1-ARCHITECTURAL RENOVATIONS.pdf
PDF 30 MB Posted
- Solicitation number
- S-DASOBO-00016991
- Issued by
- Oregon
About this file
This is an Architectural Renovations document set for the Oregon Youth Authority (OYA) MacLaren Youth Correctional Facility (MYCF) Valley Cottage Renovations project located in Woodburn, Oregon. The project encompasses comprehensive architectural renovations to multiple cottages (Granite and Jasper) as part of a phased bidding process, with Bid Pack 4 representing the main renovation scope. The project involves extensive demolition and reconstruction work including removal of existing HVAC systems, plumbing fixtures, electrical panels, structural elements, and interior finishes, followed by installation of new systems and finishes. The building will accommodate a maximum of 24 youth occupants with an initial capacity of 16, organized within dormitory spaces totaling 1,690 gross square feet. The total building area is 5,500 square feet, classified as Type V-B construction under the 2014 International Building Code. The contract documents include detailed floor plans, demolition schedules, equipment specifications, wall type details, security plans, and coordination requirements across all trades including mechanical, electrical, plumbing, structural, fire protection, and telecommunications systems.
Key technical requirements include compliance with International Building Code Chapter 5 (occupancy group I-3), installation of automatic sprinkler systems throughout, fire alarm systems with manual and automatic alerting, smoke and heat venting capabilities, and specialized security features such as access-controlled doors, intercoms, and monitoring systems. The project requires contractor coordination with Marion County building permits for specific specification sections including acoustical panel ceilings, fire protection systems, and addressable fire alarm systems. The architect of record is Beaman Architecture Ltd., with structural engineering by Madden & Baughman Engineering, mechanical and electrical engineering by MW Consulting Engineers, hazardous materials assessment by PBS Environmental, and cost estimation by Architectural Cost Consultant. Contractors must verify all existing utilities, maintain site security of materials, coordinate daily work with the owner, and provide temporary construction services. Deferred submittals are required for specified sections, and all work must be performed in strict compliance with manufacturer specifications and industry standards, with first-class workmanlike quality required throughout construction.
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Text version
The following Drawings were provided by Oregon Youth Authority's Consultant
Jacobs 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
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LAB.
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ACOUSTICAL
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B.O.I.O.
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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.
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BOTTOM
CATCH BASIN
CORNER GUARD
CAST IRON
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BY OWNER
BY OWNER, INSTALLED
BY OWNER, INSTALLED
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CAB. CABINET
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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
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TYPE OF WALL
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SECRETARY
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SHEET
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FIRE ALARM
EMERGENCYEMER.
ELECTRICAL PANELBOARD
ELECTRIC WATER COOLER
T.O.B.
T.O.C.
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T.C.
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T.O.S.
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W.S.
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GND.
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GRIDLINE
GROUND
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HOLLOW CORE
HOLLOW METAL
HIGH POINT
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HR.
HT.
I.D.
HORIZ.
IN.
INSUL.
INV.
INT.
HORIZONTAL
INCH
HOUR
HEIGHT
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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
COST ESTIMATOR
ARCHITECTURAL COST CONSULT.
Stan Pszczolkowski
8060 SW Pfaffle St., Suite 110
Tigard, OR 97223
503.718.0075 (Phone)
503.718.0077 (Fax) stanp@archcost.com
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
STRUCTURAL ENGINEER
MADDEN & BAUGHMAN ENG.
Tom Baughman
815 Southwest 2nd Avenue Suite 350
Portland, OR 97204
503.236.7611 (Phone)
503.236.9411 (Fax) tom@maddenbaughman.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 095113 - ACOUSTICAL PANEL CEILINGS
SECTION 211313 - FIRE PROTECTION
SECTION 283120 - ADDRESSABLE FIRE ALARM SYSTEM
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
HAZARDOUS MATERIALS
PBS ENVIRONMENTAL
Steve Dilling
4412 S. Corbett Ave, Portland, OR 97329
503.248.1939 (Phone)
Steven.Dilling@pbsusa.com
OR
SECTION
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
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
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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)
RENOVATIONS
A0-1
COVER SHEET
AutoCAD SHX Text A2-1
AutoCAD SHX Text
DEMOLITION FLOOR PLAN
AutoCAD SHX Text A1-2
AutoCAD SHX Text
SITE DEMOLITION 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 A1-1
AutoCAD SHX Text
SITE DEMOLITION PLAN
AutoCAD SHX Text
INDEX OF DRAWINGS
AutoCAD SHX Text A2-2
AutoCAD SHX Text
DEMOLITION FLOOR PLAN ABOVE
AutoCAD SHX Text 2630 North Pacific Highway; Woodburn, Oregon
AutoCAD SHX Text A2-3
AutoCAD SHX Text
FLOOR PLAN
AutoCAD SHX Text A2-6
AutoCAD SHX Text
MISCELLANEOUS DETAILS
AutoCAD SHX Text A5-1
AutoCAD SHX Text
EXTERIOR ELEVATIONS
AutoCAD SHX Text A2-4
AutoCAD SHX Text
FLOOR PLAN ABOVE
AutoCAD SHX Text A2-5
AutoCAD SHX Text
FLOOR FINISHES PLAN
AutoCAD SHX Text A2-7
AutoCAD SHX Text
WALL TYPES
AutoCAD SHX Text A3-1
AutoCAD SHX Text
ROOF PLAN / DETAILS
AutoCAD SHX Text A4-1
AutoCAD SHX Text
DEMOLITION REFLECTED CEILING PLAN
AutoCAD SHX Text
AutoCAD SHX Text
%%UVICINITY MAP
AutoCAD SHX Text
NOT TO SCALE
AutoCAD SHX Text A2-0
AutoCAD SHX Text
BASEMENT FLOOR PLAN
AutoCAD SHX Text
PROJECT NO. 14069
AutoCAD SHX Text Oregon Youth Authority MacLaren Youth Correctional Facility (MYCF) VALLEY COTTAGE RENOVATIONS
AutoCAD SHX Text A9-1
AutoCAD SHX Text
INTERIOR ELEVATIONS
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 E2-0
AutoCAD SHX Text
ELECTRICAL FLOOR PLAN
AutoCAD SHX Text E4-1
AutoCAD SHX Text
ELECTRICAL ONE LINE DIAGRAM
AutoCAD SHX Text
FA2-1
AutoCAD SHX Text
FIRE ALARM FIRST FLOOR PLAN
AutoCAD SHX Text T0-1
AutoCAD SHX Text
TELECOM LEGENDS & ABBREVIATIONS
AutoCAD SHX Text T2-1
AutoCAD SHX Text
TELECOM FIRST FLOOR PLAN
AutoCAD SHX Text
SHEET TITLE
AutoCAD SHX Text A1-0
AutoCAD SHX Text
FACILITIES PLAN
AutoCAD SHX Text A3-2
AutoCAD SHX Text
ROOF DETAILS
AutoCAD SHX Text A4-2
AutoCAD SHX Text
REFLECTED CEILING PLAN
AutoCAD SHX Text A6-1
AutoCAD SHX Text
BUILDING SECTIONS
AutoCAD SHX Text A6-2
AutoCAD SHX Text
BUILDING SECTIONS
AutoCAD SHX Text A6-3
AutoCAD SHX Text
BUILDING SECTIONS
AutoCAD SHX Text A6-4
AutoCAD SHX Text
BUILDING SECTIONS
AutoCAD SHX Text A6-5
AutoCAD SHX Text
BUILDING SECTIONS
AutoCAD SHX Text A6-6
AutoCAD SHX Text
BUILDING SECTIONS
AutoCAD SHX Text A6-7
AutoCAD SHX Text
BUILDING SECTIONS
AutoCAD SHX Text A6-8
AutoCAD SHX Text
MISCELLANEOUS SECTION DETAILS
AutoCAD SHX Text A9-2
AutoCAD SHX Text
INTERIOR ELEVATIONS
AutoCAD SHX Text A9-3
AutoCAD SHX Text
BASE DETAILS
AutoCAD SHX Text A9-4
AutoCAD SHX Text
DOOR AND WINDOW TYPES
AutoCAD SHX Text A9-5
AutoCAD SHX Text
DOOR & WINDOW DETAILS
AutoCAD SHX Text A9-6
AutoCAD SHX Text
DOOR & WINDOW DETAILS
AutoCAD SHX Text A9-7
AutoCAD SHX Text
DOOR & WINDOW DETAILS
AutoCAD SHX Text A9-8
AutoCAD SHX Text
DETAILS
AutoCAD SHX Text A9-9
AutoCAD SHX Text
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 T4-1
AutoCAD SHX Text
TELECOM DETAILS
AutoCAD SHX Text T4-2
AutoCAD SHX Text
TELECOM DETAILS
AutoCAD SHX Text T4-3
AutoCAD SHX Text
TELECOM DETAILS
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 P4-1
AutoCAD SHX Text
PLUMBING DETAILS
AutoCAD SHX Text M0-2
AutoCAD SHX Text
MECHANICAL SCHEDULES
AutoCAD SHX Text M2-1
AutoCAD SHX Text
MECHANICAL FLOOR PLAN
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 A2-9
AutoCAD SHX Text
FURNISHINGS FLOOR PLAN
AutoCAD SHX Text A2-3S
AutoCAD SHX Text
SECURITY FLOOR PLAN
AutoCAD SHX Text A9-4A
AutoCAD SHX Text
DOOR AND WINDOW TYPES
AutoCAD SHX Text A2-6A
AutoCAD SHX Text
MISCELLANEOUS DETAILS
AutoCAD SHX Text E1-1
AutoCAD SHX Text
ELECTRICAL SITE PLAN
AutoCAD SHX Text E5-1
AutoCAD SHX Text
ELECTRICAL DETAILS
AutoCAD SHX Text E5-2
AutoCAD SHX Text
ELECTRICAL DETAILS
AutoCAD SHX Text
SY2-1
AutoCAD SHX Text
SYSTEMS FIRST FLOOR PLAN
AutoCAD SHX Text M0-3
AutoCAD SHX Text
MECHANICAL DETAILS & CONTROL DIAGRAMS
AutoCAD SHX Text M4-1
AutoCAD SHX Text
MECHANICAL DETAILS
AutoCAD SHX Text P4-2
AutoCAD SHX Text
PLUMBING DETAILS
AutoCAD SHX Text P5-1
AutoCAD SHX Text
PLUMBING RISER DIAGRAMS
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 E3-1
AutoCAD SHX Text
ELECTRICAL ELEVATIONS
AutoCAD SHX Text T7-1
AutoCAD SHX Text
TELECOM SITE RISER DIAGRAM
AutoCAD SHX Text T7-2
AutoCAD SHX Text
TELECOM RISER DIAGRAM
AutoCAD SHX Text S0-1
AutoCAD SHX Text
STRUCTURAL GENERAL NOTES
AutoCAD SHX Text
SHEET TITLE
AutoCAD SHX Text
SHEET NO.
AutoCAD SHX Text
STRUCTURAL
AutoCAD SHX Text S2-0
AutoCAD SHX Text
BASEMENT FOUNDATION PLAN
AutoCAD SHX Text S2-1
AutoCAD SHX Text
FIRST FLOOR PLAN
AutoCAD SHX Text S2-2
AutoCAD SHX Text
ROOF FRAMING PLAN
AutoCAD SHX Text S5-1
AutoCAD SHX Text
FOUNDATION DETAILS
AutoCAD SHX Text S6-1
AutoCAD SHX Text
FRAMING DETAILS
AutoCAD SHX Text S6-2
AutoCAD SHX Text
FRAMING DETAILS
AutoCAD SHX Text A2-1A
AutoCAD SHX Text
DEMOLITION SCHEDULES
AutoCAD SHX Text M2-2
AutoCAD SHX Text
MECHANICAL COTTAGE FLOOR PLAN
AutoCAD SHX Text A2-3A
AutoCAD SHX Text
LEGENDS
AutoCAD SHX Text
RENOVATIONS BID PACK 4 GRANITE & JASPER COTTAGES
AutoCAD SHX Text
VICINITY MAP
AutoCAD SHX Text
FP2-0
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 T3-1
AutoCAD SHX Text
TELECOM ENLARGED PLANS
AutoCAD SHX Text T3-2
AutoCAD SHX Text
TELECOM ENLARGED PLANS
AutoCAD SHX Text A5-2
AutoCAD SHX Text
MECHANICAL SCREEN DETAILS
AutoCAD SHX Text A9-1A
AutoCAD SHX Text
INTERIOR ELEVATIONS
AutoCAD SHX Text A9-1B
AutoCAD SHX Text
WALL CLADDING DETAILS
AutoCAD SHX Text M5-1
AutoCAD SHX Text
MECHANICAL ENLARGED FLOOR PLAN
AutoCAD SHX Text
SHEET TITLE
AutoCAD SHX Text
SHEET NO.
AutoCAD SHX Text
HAZARDOUS MATERIALS
AutoCAD SHX Text
HM2
AutoCAD SHX Text
CRATER COTTAGE - FIRST FLOOR PLAN FOR REF. ONLY
AutoCAD SHX Text
HM4
AutoCAD SHX Text
FOSSIL COTTAGE - FIRST FLOOR PLAN FOR REF. ONLY
AutoCAD SHX Text
HM7
AutoCAD SHX Text
HAYSTACK COTTAGE - FIRST FLOOR PLAN FOR REF. ONLY
AutoCAD SHX Text
HM8
AutoCAD SHX Text
HAYSTACK COTTAGE - BASEMENT FLOOR PLAN FOR REF. ONLY
AutoCAD SHX Text
HM1
AutoCAD SHX Text
BOULDER COTTAGE - FIRST FLOOR PLAN FOR REF. ONLY
AutoCAD SHX Text
HM3
AutoCAD SHX Text
DUNES COTTAGE - FIRST FLOOR PLAN FOR REF. ONLY
AutoCAD SHX Text
HM5
AutoCAD SHX Text
GRANITE COTTAGE - FIRST FLOOR PLAN
AutoCAD SHX Text
HM6
AutoCAD SHX Text
GRANITE COTTAGE - BASEMENT FLOOR PLAN
AutoCAD SHX Text
HM9
AutoCAD SHX Text
JASPER COTTAGE - FIRST FLOOR PLAN
AutoCAD SHX Text
HM10
AutoCAD SHX Text
JASPER COTTAGE - BASEMENT FLOOR PLAN
AutoCAD SHX Text
ALTERATIONS PACKAGE
AutoCAD SHX Text
SEE ALTERATIONS COVER SHEET FOR TABLE OF CONTENTS
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
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
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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)
RENOVATIONS
A1-0
FACILITIES PLAN
1'=100'-0"
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%%UFACILITY PLAN
NORTH
CRATER COTTAGE
DUNES COTTAGEFOSSIL COTTAGE
KEY NOTES:
D001: EXISTING TRANE HVAC UNIT, ALL
ASSOCIATED DUCTING, ALL ASSOCIATED PIPING
AND ALL ASSOCIATED UTILITIES TO BE REMOVED.
D002: EXISTING HOT WATER BOILER, ALL
ASSOCIATED PIPING AND ALL ASSOCIATED
UTILITIES TO BE REMOVED.
D003: EXISTING ON-DEMAND HOT WATER BOILER,
ALL ASSOCIATED PIPING AND ALL ASSOCIATED
UTILITIES TO BE REMOVED.
NOT USED.
D005: EXISTING 2X2 STEEL TUBE WITH EXPANDED
METAL ENCLOSURES TO REMAIN; PATCH, REPAIR,
PRIME AND PAINT.
D006: EXISTING WOOD-FRAMED STORAGE
BUILDING TO REMAIN.
D007: EXISTING BUILT-UP ROOFING AND TECTUM
SUBSTRATE TO BE REMOVED; SEE ROOF PLANS
FOR SPECIFIC ITEMS TO REMAIN OR BE REMOVED.
D008: EXISTING 2X2 STEEL TUBE WITH EXPANDED
METAL ENCLOSURES TO BE RENOVATED; SEE
SHEET A2-8.
D009: EXISTING NATURAL GAS MAIN TO REMAIN.
TIE-IN NEW GAS PIPING FOR BUILDING HERE.
D010: BID PACK 1 UNDERGROUND 3-PHASE POWER
AND COMMUNICATIONS (COMPLETE).
HAYSTACK COTTAGEGRANITE COTTAGE
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.
NOTE: ALL EXISTING BUILDING MOUNTED
ELECTRICAL CONDUIT AND GAS PIPING IS TO BE
REMOVED UNLESS SPECIFICALLY NOTED
OTHERWISE.
BID PACK 4 RENOVATIONS
PHASE 1 IS BID PACK 1: SITE
ELECTRICAL AND COMMUNICATIONS
(COMPLETE)
JASPER COTTAGE
NOTE: EXISTING FIBER VAULTS AT THE ROADWAY
ARE FILLING WITH WATER, ENSURE THAT THE
DRAINAGE ROCK UNDER VAULT IS NOT PLUGGED
WITH SEDIMENT; CLEAN AND REPLACE DRAINAGE
ROCK IF PLUGGED WITH SENTIMENT.
LAKE COTTAGE
BOULDER COTTAGE
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)
RENOVATIONS
A1-1
SITE DEMO PLAN
1'=30'-0"
1'=30'-0"
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TYP.
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%%UVALLEY PLAN SOUTH - SITE, ELECTRICAL, COMMUNICATIONS & GAS UTILITIES
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NORTH
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%%UVALLEY PLAN NORTH - SITE, ELECTRICAL, COMMUNICATIONS & GAS UTILITIES
CRATER COTTAGE
DUNES COTTAGEFOSSIL COTTAGE
JASPER COTTAGE
HAYSTACK COTTAGEGRANITE COTTAGE
LINE TYPE
DESIGNATION
LINE TYPE
DEFINITION
EXISTING DOMESTIC WATER
SUPPLY
EXISTIING FIRE SPRINKLER
SUPPLY
EXISTING SANITARY SEWER LINE
EXISTING STORM DRAIN LINE
NOTE: ALL EXISTING UTILITIES ARE TO REMAIN IN
PLACE UNLESS SPECIFICALLY NOTED OTHERWISE
WITHIN CONTRACT DOCUMENTS.
NOTE: VERIFY SANITARY SEWER CONNECTION
POINTS. THE LOCATION AT GRANITE DOES NOT
EXIT THE BUILDING AS INDICATED BUT PROBABLY
EXITS OFF OF THE SOUTH FACE AT THE EXISTING
TOILET / SHOWER AREA.
BID PACK 4 RENOVATIONS
PHASE 1 IS BID PACK 1: SITE
ELECTRICAL AND COMMUNICATIONS;
SEE ELECTRICAL DRAWINGS
(COMPLETE)
BID PACK 4 RENOVATIONS
LAKE COTTAGE
BOULDER COTTAGE
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)
RENOVATIONS
A1-2
SITE DEMO PLAN
1'=30'-0"
1'=30'-0"
AutoCAD SHX Text S
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%%UVALLEY PLAN SOUTH - SITE, SITE, WATER, SEWER & STORM DRAIN UTILITIES
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%%UVALLEY PLAN NORTH - SITE, WATER, SEWER & STORM DRAIN UTILITIES
A001: NEW 5" THICK CONC. SLAB-ON-GRADE; EXCAVATE AND
INSTALL 6",
" MINUS CRUSHED GRAVEL AND COMPACT TO 98%
PRIOR TO INSTALLING NEW CONC. INSTALL CONTRACTION JOINTS
AS INDICATED; INSTALL CONSTRUCTION JOINTS AT 10'-0" O.C. MAX.
A002: SITE / BUILDING CONC. WORK, SEE FLOOR PLAN A2-3 SHEETS.
A003: NEW 4" THICK CONC. SLAB-ON-GRADE AND FOOTINGS; SEE
FLOOR PLAN SHEETS AND STRUCTURAL.
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.
A006: NEW UNDERGROUND 3-PHASE POWER AND
COMMUNICATIONS; SEE ELECTRICAL.
A007: PATCH EXISTING ASPHALT TO MATCH EXISTING ADJACENT
AFTER INSTALLATION OF NEW UNDERGROUND ELECTRICAL..
A008: EXISTING ELECTRICAL VAULT; SEE ELECTRICAL.
A009: EXISTING OUTBUILDING TO REMAIN; VERIFY ON SITE WITH
OWNER; TYP.
A010: EXCAVATION FOR GAS LINE IN EXISTING TURF AREA.
A011: GAS MAIN AT CRATER AND FOSSIL COTTAGES.
A011A: GAS MAIN AT HAYSTACK COTTAGE.
A012: GRADE BACK WITH EXCAVATED SOILS MATERIAL TO ASSURE
THAT NEW GRADE MATCHES INSTALLED HEIGHT OF TOP OF SLAB.
ALLOW FOR AN ADDITIONAL 10 CU. YARDS OF SATISFACTORY NEW
TOP SOIL IN CONTRACTOR BID TO ENSURE THIS REQUIREMENT.
A013. APPROXIMATE LINE OF NEW GAS PIPING; SEE PLUMBING
DRAWINGS. IF UNABLE TO RUN UNDERGROUND THEN SECURE TO
EXTERIOR MASONRY ABOVE ENCLOSURES.
A014. EXISTING POWER POLE TO REMAIN.
A015. EXISTING SITE LIGHTING TO REMAIN.
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.
2. EXISTING EXERIOR CONCRETE WITHIN CONSTRUCTION AREAS
HAS SOME THERMAL CRACKING. THESE CRACKS ARE TO
GROOVED AND FULLY FILLED WITH ARDEX ARDIFIX LOW VISCOSITY
RIGID POLYRETHANE CRACK AND JOINT REPAIR OR OWNER
ACCEPTED EQUAL. ASSUME 100 LF OF EXISTING CRACKS TO BE
REPAIRED.
32'-7"
EQ.EQ.EQ.EQ.EQ.EQ.EQ.
E Q
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9'-1"
EQ.EQ.
A5-1
A5-1
A5-1
A5-1
69'-2"
A012
TYP.
18'-11"
36'-3"
24'-8"8'-0"36'-6"
8'-0"
5'-9"
15'-0"
3'-0"
7'-4"
4'-6"
6'-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.
NOTE: ALL EXISTING BUILDING MOUNTED ELECTRICAL
CONDUIT AND GAS PIPING IS TO BE REMOVED
UNLESS SPECIFICALLY NOTED OTHERWISE.
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
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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)
RENOVATIONS
A1-3
TYP. COTTAGE SITE PLAN
1/8"-1'-0"
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%%UCOTTAGE SITE PLAN
D001: EXISTING 350 GAL. HOT WATER HOLDING TANK TO BE REMOVED AND REPLACED WITH
NEW. ALL CONNECTIONS TO THE EXTERIOR HOT WATER BOILER AND EXISTING HOT AND
COLD WATER PIPING FROM THE BASEMENT TO THE TOILET / SHOWER AREA AND SERVERY
ARE TO BE DEMOLISHED. NEW HOT AND COLD WATER PIPING IS TO BE INSTALLED FROM THE
CONNECTION POINTS IN THE BASEMENT; SEE PLUMBING DRAWINGS.
D002: EXISTING SUMP TO BE REPLACED. EXISTING SUMP PUMP TO BE REMOVED AND
REPLACED WITH NEW TO MATCH. EXISTING SUMP IS TO BE THOROUGHLY CLEANED OF ALL
DEBRIS, TO "AS-NEW" CONDITION, PRIOR TO INSTALLATION OF NEW PUMP. INSTALL REMOTE
VISUAL ALARM ON EXTERIOR OF BUILDING ABOVE HATCH; SEE ELECT.
D003: REMOVE EXISTING HOT WATER BOOSTER AND INSTALL NEW WALL-HUNG 480V, 3-PHASE,
HOT WATER BOOSTER HEATER, SEE PLUMBING DRAWINGS.
D004: EXISTING FLOOR DRAIN TO BE REPLACED WITH NEW. CONCRETE SLAB IS PARTIALLY
DEMOLISHED. CONTRACTOR TO SAW-CUT OUT REMAINING SLAB AS INDICATED, REMOVE
DEMOLISHED CONCRETE AND REPLACE DRAIN AND REPAIR EXISTING STORM DRAINAGE LINE
BACK TO EXISTING CONNECTION OR FITTING POINTS. REPOUR 4" CONCRETE SLAB.
D005: EXISTING 4-INCH ABANDONED STEAM HEATING PIPING TO BE REMOVED FROM
BASEMENT AND TUNNEL. ASSUME THAT THERE EXISTS (2) 4"Ø PIPE RUNS AT 135'-0" LENGTH
EACH.
D006: EXISTING ELECTRICAL PANEL TO BE REMOVED AND REPLACED WITH NEW IN NEW
ELECTRICAL ROOM; SEE ELECTRICAL.
D007: EXISTING PHOTO CELL CABINET FOR EXTERIOR LIGHTING TO BE RELOCATED TO NEW
ELECTRICAL ROOM; SEE ELECTRICAL.
D008: EXISTING METAL LADDER TO BE REMOVED AND REPLACED PER DETAIL 1/A2-6.
D009: EXISTING VAULT DOOR OVER BASEMENT ENTRY IS TO BE REMOVED AND REPLACED
WITH NEW. VERIFY REQUIRED DIMENSIONS; ASSUME 48" X 48" BILCO JD-2AL H20 OR
ACCEPTED EQUAL; FIT DOOR WITH A BEST 1E-7-4-C4-RP3-626 CYLINDER WITH IC CORE.
D010. NEW CONC. FOUNDATION ; SEE STRUCTURAL.
D011. EXISTING CONC. STEM WALLS TO BE REMOVED.
D012. EXCAVATE FOR NEW GREASE TRAP.
D013. CORE DRILL THRU EXISTING 10" THICK CONC. FOR INSTALLATION OF NEW PLUMBING
PIPING.
D014. (E) TUNNEL TO BE USED FOR PIPE RUN AT TOILET 111.
KEY NOTES:
(E) UNEXCAVATED AREA
(E) UNEXCAVATED AREA
(E) UNEXCAVATED AREA
(E) UNEXCAVATED AREA
(E) UNEXCAVATED AREA(E) UNEXCAVATED AREA
(E) TUNNEL AREA; TYP.
(E) PLANTER AREA ABOVE;
TYP. 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)
RENOVATIONS
A2-0
COTTAGE BASEMENT
3/16=1'-0"
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%%UCOTTAGE BASEMENT FLOOR PLAN
D006: EXISTING 6-INCH METAL STUDS TO REMAIN, REMOVE PLASTER
FINISH (REMOVE C.T. AND PLASTER AS NOTED WITH "RCT").
D007: EXISTING 6-INCH METAL STUD BEARING, PLASTER WALL TO BE
REMOVED AS REQ'D; PROVIDE TEMPORARY SUPPORT; SEE STRUCT.
D008: EXISTING 3-5/8-INCH METAL STUD, NON-BEARING PLASTER WALL
TO BE REMOVED
D009: EXISTING 3-5/8-INCH METAL STUD, NON-BEARING PLASTER WALL
ABOVE TO ROOF AND BELOW RELITES TO BE REMOVED. HOLLOW
METAL GLAZED RELITES TO BE REMOVED.
D010: EXISTING 3-5/8-INCH METAL STUD, NON-BEARING PLASTER WALL
TO BE REMOVED.
D011: EXISTING INFLL WALL TO BE REMOVED (ORIGINAL DOORWAY).
D012: EXISTING DOUBLE WYETH MASONRY WALL (10" THICK) TO BE
SAW-CUT AND REMOVED FOR INSTALLATION OF NEW HOLLOW METAL
FRAME DOOR OR RELITE OR BOTH; PROVIDE TEMP. SUPPORT.
D013: EXISTING 3-5/8-INCH METAL STUD, 3'-6" HIGH PLASTER WALL
WITH C.T. TO BE REMOVED.
D014: EXISTING 3-5/8-INCH METAL STUD, 6'-0" HIGH PLASTER WALL
WITH C.T. TO BE REMOVED.
D015: EXISTING DOUBLE WYETH MASONRY EXTERIOR WALL TO REMAIN
(REMOVE C.T. AND CEMENT BOARD WHERE NOTED WITH "RCT")
D016: EXISTING 3-5/8-INCH METAL STUD, 3'-6" HIGH PLASTER WALL TO
BE REMOVED.
D017: EXISTING CASEWORK AND EXISTING OVERHEAD COILING DOOR
AND SUPPORTS TO BE REMOVED .
D018. EXISTING CASEWORK TO BE REMOVED.
D019. EXISTING WOOD BENCH TO BE REMOVED.
D020. EXISTING CASEWORK TO BE REMOVED. ORIGINAL HOT WATER
PIPING EXTENDS UP THRU FLOOR WITHIN EVERY OTHER 4-FOOT
SECTION OF CABINET; THIS PIPING IS TO BE REMOVED, PATCH HOLE IN
CONC. SLAB.
D021. EXISTING CABINET TO BE REMOVED; SPRINKLER RISER, FDC &
ASSOCIATED PIPING TO REMAIN ONLY AS REQUIRED.
D022. EXISTING DOUBLE WYETH MASONRY STEM WALL (2'-0" H) &
GLULAM SILL TO BE SAW-CUT AND REMOVED BETWEEN GLULAM
COLUMNS.
D023. EXISTING DRY-ROTTED GLULAM SILL (3-1/4 X 11-3/8)TO BE
REMOVED AND REPLACED WITH NEW; RE-PAINT.
D024. EXISTING STEEL SASH, SINGLE-GLAZED WINDOWS TO BE
REMOVED; PATCH ALL SURFACES FOR INSTALLATION OF NEW
WINDOWS.
D025. EXISTING S.S. CASEWORK TO BE REMOVED.
D026. EXISTING COMMERCIAL DISHWASHER TO BE REMOVED WITH ALL
ASSOCIATED UTILITIES.
D027. EXISTING ELECTRIC COMMERCIAL RANGE TO BE REMOVED WITH
ALL ASSOCIATED UTILITIES.
D028. EXISTING COMMERCIAL CONVECTION OVEN TO BE REMOVED
WITH ALL ASSOCIATED UTILITIES.
D029. EXISTING COMMERCIAL EXHAUST HOOD TO BE REMOVED WITH
ALL ASSOCIATED UTILITIES AND THRU-ROOF DUCTING; PATCH ROOF.
D030. EXISTING BASEMENT ACCESS TO REMAIN. REMOVE & REPLACE
DOOR; SEE SHEET A2-6.
D031. EXISTING GAS-FIRED, DOMESTIC HOT WATER BOILER ON CONC.
SLAB TO BE REMOVED. HOLDING TANKS FOR THIS SYSTEM ARE IN
BASEMENT; SEE PLUMBING DRAWINGS.
D032. EXISTING TRANE, HVAC UNIT, ALL ASSOCIATED DUCTING AND
ALL ASSOCIATED UTILITIES TO BE REMOVED. PATCH EXISTING
MASONRY WITH NEW MASONRY TO MATCH AT EXISTING DUCT
PENETRATIONS; ASSUME 6 SQ. FT. IN TWO LOCATIONS.
D033. EXISTING HVU-1, 600 CFM, TO BE REMOVED.
D033A. EXISTING CEU-1, 750 CFM, HORIZ. DISCHARGE TO BE REMOVED.
D034. EXISTING 2X2 STEEL. TUBE WITH EXPANDED METAL
ENCLOSURES TO REMAIN; tTEMP MOVE AND RE-INSTALL AS REQUIRED;
PAINT ALL SURFACES.
D035. EXISTING STRUCTURAL 4X4 STEEL TUBE COLUMN TO REMAIN;
RE-PAINT.
D036. EXISTING STRUCTURAL 3-IN Ø STEEL PIPE COLUMN TO REMAIN.
D036R. EXISTING STRUCTURAL 3-IN Ø STEEL PIPE COLUMN TO BE
REMOVED.
D037. EXISTING SITE CONC. TO REMAIN.
D038. EXISTING DISHWASHER EXHAUST HOOD, EXTERIOR MANIFOLD
AND ALL ASSOCIATED UTILITIES TO BE REMOVED.
D039. EXISTING FOOT SCRAPER GRILLE AND WELL TO BE REMOVED.
FILL WITH GRAVEL, COMPACT AND POUR TO CONC. SLAB TO MATCH.
D040. EXISTING PAINTED 3-1/4" X 8-1/8" GLULAM COLUMN TO REMAIN;
STRIP, PRIME AND RE-PAINT.
D041. EXISTING PAINTED 3-1/4" X 11-3/8" GLULAM SILL TO REMAIN;
STRIP, PRIME AND RE-PAINT.
D042. EXISTING DRYER VENT TO BE REMOVED.
D043. EXISTING 1-IN. SQ. STEEL BAR FABRICATION OVER EXTERIOR
WINDOWS TO BE REMOVED; PATCH GLULAM COLUMNS.
D044. EXISTING RADIATOR AND PIPING TO BE REMOVED.
D045. EXISTING 9 X 9 GLULAM COLUMN TO REMAIN.
D046. EXISTING 6"Ø, STEEL PIPE, CONC.-FILLED BOLLARDS TO REMAIN.
D047. EXISTING DOOR AND FRAME TO BE REMOVED AND EXISTING 10"
THICK LOAD-BEARING MASONRY WALL TO BE SAW-CUT FOR
INSTALLATION OF NEW DOOR AND FRAME.
DORMITORY
DORMITORY
QUIET RM.
TV ROOM
OFFICE
ACTIVITY RM.
DNING
CORRIDOR
TOILET / SHOWER
LAUNDRY
MECH.
A
A
A
A
A
A
A
A
JAN.
TLT.
112A
109A 109B
113B
108B
101A
V E
R I F
Y
19'-8"; VERIFY
V E
R I F
Y
107A
STAFF
V E
R I F
Y
FD
FD
FD
FD
FD
LC
LC
LC
LC
LC
LC
LW
WC
JS
UU
WCWCWC
WC
LW
DF
EWC
S1
FS
FS
S2
S2
HB
4'-0"
H B
DS
DSDS
DS
DS
DS DS
DS
MECH.
A
A
A
A
A
A
A
A
112A
109A 109B
113B
108B
101A
107A
4"
2"
4"
4"
3"
104C
V E
R I F
Y
104B
1'-8 5/8"
H B
15'-0"
8'-0"
NOTE: SPRINKLER RISER STATS:
STATIC PRESSURE: 75 PSI
RESIDUAL PRESSURE: 55 PSI
PIPE Ø: 3-1/2" OD
NOTE: THE CONDITION OF THE EXISTING
BUILDING AND STRUCTURE IS NOT
GUARANTEED. CONTRACTOR IS TO FULLY
SUPPORT STRUCTURE AND OTHER BUILDING
ELEMENTS DURING DEMOLITION
OPERATIONS.
NOTE: SPRINKLER RISER STATS:
STATIC PRESSURE: 75 PSI
RESIDUAL PRESSURE: 55 PSI
PIPE Ø: 3-1/2" OD
NOTE: THE CONDITION OF THE EXISTING
BUILDING AND STRUCTURE IS NOT
GUARANTEED. CONTRACTOR IS TO FULLY
SUPPORT STRUCTURE AND OTHER BUILDING
ELEMENTS DURING DEMOLITION
OPERATIONS.
NOTE: SEE SHEET A2-1A FOR DEMOLITION
SCHEDULES.
NOTE: SEE SHEET A2-1A FOR EQUIPMENT, ETC. NOT
REFERENCED HEREIN ON THIS SHEET.
7'-4 1/2"
KEY NOTES:
D001: EXISTING VINYL ASBESTOS TILE, ADHESIVE AND RESIDUE TO BE
REMOVED; EXISTING RUBBER BASE, ADHESIVE AND RESIDUE TO BE
REMOVED; SUBSTRATES TO BE READY FOR INSTALLATION OF PREP,
NEW FLOORING AND BASE.
D002: EXISTING C.T. FLOORING (VAT AT SIM.) & 4" CONC. SLAB TO BE
SAW-CUT & REMOVED. POUR BACK NEW 5" CONC. SLAB (4" AT SIM.)
AND PREP FOR NEW FLOORING.
D003: EXISTING EPOXY FLOORING SYSTEM TO BE REMOVED. INSTALL
ARDEX K60 OR EQUAL AS REQUIRED TO MEET NEW FLOORING
MANUFACTURER ACCEPTED STANDARD.
D004: EXISTING 4-INCH THICK CONC. SLAB-ON-GRADE TO BE SAW-CUT
AND REMOVED FOR INSTALLATION OF NEW PLUMBING DRAIN LINES.
RE-POUR WITH NEW 5" CONC. AFTER INSTALLATION OF NEW
PLUMBING.
D005: EXISTING 4-INCH THICK CONC. SLAB-ON-GRADE TO BE SAW-CUT,
REMOVED AND EXCAVATED FOR INSTALLATION OF NEW CONC. IN
DEPTH TO MATCH ADJACENT EXISTING CONC.
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)
RENOVATIONS
3/16=1'-0"
FIRST FLOOR PLAN
A2-1
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