17631 Plan Set.pdf

COPYRIGHT 2025

STEELE ASSOCIATES ARCHITECTS

All rights reserved. Reproduction or use in any form or by any means- graphic, electronic, mechanical, etc.- without written permission of STEELE ASSOCIATES ARCHITECTS is unlawful and subject to criminal prosecution.

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GENERAL

G001 COVER SHEET

G002 GENERAL NOTES LEGENDS ABBREVIATIONS

ARCHITECTURE

A100 LEVEL 1 PHASING PLAN

A101 LEVEL 1 DEMO PLAN

A102 LEVEL 1 FINISH PLAN

DRAWING INDEX

Contact:

Phone:

Email:

Architect Steele Associates Architects, LLC

Chris Thome

(541) 508-7505 cthome@steele-arch.com

2738 NW Potts Ct. #110 Bend, OR 97703

Contact:

Phone:

Email:

Client State of Oregon, Department of Corrections

Trevor Cramer

(503) 385-5330 trevor.w.cramer@doc.oregon.gov

3920 E Ashwood Rd.

Madras, OR 97741

VICINITY MAP

PROJECT DESCRIPTION:

FLOOR REMODEL OF EXISTING KITCHEN FACILITY LOCATED AT THE TWO RIVERS

CORRECTIONAL FACILITY. SCOPE INCLUDES DEMOLITION AND REMOVAL OF EXISTING

FLOORING, RELOCATION OF EXISTING EQUIPMENT, AND INSTALLATION OF NEW

POLYURETHANE FLOORING.

PROJECT TEAM

TWO RIVERS CORRECTIONAL INSTITUTION

- FLOOR REMODEL

REV. DATE DESCRIPTION

82911 BEACH ACCESS RD., UMATILLA, OR 97882

CL

DRAWING NUMBER

DRAWING NAME

DRAWING SCALE

AA WINDOW/CURTAIN WALL DESIGNATION. SEE WINDOW SCHEDULE.

A101

A9

A

A9

A

DATUM TAGREVISION CLOUD & TAG

REVISION CLOUD

AROUND AREA OF

CHANGE

DELTA SYMBOL &

REVISION NUMBER

A101

? KEYNOTE.

A101

GRID HEAD

GLAZING DESIGNATION.

GLAZING MODIFIER

202A DOOR DESIGNATION. SEE DOOR SCHEDULE

FM9

WALL, FLOOR, CEILING, ROOF DESIGNATION. SEE APPROPRIATE TYPE

SHEETS.

WALL, FLOOR, BASE, CEILING FINISH TAG. THIS SYMBOL WHEN

ATTACHED TO A WALL SHALL INDICATE THIS FINISH FOR ENTIRE

LENGTH OF WALL FROM ONE INTERSECTION TO THE NEXT AND

NOT BE TERMINATED BY WINDOWS OR DOORS UNO.

Room name

ROOM NAME TAG

Ø

CENTER LINE

NUMBER

DEGREE

AND

AT

WORK POINT OR ELEV. BENCH MARK

DIAMETER OR ROUND

NORTH ARROW

SYMBOLS

DETAIL TAGS

DETAIL NUMBER

PAGE WHERE FOUND

DETAIL CUT LINE

DETAILED AREA

WALL SECTION TAG

WALL SECTION NUMBER

PAGE WHERE FOUND

WALL SECTION CUT LINE

BUILDING SECTION TAG

WALL SECTION NUMBER

PAGE WHERE FOUND

WALL SECTION CUT LINE

DRAWING TITLE

ELEVATION TAGS

PAGE

VIEW

ROOM FINISH TAG

FLOOR FINISH

CORRESPONDING

WALL FINISHES

BASE FINISH

MISCELLANEOUS KEYED NOTE SYMBOLS

ROOM NAME

ROOM NUMBER

ELEVATION DATUM

INDICATES ITEM OR

FLOOR LEVEL BEING

REFERENCED

A101

NAME

ELEVATION

NW

SW

EWWWFF BF

A101

1 View Name 1/8" = 1'-0"

AA

METAL

EARTH

CONCRETE

CONCRETE

MASONRY UNIT

FINISHED WOOD MEMBER

PLYWOOD

BATT INSULATION

GYP. BOARD

CONTINUOUS WOOD

MEMBER

WOOD BLOCKING

PLASTER OR STUCCO

RIGID INSULATION

MINERAL WOOL

INSULATION

ALUMINUM

GRAVEL

STONE

METAL OR WOOD STUD FRAMED WALL

WALL TYPE DESIGNATES WIDTH OF

WALL

WIDTH OF WALL DIMENSIONED ONLY AT

1/4"=1' OR LARGER SCALE

DOORS DIMENSIONED TO WIDTH OF

NOMINAL OPENING

WINDOWS DIMENSIONED TO NOMINAL

FRAME SIZE - NOT ROUGH OPENING.

METAL OR WOOD STUD FRAMED WALL W/

MASONRY OR STONE VENEER

WIDTH OF WALL DIMENSIONED FROM

FACE OF MASONRY.

WIDTH OF MASONRY WALL

DIMENSIONED FROM FACE OF STUD.

DOORS DIMENSIONED TO WIDTH OF

NOMINAL OPENING.

WINDOWS DIMENSIONED TO NOMINAL

FRAME SIZE - NOT ROUGH OPENING.

MASONRY WALL

WIDTH OF WALL DIMENSIONED TO

NOMINAL SIZE.

DOORS DIMENSIONED TO

CENTERLINE OF NOMINAL OPENING.

WINDOWS DIMENSIONED TO NOMINAL

FRAME SIZE - NOT MASONRY

OPENING.

CONCRETE WALL

ACTUAL WIDTH OF WALL DIMENSIONED

DOORS DIMENSIONED TO CENTERLINE

OF NOMINAL OPENING.

WINDOWS DIMENSIONED TO NOMINAL

FRAME SIZE - NOT ROUGH OPENING.

NEW CONSTRUCTION AT EXISTING

NEW CONSTRUCTION SHOWN HATCHED W/ THICKER LINE.

ALL EXISTING COMPONENTS SHOWN THIN LINE SOLID, NO HATCH.

ALL EXISTING COMPONENTS SHOWN THIN LINE SOLID, NO HATCH.

ALL COMPONENTS TO BE DEMOLISHED ARE SHOWN DASHED, THICK LINE.

EXISTING

METAL OR WOOD STUD FRAMED WALL.

WIDTH OF WALL DIMENSIONED

TO FINISHED FACE.

DOORS DIMENSIONED TO

NOMINAL DOOR SIZE

EXCLUDING FRAME.

WINDOWS DIMENSIONED TO

NOMINAL FRAME SIZE.

EXISTING

METAL OR WOOD STUD FRAMED WALL

W/ MASONRY OR STONE VENEER

WIDTH OF WALL DIMENSIONED

FROM FINISHED FACE TO

OVERALL NOMINAL WIDTH.

DOORS DIMENSIONED TO

NOMINAL DOOR SIZE EXCLUDING

FRAME.

WINDOWS DIMENSIONED TO

NOMINAL FRAME SIZE.

EXISTING

MASONRY WALL (TO REMAIN)

WIDTH OF WALL DIMENSIONED

TO NOMINAL SIZE.

DOORS DIMENSIONED TO

NOMINAL DOOR SIZE

EXCLUDING FRAME.

WINDOWS DIMENSIONED TO

NOMINAL FRAME SIZE.

EXISTING

CONCRETE WALL (TO REMAIN)

NOMINAL WIDTH OF WALL

DIMENSIONED.

DOORS DIMENSIONED TO

NOMINAL DOOR SIZE EXCLUDING

FRAME.

WINDOWS DIMENSIONED TO

NOMINAL FRAME SIZE.

NEW CONSTRUCTION EXISTING CONDITIONS

ALL NEW CONSTRUCTION IS SHOWN HATCHED & SHADED AS ILLUSTRATED BELOW.

ALL NEW CONSTRUCTION IS FULLY NOTED AS SHOWN BELOW.

ALL WORK IS NEW UNLESS LABELED "EXISTING"

ALL EXISTING CONSTRUCTION IS SHOWN WITHOUT HATCH AS ILLUSTRATED BELOW.

ALL EXISTING CONSTRUCTION IS LABELED "EXISTING" BY KEYNOTE OR OTHERWISE.

ALL DIMENSIONS TO EXISTING ARE APPROXIMATE ONLY AND ARE TO BE FIELD

VERIFIED BY THE CONTRACTOR.

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X 9A

4'-0"

1' -0

3'

-0

8"

G R

ID

TO

G R

ID

TO

4'-0"

9A

4'-0"

(DEMOLISH

EXISTING)

(EXISTING TO

REMAIN)

4'-0"

4'-0"

4M

3B

5J

± 3'-0"

1/

4" 3'

-0

1' -0

/8

3'

-0

4'-0" ±

1 2

3 2

3 2

8"

3' -0

4'-0" ±

3' -0

4'-0" ±

3 2

3 2

OF STRUCTURE

RIGHT SIDE

COPYRIGHT 2025

STEELE ASSOCIATES ARCHITECTS

All rights reserved. Reproduction or use in any form or by any means- graphic, electronic, mechanical, etc.- without written permission of STEELE ASSOCIATES ARCHITECTS is unlawful and subject to criminal prosecution.

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GENERAL NOTES

LEGENDS

ABBREVIATIONS

07.08.2026

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NEW MATERIALS LEGEND (TYPICAL SECTION VIEWS)

SYMBOLS GENERAL NOTES:ABBREVIATIONS:

DIMENSIONING LEGEND (TYPICAL PLAN VIEWS)

ABBREV ABBREVIATION (S)

ABB ABBREVIATION (S)

A.F.F. ABOVE FINISHED FLOOR

AD ACCESS DOOR

ACOUS ACOUSTICAL

A/C AIR CONDITIONING

ALUM ALUMINUM

AB ANCHOR BOLT

APPR APPROVED

AC ASPHALT CONCRETE

BM BEAM

BLK BLOCK

BD BOARD

BOT BOTTOM

B.O.B. BOTTOM OF BEAM

BLDG BUILDING

CLG CEILING

CH CEILING HEIGHT

CEM CEMENT

C/C CENTER TO CENTER

CER CERAMIC

CLR CLEAR

CLOS CLOSET

COL COLUMN

COMPO COMPOSITION

CONC CONCRETE

CMU CONCRETE MASONRY UNIT

CONN CONNECTION

CONT CONTINUOUS

CORD COORDINATE

CORR CORRIDOR

CSK COUNTERSINK

DEL DELETE

DET DETAIL

DIAG DIAGONAL

DIA DIAMETER

DIM DIMENSION

DIR DIRECTION

DR DOOR

DO DOOR OPENING

DBL DOUBLE

DF DOUGLAS FIR

DN DOWN

DS DOWNSPOUT

DWG DRAWING

DF DRINKING FOUNTAIN

EA EACH

EWC ELECTRIC WATER COOLER

ELEC ELECTRICAL

ELEV OR EL ELEVATION

ELEV ELEVATOR

EQ EQUAL

EQUIP EQUIPMENT

EXIST EXISTING

EJ EXPANSION JOINT

EXT EXTERIOR

FOC FACE OF CONCRETE

FOS FACE OF STUD

FOW FACE OF WALL

FT FEET

FRP FIBER REINFORCED

PLASTIC

FIN FINISH

FF FINISH FLOOR

FO FINISHED OPENING

FHC FIRE HOSE CABINET

FLR FLOOR

FD FLOOR DRAIN

FS FLOOR SINK

FDN FOUNDATION

REF FREFERENCE

FH FULL HEIGHT

FS FULL SIZE

FSD FULL SIZE DETAIL

GALV OR GV GALVANIZED

GSM GALVANIZED SHEET METAL

GA GAUGE

GC GENERAL CONTRACTOR

GL GLASS

GFRC GLASS FIBER REINFORCED

CONCRETE

GR GRADE

GYP. BD. GYPSUM BOARD

HDWD HARDWOOD

H HIGH

HP HIGH POINT

HM HOLLOW METAL

HORIZ HORIZONTAL

ID INSIDE DIAMETER

INSUL INSULATION

INT INTERIOR

JAN JANITOR

LAV LAVATORY

LEV LEVEL

LTWT LIGHT WEIGHT

LTG LIGHTING

MAINT MAINTENANCE

MFG MANUFACTURER

MO MASONRY OPENING

MAT'L MATERIAL

MAX MAXIMUM

MECH MECHANICAL

MB MECHANICAL BOLT

MET METAL

MEZZ MEZZANINE

MIN MINIMUM

MISC MISCELLANEOUS

MULL MULLION

(N) NEW

NR NON-RATED

N.I.C. NOT IN CONTRACT

N.T.S. NOT TO SCALE

NO. NUMBER

OFF OFFICE

OC ON CENTER

OPN'G OPENING

OCC OPERATOR CONTROL

CENTER

OPP OPPOSITE

OH OPPOSITE HAND

OD OUTSIDE DIAMETER

OF OVERFLOW

OFI OWNER FURNISH ITEM

OFOI OWNER FURNISHED OWNER

INSTALLED

PR PAIR

PLAS PLASTIC

PL PLATE

PLWD PLYWOOD

PC PORTLAND CEMENT

PREP PREPARATION

PT PRESSURE TREATED

PTDF PRESSURE TREATED

DOUGLAS FIR

PROJ PROJECTION

QT QUARRY TILE

R OR RAD RADIUS

REDW'D REDWOOD

REFL REFLECTED

REINF REINFORCE

REQ'D REQUIRED

RES RESILIENT

RR RESTROOM(S)

R RISER

RD ROOF DRAIN

RTU ROOF TOP UNIT

RM ROOM

R.O. ROUGH OPENING

SECT SECTION

SHT SHEET

SIM SIMILAR

SPECS SPECIFICATIONS

SQ SQUARE

SS STAINLESS STEEL

STD STANDARD

STA STATION

STL STEEL

STG STORAGE

STRUCT STRUCTURAL

SIMUL SUMULATED

SUSP SUSPENDED

SYM SYMMETRICAL

TEL TELEPHONE

TEMP TEMPERED

THK THICK

T&G TONGUE & GROOVE

TBC TOP BACK OF CURB

T.O.C. TOP OF CONCRETE OR

CURB

T.O.F TOP OF FOOTING

T.O.P. TOP OF PARAPET

T.O.S. TOP OF STEEL

T.O.W. TOP OF WALL

TDC TRAFFIC DECK COVERING

T TREAD

TYP TYPICAL

UNO UNLESS NOTED OTHERWISE

V.I.F. VERIFY IN FIELD

VER VERTICAL

WC WATER CLOSET

WL WATER LEVEL

WP WATERPROOFING

W WIDE

W/ WITH

WD WOOD

WP WORKING POINT

WI WROUGHT IRON

A THE GENERAL CONTRACTOR SHALL HEREAFTER BE REFERRED TO AS

GENERAL CONTRACTOR OR "GC". THE OWNER MAY HEREAFTER BE REFERRED

TO AS "OWNER".

B PLEASE NOTE: THE GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL WORK

REGARDLESS OF THE LOCATION OF THE INFORMATION IN THE DOCUMENTS.

THE GENERAL CONTRACTOR SHALL UTILIZE THE CONSTRUCTION DRAWINGS

AND WRITTEN SPECIFICATIONS FOR ALL REQUIRED INFORMATION TO PROVIDE

COMPLETE CONSTRUCTION OF THIS PROJECT. ITEMS LISTED IN DRAWINGS

MAY NOT BE INCLUDED IN SPECIFICATIONS. ITEMS LISTED IN SPECIFICATIONS

MAY NOT BE INCLUDED IN DRAWINGS.

C GC SHALL BE RESPONSIBLE FOR COORDINATING WORK BETWEEN TRADES.

D UNLESS OTHERWISE INDICATED IN THE CONSTRUCTION DOCUMENTS AS BEING

NOT IN CONTRACT (N.I.C.) OR EXISTING, ALL ITEMS, MATERIALS AND

INSTALLATION OF SAME ARE PART OF THE CONTRACT AS DEFINED BY THE

CONSTRUCTION DOCUMENTS. THE GC SHALL PROVIDE AND INSTALL ALL

ACCESSORIES, COMPONENTS AND ASSEMBLIES REQUIRED FOR THE WORK

DEPICTED OR SPECIFIED.

E THE INDIVIDUAL DISCIPLINE DRAWINGS (A, C, E, ETC.) ARE PART OF A LARGER

SET OF DRAWINGS, WHICH, WHEN COMPLETE, CONSISTS OF DRAWINGS LISTED

IN THE "DRAWING INDEX." PARTIAL SETS OF DRAWINGS NOT INCLUSIVE OF ALL

DISCIPLINES ARE INCOMPLETE AND SHOULD NOT BE DISTRIBUTED OR

UTILIZED.

F CONSTRUCTION DOCUMENTS CONSIST OF DRAWINGS AND SPECIFICATIONS.

CONTRACTOR AND SUBCONTRACTORS SHALL CAREFULLY REVIEW ALL

DRAWINGS AND SPECIFICATIONS IN THIS PROJECT AND BECOME FAMILIAR

WITH ALL STRUCTURES, FIXTURES AND EQUIPMENT TO BE INSTALLED.

COORDINATE ALL ASPECTS OF THE CONSTRUCTION WITH ALL TRADES ON THE

JOB TO ENSURE THAT ALL MATERIALS AND LABOR REQUIRED TO PROVIDE A

COMPLETE AND OPERATIONAL FACILITY ARE INCLUDED IN THE BID.

G THE GC SHALL FIELD VERIFY ALL CONDITIONS AND DIMENSIONS PRIOR TO

BEGINNING ANY WORK AND SHALL BE RESPONSIBLE FOR ALL WORK AND

MATERIALS INCLUDING THOSE FURNISHED BY SUBCONTRACTORS. THE GC

SHALL ACCEPT PREMISES AS FOUND. OWNER WILL MAINTAIN THE EXISTING

CONDITION OF THE SITE AND EXISTING STRUCTURES AT THE TIME OF BIDDING.

H THE GC AND SUB-CONTRACTORS SHALL CAREFULLY REVIEW THE

ARCHITECTURAL, STRUCTURAL, MECHANICAL, ELECTRICAL, PLUMBING, CIVIL

AND LANDSCAPE AND OTHER PROJECT RELATED DOCUMENTS PRIOR TO

CONSTRUCTION.

I DISCREPANCIES BETWEEN PORTIONS OF THE CONTRACT DOCUMENTS ARE

NOT INTENDED. THE GENERAL CONTRACTOR IS TO CLARIFY WITH THE

ARCHITECT AND OWNER ANY SUCH DISCREPANCIES PRIOR TO COMMENCING

WORK.

J DIMENSIONS TAKE PRECEDENCE OVER DRAWINGS: DO NOT SCALE DRAWINGS

TO DETERMINE ANY LOCATIONS. THE ARCHITECT AND OWNER SHALL BE

NOTIFIED OF ANY DISCREPANCY PRIOR TO CONTINUING WITH WORK.

K WHERE A DETAIL CALL OUT DESCRIBES A TYPE OF CONDITION, IT APPLIES TO

ALL SIMILAR CONDITIONS, WHETHER OR NOT AT DETAIL TAG IS SHOWN AT

THAT LOCATION ON THE PLANS.

L ALL PLAN DIMENSIONS ARE FROM GRIDLINE OR FACE OF STUD OR FACE OF

BLOCK UNLESS OTHERWISE INDICATED. SEE SECTION ON "DIMENSIONING" THIS

SHEET.

M DIMENSIONS INDICATED TO BE "CLEAR" OR "CLR." ARE DIMENSIONS TO THE

FINISHED SURFACE OF THE WALL OR ASSEMBLY.

N THE GC SHALL REPORT TO THE ARCHITECT AND OWNER ALL CONDITIONS

REQUIRING COORDINATION/ CHANGES WITH THE CONTRACT DOCUMENTS.

COORDINATION / APPROVAL SHALL TAKE PLACE BEFORE THE WORK BEGINS.

ALL CHANGES TO THE CONTRACT COST SHALL BE APPROVED THROUGH A

CHANGE ORDER.

O DETAILED DRAWINGS AND LARGER SCALE DRAWINGS TAKE PRECEDENCE

OVER SMALL SCALE DRAWINGS.

P THE ARCHITECT WILL REVIEW SHOP DRAWINGS AND SAMPLES FOR

CONFORMANCE WITH DESIGN CONCEPT OF THE PROJECT. THE ARCHITECT'S

REVIEW OF A SEPARATE ITEM SHALL NOT INDICATE APPROVAL OF AN

ASSEMBLY IN WHICH THE ITEM FUNCTIONS. THE ARCHITECT WILL NOT REVIEW

SHOP DRAWINGS UNTIL THE GC HAS REVIEWED AND STAMPED THE SHOP

DRAWING/SUBMITTAL. THE GC IS RESPONSIBLE FOR FIELD VERIFYING ALL

DIMENSIONS SHOWN ON THE SHOP DRAWINGS. THE ARCHITECT'S REVIEW OF

THE SHOP DRAWINGS SHALL NOT OVERRIDE THE CONDITIONS DESCRIBED IN

THE CONTRACT DOCUMENTS UNLESS SPECIFICALLY NOTED OTHERWISE BY

THE ARCHITECT.

Q FOR CONSTRUCTION DETAILS NOT SHOWN, USE THE MANUFACTURER'S

STANDARD DETAILS OR APPROVED SHOP DRAWINGS / DATA SHEETS IN

ACCORDANCE WITH THE PROJECT SPECIFICATIONS.

R FOR GRADING, TRENCHING ETC., CONTACT THE ARCHITECT AND OWNER FOR

INSTRUCTIONS PRIOR TO THE CONTINUATION OF WORK SHOULD ANY UNUSUAL

CONDITIONS BECOME APPARENT DURING GRADING OR FOUNDATION

CONSTRUCTION. EXISTING ELEVATIONS AND LOCATIONS TO BE JOINED SHALL

BE VERIFIED BY THE GENERAL CONTRACTOR BEFORE CONSTRUCTION.

S ALL WORK, MATERIALS AND METHODS SHALL BE IN CONFORMANCE WITH THE

CODES, ORDINANCES AND REGULATIONS OF ALL GOVERNMENTAL AGENCIES

HAVING JURISDICTION AT THE PROJECT LOCATION. THE GENERAL

CONTRACTOR MUST COMPLY WITH THE CONTRACTOR REGISTRATION

REQUIREMENTS OF ALL GOVERNING AUTHORITIES.

T ALL PROJECT CONSTRUCTION SHALL CONFORM WITH ANSI A-117.1-2010, AND

THE AMERICANS WITH DISABILITIES ACT (ADA). THE MORE STRINGENT SHALL

APPLY.

U THE GC SHALL NOTIFY ALL APPLICABLE LOCAL GOVERNING AUTHORITIES AND

UTILITIES PRIOR TO COVERING UP ANY WORK REQUIRING INSPECTION.

V THE GC SHALL MAINTAIN ALL REQUIRED EXITS AND FIRE LANES IN WORKING

ORDER.

W THE GC SHALL PROVIDE TEMPORARY PORTABLE FIRE EXTINGUISHERS DURING

INSTALLATION PROCESS.

X MINIMUM FLAME SPREAD CLASSIFICATION OF INTERIOR FINISH SHALL

CONFORM TO THE BUILDING CODE AND LOCAL GOVERNING BUILDING

CODES/ORDINANCES. SEE CODE SUMMARY, SHEET G0.30.

Y THE GC SHALL PROVIDE AND IS SOLELY RESPONSIBLE AND LIABLE FOR PUBLIC

AND EMPLOYEE PROTECTION AS NECESSARY AND AS REQUIRED BY THE

CODES, INCLUDING EXTERIOR AND INTERIOR PEDESTRIAN TRAFFIC BARRIERS.

ALL WORK SHALL CONFORM TO THE ORDINANCES AND REGULATIONS OF

GOVERNMENTAL AGENCIES HAVING JURISDICTION AT THE PROJECT.

Z THE GC SHALL PROVIDE TEMPORARY BARRICADES FOR DUST AND NOISE

CONTROL, AND ALL REQUIRED ENVIRONMENTAL PROTECTION WHERE WORK

JOINS EXISTING CONDITIONS.

AA ALL DEBRIS SHALL BE REMOVED FROM PREMISES AND ALL AREAS SHALL BE

LEFT IN A CLEAN (BROOM) CONDITION DAILY.

BB GC SHALL PREPARE AND IMPLEMENT AN INDOOR AIR QUALITY PROGRAM TO BE

INSTITUTED DURING CONSTRUCTION ACTIVITIES.

CC GC SHALL PREPARE AND IMPLEMENT A CONSTRUCTION WASTE MANAGEMENT

AND RECYCLING PLAN, TO BE PROVIDED TO THE OWNER.

DD GC SHALL AVOID UNNECESSARY DISRUPTIONS TO THE FUNCTIONS AND/OR

DAILY ACTIVITIES OF ADJACENT EXISTING SUITES AND BUILDINGS.

EE CALL BEFORE YOU DIG! OREGON LAW REQUIRES THE GENERAL CONTRACTOR

TO CONTACT THE "OREGON UTILITY NOTIFICATION CENTER" AT 1 (800) 332-2344

OR 1 (503) 232-1987, NO LESS THAN TWO (2) BUSINESS DAYS, BUT NO MORE

THAN TEN (10) BUSINESS DAYS BEFORE COMMENCING ANY EXCAVATION.

LOCATE ALL UNDERGROUND UTILITIES BEFORE STARTING ANY BELOW GRADE

WORK. THE GENERAL CONTRACTOR SHALL BEAR ALL EXPENSE OF REPAIR OR

REPLACEMENT OF IDENTIFIED UTILITIES OR OTHER PROPERTY DAMAGED BY

OPERATIONS IN CONJUNCTION WITH THE EXECUTION OF THE WORK.

FF PRIOR TO CONSTRUCTION, THE GENERAL CONTRACTOR SHALL BE

RESPONSIBLE FOR NOTIFYING THE ARCHITECT AND OWNER OF ANY EXISTING

DAMAGE TO THE NEIGHBORING SUITES, NEW OR EXISTING SITE

IMPROVEMENTS, ETC. FAILURE TO DO SO SHALL PLACE THE GENERAL

CONTRACTOR WITH THE SOLE RESPONSIBILITY FOR CORRECTING SUCH

DAMAGE.

GG APPROVED PLANS SHALL BE KEPT IN A PLAN BOX AND SHALL NOT BE USED BY

WORKMEN. ALL CONSTRUCTION SETS SHALL REFLECT THE SAME

INFORMATION. THE GENERAL CONTRACTOR SHALL ALSO MAINTAIN, IN GOOD

CONDITION, ONE COMPLETE SET OF PLANS WITH ALL REVISIONS, ADDENDA

AND CHANGE ORDERS, ON THE PREMISES AT ALL TIMES. THESE ARE TO BE

KEPT UNDER THE CARE OF THE JOB SUPERINTENDENT.

HH THE GC IS TO PROVIDE BLOCKING AS REQUIRED FOR MOUNTING OF WALL

MOUNTED SHELVES, CABINETS, HC GRAB BARS AND PARTITION BRACES AND

ALL OTHER ITEMS IDENTIFIED ON THE EQUIPMENT OR ACCESSORY SCHEDULE.

BLOCKING SHALL BE FIRE TREATED WHERE REQUIRED BY THE BUILDING CODE.

II THE GC IS RESPONSIBLE FOR RECEIVING, UNLOADING, UNCRATING,

INSTALLATION AND HOOK-UP OF ALL OWNER FURNISHED ITEMS UNLESS

NOTED OTHERWISE ON THE DRAWINGS.

JJ THE GC IS TO ASSURE THAT NO REBAR OR REINFORCEMENT IS PRESENT

PRIOR TO CORE DRILLING OR PLACING BOLTS OR ANY OTHER ITEM WHICH

COULD DISTURB THE STRUCTURAL SLAB OR FOUNDATION WALLS.

KK PROVIDE GALVANIC PROTECTION BETWEEN DISSIMILAR MATERIALS WHERE

REQUIRED.

LL PROVIDE METAL TRIM OR CASING AT ALL EDGES OF PLASTER AND DRYWALL

SURFACES WHERE IT TERMINATES OR MEETS ANY OTHER MATERIAL, UNLESS

NOTED OTHERWISE.

MM PROVIDE METAL CORNER TRIM AT ALL OUTSIDE CORNERS OF PLASTER AND

DRYWALL SURFACES.

NN ALL PENETRATIONS THROUGH ANY SURFACE SHALL BE THOROUGHLY SEALED

WITH APPROPRIATE SEALANT MATERIAL.

OO UNLESS OTHERWISE NOTED, ALL EXTERIOR AND INTERIOR METAL, TRIM,

TREILLAGE, RAILINGS, MOLDINGS, FRAMES, CASTING ETC., SHALL BE PAINTED.

PP FIXTURES AND EQUIPMENT SHOWN ARE FOR COORDINATION PURPOSES ONLY.

REFER TO THE MANUFACTURER'S PRODUCT DATA AND THE MECHANICAL

AND/OR ELECTRICAL DRAWINGS AND SPECIFICATIONS FOR FIXTURE AND

EQUIPMENT DESCRIPTIONS, LOCATIONS AND INSTALLATION REQUIREMENTS.

QQ THE GC SHALL VERIFY LOCATIONS OF ALL CEILING ACCESS PANELS WITH

MECHANICAL, FIRE SPRINKLER AND PLUMBING PLANS. ACCESS PANELS SHALL

BE FURNISHED AND INSTALLED WITH A FIRE RATING EQUAL TO THE WALL OR

CEILING ASSEMBLY INTO WHICH THEY ARE TO BE INSTALLED. FINISH AND

LOCATION SHALL BE APPROVED BY THE ARCHITECT.

RR THE GC SHALL VERIFY DIMENSIONS OF ALL EQUIPMENT PADS & BASES WITH

EQUIPMENT MANUFACTURERS & SHALL VERIFY ALL SIZES AND LOCATIONS OF

DUCT OPENINGS ON ROOF AND INTERIOR SHAFTS.

SS SYSTEMS SHOWN ON THE DRAWINGS ARE INTENDED TO BE FINISHED,

INSTALLED AND TURNED OVER TO THE OWNER IN PROPER FUNCTIONING

CONDITION. ALL WORK IS TO BE CONSIDERED IN CONTRACT SUM.

TT WHERE DAMAGE TO INSTALLED FINISHES OCCURS DURING CONSTRUCTION,

THE CONTRACTOR SHALL RESTORE SUCH FINISHES AS SPECIFIED OR

SCHEDULED, TO MATCH ADJACENT SURFACES.

UU CUTTING AND PATCHING: WHETHER OR NOT SHOWN ON THE DRAWINGS, THE

CONTRACTOR SHALL DO ALL CUTTING, FITTING, OR PATCHING OF WORK THAT

MAY BE REQUIRED TO MAKE ITS SEVERAL PARTS FIT TOGETHER PROPERLY

AND SHALL NOT ENDANGER ANY IN-PLACE WORK BY CUTTING, EXCAVATING OR

OTHERWISE ALTERING THE WORK OR ANY PART OF IT. ALL PATCHING,

REPAIRING AND REPLACING OF MATERIALS AND SURFACES CUT OR DAMAGED

IN EXECUTION OF THE WORK SHALL BE REPLACED WITH APPLICABLE

MATERIALS SO THAT SURFACES WILL, UPON COMPLETION, MATCH

SURROUNDING SIMILAR SURFACES IN FIT, FINISH AND COLOR.

REV. DATE DESCRIPTION

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MANAGERS

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STORAGE

HOT

STORAGE OFFICE

BULK

COOLER

BULK

FREEZER

VEGETABLE

COOLER

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BREAKROOM

SPECIAL

DIET

KITCHEN

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STORAGECOOLERFREEZER

STAFF

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STAFF

TOILET

STAFF

LOCKERS

TORTILLA

ROOM

CORRIDOR

ENTRY

HALL

KITCHEN

8'-0" 13'-0"

'-0

'-0

8' -0

13'-6"

8'-0"

PHASE 1 (~1,658 SF)

PHASE 2 (~2,066 SF)

PHASE 3 (~1,694 SF)

PHASE 4 (~2,395 SF)

PHASE 6 (~2,562 SF)

PHASE 7 (~1,938 SF)

PHASE 8 (~3,672 SF)

PHASE 9 (~1,040 SF)

PHASE 10 (~1,230 SF)

LOCATION OF REQUIRED ISLOATION BARRIERS

BETWEEN PHASES. THE ISOLATION BARRIER WILL BE

CONSTRUCTED OF 2-1/2" METAL STUDS AT 24" O.C.

ATTACHED VIA A TRACK TO THE CEILING AND FLOOR

WITH A CLEAR 6 MIL PLASTIC COVER. ADD ONE LAYER

OF 1/2" PLYWOOD ON THE OUTSIDE OF THE WALL OVER

THE PLASTIC COVER TO CAP IT. A FOUR FOOT WIDE

SWING DOOR WILL BE INSTALLED IN THE WALL TO

ALLOW ACCESS TO AND FROM THE PHASE AREAS AS

NECESSARY; DOOR LOCATIONS TO BE PROPOSED BY

THE CONTRACTOR WITH OWNER APPROVAL. ALL

TEMPORARY DOORS WILL NEED TO BE LOCKED VIA

PADLOCK PROVIDED BY INSTITUTION. AIR SCRUBBER

PORTS WILL ALSO BE INSTALLED IN THE WALL AT

OPPOSITE ENDS, FOR USE DURING THE FLOOR

DEMOLITION.

PHASE 5 (~1,138 SF)

EXISTING CONCRETE SLAB.

18 GA MIN. METAL TRACK, SECURED TO

SLAB. FASTENER TO BE SELECTED BY

CONTRACTOR AND SUBMIT TO OWNER

FOR REVIEW AND APPROBAL. EMBEDDED

MIN. 3/4" PER ESR-2269, 24" MAX. O.C.

INSTALL TEMPORARY ISOLATION

BARRIER AT EDGE OF PHASE 1 ZONE

INSTALL NEW FLOOR UP TO

TEMPORARY ISOLATION BARRIER PER

MANUFACTURER INSTRUCTIONS

PHASE 1PHASE 2

EXISTING CONCRETE SLAB.

18 GA MIN. METAL TRACK, SECURED TO

SLAB. FASTENER TO BE SELECTED BY

CONTRACTOR AND SUBMIT TO OWNER

FOR REVIEW AND APPROBAL. EMBEDDED

MIN. 3/4" PER ESR-2269, 24" MAX. O.C.

INSTALL TEMPORARY ISOLATION

BARRIER AT EDGE OF PHASE 2 ZONE

ON TOP OF FULLY CURED PHASE 1

FLOORING. ONCE PHASE 2 IS FULLY

CURED, REMOVE ISOLATION WALL

AND PATCH PHASE 1 FLOOR AS

NECESSARY WHERE FASTENER

BOLTS WERE LOCATED

FULLY CURED PHASE 1 FLOORING

PHASE 1PHASE 2

INSTALL NEW FLOOR UP TO EDGE OF

PREVIOUS PHASE FLOORING EDGE PER

MANUFACTURER INSTRUCTIONS

SCALE : 1/8" = 1'-0"

0' 4' 8' 16' 24'2'

COPYRIGHT 2025

STEELE ASSOCIATES ARCHITECTS

All rights reserved. Reproduction or use in any form or by any means- graphic, electronic, mechanical, etc.- without written permission of STEELE ASSOCIATES ARCHITECTS is unlawful and subject to criminal prosecution.

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SEE SHEET G002 FOR GENERAL NOTES, LEGENDS, AND ABBREVIATIONS.

SEE TITLE SHEET FOR DRAWING INDEX.

DO NOT SCALE DRAWINGS.

CONTRACTOR / SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS AND

CONDITIONS BEFORE BEGINNING WORK, AND SHALL REPORT TO THE

ARCHITECT ANY ERRORS, INCONSISTENCIES OR OMISSIONS BEFORE

BEGINNING WORK. SEE GENERAL NOTES AND SPECIFICATIONS.

CONTRACTOR / SUBCONTRACTOR TO RELOCATE ALL EQUIPMENT AS NEEDED

IN ORDER TO DEMOLISH AND INSTALL NEW FLOORING. CONTRACTOR /

SUBCONTRACTOR TO COORDINATE WITH OWNER ON WHERE TO RELOCATE

EACH PIECE OF EQUIPMENT DURING DEMOLITION AND WILL SUPPLY

TEMPORARY STORAGE IF NEEDED.

PHASING LEGEND:

REV. DATE DESCRIPTION

1/8" = 1'-0"1 LEVEL 1 - PHASING PLAN

3" = 1'-0"2 ISOLATION BARRIER DETAIL - PHASE 1

3" = 1'-0"3 ISOLATION BARRIER DETAIL - PHASE 2

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STORAGE

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BAKERY

COOLER

MEAT

BULK

FINISH

COOLER

MEAT

THAW

MEAT

FREEZER

VEGETABLE

PREP

SOAP /

CHEM

STORAGE

JAN.

CLERKS

OFFICE

MEAT

PREP

BAKERY

DISHROOM

ASSISTANT

MANAGERS

OFFICE

MANAGERS

OFFICE

BULK DRY

STORAGE

HOT

STORAGE

OFFICE

BULK

COOLER

BULK

FREEZER

VEGETABLE

COOLER

STAFF

CORRIDOR

TOILETS

BREAKROOM

SPECIAL

DIET

KITCHEN

DRY

STORAGECOOLERFREEZER

STAFF

TOILET

STAFF

TOILET

STAFF

LOCKERS

TORTILLA

ROOM

11 11

11 11

22 22

22 22 22 22

22 22

22 22

2222 22

22 22 22

5 5

TYPICAL FOR ALL

ROOMS WITHIN SCOPE

OF WORK AREA

4 4

KITCHEN

GENERAL NOTES:

A.

B.

C.

D.

SEE SHEET G002 FOR GENERAL NOTES, LEGENDS, AND ABBREVIATIONS.

SEE TITLE SHEET FOR DRAWING INDEX.

DO NOT SCALE DRAWINGS.

CONTRACTOR / SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS AND

CONDITIONS BEFORE BEGINNING WORK, AND SHALL REPORT TO THE

ARCHITECT AND OWNER ANY ERRORS, INCONSISTENCIES OR OMISSIONS

BEFORE BEGINNING WORK. SEE GENERAL NOTES AND SPECIFICATIONS.

AREA OF NO NEW WORK

EXISTING TILE TO BE REMOVED

EXISTING CEMENTITIOUS URETHANE

FLOORING TO BE REMOVED

EXISTING CONCRETE FLOOR TO

RECEIVE NEW FINISH

COPYRIGHT 2025

STEELE ASSOCIATES ARCHITECTS

All rights reserved. Reproduction or use in any form or by any means- graphic, electronic, mechanical, etc.- without written permission of STEELE ASSOCIATES ARCHITECTS is unlawful and subject to criminal prosecution.

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1/8" = 1'-0"1 LEVEL 1 - DEMO PLAN

REV. DATE DESCRIPTIONSCALE : 1/8" = 1'-0"

0' 4' 8' 16' 24'2'

KEYED NOTES:

LEGEND:

1 EXISTING CEMENTITIOUS URETHANE FLOORING SYSTEM TO BE REMOVED.

REMOVE FLOORING AND COVE BASE DOWN TO CONCRETE SUBSTRATE. CLEAN

AND PREPARE SUBSTRATE FLOORING AS NEEDED PER MANUFACTURER

INSTRUCTIONS TO RECEIVE NEW FINISH. CONTRACTOR TO VERIFY THAT

AFTER REMOVAL OF EXISTING FLOORING THERE IS A MINIMUM DEPTH OF 3/8"

FROM SUBSTRATE TO TOP OF DESIRED FINISH FLOOR. REFER TO PHASING

PLAN FOR DEMOLITION SEQUENCE

2 EXISTING TILE FLOORING SYSTEM TO BE REMOVED. REMOVE FLOORING AND

WALL BASE DOWN TO CONCRETE SUBSTRATE. CLEAN AND PREPARE

SUBSTRATE FLOORING AS NEEDED PER MANUFACTURER INSTRUCTIONS TO

RECEIVE NEW FINISH. CONTRACTOR TO VERIFY THAT AFTER REMOVAL OF

EXISTING FLOORING THERE IS A MINIMUM DEPTH OF 3/8" FROM SUBSTRATE TO

TOP OF DESIRED FINISH FLOOR. IN ROOMS WITH WALL TILE WAINSCOT,

DEMOLISH WALL TILE DOWN TO SUBSTRATE AND REPAIR/REPLACE

SUBSTRATE AS NEEDED TO RECEIVE NEW FINISH. REFER TO PHASING PLAN

FOR DEMOLITION SEQUENCE

3 EXISTING CONCRETE FLOORING TO REMAIN. CLEAN AND PREPARE

SUBSTRATE FLOORING AS NEEDED PER MANUFACTURER INSTRUCTIONS TO

RECEIVE NEW FINISH. CONTRACTOR TO VERIFY THAT AFTER REMOVAL OF

EXISTING FLOORING THERE IS A MINIMUM DEPTH OF 3/8" FROM SUBSTRATE TO

TOP OF DESIRED FINISH FLOOR

4 EXISTING PLUMBING FIXTURE TO REMAIN

5 EXISTING COLUMN TO REMAIN

6 EXISTING PONY WALL TO HAVE FINISHES REMOVED. REMOVE FINISHES DOWN

TO SUBSTRATE AND REPAIR/REPLACE SUBSTRATE AS NEEDED TO RECEIVE

NEW FINISH

7 PROTECT ALL EXISTING FLOOR DRAINS IN PLACE

8 REMOVE AND SALVAGE ALL PERMANENTLY ATTACHED GUARDRAILS, WALL

BUMPERS, BOLLARDS, FLOOR THRESHOLDS, COOKING EQUIPMENT AND

SHELVING UNITS AS REQUIRED IN ORDER TO DEMOLISH AND INSTALL NEW

FLOORING. RE-INSTALL SALVAGED ITEMS IN-PLACE ONCE NEW FLOOR IS

INSTALLED

9 RELOCATE ANY EQUIPMENT AS NEEDED IN ORDER TO DEMOLISH AND INSTALL

NEW FLOORING. REFER TO PHASING PLAN FOR REMOVAL SEQUENCE. GC TO

COORDINATE WITH OWNER ON WHERE TO RELOCATE EACH PIECE OF

EQUIPMENT DURING DEMOLITION

10 REMOVE AND SALVAGE ALL RESTROOM ACCESSORIES AND PARTITIONS AS

REQUIRED IN ORDER TO DEMOLISH EXISTING WALL TILE AND INSTALL NEW

WALL WAINSCOT. RE-INSTALL SALVAGED ITEMS IN-PLACE ONCE NEW

WAINSCOT IS INSTALLED

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CLEAN

LINEN

BAKE

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BAKERY

HOT

STORAGE

BAKERY

OFFICE

BAKERY

STORAGE

BAKERY

FREEZER

BAKERY

COOLER

MEAT

BULK

FINISH

COOLER

MEAT

THAW

MEAT

FREEZER

VEGETABLE

PREP

SOAP /

CHEM

STORAGE

JAN.

CLERKS

OFFICE

MEAT

PREP

BAKERY

DISHROOM

ASSISTANT

MANAGERS

OFFICE

MANAGERS

OFFICE

BULK DRY

STORAGE

HOT

STORAGE OFFICE

BULK

COOLER

BULK

FREEZER

VEGETABLE

COOLER

STAFF

CORRIDOR

TOILETS

BREAKROOM

SPECIAL

DIET

KITCHEN

DRY

STORAGECOOLERFREEZER

STAFF

TOILET

STAFF

TOILET

STAFF

LOCKERS

TORTILLA

ROOM

RF

TYPICAL FOR ALL

ROOMS WITHIN SCOPE

OF WORK AREA

TYPICAL FOR ALL

ROOMS WITHIN SCOPE

OF WORK AREA

KITCHEN

NEW RESIN FLOORING;

SIKA UCRETE UD 200SRRF

AREA OF NO NEW WORK

EXISTING WALL

SURFACE

FINISH FLOOR. SEE FINISH PLANS

FEATHER TOP EDGE AGAINST WALL

6" HIGH COVE BASE WITH 3/4-1" RADIUS COVE

SCALE : 1/8" = 1'-0"

0' 4' 8' 16' 24'2'

COPYRIGHT 2025

STEELE ASSOCIATES ARCHITECTS

All rights reserved. Reproduction or use in any form or by any means- graphic, electronic, mechanical, etc.- without written permission of STEELE ASSOCIATES ARCHITECTS is unlawful and subject to criminal prosecution.

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1/8" = 1'-0"1 LEVEL 1 - FINISH PLAN

REV. DATE DESCRIPTION

KEYED NOTES:

GENERAL NOTES:

A.

B.

C.

D.

E.

SEE SHEET G002 FOR GENERAL NOTES, LEGENDS, AND ABBREVIATIONS.

SEE TITLE SHEET FOR DRAWING INDEX.

DO NOT SCALE DRAWINGS.

CONTRACTOR / SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS AND

CONDITIONS BEFORE BEGINNING WORK, AND SHALL REPORT TO THE

ARCHITECT AND OWNER ANY ERRORS, INCONSISTENCIES OR OMISSIONS

BEFORE BEGINNING WORK. SEE GENERAL NOTES AND SPECIFICATIONS.

CONTRACTOR / SUBCONTRACTOR TO RELOCATE ALL EQUIPMENT AS NEEDED

IN ORDER TO DEMOLISH AND INSTALL NEW FLOORING. CONTRACTOR /

SUBCONTRACTOR TO COORDINATE WITH OWNER ON WHERE TO RELOCATE

EACH PIECE OF EQUIPMENT DURING DEMOLITION AND WILL SUPPLY

TEMPORARY STORAGE IF NEEDED.

FLOOR FINISH LEGEND:

1 PRIOR TO INSTALL OF NEW FLOORING, CONTRACTOR TO VERIFY EXISTING

CONCRETE SUBSTRATE SLOPES AND FLOAT NEW CONCRETE WHERE NEEDED

IN ORDER TO CREATE LEVEL SURFACE AND DOORWAY TRANSITIONS.

CONTRACTOR TO VERIFY THERE IS A MINIMUM DEPTH OF 3/8" FROM

SUBSTRATE TO TOP OF DESIRED FINISH FLOOR

2 INSTALL NEW FLOORING PER MANUFACTURER INSTRUCTIONS. NEW FLOORING

PRODUCT TO HAVE A MINIMUM 3/8" THICKNESS. INCLUDE 6" MINIMUM

INTEGRAL COVE BASE THROUGHOUT. REFER TO PHASING PLAN FOR

INSTALLATION SEQUENCE

3 IN RESTROOMS, INSTALL NEW WAINSCOT UP TO 48" ABOVE FINISH FLOOR.

FINISH TO BE SIKAGARD DESCOGLAS RM FIBERGLASS MAT REINFORCED WALL

SYSTEM. INSTALL PER MANUFACTURER INSTRUCTIONS. RE-INSTALL ALL

SALVAGED RESTROOM ACCESSORIES AND PARTITIONS IN ORIGINAL

LOCATIONS

4 EXISTING PONY WALL TO RECEIVE NEW FINISH WITH STAINLESS STEEL CAP.

FINISH TO BE SIKAGARD DESCOGLAS RM FIBERGLASS MAT REINFORCED WALL

SYSTEM. INSTALL PER MANUFACTURER INSTRUCTIONS. STAINLESS STEEL CAP

TO HAVE BULL NOSE CORNERS/ROUNDED EDGES

5 IN ROOMS WITH EXISTING FLOOR DRAINS, SLOPE ADJACENT FLOORING DOWN

TOWARDS DRAIN. CREATE A MAXIMUM 2% SLOPE. ENSURE DRAIN PERIMETER

HAS PROPER SEALANT INSTALLED PER FLOORING MANUFACTURER

INSTRUCTIONS

6 RE-INSTALL ALL GUARDRAILS, WALL BUMPERS, BOLLARDS, FLOOR

THRESHOLDS, AND COOKING EQUIPMENT IN ORIGINAL LOCATIONS

7 AT ALL DOOR THRESHOLD TRANSITIONS TO EXISTING FLOORING, FEATHER

NEW FLOORING AS NEEDED TO BE LEVEL WITH ADJACENT EXISTING FLOORING

AND INSTALL THRESHOLD TRANSITION STRIP WHERE NECESSARY.

6" = 1'-0"2 BASE - 6" INTEGRAL COVE