S-DASOBO-00016020-Attach-C-Drawings.pdf

VICINITY MAP

PROJECT SITE

PROJECT CONTACTS

OREGON YOUTH AUTHORITY

530 CENTER ST NE, STe. 500

SALEM, OR 97301

TEL: (971) 719-6580

ATTN: ANDRE BILLINGSLEY, FACILITY MANAGER

EMAIL: ANDRE.L.BILLINGSLEY@OYA.OREGON.GOV

CLARK/KJOS ARCHITECTS

421 SW SIXTH AVE. SUITE 1300

PORTLAND, OR 97204

TEL: (503) 206-3825

ATTN: WILLIAM SLOMAN, PROJECT MANAGER

EMAIL: WILLSLOMAN@CKARCH.COM

OWNER:

ARCHITECT:

LEWIS & VAN VLEET, INC.

18660 SW BOONES FERRY RD.

TUALTIN, OR 97062

TEL: (503) 885-8605

ATTN: LANCE CERNY, PE

EMAIL: LANCEC@LVVI.COM

SAZAN GROUP

111 SW 5TH AVE., SUITE 3210

PORTLAND, OR 97204

TEL: (503) 416-2400

ATTN: CHRIS LARSON, PE

EMAIL: CLARSON@SAZAN.COM

STRUCTURAL:

MEP:

DIMENSION TO FACE OF

FRAMING, FACE OF

CONCRETE, GRID

LINE, OR AS NOTED.

CLEAR DIMENSION TO

FINISH FACE OR AS NOTED

SURFACE SLOPE

NORTH ARROW

PROJECT NORTH (SEE CIVIL

FOR TRUE NORTH)

DRAWING REVISION

NEW SPOT ELEV

WINDOW TYPE -

REF WINDOW SCH

DOOR TAG

WINDOW TAG

CALLOUT

DRAWING NUMBER

DRAWING NUMBER

EXTERIOR ELEVATION

DOOR NUMBER -

REF DOOR SCH

SHEET NUMBER

EXISTING SPOT ELEV

ELEVATION TAG

KEYNOTE

BUILDING SECTION

WALL SECTION

SHEET NUMBER

ROOM TAG

(E) 98.75'

INTERIOR ELEVATION

1 1/4"

1 1/4"

DRAWING NUMBER

SHEET NUMBER

98.75'

ROOM NUMBER

1/4:12

SLOPE

SYMBOLS AND FILL PATTERNS

EARTH

GRAVEL

ASPHALT

METAL - STEEL

MASONRY - CONCRETE BLOCK

WOOD - FINISH

*WOOD - CONTINUOUS

INSULATION - BATT

INSULATION - RIGID

INSULATION - ACOUSTICAL

WOOD - PLYWOOD

GYPSUM BOARD

GLASS

WOOD - PARTICLE BOARD

METAL - ALUMINUM

CONCRETE

MASONRY - BRICK

SAND

*WOOD - BLOCKING

INSULATION - SEMI RIGID

A3.00

A3.00

FINISH TAG

WALL TAG

CEILING HEIGHT ABOVE

FINISHED FLOOR- ALL

CEILINGS 9'-0" UNLESS

OTHERWISE NOTED.

CEILING MATERIAL

CEILING TAG

A-1

A3AX

WALL ASSEMBLY

STUD SIZE

MODIFIER

W1

A1.01

Room Name

150 SF

Name Elevation

ACT-1

9'-0"

A1.01

A7.01

PROJECT DESCRIPTION

THIS PROJECT CONSISTS OF THE RENOVATION OF 2,985 SF AND EXPANSION OF 1,865 SF FOR THE INFIRMARY AT OREGON YOUTH AUTHORITY’S MACLAREN FACILITY. THE RENOVATION WILL INCLUDE EXPANDING THE MEDICAL LAB, A SECURITY STATION, MED ROOM AND SUPPLY, AND A RECEIVING/STORAGE AREA. THE EXPANSION WILL INCLUDE FOUR PATIENT ROOMS, A SHARED DAY ROOM, A NEW NURSE STATION, TWO SUPERVISOR OFFICES, AND A MEETING ROOM. AFTER MOVING THE EXISTING MED ROOM, THE WALLS WILL BE REMOVED FOR AN ENLARGED

GENERAL STORAGE ROOM.

TYLER P CARLSON

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PORTLAND, OREGON

R

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PROJECT NO.:

ISSUE DATE:

REVISIONS:

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GEN. NOTES, SYMBOL,

ABBRE. & FINISH CODE

06.27.2025

G0.01

C O

N

ST

R U

C

TI

O N

D O

C U

M

EN

TS

25015

M ac

L A

R E

N

IN

F

IR

M A

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P

H A

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A C

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A T

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2630 N PACIFIC HWY. WOODBURN, OR 97071

MacLAREN INFIRMARY & PHARMACY RENOVATION

OREGON YOUTH AUTHORITY

CONSTRUCTION DOCUMENTS

GENERAL

G0.01 GEN. NOTES, SYMBOL, ABBRE. & FINISH CODE

G1.01 FIRE AND LIFE SAFETY

G1.02 SITE PLAN

G2.01 PARTITION, WALL AND ROOF ASSEMBLIES

G2.02 PARTITION DETAILS

ARCHITECTURAL

A1.01 ARCHITECTURAL SITE PLAN

A2.01 FLOOR PLAN - LEVEL 1

A2.02 ROOF PLAN

A2.11 ENLARGED PLAN - PATIENT AREA

A2.12 ENLARGED PLAN - STORAGE AREA

A2.21 ENLARGED PLANS

A2.51 ENLARGED FINISH PLAN- PATIENT AREA

A2.52 ENLARGED FINISH PLAN - STORAGE AREA

A3.11 ENLARGED RCP - PATIENT AREA

A3.12 ENLARGED RCP - STORAGE AREA

A4.01 EXTERIOR ELEVATIONS

A4.21 BUILDING SECTIONS

A4.31 WALL SECTIONS

A5.01 INTERIOR ELEVATIONS

A5.02 INTERIOR ELEVATIONS

A5.03 INTERIOR ELEVATIONS

A6.01 EXTERIOR DETAILS- WINDOW, STOREFRONT

A6.02 EXTERIOR DETAILS- ROOF DETAILS

A6.03 EXTERIOR DETAILS

A6.04 EXTERIOR DETAILS

A6.05 EXTERIOR DETAILS

A7.01 INTERIOR DETAILS - CASEWORK

A7.02 INTERIOR DETAIL

A8.01 DOOR SCHEDULE & WINDOW TYPES

STRUCTURAL

S1.00 STRUCTURAL NOTES

S1.01 FDN. PLAN - LEVEL 1

S1.02 FOUNDATION DETAILS

S1.03 FOUNDATION DETAILS

S2.01 ROOF FRMG PLAN - LEVEL 1

S2.02 ROOF FRMG. DETAILS

S2.03 ROOF FRMG. DETAILS

S2.04 ROOF FRMG. DETAILS

MECHANICAL

M0.00 GENERAL NOTES, ABBREVIATIONS AND SHEET INDEX

M0.01 MECHANICAL LEGEND

M2.00 MECHANICAL SCHEDULE

MD1.01 MECHANICAL DEMOLITION - FIRST FLOOR PLAN - OVERALL

MD1.02 MECHANICAL DEMOLITION - ROOF PLAN - OVERALL

M3.01 MECHANICAL HVAC - FIRST FLOOR PLAN - OVERALL

M3.02 MECHANICAL - ROOF PLAN - OVERALL

M3.11 MECHANICAL HVAC - FIRST FLOOR PLAN - PATIENT AREA

M3.12 MECHANICAL HVAC - FIRST FLOOR PLAN - STORAGE AREA

M4.01 MECHANICAL PIPING - FIRST FLOOR PLAN - OVERALL

M4.11 MECHANICAL PIPING - ROOF PLAN - OVERALL

M5.01 MECHANICAL ENLARGED PLANS - PHASE 1

M6.00 MECHANICAL DIAGRAMS

M7.00 MECHANICAL DETAILS

PLUMBING

P0.00 GENERAL NOTES, ABBREVIATIONS AND SHEET INDEX

P2.00 PLUMBING SCHEDULES

PD1.11 PLUMBING DEMOLITION - FIRST FLOOR PLAN - PATIENT AREA

PD1.12 PLUMBING DEMOLITION - FIRST FLOOR PLAN - STORAGE AREA

P3.01 PLUMBING WASTE & VENT - UNDERGROUND PLAN - PATEINT AREA

P3.02 PLUMBING WASTE & VENT - UNDERGROUND PLAN - STORAGE AREA

P3.11 PLUMBING WASTE & VENT - FIRST FLOOR PLAN - PATINET AREA

P3.12 PLUMBING WASTE & VENT - FIRST FLOOR PLAN - STORAGE AREA

P4.11 PLUMBING DOMESTIC WATER - FIRST FLOOR PLAN - PATEINT AREA

P4.12 PLUMBING DOMESTIC WATER - FIRST FLOOR PLAN - PATIENT AREA

P7.00 PLUMBING DETAILS

ELECTRICAL

E0.00 GENERAL NOTES, ABBREVIATIONS AND SHEET INDEX

E0.01 ELECTRICAL LEGEND

E0.02 ELECTRICAL LIGHTING SCHEDULES

E0.03 ELECTRICAL EQUIPMENT SCHEDULE

ED1.00 ELECTRICAL DEMOLITION - SITE PLAN

ED1.01 ELECTRICAL DEMOLITION - FIRST FLOOR PLAN - OVERALL

ED3.00 ELECTRICAL DEMOLITION - LIGHTING PLAN - OVERALL

ED4.11 ELECTRICAL DEMOLITION - FIRST FLOOR PLAN - PATIENT AREA

ED4.12 ELECTRICAL DEMOLITION - FIRST FLOOR PLAN - STORAGE AREA

ED4.13 ELECTRICAL DEMOLITION - ROOF PLAN - OVERALL

E1.00 ELECTRICAL - SITE PLAN

E3.01 ELECTRICAL LIGHTING - FIRST FLOOR PLAN - OVERALL

E3.11 ELECTRICAL LIGHTING - FIRST FLOOR PLAN - PATIENT AREA

E3.12 ELECTRICAL LIGHTING - FIRST FLOOR PLAN - STORAGE AREA

E4.01 ELECTRICAL POWER - FIRST FLOOR PLAN - OVERALL

E4.02 ELECTRICAL POWER - ROOF PLAN - OVERALL

E4.11 ELECTRICAL POWER - FIRST FLOOR PLAN - PATIENT AREA

E4.12 ELECTRICAL POWER - FIRST FLOOR PLAN - STORAGE AREA

E4.13 ELECTRICAL POWER - ROOF PLAN - PATIENT AREA

E4.14 ELECTRICAL POWER - ROOF PLAN - STORAGE AREA

E6.00 ELECTRICAL ONE-LINE DIAGRAM

E8.00 ELECTRICAL PANEL SCHEDULES

TELECOM

T0.00 SYSTEMS GENERAL NOTES AND LEGEND

T3.01 SYSTEMS - FIRST FLOOR PLAN - OVERALL

T3.11 SYSTEMS - FIRST FLOOR PLAN - PATIENT AREA

T3.12 SYSTEMS - FIRST FLOOR PLAN - STORAGE AREA

T7.00 SYSTEMS DETAILS

Ø DIAMETER

┴ PERPENDICULAR

A/C AIR CONDITIONING

AB ANCHOR BOLT

ACC ACCESSIBLE

ACT ACOUSTICAL TILE

ADD ADDENDUM

AFF ABOVE FINISH FLOOR

AL ALUMINUM

ALT ALTERNATE

ANOD ANODIZED

AP ACCESS PANEL

ARCH ARCHITECT(URAL)

AUTO AUTOMATIC

B.O. BOTTOM OF

BATT BATT INSULATION

BIT BITUMINUS

BLDG BUILDING

BM BENCH MARK

BOL BOLLARD

BP BUILDING PAPER

CCTV CLOSED CIRCUIT TV

CF CUBIC FOOT

CFCI CONTRACTOR FURNISHED,

CONTRACTOR INSTALLED

CG CORNER GUARD

CJ CONTROL JOINT

CLG CEILING

CLR CLEAR(ANCE)

CMU CONCRETE MASONRY UNIT

COL COLUMN

CONC CONCRETE

CONST CONSTRUCTION

CONT CONTINUOUS, CONTINUE

CT CERAMIC TILE

CTR CENTER

DA DOUBLE ACTING

DEMO DEMOLISH/DEMOLITION

DEP DEPRESSED

DF DRINKING FOUNTAIN

DIA DIAMETER

DIAG DIAGONAL

DIM DIMENSION

DISP DISPENSER

DIV DIVISION

DMT DEMOUNTABLE

DN DOWN

DP DAMPPROOFING

DR DOOR

DS DOWNSPOUT

DTL DETAIL

DW DISHWASHER

DWG DRAWING(S)

DWR DRAWER

(E) EXISTING

E EAST

EA EACH

EJT EXPANSION JOINT

EL ELEVATION

ELEC ELECTRIC(AL)

EMER EMERGENCY

EP ELECTRICAL PANEL

EQ EQUAL

EQUIP EQUIPMENT

EXH EXHAUST

EXP EXPANSION

EXP EXPOSED

EXT EXTERIOR

ABBREVIATIONS

DEMOLITION

D0.01 DEMO SITE PLAN

D1.01 DEMO PLAN- LEVEL 1

EQUIPMENT (for reference only)

Q2.11 ENLARGED EQUIPMENT PLAN - PATIENT AREA

Q2.12 ENLARGED EQUIPMENT PLAN - STORAGE AREA

DRAWING INDEX

DELEGATED DESIGN

DELEGATED DESIGN EFFORTS ARE AS FOLLOWS AND

AS INDICATED IN DRAWINGS:

• FIRE ALARM

• FIRE SPRINKLER SYSTEM

DEFERRED SUBMITTALS

1 County Comments 08/19/2025

CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS PRIOR TO PROCEEDING WITH THE WORK.

DO NOT SCALE DRAWINGS. NOTIFY THE ARCHITECT OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH THE WORK.

CONTRACTOR IS RESPONSIBLE FOR VERIFICATION AND COORDINATION OF SUBCONTRACTOR'S WORK, COMPLIANCE WITH THE DRAWINGS AND SPECIFICATIONS, ACCURATE LOCATION OF STRUCTURAL MEMBERS, AND OPENINGS FOR MECHANICAL, ELECTRICAL, AND

MISCELLANEOUS EQUIPMENT.

CONTRACTOR SHALL VERIFY DIMENSIONS AND CLEARANCES FROM MANUFACTURER PRIOR TO THE CONSTRUCTION AND INSTALLATION

OF ALL EQUIPMENT, FURNISHINGS, AND ACCESSORIES.

CONTRACTOR IS RESPONSIBLE FOR THE COMPLETE SECURITY OF THE SITE DURING CONSTRUCTION AND UNTIL PROJECT COMPLETION.

PROVIDE BACKING, BLOCKING, OR STRAPPING AS REQUIRED FOR GRAB BARS, SHELVING, EQUIPMENT, HANDRAILS, ACCESSORIES, AND

CABINETS.

COORDINATE LOCATIONS OF IN-WALL ITEMS TO AVOID BACK TO BACK INSTALLATION.

ALL SAFETY GLAZING SHALL BE PERMANENTLY LABELED WITH THE MANUFACTURER'S NAME AND TEST APPROVAL INFORMATION.

REF. STRUCTURAL FOR REQUIRED SPECIAL INSPECTIONS.

REF. MECHANICAL AND ELECTRICAL DRAWINGS FOR ADDITIONAL ELECTRICAL AND EQUIPMENT INFORMATION.

UNLESS OTHERWISE NOTED, ALL MATERIAL AND DESIGN SPECIFICATIONS CITED HEREIN SHALL CONFORM TO THE MOST RECENT

BUILDING CODE FOR THE AUTHORITY HAVING JURISDICTION.

THESE ARCHITECTURAL NOTES ARE A SUPPLEMENT TO THE PROJECT SPECIFICATIONS. ANY DISCREPANCY FOUND AMONG THE DRAWINGS, SPECIFICATIONS, THESE NOTES, AND ANY SITE CONDITIONS SHALL BE REPORTED IN A TIMELY MANNER AND IN WRITING TO THE ARCHITECT WHO SHALL CLARIFY ANY DISCREPANCY IN WRITING. ANY WORK DONE BY THE CONTRACTOR AFTER DISCOVERY OF

SUCH DISCREPANCY SHALL BE DONE AT THE CONTRACTOR'S RISK.

CONTRACTOR SHALL VERIFY AND COORDINATE THE DIMENSIONS SHOWN ON DRAWINGS PRIOR TO PROCEEDING WITH ANY WORK OR

FABRICATION.

THE ARCHITECTURAL DRAWINGS REPRESENT THE DESIGN INTENT AND ARE NOT INTENDED TO INDICATE THE MEANS AND METHOD OF CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCING, AND

SAFETY REQUIRED FOR THIS PROJECT.

ALL FEATURES OF CONSTRUCTION NOT FULLY SHOWN SHALL BE THE SAME TYPE AND CHARACTER AS SHOWN FOR SIMILAR CONDITIONS

SUBJECT TO REVIEW BY THE ARCHITECT.

ALL PRODUCTS AND MATERIALS BEING PROVIDED BY THE CONTRACTOR SHALL BE APPLIED, PLACED, ERECTED, OR INSTALLED IN STRICT

ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS AND RECOMMENDATIONS.

THESE DOCUMENTS CONTAIN NOTES THAT MAY APPLY GENERALLY TO ALL DESIGN ELEMENTS, SPECIFICALLY TO ONE SHEET, OR SPECIFICALLY TO ONE OR MORE DESIGN ELEMENTS. THE NOTES ARE NOT MERE GUIDELINES, THEY ARE PART AND PARCEL OF THE DESIGN. ANY WORK THAT IS PERFORMED THAT IS NOT IN COMPLIANCE WITH THE NOTES IS NOT IN COMPLIANCE WITH THE DESIGN AND IS SUBJECT TO REJECTION. ANY ALTERATION, MODIFICATION, DELETION, OR ADDITION TO THE NOTES BY WRITING, ACT OR FAILURE TO ACT, SHALL BE CARRIED OUT ONLY WITH THE PRIOR EXPRESS WRITTEN CONSENT AND APPROVAL OF THE ARCHITECT.

CONTRACTOR TO MAINTAIN WEATHER TIGHT FACILITY AT ALL TIMES.

WHERE MATERIALS ARE STORED ON SITE PRIOR TO INSTALLATION, CONTRACTOR SHALL PROTECT THOSE MATERIALS FROM WEATHER

DAMAGE.

CONTRACTOR SHALL WORK WITH FACILITIES TO ENSURE WORKSITE SECURITY AT ALL TIMES.

GENERAL NOTES

F.O. FACE OF

FA FIRE ALARM

FAF FLUID APPLIED FLOORING

FD FLOOR DRAIN, FIRE DAMPER

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FF FINISH FLOOR

FGL FIBERGLASS

FHC FIRE HOSE CABINET

FIN FINISH(ED)

FLOUR FLOURESCENT

FLR FLOOR(ING)

FND FOUNDATION

FP FIREPROOFING

FRP FIBER-REINFORCED PLASTIC

FT FIRE TREATED

FTG FOOTING

GA GAUGE

GALV GALVANIZED

GB GRAB BAR

GL GLASS, GLAZING

GWB GYPSUM WALL BOARD

GYP GYPSUM

GYP BD GYPSUM BOARD

HB HOSE BIBB

HC HOLLOW CORE

HDR HEADER

HDW HARDWARE

HM HOLLOW METAL

HOR HORIZONTAL

HR HOUR

HT HEIGHT

HTG HEATING

HVAC HEATING, VENTILATING, AIR

CONDITIONING

HWD HARDWOOD

ID INSIDE DIAMETER

INS INSULATE(D), INSULATION

INT INTERIOR

JAN JANITOR

JT JOINT

LAM LAMINATE(D)

LAV LAVATORY

LH LEFT HAND

LW LIGHTWEIGHT

MAX MAXIMUM

MECH MECHANICAL

MFR MANUFACTURE(R)

MGR MANAGER

MH MANHOLE

MIN MINIMUM

MISC MISCELLANEOUS

MO MASONRY OPENING

MOD MODULAR

MP METAL PANEL

MRGB MOISTURE RESISTANT GYPSUM

WALL BOARD

MTL METAL

N NORTH

NIC NOT IN CONTRACT

NOM NOMINAL

NTS NOT TO SCALE

OC ON CENTER(S)

OD OUTSIDE DIAMETER

OFCI OWNER FURNISHED,

CONTRACTOR INSTALLED

OFOI OWNER FURNISHED, OWNER

INSTALLED

OH OVERHEAD

OPP OPPOSITE

P PAINT(ED)

PERF PERFORATE(D)

PLAM PLASTIC LAMINATE

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT PRESSURE TREATED

PTD PAPER TOWEL DISPENSER

PTN PARTITION

PWD PLYWOOD

QT QUARRY TILE

RA RETURN AIR

RAD RADIUS

RD ROOF DRAIN

REF REFRIGERATOR

REQ REQUIRED

REV REVISION(S), REVISED

RH RIGHT HAND

RM ROOM

RO ROUGH OPENING

RV REVERSE

S SOUTH

SAM SELF ADHERED MEMBRANE

SC SOLID CORE

SCHED SCHEDULE

SEC SECTION

SFRM SPRAY-APPLIED FIRE RESISTIVE

MATERIAL

SIM SIMILAR

SPEC SPECIFICATION(S)

SQ SQUARE

STD STANDARD

STL STEEL

STR STRUCTURAL

SUPP SUPPLEMENT, SUPPLY

SV SHEET VINYL

T&G TONGUE AND GROOVE

TB TOWEL BAR

TEL TELEPHONE

TEMP TEMPERED

TKBD TACKBOARD

TO TOP OF

TOC TOP OF CURB OR CONCRETE

TOF TOP OF FRAMING

TOW TOP OF WALL

TS TUBE STEEL

TV TELEVISION

TYP TYPICAL

UNO UNLESS NOTED OTHERWISE

VB VAPOR BARRIER

VCT VINYL COMPOSITION TILE

VERT VERTICAL

VG VERTICAL GRAIN

W WEST

W/ WITH

W/O WITHOUT

WC WATER CLOSET

WD WOOD

WH WATER HEATER

WP WATERPROOF(ING)

WRB WEATHER RESISTIVE BARRIER

WS WATERSTOP

WWF WELDED WIRE FABRIC

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

13.

14.

15.

16.

17.

18.

19.

20.

UP

LEGEND

SECURITY SEPARATION

3 HOUR WALL

SMOKE BARRIER

SMOKE PARTITION

NEW EXIT SIGN, ARROW(S) INDICATES

DIRECTION (IF SHOWN)

KEY LOCKED SECURITY GATE

CHAINLINK FENCE AND GATE

OCCUPANT EXIT LOAD

EGRESS TOTAL PATH OF TRAVEL DISTANCE

FIRE EXTINGUISHER

NOT AN EXIT

SEC LK

XX

X'-X"

FE

NE

BB

CC

2 3 4

159' - 9"

NE

NE

COURTYARD

RECEIVING /

STORAGE

MED LAB

SECURITY

MED SUPPLY

MED ROOM

NURSE

STATION

MEETING

ROOM

NURSE

SUPERVISOR

NURSE

SUPERVISOR

PATIENT

ROOM/AII

PATIENT

ROOM

SHOWER

ROOM

PATIENT

ROOM

PATIENT

ROOM

DAY ROOM

CIRCULATION

DENTAL LAB

VAC STORE

DENTAL

OFFICE

OPERATORY

OFFICE /

EXAM ROOM

SHARED

OFFICE

PSYCH

OFFICE

NURSE

SUPER /

EXAM ROOM

JANITOR

CLOSET

YTH TLT

EXAM ROOMMED SUPPLY

PSYCH

OFFICE

PSYCH

OFFICE

PSYCH

OFFICE

PSYCH

OFFICE

SHARED

OFFICE

YTH TLT

EXAM ROOM

LOCKERS

BREAK

ROOM

STF TLTSTF TLT

HALLWAY

HALLWAY

GENERAL

STORAGE

KIT

COURTYARD

VESTIBULE

DENTAL VAC

YOUTH

WAITING

ELEC. CLOSET

AREA OF WORK

53.52.3 2.8

AA

A.6A.6

9'

9"

FE

FE

FE

DD

0 4.63.90.9 1.5

AREA OF WORK

6 7

AREA OF WORK

NEW 3-HR FIRE

SEPARATION

1,201 SF

SLEEPING AREA

B

120 SF / OCC

10 OCC

7,187 SF

OUTPATIENT

B

100 SF / OCC

72 OCC

COURTYARD

744 SF

GEN. STORAGE

S1

300 SF / OCC

3 OCC

RECEIVING

/ STORAGE

MED LAB

SECURITY

MED

SUPPLY

MED ROOM

NURSE

STATION

MEETING

ROOM

NURSE

SUPERVISOR

NURSE

SUPERVISOR

PATIENT

ROOM/AII

PATIENT

ROOM

SHOWER

ROOM

PATIENT

ROOM

PATIENT

ROOM

DAY ROOM

CIRCULATION

DENTAL

LAB

VAC

STORE

DENTAL

OFFICE

OPERATORY

OFFICE /

EXAM

ROOM

SHARED

OFFICE

PSYCH

OFFICE

NURSE

SUPER /

EXAM

ROOM

JANITOR

CLOSET

YTH TLT

EXAM

ROOM

MED

SUPPLY

PSYCH

OFFICEPSYCH

OFFICE

PSYCH

OFFICEPSYCH

OFFICE

SHARED

OFFICEYTH TLT

EXAM

ROOM

LOCKERS

BREAK

ROOM

STF TLTSTF TLT

HALLWAY

HALLWAY

GENERAL

STORAGE

KIT

COURTYARD

VESTIBULE

DENTAL

VAC

YOUTH

WAITING

ELEC.

CLOSET

1,604 SF

TRANSPORTATION

OFFICE

B

150 SF / OCC

11 OCC

AREA OF WORK

B - OCCUPANCY - 10,333 SF - 91%

LEGEND - OCCUPANCY

S-1 - OCCUPANCY - 980 SF - 8.7%

OCC. B - [36,000 + (9,000 * .5) ] = 40,500, SF

TOTAL ALLOWABLE 40,500 SF

AT COUNTERTOPS

AT COUNTERTOPS

AT WALL-MOUNT

EQUIPMENT

TOP OF WALL PHONES

PULL STATION

(TOP OF BOX)

HORN /S STROBE

(BOTTOM OF BOX)

AT ALL OTHER

LOCATIONS (INCLUDING

OPEN WORK COUNTERS)

ONE URINAL

MINIMUM AT ADA

HEIGHT

ADDITIONAL

URINALS TO BE

MOUNTED AT

TALLER HEIGHT

MR

PROVIDE ADDITIONAL

WALL FINISH BEHIND

MIRROR FOR A FLUSH

MOUNTING SURFACE

M

AX

1'

- 5

1'

- 1

1"

3' - 0" MIN

2'

- 1

0"

7'

- 5

3'

- 8

1'

- 6

4'

- 0

16"-18" (M

AX

2'

- 1

0"CL

EA

RA

NC

E

" M

IN

KN

EE

SD

W / L

AV

AT

OR

Y

3'

- 4

" M

AX

6'

- 8

4'

- 0

1'

- 6

"3'

- 8

3' - 0"

"-1

9" 3'

- 4

"TPD

1' - 0" MAX

3' - 6" MIN

2'

- 1

0"

1'

- 6

3'

- 3

3' - 3" -41"

OF TP

7"-9" TO

CENTER

CONTROLS MUST BE

WITHIN THIS AREA & 15"

(MAX) LEFT OR RIGHT OF

CENTER LINE OF SEAT.1' - 6"

3'

- 2

4'

- 0

M

AX

2'

- 3

M

AX

3'

- 0

" 4'

- 0

4'

- 2

AUTO DOOR OPENER

CARD READER

M

AX

2'

- 1

0"

M

IN

2'

- 3

TYP 40" TO CONTROLS AND

DISPENSER OPENING (MAX. 48"

FRONT REACH AND 48" SIDE

REACH)

ACCESSIBLE

NON-ACCESSIBLE

PROVIDE ADDITIONAL WALL

FINISH BEHIND PTD FOR A

FLUSH MOUNTING SURFACE

PTD

5'

- 4

4'

- 0

NOTES:

1) ALL DIMENSIONS ARE TYPICAL UNLESS NOTED OTHERWISE ON INTERIOR ELEVATIONS.

2) WALL MOUNTED ACCESSORIES SHALL NOT PROJECT MORE THAN 4" FROM FACE OF WALL WHEN LOCATED BELOW 6'-8".

3) NON USED ITEMS ARE HALFTONE

7'

- 0

(T

YP

1'

- 1 0"

4'

- 4

EXTINGUISHER

HANDLE

3'

- 4

A URINAL (RIM HEIGHT) B WATER CLOSET (SEAT HEIGHT) C SIDE GRAB BAR (TO CENTER) D REAR GRAB BAR (TO CENTER) E TOILET PAPER DISP. F LAVATORY G SOAP DISPENSER H MIRROR

J PAPER TOWEL DISP. K COAT HOOK L SHOWER (REF. BENCH LOCATION) M ELECT. OUTLETS

(CENTER OF BOX) N LIGHT SWITCHES

(TOP OF BOX) O TELE / DATA CONN.

(CENTER OF BOX) P FIRE ALARM DEVICES

R VANITY LIGHT FIXTURE

(CENTER OF BOX) S FIRE EXTINGUISHER CABINET T ADA DRINKING FOUNTAIN U DOOR ACCESSORIES

(TOP OF BOX) V SIGNAGE

(CENTER OF BOX) W BABY CHANGING STATION

PULL CORDS & BUTTONS

(CENTER OF BOX)

STAFF STATIONS

(TOP OF BOX)

DOME LIGHTS

(CENTER OF BOX)

8'

- 0

4'

- 0

Q NURSE CALL

SCD

3'

- 4

8"

I SEAT COVER DISP.

MIN

1' - 0"

1' - 0"

W /O

LA

VA

TO

RY

2'

- 1

1" M

AX

MR

STANDING = 38"-43"

1'

- 5

3'

- 2

" 3'

- 1

0"

5'

- 0

THERMOSTAT

LIGHT SWITCH

DOOR LEVER

DUPLEX, PHONE, AND

DATA OUTLERS TO BE

LOCATED 17" AFF. U.N.O.

NOTE:

CONTRACTOR TO VERIFY

ALL DIMENSIONS AT SITE

EQ

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5"

9"

" M

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OF

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OP

LI

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" M

IN

. B

AS

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OF

LO

W

EE

ST

LI

NE

A.D.A. SIGNAGE

1' - 0"

RISK PROFILE FOR SPACES

HIGH RISK - YOUTH LEFT UNATTENDED

MODERATE RISK - YOUTH UNRESTRANINED

BUT ATTENDED

LOW RISK - STAFF ONLY ACCESS

(VIA PHYSICAL SECURITY LIKE DOOR LOCKING)

TYLER P CARLSON

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PORTLAND, OREGON

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FIRE AND LIFE SAFETY

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GENERAL NOTES: FIRE & LIFE SAFETY

1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THAT ALL

TRADES ARE THOROUGHLY FAMILIAR AND COMPLY WITH THE

REQUIREMENTS LISTED IN THE "FIRE AND LIFE SAFETY STANDARDS"

(FLSS)

2. ALL RATED ASSEMBLIES SHALL BE CONSTRUCTED TO PREVENT THE

MOVEMENT OF FLAME OR GASSES PER CODE

3. INSTALL RATED ENCLOSURES FOR ALL RECESSED ITEMS IN RATED

WALLS PER CODE. SEE ARCHITECTURAL DETAILS.

4. ALL PENETRATIONS THROUGH RATED ASSEMBLIES IN AREA OF WORK

SHALL BE FIRESTOPPED OR SEALED PER CODE.

5. THE CONTRACTOR SHALL FIELD VERIFY THE CONDITION OF THE

EXISTING FLSS SYSTEMS IN THE AREAS OF WORK THAT MAY REQUIRE

UPDATING. AREAS INCLUDE (BUT ARE NOT LIMITED TO) THE

FOLLOWING:

A. CONTRACTOR TO VERIFY THAT ALL EXISTING PENETRATIONS OF

RATED ASSEMBLIES WHICH ARE EXPOSED TO VIEW DURING

CONSTRUCTION ARE COMPLIANT WITH CODE REQUIREMENTS.

B. CONTRACTOR TO EXTEND ANY EXISTING WALL (WITHIN THE AREA OF

WORK) TO STRUCTURE WHICH IS REQUIRED BY FLSS BUT DOES NOT

PRESENTLY EXIST.

C. CONTRACTOR TO VERIFY THAT ALL DUCTWORK PENETRATIONS

THROUGH RATED ASSEMBLIES ARE EQUIPPED WITH FIRE AND/ OR

SMOKE DAMPERS AS REQUIRED BY CODE.

D. VERIFY THAT THE FIRE ALARM, EMERGENCY LIGHTING, AND

EMERGENCY POWER IN THE AREA OF WORK CONFORMS TO THE FLSS

"ELECTRICAL STANDARDS" SECTION FOR THE OCCUPANCY TYPE

INDICATED ON THE FLS PLANS

6. REFER ELECTRICAL FOR EXIT SIGN LOCATIONS

7. ALL EMERGENCY EXIST HARDWARE ARE DELAYED EGRESS.

CODE SUMMARY

PROJECT NAME: MacLaren Infirmary & Pharmacy Renovation

ADDRESS: 2630 N PACIFIC HWY. WOODBURN, OR

97071

OWNER: OREGON YOUTH AUTHORITY

CODES: 2022 OSSC

NFPA 101-CHAPTER 38

OCCUPANCY: B

OCCUPANCY: UNIT HOUSE A MAXIMUM OF 4 DETAINEES

FOR MEDICAL OBSEVATION ONLY FOR

LESS THAN 48 HRS.

NUMBER OF STORIES: ONE

CONSTRUCTION TYPE: V-B

FIRE PROTECTION: FULLY SPRINKLERED

FIRE ALARM SYSTEM: YES

ALLOWABLE SQUARE FOOTAGE: (TABLE 506.2)

TOTAL AREA OF NEW BUILDING: 11,083 SF

TOTAL AREA ALLOWED: 40,500 SF

INFIRMARY SQUARE FOOTAGE: 9,052 SF

RENOVATION SQUARE FOOTAGE: 2,985 SF

ADDITION SQUARE FOOTAGE: 1,865 SF

FIRE SEPARATION DISTANCE: (602) ≥30'-0"

MAXIMUM AREA OF EXTERIOR WALL

OPENINGS (705.8):

≥30'-0"

UNPROTECTED, SPRINKLERED

UNLIMITED

OCCUPANT LOAD: (1004.5) 1/120 SF, SLEEPING AREAS

1/100 SF, OUTPATIENT AREAS

1/300 SF, STORAGE AREAS

MAX. COMMON PATH OF TRAVEL

(1006.2.1): 75 FT

MAX. TRAVEL DISTANCE (1017.2.1): 200 FT

FIRE RESISTIVE RATINGS: (TABLE NO. 601, 705.5 OF THE I.B.C.)

BUILDING ELEMENT (>10'

SEPARATION)

TYPE V-B

STRUCTURAL FRAME 0 HOUR

BEARING WALLS

EXTERIOR 0 HOUR

INTERIOR 0 HOUR

NON BEARING WALLS AND PARTITIONS

EXTERIOR 1 HOUR, IF <30' FIRE SEPARATION DISTANCE

0 HOUR, IF ≥30' FIRE SEPARATION DISTANCE

INTERIOR 0 HOUR

FLOOR CONSTRUCTION

INCLUDING SUPPORTING BEAMS

AND JOISTS

0 HOUR

NON BEARING WALLS AND PARTITIONS

INCLUDING SUPPORTING BEAMS

AND JOISTS

0 HOUR

1" = 10'-0"G1.01

2 LEVEL 1 - FLS & RISK ASSESSMENT

1" = 40'-0"G1.01

1 LEVEL 1

1" = 20'-0"G1.01

3 LEVEL 1 - PROJECT OCCUPANCY

1/4" = 1'-0"G1.01

4 TYPICAL MOUNTING HEIGHTS

1/2" = 1'-0"G1.01

5 STANDARD MOUNTING HEIGHTS

PLUMBING CALCULATIONS

CALCULATION FACTORS

PROJECT OCCUPANTS FOR CALC. 85 OCCUPANTS

PROJECT CLASSIFICATION FOR

CALC.

B CLASSIFICATION

WATER CLOSETS

REQUIRED COUNT 1 PER 25 FOR FIRST 50, 1 PER 50 AFTER

THAT

REQUIRED IN PROJECT 3 WATER CLOSETS

INCLUDED IN PROJECT 5 WATER CLOSETS

LAVATORY

REQUIRED COUNT 1 PER 40 FOR FIRST 80, 1 PER 80-

AFTER THAT

0 HOUR, IF ≥30' FIRE SEPARATION

DISTANCE

REQUIRED IN PROJECT 2 LAVATORIES

INCLUDED IN PROJECT 5 LAVATORIES

SHOWERS/BATHTUBS

INCLUDED IN PROJECT 1 SHOWER STALL

REQUIRED COUNT 0 SHOWER/BATHTUB

DRINKING FOUNTAINS

INCLUDED IN PROJECT 0 DRINKING FOUNTAIN

REQUIRED COUNT 0 DRINKING FOUNTAIN

1 County Comments 08/19/2025

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MacLAREN SCHOOL RD NE

INDUSTRIAL AVE

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A Y

WASTEWATER

TREATMENT PLANT

CITY INDUSTRIAL

WSATE INSPCTNMACLAREN YOUTH

CORECTIONAL

FACILITY

NE CARL RD

WOODBURN ESTACADA HWY NE

PROJECT LOCATION

SECURITY FENCE

LEGEND

PROPERTY LINE

SETBACK

TYLER P CARLSON

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PORTLAND, OREGON

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SITE PLAN

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1" = 200'-0"G1.02

1 ENLARGED ENTRY PLAN

WALL

CEILING - REF RCP FOR HEIGHT AND TYPE

ONE LAYER 5/8" GWB

STEEL FRAMING AS INDICATED BY WALL TYPE

1/2" PLYWOOD

ACOUSTIC SEALANT

ONE LAYER 5/8" GWB

STUD SIZE

F11 = 5/8" R.C.

F11.5= 1 1/2" F12 = 2 1/2" F13 = 3 5/8" F16 = 6"

HILTI X-U PAF @ 16" O.C. (3/4" EMBED)

ACOUSTIC SEALANT

6" M

IN

BRACE STUDS TO STRUCTURE- @ 4'-0" O.C.. USE

SAME GAUGE AS STUDS, MAX. LENGTH 6'-0"

(CONTRACTORS OPTION- EXTEND FRAMING TO

STRUCTURE)

ONE LAYER 5/8" GWB EACH SIDE

ACOUSTIC SEALANT

CEILING - REF RCP FOR HEIGHT AND TYPE

UNDERSIDE OF FLOOR OR ROOF

DECK

STEEL STUDS AT 24" O.C.

STUD SIZE

P13 = 3 5/8" P16 = 6"

GA File No. WP 1072

STC 33 WITH ACOUSTIC BATTS

HILTI X-U PAF @ 16" O.C. (3/4" EMBED)

WALL HEAD

PLAN

WALL BASE

(E) 8" CMU

CMU SIZE

8= 7-5/8 NOMINAL

WEEP SCREED

3 COAT STUCCO SYSTEM

STUCCO LATH

5/8" PLYWOOD SUBSTRATE

3 COAT STUCCO SYSTEM

STUCCO LATH

5/8" PLYWOOD SUBSTRATE

PREFINISHED THROUGH FLASHING

PLAN

WALL BASE

6" M

IN

. DEFLECTION HEAD RUNNER ANCHORED TO

STRUCTURE

ONE LAYER 5/8" GWB EACH SIDE

EXTERIOR RATED PLYWOOD ONE SIDE

ACOUSTIC SEALANT

CEILING - REF RCP FOR HEIGHT AND TYPE

UNDERSIDE OF FLOOR OR ROOF

DECK

2 X 6 @ 16" O.C. WOOD STUD

STUD SIZE

W13 = 3 5/8"

W16 = 6"STC 33 WITH ACOUSTIC BATTS

ONE LAYER 5/8" GWB EACH SIDE

RATED PLYWOOD ONE SIDE

WALL HEAD

PLAN

WALL BASE

ACOUSTIC BATT INSULATION

ACOUSTIC BATT INSULATION

ACOUSTIC BATT INSULATION

ACOUSTIC SEALANT - ONE SIDE

6" M

IN

ACOUSTIC SEALANT - ONE SIDE

ONE LAYER 5/8" GWB EACH SIDE

EXTERIOR RATED PLYWOOD BOTH SIDE

ACOUSTIC SEALANT

CEILING - REF RCP FOR HEIGHT AND TYPE

UNDERSIDE OF FLOOR OR ROOF DECK

2 X 6 @ 16" O.C. WOOD STUD

STUD SIZE

W23 = 3 5/8"

W26 = 6"STC 33 WITH ACOUSTIC BATTS

ONE LAYER 5/8" GWB EACH SIDE

EXTERIOR RATED PLYWOOD

BOTH SIDE

WALL HEAD

PLAN

WALL BASE

ACOUSTIC BATT INSULATION

ACOUSTIC BATT INSULATION

ACOUSTIC BATT INSULATION

DEFLECTION HEAD RUNNER ANCHORED TO

STRUCTURE

3 COAT STUCCO SYSTEM

CONTINUOUS 2" POLY ISO INSULATION

(R-7.5 MIN)

W.R.B.

PLYWOOD SHEATHING PER STRUCTURAL

3 1/2" THERMAL BATT INSULATION (R-13 MIN)

2"X6" WOOS STUDS @16" O.C.

VAPOR RETARDER

5/8" TYPE 'X' GYPSUM WALL BOARD

DRAINAGE MESH

3 COAT STUCCO SYSTEM

PLAN

SECTION

STUCCO LATH

STUCCO LATH

11"

3 5/8"

5/8" PLYWOOD AT ALL PERIMETER WALLS

PAINT TO MATCH EXISTING

STUD SIZE

X16 = 6" X13= 3-5/8"

SINGLE-PLY MEMBRANE ROOFING

(THERMOPLASTIC OLEFIN - 'TPO')

5/8" GLASS MAT

SUBSTRATE COVER

BOARD

3 1/2" POLYISO INSULATION

(R-20 MIN)

ROOF W.R.B.

ROOF SHEATHING PER

STRUCTURE

1/4" GLASS MAT SUBSTRATE

PROTECTION BOARD

FLOOR FINISH AS

SCHEDULED

CONCRETE FLOOR PER STRUCTURAL

VAPOR BARRIER PER SPEC.

CONTINUOUS 2" POLY ISO INSULATION

(R-7.5 MIN)

W.R.B.

PLYWOOD SHEATHING PER STRUCTURAL

3 1/2" THERMAL BATT INSULATION (R-13 MIN)

2"X6" WOOD STUDS @16" O.C.

VAPOR RETARDER

5/8" TYPE 'X' GYPSUM WALL BOARD

DRAINAGE MESH

METAL CLADDING SYSTEM

PLAN

SECTION

5/8" PLYWOOD AT ALL PERIMETER WALLS

STUD SIZE

X26 = 6"

1/2" HAT CHANNEL

VAPOR RETARDER

EXTERIOR SHEATHING

W.R.B.

SHEATHING PER STRUCTURAL

3 1/2" THERMAL BATT INSULATION (R-13 MIN)

2"X6" WOOD STUDS @16" O.C.

VAPOR RETARDER

5/8" TYPE 'X' GYPSUM WALL BOARD

PLAN

SECTION

5/8" PLYWOOD AT ALL PERIMETER WALLS

STUD SIZE

X36 = 6"

CONTINUOUS 2" POLY ISO

INSULATION (R-7.5 MIN)

AT PARAPET LOCATIONS:

-REPLACE G.W.B. WITH GLASS MAT

SUBSTRATE OF EQUAL SIZE

-RUN S.P.M. ROOFING UP WALL TO T.O.

PARAPET PER PARAPET DETAILS

SINGLE-PLY MEMBRENE ROOFING

(THERMOPLASTIC OLEFIN - 'TPO')

SHEATHING PER

STRUCTURAL

FRAMING PER

STRUCTURAL

6" M

IN

ONE LAYER 5/8" GWB EACH SIDE

ACOUSTIC BATTS

ACOUSTIC SEALANT

CEILING - REF RCP FOR HEIGHT AND TYPE

DEFLECTION HEAD RUNNER TRACK ANCHORED TO

STRUCTURE.

UNDERSIDE OF FLOOR OR ROOF

DECK

ACOUSTIC SEALANT - ONE SIDE

EXTEND ONE LAYER OF 5/8" GWB TO DECK ABOVE

ACOUSTIC BATTS

STEEL STUDS AT 24" O.C.

STUD SIZE

P33 = 3 5/8" P36 = 6"

GA File No. WP 1072

STC 45-49 WITH ACOUSTIC BATTS

HILTI X-U PAF @ 16" O.C. (3/4" EMBED)

WALL HEAD

PLAN

WALL BASE

CEILING - REF RCP FOR HEIGHT AND TYPE

ONE LAYER 5/8" GWB

STEEL STUDS AT 24" O.C.

ACOUSTIC BATTS WHERE TAGGED IN PLAN

ACOUSTIC SEALANT

ACOUSTIC BATTS WHERE TAGGED IN PLAN

DEFLECTION HEAD RUNNER TRACK ANCHORED TO

STRUCTURE.

UNDERSIDE OF FLOOR OR ROOF

DECK

ACOUSTIC SEALANT - ONE SIDE

EXTEND ONE LAYER OF 5/8" GWB TO DECK ABOVE

STUD SIZE

P03 = 3 5/8" P06 = 6"

HILTI X-U PAF @ 16" O.C. (3/4" EMBED)

WALL HEAD

PLAN

WALL BASE

(E) 8" CMU

CEILING - REF RCP FOR HEIGHT AND TYPE

1/2" HAT CLIP

ONE LAYER 5/8" GWB BOARD

ONE LAYER 5/8" GWB BOARD

METAL CLIP

1/2" HAT CLIP

(E) 8" CMU

(E) 8" CMU

1/2" HAT CLIP

SEALANT

VAPOR BARRIER

VAPOR BARRIER

VAPOR BARRIER

CMU SIZE

8= 7-5/8 NOMINAL

WALL HEAD

PLAN

WALL BASE

6" METAL STUDS @16" O.C.

5/8" GLASS MAT SUBSTRATE (BOTH

SIDES)

PLAN

SECTION

STUD SIZE

X46 = 6"

AT PARAPET LOCATIONS:

-REPLACE G.W.B. WITH GLASS MAT

SUBSTRATE OF EQUAL SIZE

-RUN S.P.M. ROOFING UP WALL TO T.O.

PARAPET PER PARAPET DETAILS

S.P.M. ROOFING UP SUBSTRATE

TO UNDERSIDE OF PARAPET

(BOTH SIDES)

W.R.B.

SHEATHING PER STRUCTURAL

METAL STUD @16" O.C.

GLASS MAT SUBSTRATE

PLAN

SECTION

STUD SIZE

X46 = 6"

4MM ALUCOBOND PLUS

ALUMINUM COMPOSITE PANELS

ACM SYSTEM EXTRUSIONS AND

CLIPS

4MM ALUCOBOND PLUS

REVEAL, REFER TO EXTERIOR

ELEVATIONS

4MM ALUCOBOND PLUS

REVEAL, REFER TO EXTERIOR

ELEVATIONS

TYLER P CARLSON

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PORTLAND, OREGON

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PARTITION, WALL AND

ROOF ASSEMBLIES

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1 1/2" = 1'-0"G2.01

FW1 FURRED OUT WALL

1 1/2" = 1'-0"G2.01

P1 NON-RATED PARTITION TYPE 1

WALL TAG

MODIFIER

MODIFIERS

A = PROVIDE CONTINUOUS ACOUSTIC BATTS

B = PROVIDE ABUSE RESISTANT GWB

C = PROVIDE 5/8" RESILIENT FURRING CHANNELS OVER FRAMING

ON ONE SIDE

L = PROVIDE LEAD LINED GYPSUM BOARD- EXTEND 7'-0" AFF MIN.

SEE PHYSICIST REPORT

O= REMOVE INTERIOR SIDE G.W.B. FROM ASEMBLY

P= PROVIDE 5/8" PLYWOOD SUBSTRATE

T = PROVIDE CEMENTITIOUS BACKER BOARD AT TILE FINISHES

S= SHEAR WALL FRAME PER STRUCTURAL

X= REMOVE INTERIOR SIDE PLYWOOD FROM ASSEMBLY

WALL TYPE

STUD SIZE

A3#X

1 1/2" = 1'-0"G2.01

M1 EXTERIOR C.M.U. CLADDING

1 1/2" = 1'-0"G2.01

W1 NON-RATED SHEAR PARTITION

1 1/2" = 1'-0"G2.01

W2 NON-RATED SHEAR PARTITION

3" = 1'-0"G2.01

X1 X1 EXTERIOR WALL - STUCCO

3" = 1'-0"G2.01

R1 R1 ROOF ASSEMBLY #1

3" = 1'-0"G2.01

F1 FL-1 FLOOR ASSEMBLY

3" = 1'-0"G2.01

X2 X2 EXTERIOR WALL - METAL CLADDING

3" = 1'-0"G2.01

X3 X3- EXTERIOR WALL -AT CANOPY

3" = 1'-0"G2.01

R2 R2 ROOF ASSEMBLY #2

1 1/2" = 1'-0"G2.01

P3 NON-RATED PARTITION TYPE 3

1 1/2" = 1'-0"G2.01

P0 NON-RATED PARTITION WALL TYPE 0

1 1/2" = 1'-0"G2.01

M2 INTERIOR C.M.U. CLADDING

3" = 1'-0"G2.01

X5 X5- MID ROOF PARAPET

3" = 1'-0"G2.01

X4 X4- EXTERIOR WALL -AT AWNING

PROJECT TYPE NOTES

A. NO SUBSTITUTIONS ARE ALLOWED FOR ANY WALL ASSEMBLY

UNLESS SPECIFICALLY ALLOWED BY GYPSUM ASSEMBLY, UL,

INTERTEK, OR OTHER AHJ-APPROVED TESTING AGENCY AND WITH

WRITTEN APPROVAL BY THE ARCHITECT.

B. PARTITION TYPE INDICATIONS ARE INDEPENDENT FROM APPLIED

FINISHES. REFER TO FINISH SCHEDULE AND / OR THE

DESIGNATIONS ON THE PLAN FOR ADDITIONAL INFORMATION

REGARDING APPLIED FINISHES.

C. PARTITION CONSTRUCTION ABOVE AND BELOW INTERRUPTIONS

(DOORS, WINDOWS, ETC.) SHALL MATCH THE ASSEMBLY AND

PLANE OF THE PARTITION IN WHICH THE INTERRUPTION

OCCURRED.

D. THE MINIMUM REQUIREMENTS FOR PARTITIONS ARE AS

INDICATED. ADDITIONAL AND / OR MORE RESTRICTIVE

REQUIREMENTS MAY BE INDICATED ELSEWHERE. SUCH

REQUIREMENTS MAY INCLUDE BUT ARE NOT LIMITED TO:

1. STUD SPACING: USE 24" O.C. MAX STUD SPACING, U.N.O. BY

REFERENCED APPROVAL OR TEST REPORT.

2. WHERE COLD-FORMED METAL FRAMING IS USED, USE STUD

GAUGE INDICATED IN THE GENERAL FRAMING NOTES OR PER

STRUCTURAL. THE GAUGE STATED BY REFERENCED ASSEMBLY

OR TEST REPORT SHALL ALWAYS BE MINIMUM GAUGE.

3. USE STANDARDS OF DEPTH INDICATED BY DRAWINGS. DEPTH

STATED BY REFERENCED APPROVAL OR TEST REPORT IS

MINIMUM DEPTH.

E. INSTALL CEMENTITIOUS BACKER BOARD OR WATER-RESISTANT

GYP. BD. AT THE FOLLOWING LOCATIONS:

1. ALL WALL ENCLOSURES ADJACENT TO JANITOR MOP SINKS.

2. AT WET LOCATIONS, SUCH AS SHOWER STALLS WITH A

SURROUND.

3. WHERE CERAMIC TILE FINISHES ARE INDICATED. (REF. FINISH

SCHEDULE, PLANS, AND / OR INTERIOR ELEVATIONS.)

4. AT OTHER LOCATIONS, AS INDICATED BY THE SPECIFICATIONS

OR PER FINISH SCHEDULE.

F. PROVIDE SOUND ATTENUATING INSULATION TO THE FULL HEIGHT

OF WALL AT ALL TOILET ROOM WALLS AND SLEEPING AREAS

ADJACENT TO ANY TYPE OF SHAFT OR ANOTHER SLEEPING AREA.

G. ALL PENETRATIONS IN S.T.C.-RATED ASSEMBLIES (PIPING,

ELECTRICAL DEVICES, RECESSED ITEMS, MECHANICAL ITEMS ETC.)

SHALL BE SEALED, LINED, INSULATED OR OTHERWISE TREATED TO

MAINTAIN THE S.T.C. RATING.

H. S.T.C.-RATED PARTITIONS SHALL NOT HAVE WALL PENETRATIONS

LOCATED BACK TO BACK OR IN THE SAME STUD CAVITY.

I. REFERENCE DETAILS FOR BACKING PLATE, WALL INTERSECTION,

AND HEAD CONDITIONS.

J. AT RATED WALLS ABOVE CEILING, PROVIDE STENCILED LETTERING

IN CONTRASTING COLORS, MIN. 3" TALL WITH MIN. 3/8" STROKE, TO

READ "FIRE AND / OR SMOKE BARRIER. PROTECT ALL OPENINGS"

OR EQUIVALENT. REFERENCE I.B.C. SECTION 703.7.

GENERAL NOTES: STEEL FRAMING

1. ALL ASSEMBLIES ARE FULL HEIGHT, U.N.O.

2. ALL NON-LOADBEARING METAL WALL FRAMING SHALL BE 20ga

(33Mils) OR 25ga STUDS, U.N.O.

3. PROVIDE 20ga METAL STUD WALL FRAMING AT THE FOLLOWING

LOCATIONS

A. DOUBLE STUD JAMB ASSEMBLIES AT OPENINGS.

B. FIRST STUD IN THE PARTITION BEYOND THE DOUBLE STUD JAMB

ASSEMBLY. LOCATE STUD 6" FROM THE DOUBLE STUD

ASSEMBLY.

C. STUDS INSTALLED FOR OPENING HEADS BETWEEN DOUBLE

STUD JAMB ASSEMBLIES.

D. STUDS ON WHICH CEMENTITIOUS BACKER BOARD IS INSTALLED

FOR WET AREAS.

E. STUDS ON WHICH WALL-MOUNTED EQUIPMENT, INCLUDING

OWNER-FURNISHED EQUIPMENT, IS TO BE INSTALLED.

F. STUD INFILL AND SILL TRACK BELOW WINDOW OPENINGS

G. WALLS THAT EXCEED THE FOLLOWING HEIGHT LIMITATIONS:

A. 2-1/2" METAL STUDS: 10' - 9"

B. 3-5/8" METAL STUDS: 14' - 0"

C. 4" METAL STUDS: 15' - 0"

D. 6" - 8" METAL STUDS: 20' - 0"

ASSEMBLIES

GA WP 1072 (Generic) One layer 5/8" type X gypsum wallboard or gypsum veneer applied parallel or at right angles to each side of 3-5/8" steel studs 24" O.C.. with 1" type S drywall screws 8" O.C.. at vertical joints and 12" O.C.. at floor and ceiling runners and intermediate studs.

Joints staggered 24" on each side and on opposite sides. Sound tested with 3 1/2" glass fiber friction fit in stud space.

PROVIDE TYPE A1 OR A2 BACKING PLATES:

• AT SMALL ITEMS REQUIRING BACKING SOLELY FOR ATTACHMENT: DOOR STOPS, BUMPER RAILS, CRASH RAILS, SURFACE

MOUNTED LIGHTS, ETC. (SELECT TYPE A1 OR A2 BASED ON DIMENSIONS OF ITEM TO BE MOUNTED.)

• AT WALL-MOUNTED EQUIPMENT AS INDICATED ON THE DRAWINGS

• AT SMALL ITEMS (SUCH AS TOILET ACCESSORIES, MIRRORS, COAT HOOKS, ETC.) WHICH WEIGH, OR SUPPORT WEIGHTS, OF LESS THAN 50 POUNDS TOTAL. (SELECT TYPE A1 OR A2 BASED ON DIMENSIONS OF ITEM TO BE MOUNTED.)

PROVIDE TYPE B1 BACKING PLATE:

• AT ALL BASE CABINETS

• AT ALL FULL HEIGHT CABINETS

• AT WALL-MOUNTED ADJUSTABLE SHELVING

PROVIDE TYPE B2 BACKING PLATE:

• AT ALL UPPER WALL-HUNG CABINETS WITH HEIGHT LESS THAN 30"

• AT ALL UPPER WALL-HUNG CABINETS WITH NO MORE THAN ONE INTERMEDIATE SHELF

• AT ALL WALL-MOUNTED HANDRAILS

• AT ALL WALL-MOUNTED GRAB BARS

• AT WALL-MOUNTED EQUIP WHICH WEIGHS - OR SUPPORTS WEIGHT, WHEN FULLY LOADED - LESS THAN 200 POUNDS

TOTAL AND WHERE THAT WEIGHT IS DISTRIBUTED SO THAT THE PARTITION SUPPORTS A MAXIMUM OF 100 POUNDS PER

LINEAR FOOT

PROVIDE TYPE C1 BACKING PLATE:

• AT ALL UPPER WALL-HUNG CABINETS WITH HEIGHT OF 30" OR GREATER

• AT ALL UPPER WALL-HUNG CABINETS WITH MORE THAN ONE INTERMEDIATE SHELF

• AT WALL-MOUNTED EQUIP WHICH WEIGHS - OR SUPPORTS WEIGHT, WHEN FULLY LOADED - LESS THAN 400 POUNDS

TOTAL AND WHERE THAT WEIGHT IS DISTRIBUTED SO THAT THE PARTITION SUPPORTS A MAXIMUM OF 200 POUNDS PER

LINEAR FOOT

PROVIDE TYPE C2 BACKING PLATE:

• AT WALL-MOUNTED EQUIP WHICH WEIGHS - OR SUPPORTS WEIGHT, WHEN FULLY LOADED - MORE THAN 400 POUNDS

TOTAL AND WHERE THAT WEIGHT IS DISTRIBUTED SO THAT THE PARTITION SUPPORTS A MAXIMUM OF 200 POUNDS PER

LINEAR FOOT

PROVIDE TYPE D BACKING PLATE:

• PROVIDE BACKING PLATES AS INDICATED ON THE DRAWINGS OR, WHERE NOT INDICATED, ACCORDING TO THE

FOLLOWING SCHEDULE:

• COORDINATE LOCATION, LENGTH, HEIGHT, AND NUMBER OF BACKING PLATES REQUIRED WITH ITEM TO BE MOUNTED.

• FOR METHOD OF ATTACHMENT OF ITEM TO BE MOUNTED, REFER TO THE APPLICABLE DETAIL OR, IF NOT DETAILED, THE

INSTRUCTIONS PROVIDED BY THE MANUFACTURER.

BACKING PLATE NOTES

I FOUR-WAY INTERSECTION

PRIORITY PARTITION CHANGES DIRECTION

G FOUR-WAY INTERSECTION

PRIORITY PARTITION CONTINUES WITHOUT INTERRUPTION

E THREE-WAY INTERSECTION

PRIORITY PARTITION CHANGES DIRECTION

C THREE WAY INTERSECTION

PRIORITY PARTITION CONTINUES WITHOUT INTERRUPTION

A TYPICAL RATED CORNERB TYPICAL RATED CORNERD THREE-WAY INTERSECTION

PRIORITY PARTITION CONTINUES WITHOUT INTERRUPTION

F THREE-WAY INTERSECTION

EXAMPLE OF THREE DIFFERENT PARTITION TYPES

H FOUR-WAY INTERSECTION

PRIORITY PARTITION CONTINUES WITHOUT INTERRUPTION

NON-RATED PARTITION

TYPE X GYPSUM BOARD PRIORITY

PARTITION CONTINUES THROUGH

INTERSECTION WITHOUT INTERRUPTION

CENTERLINE OF FIRE-RATED PARTITION

METAL STUDS OF GAUGE INDICATED AS

MINIMUM (UNO) BY PARTITION TYPE AND

FRAMING DETAILS

NON-RATED PARTITION

ATTACHED GYPSUM BOARD TO EACH STUD,

TYP.

CONTINUE PRIORITY PARTITION GYPSUM

BOARD INTO PARTITION CORNER

ATTACHED GYPSUM BOARD TO EACH STUD,

TYP.

FIRST PRIORITY

THIRD PRIORITY

METAL STUDS OF GAUGE INDICATED AS

MINIMUM (UNO) BY PARTITION TYPE

AND FRAMING DETAILS

SECOND PRIORITY

TYPE 'X' GYPSUM BOARD PRIORITY

PARTITION CONTINUES THROUGH

INTERSECTION WITHOUT INTERRUPTION

CENTERLINE OF FIRE-RATED PARTITION

NON-RATED PARTITION

METAL STUDS OF GAUGE INDICATED AS

MINIMUM (UNO) BY PARTITION TYPE AND

FRAMING DETAILS

ATTACHED GYPSUM BOARD TO EACH STUD,

TYP.

METAL STUDS OF GAUGE INDICATED AS

MINIMUM (UNO) BY PARTITION TYPE AND

FRAMING DETAILS

CENTERLINE OF FIRE-RATED PARTITION

ATTACHED GYPSUM BOARD TO EACH STUD,

TYP.

NOTES:

THE PRIORITY OF THE PARTITIONS IS DETERMINED AS FOLLOWS:

1. FIRE-RATED PARTITIONS HAVE PRIORITY OVER NON-RATED PARTITIONS

2. PARTITIONS WITH GREATER FIRE-RATING HAVE PRIORITY OVER THOSE WITH LESSER RATING.

3. SMOKE SEALED PARTITIONS HAVE PRIORITY OVER NON-SMOKE SEALED PARTITIONS.

4. ACOUSTICAL AND LEAD-LINED PARTITIONS HAVE PRIORITY OVER NON-ACOUSTICAL AND

LEAD-LINED PARTITIONS.

METAL STUDS OF GAUGE INDICATED AS

MINIMUM (UNO) BY PARTITION TYPE AND

FRAMING DETAILS

CENTERLINE OF FIRE-RATED PARTITION

ATTACHED GYPSUM BOARD TO EACH STUD,

TYP.

NON-RATED PARTITION

ATTACHED GYPSUM BOARD TO EACH STUD,

TYP.

NON-RATED PARTITION OR LESSER-RATED

PARTITION

TYPE X GYPSUM BOARD PRIORITY PARTITION

CONTINUES THROUGH INTERSECTION

WITHOUT INTERRUPTION

CENTERLINE OF FIRE-RATED PARTITION

METAL STUDS OF GAUGE INDICATED AS

MINIMUM (UNO) BY PARTITION TYPE AND

FRAMING DETAILS

NON-RATED PARTITION OR LESSER-RATED

PARTITION

ATTACHED GYPSUM BOARD TO EACH STUD,

TYP.

ATTACHED GYPSUM BOARD TO EACH STUD,

TYP.

METAL STUDS OF GAUGE INDICATED AS

MINIMUM (UNO) BY PARTITION TYPE AND

FRAMING DETAILS

CENTERLINE OF FIRE-RATED PARTITION

CENTERLINE OF FIRE-RATED PARTITION

TYPE X GYPSUM BOARD PRIORITY

PARTITION CONTINUES THROUGH

INTERSECTION WITHOUT INTERRUPTION

ATTACHED GYPSUM BOARD TO EACH STUD

METAL STUDS OF GAUGE INDICATED AS

MINIMUM (UNO) BY PARTITION TYPE AND

FRAMING DETAILS

CENTERLINE OF FIRE-RATED PARTITION

ALIGN EXPOSED FACES WHERE TWO

PARTITIONS OF DIFFERENT THICKNESS

JOIN, TYPICAL

CONTINUE TYPE X GYPSUM BOARD INTO

PARTITION CORNER

NON-RATED OR LESSER-RATED PARTITION

TYPE A1:

25 GAUGE x6" HIGH

CONTINUOUS METAL

PLATE

TYPE A2:

25 GAUGE x8" HIGH

CONTINUOUS METAL

PLATE

TYPICAL METAL STUD

FRAMING - REFERENCE

PARTITION TYPES AND SPECS

FOR STUD DEPTH AND GAUGE

THREE 3/4" #10 LOW PROFILE PAN

HEAD SHEET METAL SCREWS AT

EACH STUD, TYPICAL

MAX

1/8"

3"

VERTICAL C-STUDS FLANGES TO

BE CONTINUOUS

TYPE B1:

6" 600T150-54 RUNNER TRACK (OR

EQUAL) NOTCHED AROUND STUDS

AND EXTENDING 3" EACH SIDE

BEYOND ONE PAIR OF STUDS

SPACED 16" O.C. MAX

TYPE B2:

SAME AS TYPE B1 EXCEPT

COVERING TWO OR MORE PAIRS OF

STUDS

THREE 3/4" #10 LOW PROFILE

PAN HEAD SHEET METAL SCREW

AT EACH STUD

TYPE C1:

4" 400T150-54 RUNNER TRACK (OR

EQUAL) WELDED TO CONTINUOUS 14

GAUGE BY 6" METAL PLATE AND

EXTENDING OVER 3 STUDS SPACED

AT16" O.C. MINIMUM

TYPE C2:

SAME AS TYPE C1

EXCEPT EXTENDING OVER 4

STUDS MINIMUM

WELD RUNNER TRACK TO CONT

PLATE TOP & BOTTOM

WELD PLATE TO VERTICAL STUD(S)

TOP AND BOTTOM

1/4" MAX. GAP BETWEEN RUNNER

TRACK AND VERT. STUD C- STUD

EXTENDING TO STRUCTURE ABOVE AND

AT PARTITION UP TO 12'-0" HIGH: WELD

PAIR OF C-STUDS FULL HGT.

FOUR 3/4" #10 LOW PROFILE

PAN HEAD SHEET METAL SCREW

AT EACH STUD, TYPICAL AT 6"

O.C. MAX.

" U

.N .O

2-4(1/8")

1/4" THICK BENT

STEEL PLATE

BENT PLATE TO

VERTICAL STUDS

WELDED PAIR OF C-STUDS

EXTENDING TO STRUCTURE

ABOVE

(1/8") 2-4

BENT PLATE TO

VERTICAL STUDS

GYPSUM BOARD (MULTIPLE

LAYERS AS REQ'D FOR RATING)

METAL STUD

METAL STUD SLOTTED DEFLECTION TRACK

(UP TO 3" MOVEMENT)

CLARK/DIETRICH BLAZEFRAME (DSL 2) OR

EQUIVALENT

FASTENER PER MANUF.

RECOMMENDATIONS

FASTENER PER MANUF.

RECOMMENDATIONS

CONCRETE

RE: STRUCTURAL

EXPANSIVE INTUMESCENT FIRE

BARRIER PER MANUF.

GYPSUM BOARD (MULTIPLE LAYERS AS

REQ'D FOR RATING)

METAL STUD

METAL STUD SLOTTED DEFLECTION TRACK (UP

TO 3" MOVEMENT)

CLARK/DIETRICH BLAZEFRAME (DSL 2) OR

EQUIVALENT

FASTENER PER MANUF.

RECOMMENDATIONS

CONCRETE

RE: STRUCTURAL

EXPANSIVE INTUMESCENT FIRE

BARRIER PER MANUF.

WALL PERPENDICULAR TO DECK

WALL PARALLEL TO DECK

GYPSUM WALL BOARD PER

ASSEMBLY

METAL STUD

METAL STUD SLOTTED DEFLECTION TRACK

(UP TO 3" MOVEMENT)

CLARK/DIETRICH SLP-TRK OR EQUIVALENT

FASTENER PER MANUF.

RECOMMENDATIONS

CONCRETE

RE: STRUCTURAL

SEALANT (AS REQUIRED FOR

WALL PARTITION TYPE)

GYPSUM WALL BOARD PER

WALL ASSEMBLY

METAL STUD

METAL STUD SLOTTED DEFLECTION TRACK

(UP TO 3" MOVEMENT)

CLARK/DIETRICH SLP-TRK OR EQUIVALENT

FASTENER PER MANUF.

RECOMMENDATIONS

CONCRETE

RE: STRUCTURAL

SEALANT (AS REQUIRED FOR

WALL PARTITION TYPE)

WALL PERPENDICULAR TO DECK

WALL PARALLEL TO DECK

TYLER P CARLSON

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PORTLAND, OREGON

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PARTITION DETAILS

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1 1/2" = 1'-0"G2.02

7 PARTITION FIRE RATED PRIORITY CONNECTION DETAILS

1 1/2" = 1'-0"G2.02

1 BACKING PLATE TYPE A

1 1/2" = 1'-0"G2.02

2 BACKING PLATE TYPE B

1 1/2" = 1'-0"G2.02

3 BACKING PLATE TYPE C

1 1/2" = 1'-0"G2.02

4 BACKING PLATE TYPE D

1 County Comments 08/19/2025

N.T.S.G2.02

5 FIRE RATED METAL WALL TOP DEFLECTION TRACK @ CONC. SLAB

N.T.S.G2.02

6 METAL STUD WALL TOP DEFLECTION TRACK @ CONC. SLAB

BB

CC

2 3 4

VERIFY EXISTING

TRANSFORMER

LOCATION

53.52.3 2.8

AA

A.6A.6

CONTRACTOR RESPONSIBLE FOR

SITE DEMO IN PREPARATION FOR

ADDITION

D.17

AREA OF WORK

D

D

0 4.63.90.9 1.5

1/2

ZZZZ

THIS AREA REMOVE

S.P.M. ONLY

4'

- 0

4' - 6"

4' - 0"

DEMO ROOF AND PREP TOP OF

WALL 3 HOUR -RATED PARAPET

DEMO ROOF IN THIS AREA

4'

- 0

SALVAGE FASCIA FOR

REINSTALLATION

SALVAGE FASCIA FOR

REINSTALLATION

D.32

PREPARE ROOF EDGE FOR NEW

PARAPET TO MATCH EXISTING

EXISTING PARTITION TO BE REMOVED

EXISTING PARTITION TO REMAIN

LEGEND

DEMO GUTTER AND PREPARE TOP OF WALL

FOR NEW PARAPET

DEMO AWNING, PARAPET, ROOF AS NEEDED

TO PREPARE FOR NEW AWNING

DEMO EXISTING ROOF

AREA OF SITE TO PREPARE FON ADDITION

TYLER P CARLSON

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PORTLAND, OREGON

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DEMO SITE PLAN

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1" = 10'-0"D0.01

1 DEMO SITE PLAN

GENERAL NOTES: DEMOLITION

1. CONTRACTOR SHALL VERIFY LIMITS OF DEMOLITION WORK

2. THIS DRAWING IDENTIFIES ONLY MAJOR WORK FOR DEMOLITION

AND REMOVAL. ALL AREAS OF DEMOLITION SHALL BE CLEARED OF

ALL ITEMS MAJOR AND MINOR TO RECEIVE INSTALLATION OF NEW

CONSTRUCTION AND FINISHES

3. REF REFLECTED CEILING PLANS FOR WORK THAT MAY IMPACT

DEMOLITION

4. REF STRUCTURAL, MECHANICAL AND ELECTRICAL DRAWINGS FOR

ADDITIONAL DEMOLITION INFORMATION.

5. CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS, MEMBER

SIZES AND CONDITIONS PRIOR TO COMMENCING WORK. ALL

DIMENSIONS OF EXISTING CONSTRUCTION ARE INTENDED AS

GUIDELINES ONLY AND MUST BE VERIFIED. REPORT ANY

DISCREPANCIES BETWEEN DIMENSIONS FOUND IN FIELD AND

DIMENSIONS ON DRAWINGS TO ARCHITECT

6. LOCATE ALL WIRES, PIPES, UTILITIES, STRUCTURAL MEMBERS, ETC.

PRIOR TO ANY DEMOLITION. CUTTING OF ANY ITEM WHICH IS NOT

PART OF THIS PROJECT SHALL BE REPAIRED BY THE CONTRACTOR

AT NO ADDITIONAL COST TO THE OWNER, INCLUDING ANY TESTING

OR SPECIAL OBSERVATION TO CORRECT THE PROBLEM

7. PATCH AND PAINT WALLS, FLOORS, AND SUBFLOOR TO MATCH

EXISTING WHERE WORK HAS DISTURBED EXISTING CONDITIONS.

8. ALL EXISTING FINISHES ARE TO BE PROTECTED FROM DAMAGE.

DAMAGED AREAS SHALL BE REPAIRED AT NO COST TO THE OWNER.

KEYNOTES

D.17 REMOVE EXISTING CONCRETE SLAB AS REQUIRED. SALVAGE

TRANSFORMER FOR REINSTALATION. REF ELECTRICAL

D.32 DEMOLISH MECHANICAL UNIT AND DUCT, REF MECHANICAL

B

C

2 3 4

D.1

D.1D.1

D.1

D.1

D.1

D.1

D.1

D.1

D.2

D.2

D.2

D.1

D.1

D.2D.2

D.1

D.3 D.3

D.1

D.4

D.4

D.4

D.4

D.11

D.11

D.11

D.6

D.4D.4

53.52.3 2.8

A

A.6

D.4

D.5

D.5

D.13

D.23

D.5

D.4

D.5

D.1

D.5 D.5

D.5

D.12

D.12

D.6

D.5

D.6

D.5

D.6

D.5

D.4 D.4

D.4

D

0 0.9 1.5

D.17

D.24

D.25

D.26

D.26

D.26

D.26

D.26

D.26

D.26

D.26

D.26

D.26

D.26

D.30

D.26 D.26 D.26

D.30

D.30

D.31

D.31 D.32

D.33 D.33

EXISTING PARTITION TO BE REMOVED

EXISTING PARTITION TO REMAIN

LEGEND

DEMO GUTTER AND PREPARE TOP OF WALL

FOR NEW PARAPET

DEMO AWNING, PARAPET, ROOF AS NEEDED

TO PREPARE FOR NEW AWNING

DEMO EXISTING ROOF

AREA OF SITE TO PREPARE FON ADDITION

INFIRMARY

PRIVATE

ROOM

TOILET /

SHOWER

ROOM

BREAK

ROOM

LAB

CENTER

OFFICE

HALLWAY

SHARED

DENTAL

OFFICE

OFFICE /

EXAM ROOM

OPERATORY

HALLWAY

DENTIST

OFFICE

LAB

OFFICE

EXAM ROOM

EXAM ROOM

HALLWAY

STORAGE /

JANITOR

CLOSET

YOUTH

TOILET

YOUTH ADA

TOILET

NURSE

SUPERVISOR

/ FUTURE

EXAM

SHARED

MED OFFICE

PSYCH

OFFICE

PSYCH

OFFICE

PSYCH

OFFICE

(FUTURE)

PSYCH

OFFICE

PSYCH

OFFICE

STAFF TOILET

STAFF TOILET

STAFF ENTRY

/ LOCKERS

MEETING /

BREAK

ROOM

PHARMACY

OFFICE

MEDICATION

EQUIP/MEDS

STORAGE

YOUTH

WAITING

CLINIC

ENTRY

COPY/FILES

NURSE

STATIONS

AREA OF WORK

D

3' - 0"3' - 0"

B

C

2 3 4

D.9

53.52.3 2.8

A

A.6

D.8

D.9

D.8

D.9 D.9

D.9 D.9

D.9

D.9

D.9

D.15

D.15D.15D.15D.15D.15

D.15 D.15

D.15

D.15

D.15 D.15

D.15

D.15D.15

D.15D.15D.15

D.15

D.7

D.7

D.7

D.7

D.7

D.7

D.8

D.8

D.9

D.7

D.8

D

0 4.63.90.9 1.5 6

D.25

D.9

D.27

D.28

D.28

D.28

D.28D.28

D.15

D.15

D.15

D.29

D.29

D.29

INFIRMARY

PRIVATE

ROOM

TOILET /

SHOWER

ROOM

BREAK

ROOM

LAB

CENTER

OFFICE

HALLWAY

SHARED

DENTAL

OFFICE

OFFICE /

EXAM ROOM

OPERATORY

HALLWAY

DENTIST

OFFICE

LAB

OFFICE

EXAM ROOM

EXAM ROOM

HALLWAY

STORAGE /

JANITOR

CLOSET

YOUTH

TOILET

YOUTH ADA

TOILET

NURSE

SUPERVISOR

/ FUTURE

EXAM

SHARED

MED OFFICE

PSYCH

OFFICE

PSYCH

OFFICE

PSYCH

OFFICE

(FUTURE)

PSYCH

OFFICE

PSYCH

OFFICE

STAFF TOILET

STAFF TOILET

STAFF ENTRY

/ LOCKERS

MEETING /

BREAK

ROOM

PHARMACY

OFFICE

MEDICATION

EQUIP/MEDS

STORAGE

YOUTH

WAITING

CLINIC

ENTRY

118 COPY/FILES

NURSE

STATIONS

AREA OF WORK

D

0 4.6 6

TYLER P CARLSON

E

PORTLAND, OREGON

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DEMO PLAN- LEVEL 1

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KEYNOTES

D.1 REMOVE DOOR, FRAME, AND HARDWARE.

D.2 SALVAGE DOOR, FRAME, AND HARDWARE, REINSTALL TO

SWING OUT OF ROOM.

D.3 REMOVE ALL TOILET ROOM FIXTURES, ACCESSORIES, PIPING

AND APPURTENANCES.

D.4 REMOVE CASEWORK / CABINETS, OWNER TO DECIDE ON

REUSE OR REPURPOSE

D.5 REMOVE ALL FURNITURE, EQUIPMENT, AND LOOSE ITEMS.

SALVAGE TO OWNER.

D.6 DEMOLISH FLOORING, PREP SLAB FOR NEW FLOORING.

D.7 REMOVE SECURITY CAMERA, SALVAGE FOR REUSE.

D.8 DEMOLISH GYPSUM CEILING AND LIGHT FIXTURES.

D.9 DEMOLISH CEILING, CEILING GRID, SMOKE DETECTORS AND

LIGHT FIXTURES. PROTECT SPRINKLER HEADS

D.11 CUT OPENING IN CMU WALL PER PLAN.

D.12 REMOVE DOOR, FRAME, AND HARDWARE. SALVAGE FOR

INSTALLATION.

D.13 DEMOLISH EXISTING EXTERIOR WALL, STRUCTURAL COLUMNS

& BEAMS TO REMAIN.

D.15 EXISTING CEILING AND ACCESORIES TO REMAIN WITH

EXCEPTIONS NOTES. PROTECT ALL FROM DAMAGE

D.17 REMOVE EXISTING CONCRETE SLAB AS REQUIRED. SALVAGE

TRANSFORMER FOR REINSTALATION. REF ELECTRICAL

D.23 NO CONSTRUCTION ACCESS THROUGH COURTYARD - INSTALL

PLYWOOD PROTECTION OVER ALL COURTYARDS FACING

OPENINGS PRIOR TO START OF WORK.

D.24 REMOVE EXISTING CONCRETE STEP AND WALKWAY.

D.25 REMOVE WINDOW, FRAME, AND PREPARE OPENING TO BE

CLOSED TO MATCHED EXISTING

D.26 REMOVE WINDOW AND FRAME

D.27 EXISTING SECURITY DOME TO REMAIN

D.28 EXISTING OPEN TO STRUCTURE TO REMAIN

D.29 DEMOLISH LIGHT FIXTURES

D.30 REMOVE EXISTING BUILDING FOUNDATION AS REQUIRED FOR

NEW GRADE BEAM

D.31 DEMOLISH DOWNSPOUT

D.32 DEMOLISH MECHANICAL UNIT AND DUCT, REF MECHANICAL

D.33 CUT OPENING IN CMU WALL PER PLAN FOR SPANDREL

WINDOW, MATCH HEIGHT OF EXISTING ADJACENT WINDOW.

1/8" = 1'-0"D1.01

1 DEMO - LEVEL 1

1/8" = 1'-0"D1.01

3 DEMO - RCP LEVEL 1

1 County Comments 08/19/2025

PROJECT TYPE NOTES

1. DEMOLITION NOTES ARE GENERAL IN NATURE AND IT SHALL BE

USED IN CONJUNCTION WITH FULL CONSTRUCTION DOCUMENTS

FOR PROPER COORDINATION.

2. CONTRACTOR TO VERIFY DIMENSIONS, MEMBER SIZES, AND

LIMITS OF DEMOLITION WORK PER PHASE PRIOR TO

COMMENCEMENT OF WORK.

3. DIMENSIONS OF EXISTING CONSTRUCTION INDICATE DESIGN

INTENT. CONTRACTOR TO NOTIFY ARCHITECT OF DISCREPANCIES

BETWEEN FIELD CONDITIONS AND DRAWINGS TO ARCHITECT.

4. PRIOR TO DEMOLITION ACTIVITIES, CONTRACTOR SHALL

SCHEDULE A WALKTHROUGH WITH OWNER FOR REVIEW OF ITEMS

TO BE REMOVED.

5. CONTRACTOR TO COORDINATE ITEMS TO BE SALVAGED AND

STORED WITH OWNER.

6. OWNER IS RESPONSIBLE FOR REMOVING FURNITURE AND

EQUIPMENT TO BE STORED.

7. ALL AREAS OF DEMOLITION SHALL BE CLEARED OF ITEMS MAJOR

AND MINOR TO RECEIVE INSTALLATION OF NEW CONSTRUCTION

AND FINISHES.

8. DAMAGE TO ANY ITEM WHICH IS NOT PART OF THIS PROJECT

SHALL BE REPAIRED BY THE CONTRACTOR AT NO ADDITIONAL

COST TO THE OWNER.

9. COORDINATE DEMOLITION SCHEDULE AND SHUTDOWNS WITH

OWNER PRIOR TO COMMENCEMENT OF WORK.

10. REMOVAL OF HAZARDOUS WASTE PRIOR TO DEMOLITION

ACTIVITY TO BE BY OWNER UNDER SEPARATE CONTRACT.

11. IN AREAS OF DEMOLITION WORK REMOVE ALL BUILDING SYSTEMS

NOT REUSED, INCLUDING ASSOCIATED MATERIALS AND

ACCESSORIES.

12. MAINTAIN FIRE OR ACOUSTICALLY RATED ASSEMBLIES - PATCH

AND REPAIR AS NEEDED.

13. LOCATE AND MAINTAIN TEMPORARY, LARGE CAPACITY FIRE

EXTINGUISHERS FOR DURATION OF CONSTRUCTION.

EXTINGUISHER TYPE TO BE A-B-C OR AS REQUIRED BY LOCAL FIRE

MARSHAL.

14. REMOVE DEMOLITION WASTE FROM PROJECT SITE DAILY, AND

DISPOSE PER APPLICABLE CODES. IF REQUIRED BY LOCAL CODES,

CONTRACTOR SHALL RECYCLE DEMOLITION DEBRIS IN

ACCORDANCE WITH THE AUTHORITY HAVING JURISDICTION.

15. PROTECT ALL FINISHES TO REMAIN FROM DAMAGE. DAMAGED

AREAS SHALL BE REPAIRED AT NO COST TO THE OWNER.

16. PATCH AND PAINT WALLS, FLOORS, AND SUBFLOOR TO MATCH

EXISTING WHERE WORK HAS DISTURBED EXISTING CONDITIONS.

17. WHERE DOOR OPENINGS ARE FILLED, REMOVE FRAME AND

PATCH WALL TO MATCH ADJACENT SURFACES, U.N.O. ALIGN NEW

FINISH FACE WITH ADJACENT, U.N.O.

SECURITY FENCE

PROPERTY LINE

SETBACK

A4.012

A4.01 4

VERIFY EXISTING

TRANSFORMER

LOCATION

A4.01

61' - 6"

3"

A

A1.01

6 EXISTING SPACES9 EXISTING SPACES

EXISTING PAVED AREA

NEW LOCATION FOR

TRANSFORMER AND

PAD

AREA OF WORK

AREA OF WORK

NOTES:

1. START STRIPES IN EACH CORNER

2. ALL STRIPES TO BE 4" WIDE

3. ALL STRIPES TO BE WHITE

4. REPAINT ALL PARKING STALLS AND

LOADING AREAS

4'

- 0

6 7

A2.02

Sim

A2.02

Sim

EXISTING

MECHANICAL

EQUIPMENT

FDC

61' - 6"

DOWNSPOUT TO TIE INTO

EXISTING STORMWATER LINES

THROUGH CAST IRON BOOT. TYP.

VERIFY BOOT IN SPEC.

LINE OF CANOPY (OVERHEAD)

3"

17' - 10" 22' - 9"

EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ

(E) SIDEWALKNEW F.O. BUILDING

NEW SIDEWALK PROVIDE CJ'S AT

5'-0" INCREMENTS

AL

IG

N

NOTES:

1. START STRIPES IN EACH CORNER

2. ALL STRIPES TO BE 4" WIDE

3. ALL STRIPES TO BE WHITE

4. REPAINT ALL PARKING STALLS AND

LOADING AREAS

ALIGN W TOP OF CURB TO

MATCH EXISTING CURB HEIGHT

EQ EQ EQ EQ

20' - 4"

0"

LINE OF CANOPY

(OVERHEAD)

TYLER P CARLSON

E

PORTLAND, OREGON

R

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PROJECT NO.:

ISSUE DATE:

REVISIONS:

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ARCHITECTURAL SITE

PLAN

06.27.2025

A1.01

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KEYNOTES

GENERAL NOTES

1. REF. ELECTRICAL, MECHANICAL, PLUMBING FOR ADDITIONAL WORK

NOT INDICATED ON THIS DRAWING.

2. CONTRACTOR IS REQUIRED TO PROVIDE UTILITY AND DRAINAGE

CO…