The following Drawings were provided by Oregon Youth Authority's Consultant

Jacobs - CH2M Hill Engineers under a separate contract. While the Documents are to be part of the Contractor's Bid, they are provided within this set of Contract

Documents as a courtesy to Oregon Youth Authority and Beaman Architecture Ltd.

bears no responsibility for said Documents provided by other Consultants to

Oregon Youth Authority.

GYPSUM VENEER PLASTERG.V.P.

ABOVE FINISH FLOORA.F.F.

MFD. MANUFACTURED

FINISH SYSTEM

EXTERIOR INSULATIONEIFS.

EXTERIOR FINISH SYSTEMEFS.

CONCRETE

CONCRETE BLOCK

BRICK

CERAMIC TILE

WATER PROOFING

WOOD BLOCKING

PLYWOOD

METAL

JANITOR

KITCHEN

LOW POINT

JOINT

JAN.

L.P.

LAB.

KIT.

JT.

LIGHT

LAVATORY

LOCKER

LAMINATE

MATERIAL

MAXIMUM

METAL

MEMBRANE

MECHANICAL

LT.

LKR.

LAV.

LAM.

MECH.

MET.

MAT.

MAX.

M.O.

MEMB.

C

L

AND

AT

ANGLE

CENTERLINE

POUND

EXISTING

CHANNEL

(R)

(N)

ACOUS.

A.B.

ALT.

AGGR.

ANOD.

ALUM.

APPROX

ADJ.

NEW

REMOVE

ANCHOR BOLT

ACOUSTICAL

ADJUSTABLE

AGGREGATE

ALTERNATE

ALUMINUM

APPROXIMATE

ANODIZED

(E)

MIRROR

MANHOLE

MINIMUM

MULLION

NORTH

MOUNTED

MIR.

MISC.

MH.

MIN.

MFR.

N.

N.I.C.

N.T.S.

MUL.

MTD.

OVERALL

ON CENTER

NOMINAL

OBSCURE

OPENING

OPPOSITE

O.A.

O.C.

NOM.

N.A.

OPP.

O.D.

OBS.

OPNG.

NUMBERNO.

ARCH.

AR-GWB

BD.

BITUM.

BLKG.

BLK.

B.O.I.C.

B.O.I.O.

BLDG.

ARCHITECTURAL

ABUSE RESISTANT GWB

BY CONTRACTOR

BOARD

BITUMINOUS

BUILDING

BLOCK

BLOCKING

C.I.

BOT.

C.B.

C.G.

C.I.P.

C.J.

C.T.

C.O.

C.M.U.

BOTTOM

CATCH BASIN

CORNER GUARD

CAST IRON

CONTROL JOINT

CASED OPENING

CERAMIC TILE

CAST-IN-PLACE

BY OWNER

BY OWNER, INSTALLED

BY OWNER, INSTALLED

CONCRETE MASONRY UNIT

PLASTER

PLUMBING

PLYWOOD

PLATE

POINT

PAINT

QUANTITY

PAIR

PLAS.

PLBG.

PL.

QTY.

P.

PT.

PR.

PLYWD.

PLAM.

RISER

ROOF DRAIN

REINFORCED

ROOM

RESILIENT

REQUIRED

REFERENCE

RB.

RECT.

R.D.

R.O.

R.

REQ'D.

RM.

REFR.

REF.

RESIL.

REINF.

CL.

CEM.

CLG.

COL.

CLR.

CONN.

CORR.

CTR.

CONT.

CONSTR.

CONC.

CEMENT

CEILING

CLEAR

COLUMN

CONNECTION

CONSTRUCTION

CONTINUOUS

CORRIDOR

CENTER

CONCRETE

CENTERLINE

D.S.P.

D.F.

DEPT.

DBL.

DS.

DIA.

DIM.

DR.

DISP.

DET.

DOOR

DRY STANDPIPE

DOUBLE

DEPARTMENT

DETAIL

DIAMETER

DIMENSION

DISPENSER

DOWNSPOUT

DRINKING FOUNTAIN

CAB. CABINET

RECTANGULAR

REFRIGERATOR

RUBBER BASE

ROUGH OPENING

OUTSIDE DIAMETER

OR OVERFLOW DRAIN

PLASTIC LAMINATE

MISCELLANEOUS

NOT TO SCALE

NOT IN CONTRACT

NOT APPLICABLE

MANUFACTURER

MASONRY OPENING

LABORATORY

INSULATION - BLANKET

INSULATION - RIGID

EARTH

GYPSUM BOARD

A

ELEVATION IDENTIFICATION

SECTION IDENTIFICATION

222A

COLUMN LINE

DOOR NUMBER

ROOM TITLE

ELEVATION

SECTION

SHEET WHERE

SECTION IS DRAWN

DOOR SUFFIX FOR

MULTIPLE DOORS

SHEET WHERE

ELEVATION IS DRAWN

ROOM NUMBER

WHERE DOOR OCCURS

WOOD BLKG. CONT.

DETAIL

WALLS

GLAZING

STATION POINT

CEILING HEIGHT

(SEE SPECIFICATIONS)

HORIZONTAL BLINDS

TYPE OF GLAZING

(SEE SCHEDULE)

KEY NOTES

PROPERTY LINE

SCHEDULE) FRAME

FRAMES FRAME

TYPE (SEE

SHEET WHERE

DETAIL IS DRAWN

DETAIL IDENTIFICATION

(SEE WALL TYPE LEGEND & DETAILS)

AREA SHOWN ON LARGE

SCALE DETAIL

TYPE OF WALL

SOUTH

SOLID CORE

SECRETARY

SECTION

SHEET

SHOWER

SHELF

SCHEDULE

S.S.

S.F.

S.C.

S.

SH.

SHT.

SHWR.

SEC.

SECT.

SCHED.

SQUARE

STATION

STAGGERED

SPEAKER

STEEL

STANDARD

STORAGE

STRUCTURAL

SUSPENDED

SQ.

STA.

SPEC.

SPKR.

SUSP.

STD.

STL.

STOR.

STRUCT.

STAG.

SIMILARSIM.

E.J.

E.

DWR.

DWG.

EL.

EA.

E.W.C.

ELEV.

ELEC.

E.P.

EXISTING

DRAWER

EXPANSION JOINT

EACH

ELEVATION

ELECTRICAL

ELEVATOR

DRAWING

EQ.

ENCL.

ENGR.

EXP.

EQPT.

EXT.

F.D.

F.A.

EXPO.

ENCLOSURE

ENGINEER

EQUAL

EQUIPMENT

EXPANSION

EXPOSED

EXTERIOR

FLOOR DRAIN

FIRE ALARM

EMERGENCYEMER.

ELECTRICAL PANELBOARD

ELECTRIC WATER COOLER

T.O.B.

T.O.C.

T.&G.

T.C.

T.P.

T.O.P.

T.O.S.

T.O.R.

T.O.W.

T.O.M.

THICK

TREAD

TYPICAL

THRESHOLD

UNFINISHED

VENTILATION

TYP.

TRD.

THK.

UNF.

V.G.

VENT.

V.I.F.

U.N.O.

THRES.

F.E.C.

F.F.E.

F.H.C.

F.O.F.

F.O.C.

FL.

FDN.

FIN.

FLEX.

FLASH.

F.O.S.

FACE OF FINISH

FACE OF STUD

FINISH

FLOOR

FLASHING

FLEXIBLE

FOUNDATION

F.T.

FPRF.

FT

FTG.

FLUOR.

FUT.

G.B.

GA.

G.W.B.

FURR.

FIREPROOF

FIRE RETARDENT TREATED

FIRE RETARDENT TREATED

FOOTING

FURRING

FUTURE

GRAB BAR

GAUGE

FLUORESCENT

FIRE EXTINGUISHER CAB.

FINISH FLOOR ELEVATION

GYPSUM WALL BOARD

FIRE HOSE CABINET

FACE OF CONCRETE

FIRE EXTINGUISHERF.E.

SYM.

WEST

WIRE GLASS

VESTIBULE

WITH

WEIGHT

VEST.

W.

W.C.

W.G.

WP.

W/

W.S.

WT.

W.P.

GL.

GR.

GYP.

GND.

GALV.

H.B.

H.C.

HDWD.

H.P.

H.M.

GRIDLINE

GROUND

GRADE

GYPSUM

HOLLOW CORE

HOLLOW METAL

HIGH POINT

HARDWOOD

HOSE BIBB

GALVANIZED

HR.

HT.

I.D.

HORIZ.

IN.

INSUL.

INV.

INT.

HORIZONTAL

INCH

HOUR

HEIGHT

INSULATION

INTERIOR

INVERT

HARDWAREHDWE.

INSIDE DIAMETER (DIM.)

VERTICALVERT.

WATERPROOF

WEATHER STRIPPING

SQUARE FOOT OR FEET

UNLESS NOTED OTHERWISE

WATER CLOSET

VERTICAL GRAIN

VERIFY IN FIELD

WALL PROTECTION

TOP OF BEAM

TOP OF CONCRETE

TOP OF PAVEMENT

TONGUE AND GROOVE

TOP OF CURB

SYMMETRICAL

STAINLESS STEEL

SPECIFICATION

TOP OF MASONRY

TOP OF PARAPET

TOP OF STEEL

TOP OF ROOFING

TOP OF WALL

HEIGHT ABOVE FINISH FLOOR

MECHANICAL ENGINEER

MW CONSULTING ENGINEERS

JIM MOORE

North 222 Wall St. Suite 200

Spokane, WA 99201

509.838.9020 (Phone)

509.838.1123 (Fax) jimM@mwengineers.com

ARCHITECT

BEAMAN ARCHITECTURE, LTD.

Michael Beaman

1634 SE 54TH AVE.

Portland, OR 97215

503.236.3300 (Phone)

503.705.3830 (Cell) mb@beamanarch.com

ELECTRICAL ENGINEER

MW CONSULTING ENGINEERS

Dylan Cunningham

North 222 Wall St. Suite 200

Spokane, WA 99201

509.838.9020 (Phone)

509.838.1123 (Fax)

DylanC@MWEngineers.com

ROOM NAME

RM. #

XX

X

NOTE

X

AX-X

DEFERRED SUBMITTALS ARE DEFINED AS THOSE PORTIONS OF THE

DESIGN THAT ARE NOT SUBMITTED AT THE TIME OF THE APPLICATION

AND THAT ARE TO BE SUBMITTED TO THE BUILDING OFFICIAL WITHIN A

SPECIFIED PERIOD BY THE CONTRACTOR. CONTRACTOR IS REQUIRED

TO SUBMIT TO MARION COUNTY FOR PERMIT FOR THE FOLLOWING

SPECIFICATION SECTIONS:

SECTION 095450 - ACOUSTICAL WOOD CEILINGS

NOTE: CONTRACTOR SHALL VERIFY WITH MARION COUNTY

REQUIREMENTS FOR ALL PERMITS, TRADE PERMITS, ETC. PRIOR TO

SUBMITTING BIDS FOR THIS PROJECT

X

X

X

X

OREGON YOUTH AUTHORITY

AUTHORIZED REPRESENTATIVE

Stacy Davis

530 Center St. NE, Suite 500

Salem, OR 97301-3777

503.986.0299 (Phone)

503.910.3313 (Cell)

Stacy.M.Davis@oya.state.or.us

OR

SECTION

MACLAREN

YOUTH

CORRECTIONAL

FACILITY

Scale:

Project No:

Date:

Drawing Number:

Date

Date Issued

No. Revision

DECEMBER 2024

Sheet Title:

18105

CONSULTANTS

Woodburn, Oregon

AS NOTED

SET:

BID SET

b Arch Beaman Architecture, Ltd.

1634 SE 54TH Ave.

Portland, Oregon 97215 tel.: (503) 236-3300

R

E

T

S

I

G E

R

T C

E

T

I

H

C

R

AD

E

O

F O

R

E

G

O

N

S

T

A

T

E

MICHAEL L. BEAMAN

PORTLAND, OREGON

VALLEY COTTAGE RENOVATIONS

REVISED BID PACK 4

OREGON YOUTH AUTHORITY (OYA)

MACLAREN YOUTH CORRECTIONAL

FACILITY (MYCF)

ALTERATIONS

A0-1

COVER SHEET

AutoCAD SHX Text A1-1B

AutoCAD SHX Text

PARTIAL SITE PLAN

AutoCAD SHX Text

SHEET TITLE

AutoCAD SHX Text

SHEET NO.

AutoCAD SHX Text

ARCHITECTURAL

AutoCAD SHX Text A0-1

AutoCAD SHX Text

COVER SHEET

AutoCAD SHX Text A1-1A

AutoCAD SHX Text

PARTIAL SITE PLAN

AutoCAD SHX Text

INDEX OF DRAWINGS

AutoCAD SHX Text 2630 North Pacific Highway; Woodburn, Oregon

AutoCAD SHX Text A2-3

AutoCAD SHX Text

FLOOR PLAN

AutoCAD SHX Text A5-1

AutoCAD SHX Text

EXTERIOR ELEVATIONS

AutoCAD SHX Text A2-4

AutoCAD SHX Text

FLOOR PLAN ABOVE

AutoCAD SHX Text A2-7

AutoCAD SHX Text

WALL TYPES

AutoCAD SHX Text

AutoCAD SHX Text

%%UVICINITY MAP

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text

PROJECT NO. 14069

AutoCAD SHX Text Oregon Youth Authority MacLaren Youth Correctional Facility (MYCF) VALLEY COTTAGE ALTERATIONS

AutoCAD SHX Text E0-1

AutoCAD SHX Text

ELECTRICAL LEGENDS & ABBREVIATIONS

AutoCAD SHX Text E0-2

AutoCAD SHX Text

ELECTRICAL EQUIPMENT SCHEDULES

AutoCAD SHX Text E4-1

AutoCAD SHX Text

ELECTRICAL ONE LINE DIAGRAM

AutoCAD SHX Text A1-0

AutoCAD SHX Text

FACILITIES PLAN

AutoCAD SHX Text A4-2

AutoCAD SHX Text

REFLECTED CEILING PLAN

AutoCAD SHX Text A6-8

AutoCAD SHX Text

MISCELLANEOUS SECTION DETAILS

AutoCAD SHX Text A9-4

AutoCAD SHX Text

DOOR TYPES / DETAILS

AutoCAD SHX Text A9-5

AutoCAD SHX Text

DOOR & WINDOW DETAILS

AutoCAD SHX Text A9-7

AutoCAD SHX Text

DOOR & WINDOW DETAILS

AutoCAD SHX Text E4-2

AutoCAD SHX Text

ELECTRICAL DETAILS

AutoCAD SHX Text

EL5-1

AutoCAD SHX Text

SCHEDULES - LIGHTING

AutoCAD SHX Text

EL2-1

AutoCAD SHX Text

LIGHTING SCHEDULES

AutoCAD SHX Text A4-3

AutoCAD SHX Text

CEILING SEISMIC DETAILS

AutoCAD SHX Text E2-1

AutoCAD SHX Text

ELECTRICAL FLOOR PLAN

AutoCAD SHX Text P0-2

AutoCAD SHX Text

PLUMBING SCHEDULES

AutoCAD SHX Text M0-1

AutoCAD SHX Text

MECHANICAL LEGENDS & ABBREVIATIONS

AutoCAD SHX Text P2-1

AutoCAD SHX Text

PLUMBING FLOOR PLAN

AutoCAD SHX Text P2-0

AutoCAD SHX Text

PLUMBING FOUNDATION - BASEMENT FLOOR PLAN

AutoCAD SHX Text M0-2

AutoCAD SHX Text

MECHANICAL SCHEDULES

AutoCAD SHX Text

SHEET NO.

AutoCAD SHX Text

MECHANICAL & ELECTRICAL

AutoCAD SHX Text A1-3

AutoCAD SHX Text

COTTAGE SITE PLAN

AutoCAD SHX Text A2-8

AutoCAD SHX Text

OUTDOOR RECREATION ENCLOSURE

AutoCAD SHX Text A2-3S

AutoCAD SHX Text

SECURITY FLOOR PLAN

AutoCAD SHX Text

SY2-1

AutoCAD SHX Text

SYSTEMS FIRST FLOOR PLAN

AutoCAD SHX Text E0-3

AutoCAD SHX Text

ELECTRICAL PANEL SCHEDULES

AutoCAD SHX Text E2-2

AutoCAD SHX Text

ELECTRICAL ENLARGED PLAN

AutoCAD SHX Text

SHEET TITLE

AutoCAD SHX Text M2-1

AutoCAD SHX Text

MECHANICAL COTTAGE FLOOR PLAN

AutoCAD SHX Text

ALTERATIONS BID PACK 4 - BOULDER, CRATER, DUNES, FOSSIL & HAYSTACK COTTAGES

AutoCAD SHX Text

VICINITY MAP

AutoCAD SHX Text

FP2-1

AutoCAD SHX Text

FIRE PROTECTION

AutoCAD SHX Text E0-4

AutoCAD SHX Text

ELECTRICAL PANEL SCHEDULES

AutoCAD SHX Text

SEE SECURITY LOW VOLTAGE TABLE OF CONTENTS

AutoCAD SHX Text

SHEET TITLE

AutoCAD SHX Text

SHEET NO.

AutoCAD SHX Text

SECURITY LOW VOLTAGE

AutoCAD SHX Text A5-2

AutoCAD SHX Text

MECHANICAL SCREEN DETAILS

AutoCAD SHX Text A3-1

AutoCAD SHX Text

ROOF PLAN

AutoCAD SHX Text A6-5

AutoCAD SHX Text

WALL SECTIONS

AutoCAD SHX Text A9-1A

AutoCAD SHX Text

INTERIOR ELEVATIONS

AutoCAD SHX Text A1-2

AutoCAD SHX Text

NOT USED

AutoCAD SHX Text A2-1

AutoCAD SHX Text

NOT USED

AutoCAD SHX Text A2-2

AutoCAD SHX Text

NOT USED

AutoCAD SHX Text A2-5

AutoCAD SHX Text

NOT USED

AutoCAD SHX Text A2-6

AutoCAD SHX Text

NOT USED

AutoCAD SHX Text A4-1

AutoCAD SHX Text

NOT USED

AutoCAD SHX Text A6-1-A6-4

AutoCAD SHX Text

NOT USED

AutoCAD SHX Text A6-6-A6-7

AutoCAD SHX Text

NOT USED

AutoCAD SHX Text A9-2-A9-3

AutoCAD SHX Text

NOT USED

AutoCAD SHX Text A9-6

AutoCAD SHX Text

NOT USED

AutoCAD SHX Text A2-0

AutoCAD SHX Text

COTTAGE BASEMENT FLOOR PLAN

AutoCAD SHX Text A5-3

AutoCAD SHX Text

MECHANICAL SCREEN DETAILS

AutoCAD SHX Text

CRATER COTTAGE

AutoCAD SHX Text E0-1

AutoCAD SHX Text

ELECTRICAL LEGENDS & ABBREVIATIONS

AutoCAD SHX Text E0-2

AutoCAD SHX Text

ELECTRICAL EQUIPMENT SCHEDULES

AutoCAD SHX Text E4-1

AutoCAD SHX Text

ELECTRICAL ONE LINE DIAGRAM

AutoCAD SHX Text E4-2

AutoCAD SHX Text

ELECTRICAL DETAILS

AutoCAD SHX Text

EL5-1

AutoCAD SHX Text

SCHEDULES - LIGHTING

AutoCAD SHX Text

EL2-1

AutoCAD SHX Text

LIGHTING SCHEDULES

AutoCAD SHX Text E2-1

AutoCAD SHX Text

ELECTRICAL FLOOR PLAN

AutoCAD SHX Text P0-2

AutoCAD SHX Text

PLUMBING SCHEDULES

AutoCAD SHX Text M0-1

AutoCAD SHX Text

MECHANICAL LEGENDS & ABBREVIATIONS

AutoCAD SHX Text P2-1

AutoCAD SHX Text

PLUMBING FLOOR PLAN

AutoCAD SHX Text P2-0

AutoCAD SHX Text

PLUMBING FOUNDATION - BASEMENT FLOOR PLAN

AutoCAD SHX Text M0-2

AutoCAD SHX Text

MECHANICAL SCHEDULES

AutoCAD SHX Text

SY2-1

AutoCAD SHX Text

SYSTEMS FIRST FLOOR PLAN

AutoCAD SHX Text E0-3

AutoCAD SHX Text

ELECTRICAL PANEL SCHEDULES

AutoCAD SHX Text E2-2

AutoCAD SHX Text

ELECTRICAL ENLARGED PLAN

AutoCAD SHX Text M2-1

AutoCAD SHX Text

MECHANICAL COTTAGE FLOOR PLAN

AutoCAD SHX Text

FP2-1

AutoCAD SHX Text

FIRE PROTECTION

AutoCAD SHX Text E0-4

AutoCAD SHX Text

ELECTRICAL PANEL SCHEDULES

AutoCAD SHX Text

BOULDER AND DUNES COTTAGES

AutoCAD SHX Text

AutoCAD SHX Text

ARCHITECTURAL SYMBOLS

AutoCAD SHX Text

ABBREVIATIONS

AutoCAD SHX Text

HB

AutoCAD SHX Text A

AutoCAD SHX Text A6-1

AutoCAD SHX Text A

AutoCAD SHX Text A6-1

AutoCAD SHX Text 0'-0"

AutoCAD SHX Text

DEFERRED SUBMITTALS

AutoCAD SHX Text

DESIGN TEAM

VEHICLE

SALLYPORT

ENTRANCE

BUILDING

CONTRACTOR PARKING AREA;

VERIFY WITH OWNER AS TO

SPACES ALLOTED AND EXACT

LOCATION

PERIMETER FENCING

NEW UNDERGROUND

ELECTRICAL; SEE ELECTRICAL

DRAWINGS

BID PACK 1: NEW UNDERGROUND

ELECTRICAL (COMPLETE)

BOULDER

COTTAGE

CRATER

COTTAGE

DUNES

COTTAGE

FOSSIL

COTTAGE

LAKE

COTTAGE

JASPER

COTTAGE

HAYSTACK

COTTAGE

GRANITE

COTTAGE

PLAN FLIPPED EAST-WEST

FLOOR PLAN FLIPPED

EAST-WEST

FLOOR PLAN FLIPPED

EAST-WEST

FLOOR PLAN FLIPPED

NORTH - SOUTH

BUILDING CODE INFORMATION

APPLICABLE BUILDING CODE: 2014 INTERNATIONAL BUILDING CODE

BUILDING AGENCY/ JURISDICTION: MARION COUNTY OREGON

EARTHQUAKE SITE CLASS: CLASS D

BASIC WIND SPEED: 120 MPH

TOTAL BUILDING AREA: 5,500 SF

BUILDING CODE REQUIREMENTS

OCCUPANCY

GROUPS: (CHAPTER 5) I-3 CONDITION CONDITION 4

INCIDENTAL USE AREAS PER TABLE 508.2 WHERE OCCUR.

ACCESSORY USE AREAS PER SECTION 508.3.1 WHERE OCCUR.

NONSEPARATED USES: (SECT 508.3.2)

NONSEPARATED USES ARE PROPOSED FOR ALL BUILDINGS. NO SEPARATION AMONG DIFFERENT USES WITHIN EACH BUILDING REQUIRED. BUILDINGS BUILT TO MOST RESTRICTIVE TYPE OF CONSTRUCTION REQUIREMENTS BASED ON AREA & HEIGHT

LIMITATIONS OF EACH USE.

CONSTRUCTION

TYPE: PROPOSED: TYPE V-B. USE FRONTAGE OR FIRE SPRINKLER SUBSTITUTION AREA INCREASE (SECTION 506.3 OR 507).

ALLOWABLE FLOOR AREA

(TABLE 503): = BLDG 1: I-3 - 7,500 SF

OCCUPANT LOAD:

TOTAL DORMITORY AREA IS 1,690 GSF. PER IBC TABLE 1004.1.2 ALLOWED MAXIMUM NUMBER OF OCCUPANTS WOULD BE (33) OCCUPANTS. INITIAL USE OF THE BUILDING WILL ACCOMMODATE (16) OCCUPANTS WITH ULTIMATE DESIGN OCCUPANCY

ALLOWING A MAXIMUM OF (24) OCCUPANTS.

APPLICABLE PORTIONS OF THE CODE TO THIS PROJECT:

CHAPTER 4:

408.3 MEANS OF EGRESS. EXCEPT AS MODIFIED OR AS PROVIDED FOR IN THIS SECTION, THE PROVISIONS OF CHAPTER 10 SHALL

APPLY.

408.3.1 DOOR WIDTH. DOORS TO RESIDENT SLEEPING UNITS SHALL HAVE A CLEAR WIDTH OF NOT LESS THAN 28 INCHES.

408.4 LOCKS. EGRESS DOORS ARE PERMITTED TO BE LOCKED IN ACCORDANCE WITH THE APPLICABLE USE CONDITION. DOORS FROM AN AREA OF REFUGE TO THE EXTERIOR ARE PERMITTED TO BE LOCKED WITH A KEY IN LIEU OF LOCKING METHODS DESCRIBED IN SECTION 408.4.1. THE KEYS TO UNLOCK THE EXTERIOR DOORS SHALL BE AVAILABLE AT ALL TIMES AND THE LOCKS

SHALL BE OPERABLE FROM BOTH SIDES OF THE DOOR.

408.3.7 SALLYPORTS.

A SALLYPORT SHALL BE PERMITTED IN A MEANS OF EGRESS WHERE THERE ARE PROVISIONS FOR CONTINUOUS AND

UNOBSTRUCTED PASSAGE THROUGH THE SALLYPORT DURING AN EMERGENCY EGRESS CONDITION.

408.8 SUBDIVISION OF RESIDENT HOUSING AREAS.

SLEEPING AREAS AND ANY CONTIGUOUS DAY ROOM, GROUP ACTIVITY SPACE OR OTHER COMMON SPACES WHERE RESIDENTS ARE HOUSED SHALL BE SEPARATED FROM OTHER SPACES IN ACCORDANCE WITH SECTIONS 408.8.1 THROUGH 408.8.4.

408.8.3 OPENINGS IN ROOM FACE.

THE AGGREGATE AREA OF OPENINGS IN A SOLID SLEEPING ROOM FACE IN OCCUPANCY CONDITIONS 2, 3, 4 AND 5 SHALL NOT EXCEED 120 SQUARE INCHES. THE AGGREGATE AREA SHALL INCLUDE ALL OPENINGS INCLUDING DOOR UNDERCUTS, FOOD

PASSES AND GRILLES. OPENINGS SHALL BE NOT MORE THAN 36 INCHES ABOVE THE FLOOR.

408.8.4 SMOKE-TIGHT DOORS.

DOORS IN OPENINGS IN PARTITIONS REQUIRED TO BE SMOKE TIGHT BY SECTION 408.8 SHALL BE SUBSTANTIAL DOORS, OF CONSTRUCTION THAT WILL RESIST THE PASSAGE OF SMOKE. LATCHES AND DOOR CLOSURES ARE NOT REQUIRED.

408.9 FIRE ALARM SYSTEM.

A FIRE ALARM SYSTEM SHALL BE PROVIDED IN ACCORDANCE WITH SECTION 907.2.6.3.

408.10 AUTOMATIC SPRINKLER SYSTEM.

GROUP I-3 OCCUPANCIES SHALL BE EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE WITH

SECTION 903.2.6.

408.11 EMERGENCY VENTILATION.

GROUP I-3, RESIDENT HOUSING AREAS SHALL BE EQUIPPED WITH SMOKE AND HEAT VENTING BY THE FOLLOWING:

2. ROOF VENTS CAPABLE OF BEING MANUALLY OPERATED, INSTALLED IN ACCORDANCE WITH THEIR LISTING AND SECTION 910.3.2. THE MAXIMUM CENTER-TO-CENTER SPACING BETWEEN VENTS SHALL BE 100 FEET AND �h.�h.�h.THE VENTING

RATIO OF EFFECTIVE AREA OF VENT OPENINGS TO FLOOR AREA SHALL BE 1:150.

CHAPTER 5:

TABLE 503:

TYPE V-B - BASIC ALLOWABLE FLOOR AREA = 5,000 SF

506.3 AUTOMATIC SPRINKLER SYSTEM INCREASE: 200% (5,000 SF) = 10,000 SF > 5,500 SF (ACTUAL AREA) = OK

CHAPTER 6:

TYPE V-B CONSTRUCTION:

STRUCTURAL FRAME: 0 HOUR

BEARING WALLS EXTERIOR: 0 HOUR AND PER TABLE 602

BEARING WALLS INTERIOR: 0 HOUR

NON BEARING EXTERIOR WALLS: PER TABLE 602

NON BEARING WALLS AND PARTITIONS: 0 UNLESS OTHERWISE REQUIRED.

FLOOR CONSTRUCTION: 0 HOUR

ROOF CONSTRUCTION: 0 HOUR

NOTE D. AN APPROVED AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE WITH SECTION 903.3.1.1 SHALL BE ALLOWED TO BE SUBSTITUTED FOR 1-HOUR FIRE-RESISTANCE-RATED CONSTRUCTION, PROVIDED SUCH SYSTEM IS NOT OTHERWISE REQUIRED BY OTHER PROVISIONS OF THE CODE OR USED FOR AN ALLOWABLE AREA INCREASE IN ACCORDANCE WITH SECTION 506.3 OR AN ALLOWABLE HEIGHT INCREASE IN ACCORDANCE WITH SECTION 504.2. THE 1-HOUR SUBSTITUTION FOR THE FIRE RESISTANCE

OF EXTERIOR WALLS SHALL NOT BE PERMITTED.

CHAPTER 9:

SERVERY DOES HAVE A TYPE 1 HOOD, SO 904.2.1 DOES PPLY, AND UCTWORK FROM REXHAUST HOOD WILL NEED TO BE IN A

RATED ENCLOSURE ABOVE CEILING TO ROOF.

907.2.6.3 GROUP I-3 SHALL BE EQUIPPED WITH A MANUAL AND AUTOMATIC FIRE ALARM SYSTEM FOR ALERTING STAFF.

907.2.6.3.3 SMOKE DETECTORS: SHALL BE INSTALLED THRU OUT RESIDENT HOUSING AREAS INCLUDING SLEEPING UNITS AND CONTIGUOUS DAY ROOMS, GROUP ACTIVITY SPACES AND OTHER COMMON SPACES NORMALLY ACCESSIBLE TO RESIDENTS.

CHAPTER 10: THIS BUILDING IS DESIGNED TO HOUSE 24 YOUTH MAXIMUM.

TABLE 1004.1.2: MAXIMUM FLOOR AREA ALLOWANCES PER OCCUPANT

ASSEMBLY WITHOUT FIXED SEATS: UNCONCENTRATED (TABLES & CHAIRS) - 15 NET

DINING: 450 NSF / 15 NSF = 30 OCCUPANTS MAXIMUM.

MULTIPURPOSE: 670 NSF / 15 = 44 OCCUPANTS MAXIMUM.

DORMITORY: 50 GROSS

DORM 110: 513 GSF / 50 = 10 OCCUPANTS MAXIMUM. ACTUAL = 8 OCCUPANTS MAXIMUM.

DORM 112: 936 GSF / 50 = 18 OCCUPANTS MAXIMUM. ACTUAL = 16 OCCUPANTS MAXIMUM.

OSSC 2014 SECTION 1703.1: APPROVED AGENCY. THE STRUCTURAL REQUIRES SPECIAL INSPECTION. A SPECIAL INSPECTION

AGREEMENT WILL BE SUBMITTED TO VERIFY THE AGENCY.

GENERAL NOTES:

THESE NOTES APPLY TO ALL DRAWING SHEETS AND ARE PART OF THE

CONTRACT DOCUMENTS.

1. ALL CONSTRUCTION WORK SHALL BE DONE IN STRICT COMPLIANCE

WITH THE LATEST EDITION OF THE INTERNATIONAL BUILDING CODE, AS

AMENDED BY THE STATE OF OPREGON AND WITH ALL OTHER STATE AND

LOCAL CODES AND BUILDING REQUIREMENTS THAT APPLY.

2. THE CONTRACTOR AND SUBCONTRACTORS SHALL VERIFY ALL

DIMENSIONS AND CONDITIONS SHOWN ON DRAWINGS AND AT THE

EXISTING BUILDING. NOTIFY OWNER OF ANY DISCREPANCIES PRIOR TO

START OF WORK. ALL WORK IS TO BE COORDINATED WITH OWNER.

3. BIDDING CONTRACTORS AND SUBCONTRACTORS SHALL CAREFULLY

EXAMINE THE SITE AND THE CONSTRUCTION DOCUMENTS.

DISCREPANCIES IN THE PLANS OR SPECIFICATIONS SHALL BE CALLED TO

THE ATTENTION OF THE OWNER PRIOR TO SUBMISSION OF BID SO THAT

ADDENDA MAY BE ISSUED. FAILURE TO DO SO ON THE PART OF THE

CONTRACTORS DOES NOT RELIEVE THEM OF THE RESPONSIBILITY TO

PROVIDE A CORRECT AND FINISHED PRODUCT.

4. ALL PLAN DIMENSIONS ARE TO GRIDLINE, CENTERLINE OF COLUMN OR

FINISH FACE OF WALLS / SURFACES, U.N.O.

5. SITE USAGE: USE OF THE SITE FOR ANY CONSTRUCTION STAGING OR

OTHER OPERATIONS SHALL BE COORDINATED WITH THE OWNER. DO NOT

BLOCK OR ADVERSELY AFFECT ANY PUBLIC OR ADJACENT AREAS OR

OTHER AREAS NOT WITHIN THE CONSTRUCTION LIMITS. DO NOT DISTURB

TENANTS OF ADJACENT BUILDING OR THEIR CLIENTS.

6. SITE USAGE FOR EQUIPMENT: USE OF AND LOCATION OF ALL

EQUIPMENT MUST BE APPROVED BY THE OWNER. IF APPROVAL AND / OR

USE OF ANY EQUIPMENT AFFECTS A CONTRACTOR'S BID THEN

CONTRACTOR WILL BE REQUIRED TO OBTAIN APPROVAL PRIOR TO BID

SUBMISSION. ACCEPTABLE SUPPORT AND PROTECTION OF EXISTING

GROUNDS AND PROPERTY SHALL BE INCLUDED IN CONTRACTOR'S BID

AMOUNT.

7. COORDINATION: CONTRACTOR SHALL COORDINATE REQUIREMENTS OF

ALL TRADES TO ALLOW FOR TIMELY INCLUSION IN THE WORK ALL

REQUIRED ITEMS SO AS NOT TO DELAY THE WORK OR THE WORK OF ANY

SUBCONTRACTOR.

8. SPECIFICATIONS: REQUIREMENTS OF THE SPECIFICATIONS APPLY TO

ALL ASPECTS OF THE WORK AND ARE INCLUDED AS ADDTIONAL

INFORMATION FOR EACH ITEM SO SPECIFIED. IF DISCREPANCIES EXIST

BETWEEN SPECIFICATIONS AND DRAWINGS, THE MORE STRINGENT

REQUIREMENT(S) SHALL PREVAIL. NOTIFY THE OWNER, IN WRITING, OF

ANY DISCREPANCIES PRIOR TO SUBMITTAL OF BID TO OBTAIN

CLARIFICATION.

9. CONTRACTOR SHALL BE RESPONSIBLE FOR SECURITY OF ALL

MATERIALS STORED ON-SITE UNTIL FINAL ACCEPTANCE OF WORK BY THE

OWNER.

10. ALL WORK AND MATERIALS SHALL BE INSTALLED IN STRICT

ACCORDANCE WITH MANUFACTURER'S AND INDUSTRY'S

RECOMMENDATIONS OR SPECIFICATIONS. SUBMIT SHOP DRAWINGS AS

REQUIRED IN SPECIFICATIONS.

11. ALL WORK SHALL BE PERFORMED IN A FIRST CLASS, WORKMAN-LIKE

MANNER MATCHING AND ALIGNING ALL SURFACES, WHERE APPLICABLE,

TO AFFORD A FINISHED AND CLEAN APPEARANCE. THE CONTRACTOR

SHALL CLEAN ALL SURFACES AND REMOVE ALL DIRT AND REFUSE CAUSED

BY DEBRIS FROM INSTALLATION TECHNIQUES OF EACH TRADE. ADJACENT

EXISTING SURFACES SHALL BE LEFT AS THEY APPEARED PRIOR TO THE

COMMENCEMENT OF WORK UNDER THIS CONTRACT, UNLESS

SPECIFICALLY STATED ELSEWHERE.

12. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING CONDITIONS

AT THE JOB SITE SO AS TO MEET THE REQUIREMENTS OF THE

OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA), DURING

THE ENTIRE CONSTRUCTION PERIOD. THIS PROVISION SHALL COVER THE

CONTRACTOR'S EMPLOYEES AND ALL OTHER PERSONS WORKING UPON

OR VISITING THE SITE. THE CONTRACTOR SHALL ADVISE AND INFORM HIS

EMPLOYEES, SUBCONTRACTORS AND SUPPLIERS OF ALL OSHA

REQUIREMENTS.

13. ALL MATERIALS USED FOR CONSTRUCTION SHALL BE NEW AND

UNDAMAGED AND SHALL BE MADE AVAILABLE FOR INSPECTION AND

APPROVAL BY THE OWNER PRIOR TO INSTALLATION. THE CONTRACTOR

SHALL PROVIDE THE OWNER WITH A CERTIFICATE OF MATERIALS FROM

THE SUPPLIER, IF REQUESTED.

14. DURING CONSTRUCTION, ALL AREAS ADJACENT TO THE PROJECT

SHALL BE KEPT CLEAN OF MATERIAL DEPOSITS RESULTING FROM ON-SITE

CONSTRUCTION, AND EXISTING STRUCTURES SHALL BE PROTECTED.

15. ALL WORK, INCLUDING ANY DEMOLITION, MUST BE COORDINATED WITH

THE OWNER ON A DAILY BASIS.

16. CONTRACTOR SHALL VERIFY ALL PERTINENT EXISTING UTILITES SUCH

AS: SANITARY SEWER, STORM SEWER, GAS AND ELECTRICAL POWER.

CONTRACTOR SHALL VERIFY EXISTING ELECTRICAL SERVICE AND SHALL

PROVIDE TEMPORARY SERVICE AS REQUIRED FOR CONSTRUCTION.

17. UNLESS OTHERWISE NOTED, PROVIDE ALL MISCELLANEOUS

FASTENERS, HARDWARE AND ACCESSORIES AS REQUIRED FOR A

COMPLETE INSTALLATION, WHETHER OR NOT SUCH ITEMS HAVE BEEN

SPECIFICALLY MENTIONED IN THE DRAWINGS AND SPECIFICATIONS.

NOTIFY THE OWNER OF ANY REVISIONS OR ADDITIONAL INFORMATION

OBTAINED FROM THE MANUFACTURER OF SPECIFIED MATERIALS OR

EQUIPMENT WHICH MAY AFFECT THE CONTRACT TIME, COST OR QUALITY

OF WORK.

Scale:

Project No:

Date:

Drawing Number:

Date

Date Issued

No. Revision

DECEMBER 2024

Sheet Title:

18105

CONSULTANTS

Woodburn, Oregon

AS NOTED

SET:

BID SET

b Arch Beaman Architecture, Ltd.

1634 SE 54TH Ave.

Portland, Oregon 97215 tel.: (503) 236-3300

RETSIGER TC

ETI

HCRADE

OF OREGONSTAT E

MICHAEL L. BEAMAN

PORTLAND, OREGON

VALLEY COTTAGE RENOVATIONS

REVISED BID PACK 4

OREGON YOUTH AUTHORITY (OYA)

MACLAREN YOUTH CORRECTIONAL

FACILITY (MYCF)

ALTERATIONS

A1-0

FACILITIES PLAN

1'=100'-0"

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NORTH

HYDRO SEED ALL AREAS DISTURBED BY

CONSTRUCTION NOT NOTED AS

ASPHALT OR BUILDING AREAS; TYP.

C E

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ELECTRICAL POLE AND FIRE HYDRANTS;

SEE NOTE.

(E) SHED TO

REMAIN WITH NEW

BOLLARDS; TYP.

FH

NEW ASPHALT

PAVING; TYP.

R

R

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25'-0" 37'-7" 37'-6" 14'-11" 10'-1"

15'-0"

59'-0"

DUNES COTTAGEFOSSIL COTTAGE

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NOTE: HYDRO SEED ALL AREAS

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AREAS; TYP.

37'-6" VERIFY

NEW ASPHALT

PAVING; TYP.

NOTE: REMOVE ALL EXISTING ASPHALT AND/OR

CONC. FOR NEW DRIVES. EXCAVATE AND

BACKFILL AS REQUIRED.

NOTE: VERIFY ALL DIMENSIONS AND STAKE FOR

OWNER ACCEPTANCE PRIOR TO STARTING

EXCAVATION.

NOTE: VERIFY ALL UNDERGROUND UTILITY

LOCATIONS PRIOR TO EXCAVATION. UTILITY MAPS

ARE AVAILABLE FROM THE OWNER.

FH

(E) SHED TO

REMAIN WITH NEW

BOLLARDS; TYP.

EXISTING

ASPHALT PAVING;

TYP.

NEW BOLLARDS ON EACH SIDE OF (E)

ELECTRICAL POLE AND FIRE HYDRANTS;

SEE NOTE.

74'-2"

ALIGNED EDGE OF NEW DRIVE WITH EDGE

OF EXISTING BUILDING FOUNDATION; TYP.

R

59'-0"

METAL BOLLARDS

A. Fabricate metal bollards from Schedule 40 steel pipe, 1/4-inch wall-thickness by 12-inch diameter by 48-inches above grade, round steel pipe.

1. Cap bollards with 1/4-inch thick steel plate.

B. Fabricate bollards with 3/8-inch thick steel baseplates for bolting to concrete slab. Drill baseplates at all four corners for 3/4-inch anchor bolts.

1. Where bollards are to be anchored to sloping concrete slabs, angle baseplates for plumb alignment of bollards.

C. Install 24-inch by 24-inch by 6-inch deep concrete slabs for anchorage of bollard base plates.

D. Prime bollards with zinc-rich primer for field painting; paint.

R

(E) SHED TO

REMAIN WITH NEW

BOLLARDS; TYP.

R

R

CRATER COTTAGE BOULDER COTTAGE

UNDISTURBED

EARTH

1-1/2"=1'-0"

3/4" MINUS CRUSHED,

COMPACTED ROCK

TO 95%

ASPHALT PAVING TOP

COURSE

GEOTEXTILE FABRIC

ASPHALT PAVING BASE

COURSE

TACK COAT

PRIME COAT

1-1/2"=1'-0"

UNDISTURBED

EARTH

3/4" MINUS CRUSHED,

COMPACTED ROCK

TO 95%

GEOTEXTILE FABRIC

ASPHALT PAVING

R

R

C.I.P CONC. CURB

1-1/2"=1'-0"

UNDISTURBED

EARTH

3/4" MINUS CRUSHED,

COMPACTED ROCK

TO 95%

GEOTEXTILE FABRIC

ASPHALT PAVING

R

R

C.I.P CONC. CURB

NOTE: SEE SHEET A1-1B FOR GENERAL NOTES AT CONCRETE CURBS.

Scale:

Project No:

Date:

Drawing Number:

Date

Date Issued

No. Revision

DECEMBER 2024

Sheet Title:

18105

CONSULTANTS

Woodburn, Oregon

AS NOTED

SET:

BID SET

b Arch Beaman Architecture, Ltd.

1634 SE 54TH Ave.

Portland, Oregon 97215 tel.: (503) 236-3300

VALLEY COTTAGE RENOVATIONS

REVISED BID PACK 4

OREGON YOUTH AUTHORITY (OYA)

MACLAREN YOUTH CORRECTIONAL

FACILITY (MYCF)

ALTERATIONS

A1-1A

PARTIAL SITE PLAN

1"=20'-0" PROPOSED NEW ROADWAY

1"=20'-0" PROPOSED NEW ROADWAY

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%%UPARTIAL SITE PLAN - BOULDER-CRATER COTTAGES

FH

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TYP.

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DISTURBED BY CONSTRUCTION NOT

NOTED AS ASPHALT OR BUILDING

AREAS; TYP.

(E) SHED TO

REMAIN WITH NEW

BOLLARDS; TYP.

59'-0"

HAYSTACK COTTAGEGRANITE COTTAGE

29'-6" 29'-6"

75'-0"

8'-0" 59'-0" 8'-0"

R

R

NEW ASPHALT

PAVING; TYP.

NEW BOLLARDS ON EACH SIDE OF (E)

ELECTRICAL POLE AND FIRE HYDRANTS;

TYP.; SEE NOTE.

LAKE COTTAGEJASPER COTTAGE

METAL BOLLARDS

A. Fabricate metal bollards from Schedule 40 steel pipe, 1/4-inch wall-thickness by 12-inch diameter by 48-inches above grade, round steel pipe.

1. Cap bollards with 1/4-inch thick steel plate.

B. Fabricate bollards with 3/8-inch thick steel baseplates for bolting to concrete slab. Drill baseplates at all four corners for 3/4-inch anchor bolts.

1. Where bollards are to be anchored to sloping concrete slabs, angle baseplates for plumb alignment of bollards.

C. Install 24-inch by 24-inch by 6-inch deep concrete slabs for anchorage of bollard base plates.

D. Prime bollards with zinc-rich primer for field painting; paint.

NEW ASPHALT

PAVING; TYP.

(E) SHED TO

REMAIN WITH NEW

BOLLARDS; TYP.

EXISTING

ASPHALT PAVING;

TYP.

NOTE: HYDRO SEED ALL AREAS

DISTURBED BY CONSTRUCTION NOT

NOTED AS ASPHALT OR BUILDING

AREAS; TYP.

75'-0"

8'-0" 59'-0" 8'-0"

NEW BOLLARDS ON EACH SIDE OF (E)

ELECTRICAL POLE AND FIRE HYDRANTS;

TYP.; SEE NOTE.

R

R

NOTE: REMOVE ALL EXISTING ASPHALT AND/OR CONC. FOR

NEW DRIVES. EXCAVATE AND BACKFILL AS REQUIRED.

NOTE: VERIFY ALL DIMENSIONS AND STAKE FOR OWNER

ACCEPTANCE PRIOR TO STARTING EXCAVATION.

NOTE: VERIFY ALL UNDERGROUND UTILITY LOCATIONS PRIOR

TO EXCAVATION. UTILITY MAPS ARE AVAILABLE FROM THE

OWNER.

GENERAL NOTES FOR CONC. CURBS

1. LATERAL CONTRACTION JOINTS SHALL BE

PLACED AT INTERVALS OF NOT MORE THAT 15'-0"

NOR LESS THAN 6'-0" IN LENGTH. THE JOINTS

SHALL BE A MINIMUM OF 3" IN DEPTH.

2. EXPANSION JOINTS SHALL BE PLACED

TRANSVERSLY AT RADIUS POINTS OF CURVES

AND AT ANGLE POINTS OR AS DIRECTED BY

ARCHITECT. THE EXPANSION JOINT SHALL BE A

ONE-PIECE ASPHALTIC MATERIAL HAVING THE

SAME DIMENSIONS AS THE CURB AND BE

" THICK.

3. EXPANSION JOINTS ARE TO BE PLACED AS

FOLLOWS:

A. AT TANGENT POINTS OF CIRCULAR CURBS.

B. BETWEEN CURBS AND ABUTTING RIGID

OBJECTS.

C. AT OTHER PLACES WHERE STRESSES MAY

DEVELOP.

D. THE MAXIMUM SPACING IS TO BE 100 FEET.

4. CONCRETE STRENGTH TSHALL BE 3,500 PSI

AVG. ENTRAINED AIR SHALL BE 5% - 9%. WATER /

CEMENT RATIO SHALL BE LESS THAT 0.40. SLUMP

SHALL BE A MAXIMUM OF 3 INCHES.

Scale:

Project No:

Date:

Drawing Number:

Date

Date Issued

No. Revision

DECEMBER 2024

Sheet Title:

18105

CONSULTANTS

Woodburn, Oregon

AS NOTED

SET:

BID SET

b Arch Beaman Architecture, Ltd.

1634 SE 54TH Ave.

Portland, Oregon 97215 tel.: (503) 236-3300

VALLEY COTTAGE RENOVATIONS

REVISED BID PACK 4

OREGON YOUTH AUTHORITY (OYA)

MACLAREN YOUTH CORRECTIONAL

FACILITY (MYCF)

ALTERATIONS

A1-1B

PARTIAL SITE PLAN

1"=20'-0" PROPOSED NEW ROADWAY

1"=20'-0" PROPOSED NEW ROADWAY

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%%UPARTIAL SITE PLAN - GRANITE - HAYSTACK COTTAGES

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%%UPARTIAL SITE PLAN - JASPER - LAKE COTTAGES

A001: NOT USED.

A002: NOT USED.

A003: NOT USED.

A004: NOT USED.

A005. TEMPORARY CONSTRUCTION FENCING; 8'-0" H X 10'-0" L

PANELS WITH VEHICLE GATE AS INDICATED. CONTRACTOR VERIFY

CONFIGURATION AND REQUIREMENTS. INSTALL (3) 30LB SAND

BAGS AND PERPENDICULAR PANELS AT EVERY OTHER PANEL END

FOR BALLAST AGAINST OVERTURN DUE TO WIND (VERIFY). INSTALL

PRIVACY SCREENING ON ALL SIDES; COMMERCIAL GRADE MATERIAL:

175 G/M2 AND 90% PRIVACY & AIRFLOW BLOCKAGE.

KEY NOTES:

GENERAL NOTES:

1. ALL DISTURBED AREAS ARE TO BE FINE GRADED AND

RE-SEEDED TO MATCH EXISTING LAWN AREAS. ALLOW FOR 10,000

SQUARE FEET OF NEW RE-SEEDED AREA IN CONTRACTOR BID.

141'-4"

161'-3"

20'-2"

LINE TYPE

DESIGNATION

LINE TYPE DEFINITION

EXISTING OVERHEAD ELECT.

POWER

EXISTIING UNDERGROUND

ELECT. POWER

EXISTING OVERHEAD FIBEROPTIC

CABLE

EXISTING OVERHEAD ELECT.

CONDUIT MOUNTED ON BUILDING

EXISTING UNDERGROUND GAS

UTILITY

EXISTING OVERHEAD GAS PIPING

MOUNTED ON BUILDING

NOTE: ALL EXISTING UTILITIES ARE TO REMAIN IN

PLACE UNLESS SPECIFICALLY NOTED OTHERWISE

WITHIN CONTRACT DOCUMENTS.

EXISTING UNDERGROUND

STORM DRAIN

EXISTING UNDERGROUND

WATER

EXISTING UNDERGROUND

SANITARY SEWER

Scale:

Project No:

Date:

Drawing Number:

Date

Date Issued

No. Revision

DECEMBER 2024

Sheet Title:

18105

CONSULTANTS

Woodburn, Oregon

AS NOTED

SET:

BID SET

b Arch Beaman Architecture, Ltd.

1634 SE 54TH Ave.

Portland, Oregon 97215 tel.: (503) 236-3300

R

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MICHAEL L. BEAMAN

PORTLAND, OREGON

VALLEY COTTAGE RENOVATIONS

REVISED BID PACK 4

OREGON YOUTH AUTHORITY (OYA)

MACLAREN YOUTH CORRECTIONAL

FACILITY (MYCF)

ALTERATIONS

A1-3

TYP. COTTAGE SITE PLAN

1/8"-1'-0" (BOULDER COTTAGE ORIENTATION)

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D001: (E) HOT WATER HOLDING TANK; SEE PLUMBING DRAWINGS.

D002: (E) SUMP TO BE REPLACED.

D003: (E) HOT WATER BOOSTER A

D004: ROUTE FOR INSTALLATION OF NEW PLUMBING FOR TOILET 111.

KEY NOTES:

(E) UNEXCAVATED AREA

(E) UNEXCAVATED AREA

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Scale:

Project No:

Date:

Drawing Number:

Date

Date Issued

No. Revision

DECEMBER 2024

Sheet Title:

18105

CONSULTANTS

Woodburn, Oregon

AS NOTED

SET:

BID SET

b Arch Beaman Architecture, Ltd.

1634 SE 54TH Ave.

Portland, Oregon 97215 tel.: (503) 236-3300

R

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G E

R

T C

E

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I

H

C

R

R

E

G

O

N

S

T

A

T

E

MICHAEL L. BEAMAN

PORTLAND, OREGON

VALLEY COTTAGE RENOVATIONS

REVISED BID PACK 4

OREGON YOUTH AUTHORITY (OYA)

MACLAREN YOUTH CORRECTIONAL

FACILITY (MYCF)

ALTERATIONS

A2-0

COTTAGE BASEMENT

3/16=1'-0"

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%%UCOTTAGE BASEMENT FLOOR PLAN

A001-A002 NOT USED.

A003: 3X3 STL. POST FOR SUPPORT OF HOLLOW METAL SYSTEM,

PAINT; HEIGHT AS NOTED, VERIFY; FOR TOP AND BOTTOM

CONNECTIONS. SEE DETAILS 5/A2-7 & F/A2-7.

A004-A021. NOT USED.

A022. EXISTING GLAZING AND GLASS CLAMPS AT OUTDOOR

RECREATION TO BE REMOVED AND REPLACED WITH PERFORATED

METAL; SEE SHEET A2-8.

A0023. NOT USED.

A024. NEW 4" THICK CONC. SLAB-ON-GRADE ; SAW-CUT CONC.

SLAB, EXCAVATE AND INSTALL 6",

" MINUS CRUSHED GRAVEL AND

COMPACT TO 98% PRIOR TO INSTALLING NEW CONC. THIS WILL

ALLOW ACCESS TO TUNNEL AT LOWER LEVEL FOR PLUMBING

INSTALLATION.

A025. NEW CERAMIC TILE THIN-SET ON CONC. SLAB.

A026 - A029. NOT USED.

A030. INSTALL REMOTE VISUAL ALARM FOR EXISTING SUMP PUMP

IN BASEMENT. LOCATE JUST BELOW UPPER WINDOWS AT 6'-6"

A.F.F.; VERIFY EXACT LOCATION.

A031. TRANSACTION DRAWER, US BULLET PROOFING USDT 150 AT

45° WALL, 7 3/4″ W x 6 1/4″ L x 1 1/4″ H . SEE SPECIFICATION SECTION

102813.63. MODIFY CASEWORK TO ACCEPT THE INSTALLATION OF

THE TRANSACTION DRAWER. SEE DETAIL 8/A9-4.

NOTE: INTERIOR ELEVATIONS INDICATE INSTALLATION OF NEW

WALL CLADDING AND MISC. SIMULATED STONE WINDOW SILLS AND

JAMBS.

NOTE: SEE SHEET A2-7 FOR WALL TYPES .

NOTE: SEE SHEET A9-4 FOR FRAME AND DOOR TYPES.

NEW CERAMIC TILE THIN-SET ON CONC. SLAB. SEE NOTE THIS

SHEET.

KEY NOTES:

A

MULTI-PURPOSE

OFFICE

COUNSEL.

F.S.

DORM

DORM

SERVERY

DINING

ELECT.

COMMONS

OUTDOOR

RECREATION

LAVATORY

LOW VOLT.

LAUNDRY

TOILET /

SHOWER

COUNSEL.

JAN.

HW

BOILER

TLT.

O

A

STAFF

TLT.

A9-1A

A

B

A9-1A

D

C

B

A

A9-1A

A

111A

TLT.

F

F

FD

5'-11 5/8"

A024

A9-1A

A

A9-1A

A

D

C

B

A9-1A

B

D

A

C

A9-1A

D

C

B

A

35'-6"

SEE DETAIL

FOR PLUMBING VENT PENETRATION AT

ROOF

SEE DETAIL

FOR FLUSH VALVE BOX DETAIL AT

TOILET 111.

SEE DETAIL

FOR CERAMIC TILE DETAILS AT TOILET

111.

SEE DETAIL

FOR WOOD BASE DETAILS ON WALLS

JUST OUTSIDE OF TOILET 111.

NOTE: INSTALL NEW CERAMIC TILE

FINISHES ON THE FLOOR AND WALLS

AT EXISTING TOILET ROOMS 103 AND

111. TO ACCOMPLISH THIS THE

FOLLOWING STEPS SHOULD BE TAKEN:

1. CONTRACTOR IS TO REMOVE AND

STORE ALL PLUMBING FIXTURES,

TOILET ACCESSORIES AND COVER

PLATES FOR RE-INSTALLATION.

2. CONTRACTOR IS TO REMOVE

EXISTING FLOOR COVERING, BASE AND

RESIDUE.

3. CONTRACTOR IS TO REMOVE

EXISTING GWB FROM WALLS; EXISTING

PLYWD. IS TO REMAIN.

4. CONTRACTOR IS TO REMOVE

EXISTING GWB FROM CEILING FOR

INSTALLATION OF NEW LIGHTING AND

HVAC.

5. CONTRACTOR IS TO INSTALL NEW

TILE BASE BOARD ON WALLS.

6. CONTRACTOR IS TO ROUGH-IN FOR

LIGHTING AND HVAC.

7. CONTRACTOR IS TO INSTALL NEW

F.T. PLYWD. AND

" GWB ON CEILING,

FINISH AND PAINT GWB.

8. CONTRACTOR IS TO INSTALL NEW

CERAMIC TILE ON FLOOR AND WALLS.

9. CONTRACTOR IS TO EXTEND ANY

PLUMBING AS REQUIRED.

10. CONTRACTOR IS TO INSTALL NEW

LIGHTING AND EXHAUST FAN IN

CEILING.

NOTE: NEW TOILET ROOM 111 AND

DIVIDING WALL ALONG WITH

ASSOCIATED LOW VOLTAGE

EQUIPMENT ARE TO BE INSTALLED AT

BOULDER COTTAGE, CRATER COTTAGE

AND DUNES COTTAGE ONLY. FOSSIL

COTTAGE AND HAYSTACK COTTAGE

INSTALLED TOILET 111 UNDER A

PREVIOUSE SEPARATE CONTRACT.

2'-6 1/4"

A9-1A

A

23'-9 3/8"

17'-10 3/8" 10'-5 1/8"

39'-8 1/2"

6'-3 1/4"

36'-0" 15'-5"

23'-6 1/4"5 3/4"

7'-9 1/4"7'-9 1/2"

10 1/4"

/4

31'-11 1/8" 1'-1 7/8"

EXTENT OF WALL

CLADDING; TYP.; SEE

INTERIOR ELEVATIONS.

IF NOT INDICATED THEN

HEIGHT IS TO BE 8'-0" OR

TO BOTTOM OF RELITE

WHERE INDICATED.

A9-1A

B

A

Scale:

Project No:

Date:

Drawing Number:

Date

Date Issued

No. Revision

DECEMBER 2024

Sheet Title:

18105

CONSULTANTS

Woodburn, Oregon

AS NOTED

SET:

BID SET

b Arch Beaman Architecture, Ltd.

1634 SE 54TH Ave.

Portland, Oregon 97215 tel.: (503) 236-3300

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MICHAEL L. BEAMAN

PORTLAND, OREGON

VALLEY COTTAGE RENOVATIONS

REVISED BID PACK 4

OREGON YOUTH AUTHORITY (OYA)

MACLAREN YOUTH CORRECTIONAL

FACILITY (MYCF)

ALTERATIONS

A2-3

TYP. FLOOR PLAN

3/16=1'-0" (BOULDER COTTAGE ORIENTATION)

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%%UCOTTAGE FLOOR PLAN

SECURITY PLAN LEGEND

(E) ELECTRIC JAMB LOCK

(E) WALL OR JAMB MOUNTED INTERCOM

(E) DOOR POSITION INDICATOR SWITCH (DPS)

(E) SECURITY CAMERA

D

(E) DURESS ALARM

(E) DOOR INDICATOR LIGHT

ELECTRIC JAMB LOCK

WALL OR JAMB MOUNTED INTERCOM

DOOR POSITION INDICATOR SWITCH (DPS)

SECURITY CAMERA

MULTI-PURPOSE

OFFICE

COUNSEL.

F.S.

DORM

DORM

SERVERY

DINING

ELECT.

COMMONS

LAVATORY

LOW VOLT.

LAUNDRY

TOILET /

SHOWER

COUNSEL.

JAN.

HW

BOILER

TLT.

O A

111A

101B

D

7'-0" HIGH

ENCLOSURE

CONTROL

DOOR

MONITORED

DOOR

INTERCOM

DOOR ACCESS CONTROL SCHEDULE

DOOR

NUMBER

CAMERA

BOTH SIDES

NOTE: ALL DOORS NOT NOTED ABOVE ARE TO BE KEY

OPERATED ONLY.

NOTE: PER IBC 408.4.4 RELOCK CAPABILITY: DOORS REMOTELY

UNLOCKED UNDER EMERGENCY CONDITIONS SHALL NOT

AUTOMATICALLY RELOCK WHEN CLOSED UNLESS SPECIFIC

ACTION IS TAKE AT THE REMOTE LOCATION TO ENABLE DOORS

TO RELOCK.

KEY

OVERRIDE

110A YES YES YES

NO

YES

ROOM NAME

DORM

Scale:

Project No:

Date:

Drawing Number:

Date

Date Issued

No. Revision

DECEMBER 2024

Sheet Title:

18105

CONSULTANTS

Woodburn, Oregon

AS NOTED

SET:

BID SET

b Arch Beaman Architecture, Ltd.

1634 SE 54TH Ave.

Portland, Oregon 97215 tel.: (503) 236-3300

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MICHAEL L. BEAMAN

PORTLAND, OREGON

VALLEY COTTAGE RENOVATIONS

REVISED BID PACK 4

OREGON YOUTH AUTHORITY (OYA)

MACLAREN YOUTH CORRECTIONAL

FACILITY (MYCF)

ALTERATIONS

A2-3S

TYP. SECURITY PLAN

3/16=1'-0" (BOULDER COTTAGE ORIENTATION)

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%%UTYPICAL SECURITY FLOOR PLAN

1-1/2"=1'-0"

SEE REFLECTED CEILING PLAN FOR

MATERIALS, HEIGHTS AND

CONFIGURATIONS; TYP.

(2) 6", 18 GA. METAL STUD HEADER

ASSEMBLY. SPAN BETWEEN STL

COLUMNS AT CORNERS OR AS

NOTED.

3-1/2" METAL STUD FRAMING AT 24"

O.C.

HM FRAME RELITE; SEE FRAME AND

GLAZING TYPES; TYP.

5/8" AR GWB; PAINT; TYP.

1/2" FT PLYWD.; TYP.

2-1/2" METAL STUD BRACING AT 4'-0"

O.C.; WHERE WALLS RUN PARALLEL

TO EXISTING ROOF JOISTS INSTALL

2X6 BLOCKING BETWEEN ROOF

JOISTS TO SUPPORT BRACE; TYP.

NESTED STUD DEFLECTION HEAD;

ALLOW FOR 1/2" DEFLECTION OF (E)

STRUCTURE; TYP.

NOTE: SEE DETAIL

FOR STEEL COLUMN SUPPORTS

FOR THIS WALL TYPE

NOTE: WHERE NOTED WITH A "P"

INSTALL 3/4" F.T. PLYWD. TO EITHER

SIDE OF THE STUDS IN LIEU OF THE

5/8" GWB AND 5/8" PLYWD. NOTED.

NOTE: WHERE NOTED WITH A "CT"

INSTALL 1/2" CEMENT BOARD TO

EITHER SIDE OF THE STUDS IN LIEU

OF THE 5/8" GWB AND 5/8" PLYWD.

NOTED.

INSTALL STUD BRIDGING BAR BELOW

SILL AND ABOVE HEADER; TYP.

NOTE: INSTALL

" ABUSE RESISTANT

GWB FROM F.F. TO 8-0" A.F.F;

INSTALL

" GWB, TYPE X FROM 8'-0"

A.F.F. TO TOP OF WALL; TYP.

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2-1/2" METAL FRAMED, SUSP.

GWB CEILING ASSEMBLY; 5/8"

GWB OVER 15/32 " F.T.

PLYWD.; TYP.

1-1/2"=1'-0"

NOTE: INSTALL

" ABUSE RESISTANT

GWB FROM F.F. TO 8'-0" A.F.F;

INSTALL

" GWB, TYPE X FROM 8'-0"

A.F.F. TO TOP OF WALL; TYP.

SEE REFLECTED CEILING PLAN FOR

MATERIALS, HEIGHTS AND

CONFIGURATIONS

5/8" ABUSE RESISTANT GWB FIN. FL.

TO 8'-0" A.F.F.; PAINT; TYP.

DEFLECTION HEAD AND WD.

BLOCKING FROM 2X6; ALLOW FOR

DEFLECTION, MIN.; TYP.

CEMENTITIOUS BACKER BOARD IN

THICKNESS TO ALIGN WITH

FINISHES ABOVE

VERIFY

(E) GLULAM ROOF JOISTS BEYOND

TO REMAIN; TYP.

BASE; SEE ROOM FINISH

SCHEDULE AND

ASSOCIATED DETAIL; TYP.

5/8" TYPE X GWB ABOVE 8'-0" A.F.F.;

PAINT; TYP.

15/32" F.T. PLYWD.; TYP.

6" METAL STUD FRAMING

CERAMIC TILE AND BASE AS NOTED;

SEE ROOM FINISH SCHEDULE

NOTE: WHERE NOTED WITH A "CT"

INSTALL 1/2" CEMENT BOARD TO

EITHER SIDE OF THE STUDS IN LIEU

OF THE 5/8" GWB AND 5/8" PLYWD.

NOTED.

PIPE PENETRATION; (UNDER 8" DIA.)

PAINT TO MATCH ROOFING

STORM COLLAR; PAINT TO MATCH

ROOFING COLOR

EPDM FLEXIBLE FLASHING; SIZE

PER PIPE SIZE; DEKTITE PREMIUM

OR ACCEPTED EQUAL. SET IN

CONT. BED SEALANT

22 GA. GALV. FABRICATED

ROOF JACK; CLAMP PIPE;

SECURE TO ROOF DECK

(E) ROOF SHEATHING; SEE

STRUCT.

PLUMBING VENT PIPING; SEE

MECH.

3"=1'-0"

SEALANT

(E) METAL PANEL ROOFING

SYSTEM

(E) ICE AND WATER SHIELD

(E) 2X6 BLOCKING; TYP.

3"=1'-0"

NEW WALL FINISH;

PAINT, TYP.

20 GA. 6" METAL STUD

BACKING, BRIDGE

BETWEEN STUDS

WITH 20 GA. 6" METAL

TRACK TYP.

NEW FLUSH

VALVE AND

RECESSED BOX;

SEE PLUMBING

NEW PIPINGS AND

FITTINGS; SEE

PLUMBING

S E

E

I N

T E

R I O

R

E

L E

V A

T I O

N S

SEALANT

CONCRETE SLAB-ON-GRADE

CERAMIC TILE, THIN-SET TO CONCRETE S.O.G.;

GROUT WITH EPOXY GROUT

SEE WALL TYPE FOR CONSTRUCTION

CEMENTITIOUS BACKER BOARD IN THICKNESS TO

ALIGN FINISHES AS INDICATED

BULLNOSE TILE AT ALL EXPOSTED TERMINATIONS;

TYP.

5/8" GWB, PAINT WITH EPOXY PAINT; TYP.

CERAMIC TILE, THIN-SET TO BACKER BOARD; GROUT

FLOOR DRAIN

FLOOR FINISH, SEE ROOM FINISH

SCHEDULE; TYP.

CONT. SECURITY SEALANT, TOOL FLUSH TO BASE,

CLEAN ALL RESIDUE FROM FINISHED SURFACES; TYP.

5/8" GWB, PAINT WITH EPOXY PAINT; TYP.

CONCRETE SLAB-ON-GRADE

HARD WD. BASE, EASE EDGES, SAND SMOOTH, STAIN

& SEAL

SECURE TO WALL WITH (2) COUNTERSUNK WD.

SCREWS AT 16" O.C., MIN., PLUG HOLES WITH FLUSH

HARDWD. DOWELS TO MATCH BASE SET IN ADHESIVE,

SAND SMOOTH; TYP.

1-1/2"=1'-0"

9"

EQ. EQ.

1" 1"

E Q

E

Q

E Q

E

Q

" 3

1"

STL. COLUMN

NOTE: METAL

FABRICATIONS ARE

TO BE PRIMED

STL. COLUMN

1/2" THICK STL. PL., FULL

WELD TO COLUMN

LAG BOLTS OR EXP.

ANCHORS; VERIFY

SUBSTRATE

1/2" THICK STL. PL., FULL

WELD TO COLUMN

STL. COLUMN

LAG BOLTS OR EXP.

ANCHORS; VERIFY

SUBSTRATE

1/2" THICK STL. PL., FULL

WELD TO COLUMN

STL. COLUMN

(E) 4" SOG CONC.

5/8"Ø X 3" EXP. ANCHOR;

TYP.

5/8"Ø X 3" EXP. ANCHOR;

TYP.

1/2" THICK STL. PL., FULL

WELD TO COLUMN

NEW CONC. FDN.,

BLOCK-OUT FOR

COLUMNS, POUR BACK

AFTER INSTALL.

STL. COLUMN

(E) 4X8 RAFTER

(2) 1/2" X 3" LAG SCREWS EA.

SIDE; INTO (E) RAFTER OR NEW

3X8 WD. BLOCKING BETWEEN

RAFTERS, SECURE BLOCKING TO

RAFTERS WITH SIMPSON A35

HANGERS; VERIFY; TYP.

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" 3

1"

STL. COLUMN

1/2" THICK STL. PL., FULL

WELD TO COLUMN

METAL STUD HEADER ASSEMBLY

BEYOND; ATTACH TO STL. TUBE

COLUMN WITH WELDABLE CLIPS;

TYP.

(E) 4X8 RAFTER

1-1/2"=1'-0"

(2) 1/2" X 3" LAG SCREWS EA. SIDE;

INTO (E) RAFTER OR NEW 3X8 WD.

BLOCKING BETWEEN RAFTERS,

SECURE BLOCKING TO RAFTERS

WITH SIMPSON A35 HANGERS;

VERIFY; TYP.

3/8 X 3 X 3 STL. TUBE, PRIMED;

HEIGHTS VARY FROM 9'-7" TO 11'-0"

F.F. TO BOTTOM OF RAFTER;

CONTRACTOR TO VERIFY ON SITE

PRIOR TO SUBMITTING SHOP

DRAWINGS; TYP.

1/2" X 3-1/2" X 9" (3" EA. LEG FROM

COLUMN FACE) STL. BEARING

PLATE; FOLLOW LINE OF WALL (IE

90°). FULL WELD TO STL. TUBE

(E) 1/2" X 3" GALV. EXP. ANCHOR EA.

LEG OF BEARING PLATE

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Scale:

Project No:

Date:

Drawing Number:

Date

Date Issued

No. Revision

DECEMBER 2024

Sheet Title:

18105

CONSULTANTS

Woodburn, Oregon

AS NOTED

SET:

BID SET

b Arch Beaman Architecture, Ltd.

1634 SE 54TH Ave.

Portland, Oregon 97215 tel.: (503) 236-3300

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MICHAEL L. BEAMAN

PORTLAND, OREGON

VALLEY COTTAGE RENOVATIONS

REVISED BID PACK 4

OREGON YOUTH AUTHORITY (OYA)

MACLAREN YOUTH CORRECTIONAL

FACILITY (MYCF)

ALTERATIONS

A2-7

WALL TYPES

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%%UCOLUMN AT WALL TYPE F DETAIL

A001: EXISTING 2-INCH STEEL TUBE STRUCTURE TO REMAIN.

A002: NOT USED.

A003: EXISTING OVERHEAD STEEL STRUCTURE AND EXPANDED

METAL TO REMAIN.

A004: NOT USED.

A005: NOT USED.

A006: PERFORATED METAL PANELS, PAINTED. SEE DETAIL 4/A2-8.

KEY NOTES:

35'-7" VERIFY

V

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Y

R

I F

Y

3'-1 7/8"3'-9 7/8"3'-10"4'-1 1/8"4'-1 1/8"4'-1 1/8"4'-1 1/8"4'-1 1/8"4'-1 1/8"

NOTE: DIMENSIONS INDICATED ARE

FROM CL TO CL OF EXISTING

STEEL POSTS. VERIFY ALL

DIMENSIONS ON SITE FOR EACH

BUILDING AS DIMENSIONS VARY.

A001A001 A001A001A001A001A001A001A001A001

A001

A001

A001

A001

A001

A001

A001

A001

A001

A001

A003

TYP.

A002

NOTE: THE WORK HEREIN

PERTAINS TO ONLY BOULDER

COTTAGE, CRATER COTTAGE AND

DUNES COTTAGE. THE WORK FOR

THIS HAS BEEN PREVIOUSLY

COMPLETED AT FOSSIL COTTAGE

AND HAYSTACK COTTAGE UNDER

A SEPARATE CONTRACT.

1/4"=1'-0"

1/4"=1'-0"

R

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Y

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Y

A006

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A006

A006

A006

A006

A006

A006

A006

A006

A006

A006

A006

A006

A006

A006

A001

TYP.

3'-11 1/8" 3'-11 1/8"3'-11 1/8"3'-11 1/8"3'-11 1/8" 3'-11 1/8"3'-8" 3'-11 1/8"

A001

TYP.

2'-8 5/8" +/-

3'-11 1/8"3'-11 1/8"3'-11 1/8" 3'-11 1/8"2'-7 1/4" +/-3'-11 1/8" 3'-11 1/8" 3'-11 1/8" 2'-8 1/4" +/-

A

A006A006A006

EQ.EQ.

TYP. TYP.

A006

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NOTE:

ALL VERTICAL AND HORIZONTAL ENCLOSURES ARE

TO PAINTED BLACK. VERIFY WITH ARCHITECT FOR

EXACT COLOR AND SHEEN. VERIFY WITH ARCHITECT

WHERE COLOR IS TO BE CUT AT BUILDING.

3/4"=1'-0"

(E)

" THICK SECURITY GLAZING

AND GLASS CLAMPS TO BE

REMOVED. PATCH SCREW HOLES

WITH BONDO AND GRIND SMOOTH.

INSTALL NEW .1196" (11 GAUGE)

THICK, PERFORATED METAL,

SQUARES ON 1" STRAIGHT

CENTERS, 56% OPEN AREA;

MCNICHOLS 16980011M7, TYP. OR

OWNER ACCEPTED EQUAL. STITCH

WELD AT 12" O.C. TO BACKSIDE OF

STL. POSTS VERT. & HORIZ.; EASE

ALL EDGES TO ENSURE NO SHARP

EDGES; PAINT; TYP.

(E) FULLY WELDED, STEEL SUPPORT

STRUCTURE; 2-INCH X 2-INCH STEEL

TUBE MAIN ASSEMBLY; RE-PAINT

FOLLOWING INSTALLATION OF NEW

PERFORATED METAL ASSEMBLY; TYP.

3'-11 1/8" TYP.; U.N.O.

EQ. EQ.

Scale:

Project No:

Date:

Drawing Number:

Date

Date Issued

No. Revision

DECEMBER 2024

Sheet Title:

18105

CONSULTANTS

Woodburn, Oregon

AS NOTED

SET:

BID SET

b Arch Beaman Architecture, Ltd.

1634 SE 54TH Ave.

Portland, Oregon 97215 tel.: (503) 236-3300

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MICHAEL L. BEAMAN

PORTLAND, OREGON

VALLEY COTTAGE RENOVATIONS

REVISED BID PACK 4

OREGON YOUTH AUTHORITY (OYA)

MACLAREN YOUTH CORRECTIONAL

FACILITY (MYCF)

ALTERATIONS

A2-8

OUTDOOR REC. ENCLOS.

1/4"=1'-0"

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%%UFRONT ELEVATION

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%%USIDE ELEVATION

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%%UELEVATION DETAIL

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%%UOUTDOOR RECREATION FLOOR PLAN

A001: EXISTING STANDING SEAM METAL ROOFING TO REMAIN; TYP.

A002: EXISTING PVC PLUMBING VENT TO BE PAINTED TO MATCH

ROOFING COLOR AT BOULDER COTTAGE, CRATER AND DUNES

COTTAGE.

A003: EXISTING DOMED SMOKE VENT COVER TO BE REPLACED

WITH FLAT GLAZED COVER AT CRATER COTTAGE. REFERENCE

BABCOCK DAVIS BSVLA48X48S2L165R-LPCC.

KEY NOTES:

Scale:

Project No:

Date:

Drawing Number:

Date

Date Issued

No. Revision

DECEMBER 2024

Sheet Title:

18105

CONSULTANTS

Woodburn, Oregon

AS NOTED

SET:

BID SET

b Arch Beaman Architecture, Ltd.

1634 SE 54TH Ave.

Portland, Oregon 97215 tel.: (503) 236-3300

R

E

T

S

I

G E

R

T C

E

T

I

H

C

R

R

E

G

O

N

S

T

A

T

E

MICHAEL L. BEAMAN

PORTLAND, OREGON

VALLEY COTTAGE RENOVATIONS

REVISED BID PACK 4

OREGON YOUTH AUTHORITY (OYA)

MACLAREN YOUTH CORRECTIONAL

FACILITY (MYCF)

ALTERATIONS

A3-1

ROOF PLAN / DETAILS

1/8=1'-0"

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