC), based on the 2018 International Building Code (IBC), is the governing code in the State of Oregon.

SPECIFICATIONS

CONCRETE

1. All concrete shall have:

(a) an ultimate compressive strength (f'c) of 3,000 psi at 28 days (UNO).

(b) a maximum slump of 5" at point of placement.

(d) a normal dry-weight density (UNO).

2. Special inspection is NOT required as the foundations have been designed with f'c = 2,500 psi in accordance with the Governing Building Code, section 1705.3, exceptions 1, 2.1, and 2.3, unless explicitly specified herein, on the structural plans, or by the Building Department.

As a minimum, special inspection is always required on:

(a) structural slabs, flat plates

(b) walls, columns, beams

(d) welding of reinforcement, installation of mechanical bar splice devices, epoxy application When required or specified, special inspection services shall conform to the Governing Building Code, Chapter 17 and shall be provided by an ICC certified inspector or Building Department approved engineer. The Building Department reserves the right to waive or require the special inspection requirements [Section 1704.1 and 1704.4] . Nothing in these plans waives the Building Department's right to require special inspection at any point and on any material.

3. Testing of materials used in concrete construction must be performed as noted on structural plans or at the request of the Building Department to determine if materials are quality specified. Tests of materials and of concrete shall be made by an approved agency and at the expense of the contractor; such tests shall be made in accordance with the standards listed in the Governing Building Code, Table 1705.3. When testing of concrete is required, four (4) test cylinders shall be taken from each 150 yards, or fraction thereof, poured in any one day. One (1) cylinder shall be tested at seven (7) days; two (2) at 28 days; one (1) shall be held in reserve. Where 4x8 cylinders are used, (5) test cylinders shall be taken, with (3) cylinders tested at 28 days. If Contractor elects to have additional tests performed for "early-break" results, additional test cylinders must be taken. At no time shall the Contractor instruct the testing agency to perform tests on a schedule different than above without the prior authorization of the Engineer. Contractor is responsible for complying with applicable testing requirements of theBuilding Department. Copies of all test reports shall be provided to Engineer and Building Department for review in a timely manner.

4. The Contractor shall remove and replace any concrete which fails to attain specified 28 day compressive strength if so directed by the Engineer. Any defects in the hardened concrete shall be repaired to the satisfaction of the Engineer and/or Architect or the hardened concrete shall be replaced at the Contractor's expense.

5. All concrete work shall conform with the Governing Building Code, Chapter 19.

6. All cement shall be Portland Cement Type I or II and shall conform to ASTM C 150.

7. All aggregates shall conform to ASTM C33. Maximum aggregate sizes:

(a) Footings: 1-1/2"

(b) All other work: 3/4"

8. Where not specifically detailed, the minimum concrete cover on reinforcing steel shall be:

(a) Permanently exposed to earth or weather

i. Cast against earth: 3"

ii. Cast against forms: 2"

(b) Not exposed to earth or weather

i. Slabs, walls, joists: 3/4"

ii. Beams, girders, columns: 1-1/2"

9. The minimum lap splice length for all reinforcing steel shall be as noted in the typical details on sheet S-1.1. All lap splices to be staggered.

10. All reinforcing steel, anchor bolts, dowels, inserts, and any other hardware to be cast in concrete shall be well secured in position prior to foundation inspection. All hardware to be installed in accordance with respective manufacturer's specifications. Refer to architectural and structural plans for locations of embedded items.

11. Locations of all construction joints, other than specified on the structural plans, shall be approved by the Architect and Engineer prior to forming. Construction joints shall be thoroughly air and water cleaned and heavily roughened so as to expose coarse aggregates.

All surfaces to receive fresh concrete shall be maintained continuously wet at least three (3) hours in advance of concrete placement.

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Apr 3, 2024.