17268 Plans.pdf

A0.0

CJA

SHEET INDEXVICINITY MAPDESIGN TEAM

2025.0018

JUNE 16, 2026

3405 DEER PARK DR SE

SALEM, OREGON 97310

OREGON STATE

CORRECTIONAL

INSTITUTION

MEDICAL UNIT RENOVATION

3405 DEER PARK ROAD SE

SALEM, OREGON

A0.0 COVER SHEET

A2.1 FLOOR PLAN - DEMOLITION AND NEW

A6.1 REFLECTED CEILING PLAN - DEMOLITION AND NEW

A8.1 DOOR, FRAME & WINDOW TYPES AND DETAILS

A9.1 SCHEDULES AND SAFETY ZONE PLAN

ARCHITECTURAL

TYPES OF CONSTRUCTION (CHAPTER 6)

USE AND OCCUPANCY CLASSIFICATION (CHAPTER 3)

I-3 OCCUPANCY, CONDITION 5: PRISON

MEDICAL UNITB OCCUPANCY:

CODE ANALYSIS

SYMBOL LEGEND

OCCUPANCY CLASSIFICATION

OCCUPANTS

SQUARE FOOTAGE OF AREA

OCCUPANT LOAD FACTOR

REQUIRED EXIT

EXIT

ROOM

B

MECHANICAL

OREGON STATE

bbural@accoac.com

ATTN: BLAKE BURAL, AIA

FAX 503-581-3655

PH. 503-581-4114

SALEM, OREGON 97302

1100 LIBERTY STREET SE

AC + CO ARCHITECTURE | COMMUNITY

ARCHITECT

SUITE 200

OWNER

OREGON STATE CORRECTIONAL INSTITUTION

3405 DEER PARK RD SE

SALEM, OREGON 97310

ATTN: TERRY BERGAMO

Terry.J.BERGAMO@doc.oregon.gov

CORRECTIONAL INSTITUTION

PROJECT

MEDICAL UNIT RENOVATION

ELECTRICAL AND MECHANICAL

PROJECT

AERIAL VIEW

M001 LEGEND

M002 GENERAL NOTES AND SPECIFICATIONS

M003 SCHEDULES AND DETAILS

M201 MECHANICAL PLAN - DEMOLITION AND NEW

SECT. 308.4.5

SECT. 304.1

CONSTRUCTION TYPE: II-B, UNSPRINKLED TABLE 601

BUILDING ELEMENTS:

STRUCTURAL FRAME: 0-HR TABLE 601

EXTERIOR BEARING WALL: 0-HR (NON-COMBUSTIBLE) TABLE 601

INTERIOR BEARING WALL: 0-HR TABLE 601

EXTERIOR NON-BEARING WALL: 0-HR (NON-COMBUSTIBLE) TABLE 601

x < 5'-0" = 1-HR TABLE 705.5 5 ≤ x < 10'-0" = 1-HR TABLE 705.5 10'-0" ≤ x < 30'-0" = 0-HR TABLE 705.5 x ≥ 30'-0" 0-HR (ALL SIDES) TABLE 705.5

INTERIOR NON-BEARING WALL 0-HR TABLE 601

FLOOR, INCLUDING BEAMS 0-HR TABLE 601

ROOF, INCLUDING BEAMS 0-HR TABLE 601

ALLOWABLE MATERIALS TYPE I & II CONSTRUCTION: SECT. 603.1

INTERIOR WOOD: FIRE RETARDANT SHEATHING

REQUIRED AND NOTED

AREA NOT

IN SCOPE

AREA

B

DENTAL

OFFICE

B

OFFICE

B

OFFICE

B

OFFICE

B

EXITEXIT

EXIT D

ISTAN

C E = 45'-5" < 100', C O

M

PLIES FO

R

SIN

G

LE EXIT

DN

UP

VESTIBULE

B

CORRIDOR

EXTERIOR

SCALE:1

FLOOR PLAN - CODE ANALYSIS

1/8" = 1'-0"

SCALE:

KEY PLAN

FIRE-RESISTANCE-RATED CONSTRUCTION (CHAPTER 7)

OCCUPANT LOAD: 10 OCCUPANTS

EGRESS WIDTH (DOOR):

REQUIRED: 10 OCC x (0.2) = 2" SECT. 1005.3.2

EXISTING: 78" > 2" REQ., COMPLIES

SPACES WITH ONE EXIT B OCC, 49 OCC MAX TABLE 1006.2.1

I-3 OCC, 10 OCC MAX

COMMON PATH B OCC 100 FT MAX TABLE 1006.2.1

I-3 OCC 100 FT MAX

EGRESS ILLUMINATION: REQUIRED SECT. 1008.1

EXIT TRAVEL DISTANCE TABLE 1017.2

B OCC, SPRINKLED 300 FT MAX, COMPILES

I-3 OCC, SPRINKLED 200 FT MAX, COMPILES

CORRIDOR: 1-HR RATED, COMPLIES TABLE 1020.2

AUTOMATIC SPRINKLER SYSTEMS:

GROUP I REQUIRED THROUGHOUT BUILDINGS SECT. 903.2.6

WITH A GROUP I FIRE AREA, COMPLIES

FIRE ALARM AND SMOKE DETECTION SYSTEMS: GROUP I-3 REQUIRED TO HAVE MANUAL SECT. 907.2.6.3

FIRE ALARM SYSTEM AND AUTOMATIC SMOKE

DETECTION SYSTEM TO ALERT STAFF

FIRE PROTECTION AND LIFE SAFETY SYSTEMS (CHAPTER 9)

EXTERIOR WALLS, PROJECTIONS: TABLE 705.2

0-2 FT NOT PERMITTED

2-3 FT 24 INCHES

3-5 FT 2

3 OF FSD

5 FT + 40 INCHES

FIRE RATING: GREATER THAN 10 FEET, RATED ONLY FROM INTERIOR SECT. 705.5

MEANS OF EGRESS (CHAPTER 10)

PH. 503-399-1399

SALEM, OREGON 97301

3470 PIPEBEND PL NE

MSC ENGINEERS INC.

STRUCTURAL

SUITE 120

ATTN: CAM CARROLL

camc@mscengineersinc.com

ELECTRICAL

E001 LEGEND AND GENERAL NOTES

E001.2 SPECIFICATIONS

E002 SCHEDULES

E201 LIGHTING PLAN - DEMOLITION AND NEW

E301 POWER PLAN - DEMOLITION AND NEW

E801 DETAILS

STRUCTURAL

S0.1 GENERAL NOTES

S1.1 FLOOR PLAN - DEMOLITION

S2.1 FLOOR PLAN - NEW

S5.1 DETAILS

COLEBREIT ENGINEERS+AXIOM ENGINEERS

1220 NW KINGS BOULEVARD

CORVALLIS, OREGON 97330

PH: 541.728.3293

CONTACT: ROB JAMES, PE

Rob.James@colebreit.com

ADA

ADA

AREA OF WORK

GENERAL BUILDING HEIGHTS AND AREAS (CHAPTER 5)

EXISTING BUILDING AREA: 182,605 SF (PER MARION COUNTY ASSESSOR)

II-B, UNSPRINKLED CONSTRUCTION TYPE:

FIRE-RESISTANCE-RATED CONSTRUCTION CONT. (CHAPTER 7)

WALL OPENINGS: TABLE 705.8

0-3 FT UP, S - NOT PERMITTED

3-5 FT UP, S - 15%

5-10 FT UP, S - 25%

10-15 FT UP, S - 45%

15-20 FT UP, S - 75%

20-25 FT UP, S - NO LIMIT

25-30 FT UP, S - NO LIMIT

30 FT + UP, S - NO LIMIT (ALL SIDES)

FIRE PARTITIONS: 1-HR RATED, SEE CHAPTER 10 ANALYSIS SECT. 708.1(3)

DOOR OPENINGS: 20 MIN TABLE 716.1(2)

1-HOUR RATED CORRIDOR

ALLOWANCE:

CONTINGENCY ALLOWANCE: INCLUDE THE STIPULATED SUM/PRICE OF $10,000 FOR USE UPON OWNERS INSTRUCTIONS INTENDED USE IS TO COVER CHANGES TO DETENTION DOOR, FRAME, AND HARDWARE BEYOND WHAT HAS BEEN SHOWN AND SPECIFIED. SEE DRAWINGS FOR DOOR SCHEDULE AND SECTION 083460 - DETENTION CENTER DOORS AND FRAMES. ALLOWANCE TO BE CARRIED AND

INCLUDED IN BASE BID AMOUNT

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DATE

AutoCAD SHX Text In the event conflicts are discovered between the original signed and sealed documents prepared by the Architects and/or their Consultants, and any copy of the documents transmitted by mail, fax, electronically or otherwise, the original signed and sealed documents shall govern.

AutoCAD SHX Text

ARCHITECTURERCHITECTURECHITECTUREHITECTUREITECTURETECTUREECTURECTURETUREUREREE

AutoCAD SHX Text

COMMUNITYOMMUNITYMMUNITYMUNITYUNITYNITYITYTYY

AutoCAD SHX Text 1100 Liberty St, SE, Suite 200 Salem, OR 97302 P: 503.581.4114 www.accoac.com

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BLAKE BURAL

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2025.0018

JUNE 16, 2026

3405 DEER PARK DR SE

SALEM, OREGON 97310

OREGON STATE

CORRECTIONAL

INSTITUTION

MEDICAL UNIT RENOVATION

CJA

A2.1

SCALE:1

FLOOR PLAN - DEMOLITION

1/8" = 1'-0"

80'-0"

'-8

80'-0"

25'-8"

'-8

26'-5" 27'-11"

4'-0" 2'-8" 2'-8"

1'-2"

3'-4"21'-2"

5' -5

26'-5"

8'-9"

1'-3"

9'-0"

2'-9"

4'-8"

27'-11"25'-8"

GENERAL NOTES:

1. GENERAL NOTES APPLY TO ALL DRAWINGS.

2. DIMENSIONS ARE TO EXISTING FACE OF WALL, FACE OF NEW FRAMING, AND FACE OF

EXISTING CONCRETE UNLESS NOTED OTHERWISE.

3. DIMENSIONS OF EXISTING CONDITIONS ARE APPROXIMATE AND INTENDED FOR

ESTIMATING PURPOSES ONLY. CONTRACTOR SHALL BE RESPONSIBLE TO FIELD

VERIFY ALL DIMENSIONS PRIOR TO ACTUAL CONSTRUCTION. NOTIFY OWNER

IMMEDIATELY OF ANY DISCREPANCIES OR QUESTIONABLE DIMENSIONS PRIOR TO

PROCEEDING WITH AREA OF WORK IN QUESTION.

4. DRAWINGS ARE DIAGRAMMATIC ONLY AND SHOULD NOT BE SCALED.

5. IN CASE OF ANY CONFLICTS IN THE REQUIREMENTS OF THE CONTRACT DOCUMENTS,

THE CONTRACTOR IS REQUIRED TO INCLUDE THE BETTER QUALITY AND LARGER

QUANTITY OF THE WORK.

6. CONTRACTOR AND BIDDERS SHALL USE COMPLETE SETS OF CONTRACT DOCUMENTS;

NEITHER THE OWNER NOR ARCHITECT ASSUMES RESPONSIBILITY FOR ERRORS OR

MISINTERPRETATIONS RESULTING FROM THE USE OF INCOMPLETE SETS OF

CONTRACT DOCUMENTS.

REFERENCE NOTES:

1 NO WORK THIS ROOM / AREA

EXISTING WINDOW TO BE REMOVED

A. ~3'-6"x~4'-0" STEEL WINDOW B. ~3'-6"x~5'-0" WOOD WINDOW

EXISTING WINDOW TO REMAIN, PROTECT AT ALL TIMES, PREP AND PAINT

EXISTING CASEWORK AND SHELVING TO BE REMOVED THIS ROOM/AREA

EXISTING FLOORING AND BASE TO BE REMOVED THIS ROOM/AREA, PREP FOR NEW FINISH

A. VCT TILE

NOTE: ASBESTOS PRESENT IN TILE AND MASTIC ON CONCRETE, REFER

TO ASBESTOS REPORT

B. CARPET OVER VCT TILE

NOTE: ASBESTOS PRESENT IN TILE AND MASTIC ON CONCRETE, REFER

TO ASBESTOS REPORT

EXISTING DRINKING FOUNTAIN TO BE REMOVED, REFER TO PLUMBING DESIGN/BUILD

DRAWINGS

EXISTING STEEL BENCHES TO BE REMOVED

EXISTING DOOR AND HARDWARE TO BE REMOVED, EXISTING FRAME TO REMAIN

NOT USED

NEW POLISHED CONCRETE FLOOR AND RUBBER BASE THIS ROOM/AREA

NEW MECHANICAL EQUIPMENT ON AT-GRADE CONCRETE PAD, ALL PIPING

EXPOSED ON EXTERIOR TO BE COVERED WITH STAINLESS STEEL SHROUD,

REFER TO MECHANICAL DRAWINGS

EXISTING MECHANICAL EQUIPMENT TO BE REMOVED. AT SIM CONDITION

PROVIDE NEW SHEET METAL COVER IN AREA OF EQUIPMENT REMOVAL ~12"x36"

NEW DOOR INFILL ~3'-4"x7'-2"

EXISTING SWINGING STEEL SECURITY GRILLE TO BE REMOVED

A8.1

A8.1

A8.1

SYMBOL LEGEND:

EXISTING WALL TO REMAIN

EXISTING DOOR, FRAME AND HARDWARE TO REMAIN

NEW 6" METAL STUDS AT 16" o.c. WITH ACOUSTICAL BATT

INSULATION, 12" FIRE RETARDANT PLYWOOD, AND TYPE 'X'

GYPSUM WALLBOARD EACH SIDE

EXISTING FRAMED WALL TO BE REMOVED, PATCH AND REPAIR

EXISTING ADJACENT FINISHES AS REQUIRED

(E)

NEW CMU INFILL WALL. PROVIDE FLUSH AND SMOOTH

TRANSITION, ANCHOR PER STRUCTURAL

X NEW WINDOW, REFER TO

A8.1

0 NEW DOOR, FRAME AND/OR HARDWARE, REFER TO DOOR

SCHEDULE

EXISTING DOOR, FRAME AND HARDWARE TO BE REMOVED(D)

EXISTING CONCRETE WALL TO BE REMOVED, PATCH AND REPAIR

EXISTING ADJACENT FINISHES AS REQUIRED, REFER TO

STRUCTURAL DRAWINGS

A2.1

1 1

(E)

(D)

(D)

(E)(E)

(E)

SCALE:2

FLOOR PLAN

1/8" = 1'-0"

80'-0"

'-8

80'-0"

25'-8"

'-8

26'-5" 27'-11"

26'-5" 27'-11"25'-8"

17'-8" 8'-9"

8'-9"17'-8"

7' -1

DN

UP

(E)

(E)

(E)(E)

(E)

CL

7' -7

EXAM

ROOM

OFFICE

OFFICE

DENTAL

AREA

OFFICE

OFFICE

VESTIBULE

103-A

103-B 103-C

A

A

1 1

3' -7

3'

-7

CL

SCALE:

KEY PLAN

3' -8

9'

-0

3' -7

EXTEND WALL TO UNDERSIDE OF FLOOR

STRUCTURE

SCALE:

WALL SECTION

3 1 1/2" = 1'-0" 25018-A2.1-03

NEW DEFLECTION CLIP

1 2"

LINE OF EXISTING FLOOR TO REMAIN

NEW RUBBER BASE, TYP.

NEW 5 8" TYPE 'X' GYPSUM BOARD

EACH SIDE

NEW 3" ACOUSTICAL BATT INSULATION

CONTINUOUS SEALANT, TYP

NEW METAL STUD WALL PER PLAN

NEW 12" FIRE RETARDANT PLYWOOD

SHEATHING ONE SIDE

2B

2B

2B

2A

5B

3 3 12 3 3

4 7 7

5A

5A

A2.1

HALL

CORRIDOR

SCALE:4

INTERIOR ELEVATION - DEMOLITION

1/4" = 1'-0"

F.F.E.

0'-0"

7'-2"

B.O. CEILING

EXST

NOTE: ASBESTOS PRESENT IN HIGHLIGHTED

AREA, REFER TO ASBESTOS REPORT

EXISTING WALL FINISH TO REMAIN

3 3 3 3

3 3

13'-11"

A8.1

A2.1

2'-8"

ITEM ITEM BRAND NOTES

1 SIX DRAWER MEDSTATION WITH 5

SECURE DRAWERS BD PYXIS OFCI

EQUIPMENT SCHEDULE - PROJECT NO. 2025.0018

BD PYXIS

BD PYXIS

SEVEN DRAWER AUXILIARY WITH 6

SECURE DRAWERS

ES REFRIGERATOR - 13 CU FT

SCALE:5

INTERIOR ELEVATION

1/4" = 1'-0"

F.F.E.

0'-0"

B.O. CEILING

EXST

1 1

DN

UP

6"

SIM

SIM

123 3 3 3

33333

3 3

EXISTING

STAIR

EXISTING WALL TO REMAIN, PREP AND PAINT

NOTE: ASBESTOS PRESENT IN HIGHLIGHTED AREA,

REFER TO ASBESTOS REPORT, PREP AND PAINT

NOTE: ASBESTOS PRESENT ON OPPOSITE

SIDE OF WALL

A8.1

(E)

OFCI

OFCI

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SHEET

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DRAWN

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REVISIONS

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JOB NO.

AutoCAD SHX Text

DATE

AutoCAD SHX Text In the event conflicts are discovered between the original signed and sealed documents prepared by the Architects and/or their Consultants, and any copy of the documents transmitted by mail, fax, electronically or otherwise, the original signed and sealed documents shall govern.

AutoCAD SHX Text

ARCHITECTURERCHITECTURECHITECTUREHITECTUREITECTURETECTUREECTURECTURETUREUREREE

AutoCAD SHX Text

COMMUNITYOMMUNITYMMUNITYMUNITYUNITYNITYITYTYY

AutoCAD SHX Text 1100 Liberty St, SE, Suite 200 Salem, OR 97302 P: 503.581.4114 www.accoac.com

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SALEM, OREGON

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BLAKE BURAL

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2025.0018

JUNE 16, 2026

3405 DEER PARK DR SE

SALEM, OREGON 97310

OREGON STATE

CORRECTIONAL

INSTITUTION

MEDICAL UNIT RENOVATION

CJA

A6.1

SCALE:1

REFLECTED CEILING PLAN - DEMOLITION

1/8" = 1'-0"

80'-0"

'-8

80'-0"

25'-8"

'-8

26'-5" 27'-11"

26'-5" 27'-11"25'-8"

GENERAL NOTES:

1. GENERAL NOTES APPLY TO ALL DRAWINGS.

2. DIMENSIONS ARE TO EXISTING FACE OF WALL, FACE OF NEW FRAMING, AND FACE OF

EXISTING CONCRETE UNLESS NOTED OTHERWISE.

3. DIMENSIONS OF EXISTING CONDITIONS ARE APPROXIMATE AND INTENDED FOR

ESTIMATING PURPOSES ONLY. CONTRACTOR SHALL BE RESPONSIBLE TO FIELD

VERIFY ALL DIMENSIONS PRIOR TO ACTUAL CONSTRUCTION. NOTIFY OWNER

IMMEDIATELY OF ANY DISCREPANCIES OR QUESTIONABLE DIMENSIONS PRIOR TO

PROCEEDING WITH AREA OF WORK IN QUESTION.

4. DRAWINGS ARE DIAGRAMMATIC ONLY AND SHOULD NOT BE SCALED.

5. IN CASE OF ANY CONFLICTS IN THE REQUIREMENTS OF THE CONTRACT DOCUMENTS,

THE CONTRACTOR IS REQUIRED TO INCLUDE THE BETTER QUALITY AND LARGER

QUANTITY OF THE WORK.

6. CONTRACTOR AND BIDDERS SHALL USE COMPLETE SETS OF CONTRACT DOCUMENTS;

NEITHER THE OWNER NOR ARCHITECT ASSUMES RESPONSIBILITY FOR ERRORS OR

MISINTERPRETATIONS RESULTING FROM THE USE OF INCOMPLETE SETS OF

CONTRACT DOCUMENTS.

SCALE:2

REFLECTED CEILING PLAN

1/8" = 1'-0"

80'-0"

'-8

80'-0"

25'-8"

'-8

26'-5" 27'-11"

26'-5" 27'-11"25'-8"

17'-8" 8'-9"

8'-9"17'-8"

'-1

EXAM

ROOM

OFFICE

OFFICE

DENTAL

AREA

OFFICE

OFFICE

OFFICE

'-7

SCALE:

KEY PLAN

SYMBOL LEGEND:

NEW SURFACE MOUNTED LED LIGHT FIXTURES, REFER TO

ELECTRICAL DRAWINGS

NEW EXIT SIGN WITH BATTERY BACK-UP EMERGENCY EGRESS

LIGHTING, (E) DENOTES EXISTING TO REMAIN, REFER TO ELECTRICAL

DRAWINGS

NEW 5/8" GYPSUM WALLBOARD OVER 7 8" HAT CHANNEL FURRING. U.O.N.

EXISTING CEILING TO BE REMOVED, ABETMENT BY G.C.

EXISTING SURFACE MOUNTED LED LIGHT FIXTURES TO BE

REMOVED, REFER TO ELECTRICAL DRAWINGS

EXISTING SURFACE MOUNTED LED LIGHT FIXTURES TO REMAIN

CD

CONTRACTOR TO PROVIDE DRILLING IN EXISTING CONCRETE WALL

FOR EQUIPMENT LINE ROUTING, REFER TO MECHANICAL DRAWINGS

FOR REQUIRED SIZING

REFERENCE NOTES:

1 NO WORK THIS ROOM / AREA

EXISTING WINDOW BLINDS TO BE REMOVED

EXISTING CONCRETE BEAM TO REMAIN

EXISTING MINI SPLIT TO BE REMOVED, REFER TO MECHANICAL DRAWINGS

NEW MECHANICAL EQUIPMENT, REFER TO MECHANICAL EQUIPMENT

EXISTING CONCRETE WALL TO BE SAWCUT AS REQUIRED TO TAP INTO EXISTING

DUCT WORK ABOVE, REFER TO MECHANICAL DRAWINGS

NEW SUPPLY GRILLE AND ASSOCIATED DUCT WORK, REFER TO MECHANICAL

DRAWINGS.

NEW SUSPENDED GYPSUM WALLBOARD CEILING THIS ROOM/AREA, CEILING HEIGHT

TO MATCH EXISTING

HALL

2 4

32 2

(N)(N)

(N)7

CD

CD

CD

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SHEET

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DRAWN

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REVISIONS

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JOB NO.

AutoCAD SHX Text

DATE

AutoCAD SHX Text In the event conflicts are discovered between the original signed and sealed documents prepared by the Architects and/or their Consultants, and any copy of the documents transmitted by mail, fax, electronically or otherwise, the original signed and sealed documents shall govern.

AutoCAD SHX Text

ARCHITECTURERCHITECTURECHITECTUREHITECTUREITECTURETECTUREECTURECTURETUREUREREE

AutoCAD SHX Text

COMMUNITYOMMUNITYMMUNITYMUNITYUNITYNITYITYTYY

AutoCAD SHX Text 1100 Liberty St, SE, Suite 200 Salem, OR 97302 P: 503.581.4114 www.accoac.com

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SALEM, OREGON

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A8.1

2025.0018

JUNE 16, 2026

3405 DEER PARK DR SE

SALEM, OREGON 97310

OREGON STATE

CORRECTIONAL

INSTITUTION

MEDICAL UNIT RENOVATION

SCALE:1

DOOR TYPES

1/4" = 1'-0" SCALE:2

FRAME TYPES

1/4" = 1'-0"

PE

R

D O

O R

S C

H

ED

U

LE

2"

2"

PER

DOOR

SCHEDULE

2"

1CA

2"

PER

DOOR

SCHEDULE

2"

PE

R

D O

O R

SC

H

ED

U

LE

2"

2' -1

0"

2HOLLOW

METAL

METAL STUDS WITH 12" FIRE RETARDANT

PLYWOOD SHEATHING AND 5 8" TYPE 'X'

GYPSUM BOARD EACH SIDE

HM FRAME (GROUT FULL), PAINT

DOOR AS PER SCHEDULE

2" 1

2"

HEADER - SEE STRUCTURAL

SCALE:

TYP HOLLOW METAL HEAD

4 3" = 1'-0" 25018-A8.1-04

4"

4"

NEW FRAME BY CONTRACTOR, PAINT

NEW DOOR BY CONTRACTOR

SCALE:

TYP HOLLOW METAL HEAD - CONCRETE

6 3" = 1'-0" 25018-A8.1-06

NEW CONTINUOUS BACKER ROD AND SEALANT

EXISTING CONCRETE WALL TO REMAIN

8"

2"

8"

NEW CONT. 16 GA CLIP AT H.M. RETURN TO

PROVIDE BACKING FOR SEALANT SYSTEM,

TYP EACH SIDE

HM FRAME (GROUT FULL), PAINT

DOOR AS PER SCHEDULE

1 2"

1 2"

2"

8"

4"

SCALE:

TYPICAL HOLLOW METAL JAMB

5 3" = 1'-0" 25018-A8.1-05

METAL STUDS WITH 12" FIRE RETARDANT

PLYWOOD SHEATHING AND 5 8" TYPE 'X'

GYPSUM BOARD EACH SIDE

4"

NEW FRAME BY CONTRACTOR, PAINT

NEW DOOR BY CONTRACTOR

SCALE:

TYP HOLLOW METAL JAMB - CONCRETE

7 3" = 1'-0" 25018-A8.1-07

NEW CONTINUOUS BACKER ROD AND SEALANT

EXISTING CONCRETE WALL TO REMAIN

2"

8"

8"

NEW CONT. 16 GA CLIP AT H.M. RETURN TO

PROVIDE BACKING FOR SEALANT SYSTEM,

TYP EACH SIDE

SCALE:

COILING DOOR HEAD - CONCRETE

8 1-1/2" = 1'-0" 25018-A8.1-08

2"

F.V.

8" F.

V.

COILING COUNTER GUIDE RAILS

NEW COILING COUNTER DOOR AND

HOUSING

EXISTING CONCRETE WALL TO

REMAIN. CONTRACTOR TO

PROTECT ASBESTOS WALL

MATERIAL AT ALL TIMES

NEW HM FRAME (GROUT FULL), PAINT

NEW CONT. 16 GA CLIP AT H.M.

RETURN TO PROVIDE BACKING FOR

SEALANT SYSTEM, TYP EACH SIDE

NEW CONTINUOUS BACKER ROD AND

SEALANT

T.O. OPENING

7'-2"

NEW COILING COUNTER DOOR

2"

EXISTING CONCRETE WALL TO REMAIN.

CONTRACTOR TO PROTECT ASBESTOS

WALL MATERIAL AT ALL TIMES

NEW COILING COUNTER DOOR VERTICAL

GUIDE RAIL WITH UL LISTED GUIDE SEAL

SCALE:

COILING DOOR JAMB - CONCRETE

9 1 1/2" = 1'-0" 25018-A8.1-09

NEW HM FRAME (GROUT FULL), PAINT

NEW CONT. 16 GA CLIP AT H.M.

RETURN TO PROVIDE BACKING FOR

SEALANT SYSTEM, TYP EACH SIDE

NEW CONTINUOUS BACKER ROD AND

SEALANT

CORRIDOR

OFFICE

SCALE:

COILING DOOR SILL - CONCRETE

10 1-1/2" = 1'-0" 25018-A8.1-10

NEW COILING COUNTER GUIDE

RAILS

NEW 16 GA. STAINLESS STEEL

COUNTERTOP OVER PT (2) LAYERS 3 4"

FIRE RETARDANT PLYWOOD SUBSTRATE

NEW COILING COUNTER DOOR

NEW COILING COUNTER

BOTTOM BAR

EXISTING CONCRETE WALL TO REMAIN.

CONTRACTOR TO PROTECT ASBESTOS

WALL MATERIAL AT ALL TIMES

B.O. OPENING

2'-10"

NEW CONTINUOUS SEALANT

8" 8"

CORRIDOR

OFFICE

SCALE:3

WINDOW TYPES

1/4" = 1'-0"

TYPE 1: SINGLE PANE, TEMPERED

GLASS TYPES:

2' -1

0"

A

2'-3"

2'-0"

2' -1

0"

2"

2"2"

ALUM

(LOCKABLE)

SCALE:

ALUM WINDOW HEAD - JAMB SIM

11 3" = 1'-0" 25018-A8.1-11

SEALANT, BOTH SIDES

NEW ALUMINUM FRAME

HEADER - SEE STRUCTURAL

NEW WINDOW PER PLAN

METAL STUDS WITH 12" FIRE RETARDANT

PLYWOOD SHEATHING AND 5 8" TYPE 'X'

GYPSUM BOARD EACH SIDE

SCALE:

ALUM WINDOW SILL

12 3" = 1'-0" 25018-A8.1-12

NEW ALUMINUM FRAME

METAL STUDS WITH 12" FIRE

RETARDANT PLYWOOD

SHEATHING AND 5 8" TYPE 'X'

GYPSUM BOARD EACH SIDE

12"

24" AT SIM CONDITION

T.O. COUNTER

2'-10"

4" FIRE RETARDANT

PLYWOOD COUNTERTOP,

PLASTIC LAMINATE AT ALL

EXPOSED TO VIEW

SURFACES

NEW WINDOW PER PLAN

SEALANT, BOTH SIDES

HOLLOW

METAL

PADLOCK STYLE

(OFFICE SIDE)

SCALE:13

CASEWORK ELEVATION

1/4" = 1'-0"

REFERENCE NOTES:

1 DOOR AND/OR WINDOW PER PLAN

2 WALL PER PLAN TO BE PAINTED

3 NEW FLOOR BASE

24" DEEP BASE CABINET, DOORS, DRAWERS AS SHOWN, PLASTIC LAMINATE AT ALL EXPOSED

TO VIEW SURFACES

25" DEEP COUNTERTOP, U.O.N., PLASTIC LAMINATE AT ALL EXPOSED TO VIEW SURFACES

4" BACKPLASH AT ALL WALL SURFACES, PLASTIC LAMINATE AT ALL EXPOSED TO VIEW

SURFACES

2' -1

0"

4"

PE

R

R C

P

5'-6"

1'-4"4'-2"

SUPPORT BRACE, PAINT

A8.1

SCALE:

SUPPORT BRACE - HIDDEN

14 N.T.S. 25018-A8.1-14

2"x2"x3

16" T.S. W/ (4) 3 8"DIA. MB

TO 20 GA STUDS EACH SIDE

PLAN

2' -8

3'

-6

NOTE:

SPACING AS REQUIRED FOR

LENGTH OF COUNTERTOP

2"

1 6

B

1.

TYPE 1: SINGLE PANE, TEMPERED

TYPE 2: FIRE RATED, SINGLE PANE, TEMPERED

GLASS TYPES:

A8.1SIM

SCALE:17

EXISTING EQUIPMENT REMOVAL

N.T.SSCALE:

EQUIPMENT SHROUD

16 3" = 1'-0" 25018-A8.1-16

NEW STAINLESS STEEL SHROUD

FACE OF EXISTING WALL

NEW HVAC LINES AS OCCURS, REFER TO

MECHANICAL DRAWINGS FOR SIZE AND

QUANTITY

SCALE:

EXTERIOR EQUPMENT SLAB

15 3/4" = 1'-0" 25018-A8.1-15

NEW 4" CONCRETE SLAB AT GRADE

OVER 6" COMPACTED CRUSHED

ROCK. SIZE TO MEET MINIMUM

CLEARANCES PER MECHANICAL

EQUIPMENT MANUFACTURER

NEW MECHANICAL EQUIPMENT,

REFER TO MECHANICAL DRAWINGS

FACE OF EXISTING BUILDING

NEW SHEET METAL OVER AND SEALANT

EXISTING MECHANICAL UNIT TO BE

REMOVED, REFER TO MECHANICAL

DRAWINGS

~36" F.V.

~1 2"

F .V

1. 1.

4" 11 2"

2' -4

1 2"

D

2.

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ARCHITECTURERCHITECTURECHITECTUREHITECTUREITECTURETECTUREECTURECTURETUREUREREE

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COMMUNITYOMMUNITYMMUNITYMUNITYUNITYNITYITYTYY

AutoCAD SHX Text 1100 Liberty St, SE, Suite 200 Salem, OR 97302 P: 503.581.4114 www.accoac.com

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BLAKE BURAL

A9.1

2025.0018

JUNE 16, 2026

3405 DEER PARK DR SE

SALEM, OREGON 97310

OREGON STATE

CORRECTIONAL

INSTITUTION

MEDICAL UNIT RENOVATION

DOOR FRAME DETAILS

NOMINAL

SIZENO. TYPE MAT'L GLASS TYPE MAT'L GLASS H J S

HDWR.

GROUP LABEL REMARKS

DOOR SCHEDULE - PROJECT NO. 2025.0018

103-A 3'-0"x7'-0" B HM 1 1 HM - - NO. 1 - -

ALL DOORS 13

4" THICK UNLESS OTHERWISE NOTED

103-B 2'-4"x4'-2" C ALUM - 2 HM - - 20 MIN COILING COUNTER DOOR

4/A8.1 5/A8.1

105 3'-0"x7'-0" D STL 1 1 HM - - NO. 2 20 MIN DETENTION GRADE DOOR, SEE SPECS6/A8.1 7/A8.1

8/A8.1 9/A8.1 10/A8.1

8/A8.1 9/A8.1 10/A8.1

102 3'-0"x7'-0" B HM 1 1 HM - - NO. 1 - -4/A8.1 5/A8.1

103-C 2'-4"x4'-2" C ALUM - 2 HM - - 20 MIN COILING COUNTER DOOR

DESCRIPTION CATALOG NUMBER FINISH MANUFACTURERQUANTITY

HARDWARE GROUP NO. 1

HINGE 652 IV3 EACH 5BB1 4 1/2 x 4 1/2

LOCKSET 626 SC1 EACH ND53P6 RHO K510-066

CLOSER AL LC1 EACH 4011 REGARM WMS

WALL STOP1 EACH WS406/407CCV US32D IVE

DOOR SILENCER GRY IV3 EACH SR64

FLOOR BASE WALL

FINISH KEY - PROJECT NO. 2025.0018

CEILING

1 EXISTING TO REMAIN A EXISTING TO REMAIN 1 EXISTING TO REMAIN A EXISTING TO REMAIN

2 POLISHED CONCRETE B 6" RUBBER BASE 2 GYPSUM WALLBOARD, PAINT B GYPSUM WALLBOARD, PAINT

3 EXISTING CONCRETE, PAINT C EXISTING CONCRETE, PAINT

4 NEW CONCRETE, PAINT

FLOOR WALLS CEILING

ROOMNO. MAT'L BASE

N.

WALL

MAT'L

E.

WALL

MAT'L

S.

WALL

MAT'L

W.

WALL

MAT'L

MAT'L HEIGHT REMARKS

ROOM FINISH SCHEDULE - PROJECT NO. 2025.0018

100 EXAM ROOM 1 A 1 1 1 1 A EXST

101 HALL 2 B 3 3 3 2 C EXST

102 OFFICE 2 B 3 2 2 3 B,C EXST

103 OFFICE 2 B 2 2 3 3,4 B,C EXST

104 DENTAL AREA 1 A,B 1 3,4 1 1 A EXST NEW BASE ON EAST WALL

105 VESTIBULE 1 A 3 3,4 3 3 B ~8'-0"

106 OFFICE 1 A 1 1 1 1 A EXST

107 OFFICE 1 A 1 1 1 1 A EXST

108 CORRIDOR 1 A 1 1 1 1 A EXST

109 STAIR 1 A 1 1 1 1 A EXST

REFERENCE NOTES:

NEW TEMPORARY WALL SURROUNDING CONSTRUCTION AREA. 2x4 STUDS AT 16" OC

WITH 12" PLYWOOD AT OUTSIDE FACE, FRAME UP TO 8'-0" A.F.F. CONTRACTOR TO

PROVIDE CONSTRUCTION ZONE SIGNAGE.

TO BE REMOVED AFTER PHASE 1

WORK IN DENTAL AREA IS COMPLETE

SCALE:1

SAFETY ZONE PLAN

1/4" = 1'-0"

EXAM

ROOM

OFFICE

OFFICE

DENTAL

AREA

OFFICE

OFFICE

VESTIBULE

HALL

CORRIDOR

EXISTING

STAIR

DESCRIPTION CATALOG NUMBER FINISH MANUFACTURERQUANTITY

HARDWARE GROUP NO. 2

HINGE USP FOLGER ADAMS3 EACH 205 HINGE

LOCKSET1 EACH 80 DEADLOCK

DOOR PULL 26D1 EACH RAISED DOOR PULL

PLATE1 EACH PUSH PLATE -

USP

FOLGER ADAMS

FOLGER ADAMS

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SHEET

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DRAWN

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REVISIONS

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JOB NO.

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DATE

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ARCHITECTURERCHITECTURECHITECTUREHITECTUREITECTURETECTUREECTURECTURETUREUREREE

AutoCAD SHX Text

COMMUNITYOMMUNITYMMUNITYMUNITYUNITYNITYITYTYY

AutoCAD SHX Text 1100 Liberty St, SE, Suite 200 Salem, OR 97302 P: 503.581.4114 www.accoac.com

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SALEM, OREGON

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BLAKE BURAL

ABBREVIATIONS

ABBRV.

POWER SYMBOLS

SYMBOL IDENTIFICATION IDENTIFICATION

AC ALTERNATING CURRENT

AFF ABOVE FINISH FLOOR

AT TRIP RATING IN AMPERES

FRAME RATING IN AMPERES

AS SWITCH RATING IN AMPERES

ATS AUTOMATIC TRANSFER SWITCH

AV AUDIO VISUAL

C CONDUIT

CL CENTERLINE

DC DIRECT CURRENT

(E) EXISTING TO REMAIN

ELEV ELEVATOR

EMT ELECTRO METALLIC TUBING

G GROUND

GFCI GROUND FAULT CIRCUIT INTERRUPTER

HID HIGH INTENSITY DISCHARGE

IG ISOLATED GROUND

LCP LIGHTING CONTROL PANEL

NC NORMALLY CLOSED

NEMA NATIONAL ELECTRICAL

MANUFACTURER'S ASSOCIATION

NO NORMALLY OPEN

NTS NOT TO SCALE

PVC POLYVINYL CHLORIDE CONDUIT

RSC RIGID STEEL CONDUIT

TTB TERMINAL BACKBOARD

TC TERMINAL CABINET

TEL TELEPHONE

UON UNLESS OTHERWISE NOTED

VFD VARIABLE FREQUENCY DRIVE

W WEATHERPROOF

WAP WIRELESS ACCESS POINT

W/ WITH

XFMR TRANSFORMER

XP EXPLOSION PROOF

NEC NATIONAL ELECTRIC CODE

(X) REMOVE EXISTING

(R) RELOCATE EXISTING

20A, 125V, DUPLEX RECEPTACLE OUTLET +18" AFF TO

CENTERLINE OF BOX UNLESS OTHERWISE NOTED

20A, 125V, DOUBLE DUPLEX RECEPTACLE OUTLET +18" AFF

TO CENTERLINE OF BOX UNLESS OTHERWISE NOTED

CONN CONNECTED

SPECIAL PURPOSE RECEPTACLE OUTLET; NEMA

CONFIGURATIONS AS SHOWN ON DRAWINGS; 18" AFF

TO CENTERLINE OF BOX UNLESS OTHERWISE NOTED

20A, 125V, SINGLE RECEPTACLE OUTLET; +18" AFF

TO CENTERLINE OF BOX UNLESS OTHERWISE NOTED

A = ABOVE COUNTER

C = CEILING MOUNTED

G = GFCI

S = SWITCHED RECEPTACLE

U = WITH (2) USB PORTS

W = WEATHERPROOF COVER AND GFCI

X

20A, 125V, DUPLEX RECEPTACLE OUTLET;

FLOOR RECESSED

20A, 125V, DOUBLE DUPLEX RECEPTACLE OUTLET;

FLOOR RECESSED

2-COMPARTMENT FLOOR BOX W/ (2) GANG POWER /

(2) GANG DATA; PROVIDE 1"C. FROM EACH DATA

OUTLET TO ACCESSIBLE CEILING SPACE.

SINGLE POLE SWITCH

3 = THREE WAY SWITCH

4 = FOUR-WAY SWITCH

D = DIMMER SWITCH

K = KEY OPERATED SWITCH

M = MOTOR RATED SWITCH

T = INTERVAL TIMER

V = VACANCY SENSOR SWITCH

W = WEATHERPROOF SWITCH

X

PUSH BUTTON

OCCUPANCY LIGHT CONTROL SWITCH; CEILING MOUNTED

OCCUPANCY LIGHT CONTROL SWITCH; WALL MOUNTED

PHOTOSENSOR; CEILING MOUNTED

C = CORRIDOR PATTERN

X

DIMMING PHOTOSENSOR

D

ELECTRIC VEHICLE CHARGING STATION

LUMINAIRE; CEILING OR SURFACE MOUNTED

LUMINAIRE; WALL MOUNTED

AREA POLE WITH MOUNTED LUMINAIRE ON RAISED POLE BASE

LUMINAIRE ON EMERGENCY POWER

EXIT SIGN; CEILING MOUNTED; ARROWS AND FACES

AS SHOWN ON PLANS

EXIT SIGN; WALL MOUNTED; ARROWS AND FACES AS

SHOWN ON PLANS

SPD SURGE PROTECTION DEVICE

PH PHASE

GND GROUND

CONTRACTOR FURNISHED,

CONTRACTOR INSTALLEDCFCI

CONTRACTOR FURNISHED,

OWNER INSTALLEDCFOI

OFCI OWNER FURNISHED,

CONTRACTOR INSTALLED

MOTOR CONNECTION

FUSED DISCONNECT

SWITCH XX/XX/XX = AMP SWITCH/POLES/AMP FUSE

NON-FUSED DISCONNECT

SWITCH XX/XX = AMP SWITCH/POLES

JUNCTION BOX; FLOOR/GRADE MOUNTED

JUNCTION BOX; CEILING MOUNTEDC

JUNCTION BOX WITH WHIP-STYLE CONNECTION TO

POWERED FURNITURE; POWER AND/OR DATA

JUNCTION BOX; WALL MOUNTED

GENERATOR CONNECTION

TRANSFORMER; BOTTOM OF T DESIGNATES FRONT SIDE

PANELBOARD OR TERMINAL CABINET; SURFACE MOUNTED

PANELBOARD OR TERMINAL CABINET; FLUSH MOUNTED

AUTOMATIC TRANSFER SWITCH

DRAWOUT CIRCUIT BREAKER; RATING AS SHOWN ON PLANS

STATIONARY - CIRCUIT BREAKER; RATING AS SHOWN ON PLANS

FUSED DISCONNECT; RATING AS SHOWN ON PLANS

NON-FUSED DISCONNECT; RATING AS SHOWN ON PLANS

TRANSFORMER

INVERTER

GROUNDING POINT

UTILITY METER

GROUND BUS BAR

M

G

F

J

J

J

OS

O S

OS

PS

S = OCCUPANCY SENSOR SWITCH

T = TAMPER PROOF

+#" = INCHES ABOVE FINISH FLOOR TO CENTERLINE OF BOX

COMMERCIAL CORD REEL RECEPTACLE; CEILING MOUNTED

H = HIGH BAY SENSOR

V = VACANCY SENSOR MODE

EV

J

EMERGENCY FIXTURE; DUAL LAMP HEAD

J C

M

PB

LIGHTING SYMBOLS

SYMBOL IDENTIFICATION

WIRING DEVICE SYMBOLS

SYMBOL IDENTIFICATION

CONDUIT INSTALLED BELOW FINISHED FLOOR OR

BELOW GRADE

CONDUIT INSTALLED ABOVE FINISHED FLOOR OR GRADE

INDICATES CONDUIT TURNING UP

CONDUIT HOMERUN; ROUTE TO PANELBOARD, CABINET, OR

TERMINAL BOARD INDICATED, AND TERMINATE CONDUCTORS

TO CIRCUIT OVER CURRENT PROTECTIVE DEVICE

CONDUIT SYMBOLS

SYMBOL IDENTIFICATION

FEEDER DESIGNATION TAG

SHEET KEYNOTE TAG

MECHANICAL EQUIPMENT TAG

CONTRACTOR EQUIPMENT TAG

LETTER INDICATES FIXTURES CONTROL (WHERE SHOWN)

NUMBER INDICATES CIRCUIT NUMBER (WHERE SHOWN)

REVISION DELTA WITH REVISION NUMBER#

a.$

XX-#

XX-#

DESIGNATION SYMBOLS

SYMBOL IDENTIFICATION

MANUAL TRANSFER SWITCH

CUSTOMER METERCM

T

INDICATES CONDUIT TURNING DOWN

CONDUIT STUBBED AND CAPPED

CONDUIT AND WIRE. HATCH LINES INDICATE QUANTITY OF

UNGROUNDED #12 CONDUCTORS, OR CONDUCTOR SIZE AS

NOTED ADJACENT TO HATCH LINES. GROUND CONDUCTOR TO

BE PROVIDED SIZED IN ACCORDANCE WITH NEC TABLE

250-122. IF NO HATCH LINES ARE SHOWN, 2#12 & 1#12G

CONDUCTORS ARE ASSUMED.

TERMINAL CABINET OR CONTROL PANEL; FLUSH MOUNTED

TERMINAL CABINET OR CONTROL PANEL; FLUSH MOUNTED

EXIT SIGN WITH DUAL LAMP HEAD

LUMINAIRE; STRIP LIGHT

EPO PUSH BUTTON

OS

PS COMBINATION OCCUPANCY SENSOR/PHOTOSENSOR

PS

AIC AMPS INTERRUPTING CURRENT

A AMPERES

AWG AMERICAN WIRE GAUGE

AFCI ARC FAULT CIRCUIT INTERRUPTER

AFG ABOVE FINISHED GRADE

CATV CABLE TELEVISION

CB CIRCUIT BREAKER

CCTV CLOSED CIRCUIT TELEVISION

CU COPPER

EM EMERGENCY / STANDBY POWER

FA FIRE ALARM

FACP FIRE ALARM CONTROL PANEL

HP HORSEPOWER

HZ HERTZ

IDF INTERMEDIATE DISTRIBUTION FRAME

KV KILOVOLT

KVA KILOVOLT AMPERE

KW KILOWATT

LED LIGHT EMITTING DIODE

MCB MAIN CIRCUIT BREAKER

MCC MOTOR CONTROL CENTER

MDF MAIN DISTRIBUTION FRAME

MTS MANUAL TRANSFER SWITCH

NIC NOT INCLUDED IN CONTRACT

PV PHOTOVOLTAIC

TYP TYPICAL

(RR) REMOVE AND REPLACE WITH NEW

EV ELECTRICAL VEHICLE

MLO MAIN LUGS ONLY

CONDUIT ONLYCO

CURRENT TRANSFORMERCT

UL UNDERWRITER LABORATORIES

V VOLTAGE

W/O WITHOUT

AF

LEGEND NOTES

A. ALL SYMBOLS MAY NOT BE USED IN THIS PROJECT

B. SYMBOLS DO NOT ALWAYS REPRESENT REAL LIFE DIMENSIONS

C. SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION

D. MOUNTING HEIGHTS OF DEVICES SHALL BE AS NOTED IN THE LEGEND FOR THE

RESPECTIVE SYMBOL, UON ON FLOOR PLANS OR AS REQUIRED PER ADA REQUIREMENTS.

ABBRV. IDENTIFICATION

CD

M F

CD

CD

S W

H F

W

CD

VISIBLE ONLY (STROBE)

WALL MOUNTED

VISIBLE ONLY (STROBE)

CEILING MOUNTED

SPEAKER ONLY

WALL MOUNTED

HORN/STROBE VISUAL & AUDIBLE APPLIANCE

SOUNDER TO USE TEMPORAL 3 PATTERN.

WALL MOUNTED

HORN ONLY AUDIBLE APPLIANCE

SOUNDER TO USE TEMPORAL 3 PATTERN

WALL MOUNTED

MINI-HORN AUDIBLE APPLIANCE

SOUNDER TO USE LOW FREQUENCY OF 520HZ

WALL MOUNTED

SPEAKER/STROBE VISUAL & AUDIBLE APPLIANCE

WALL MOUNTED

NOTIFICATION APPLIANCES

PRI PRIMARY

SEC SECONDARY

P POLE

RECPT RECEPTACLE

LGT LIGHTING

NEU NEUTRAL

LUMINAIRE; PENDANT

AREA POLE WITH MOUNTED LUMINAIRE

LUMINAIRE; UNDERCABINET OR TAPE

DP DISTRIBUTION PANEL

S SWITCHBOARD

SWITCHBOARD OR DISTRIBUTION PANEL

LV = LOW VOLTAGE SWITCH

INV INVERTER

GEN GENERATOR

DIA DIAMETER REFR REFRIGERATOR

UC UNDER COUNTER

MICRO MICROWAVE

20A, 125V, DUPLEX RECEPTACLE OUTLET;

COUNTERTOP POP-UP TYPE.

TELEPHONE/DATA OUTLET; PROVIDE 1"C. W/

PULL-STRING TO ACCESSIBLE CEILING SPACE

UNLESS OTHERWISE NOTED

TELECOM SYMBOLS

SYMBOL IDENTIFICATION

SECURITY CAMERA

X C = CEILING MOUNTED; BACK BOX ONLY FOR

FUTURE WAP UNLESS OTHERWISE NOTED

4 = 4 PORT OUTLET

TELEPHONE OUTLET; PROVIDE 1"C. W/ PULL-

STRING TO ACCESSIBLE CEILING SPACE UNLESS

OTHERWISE NOTED

TV

RG-6 COAX OUTLET; PROVIDE 1"C. W/ PULL-

STRING TO ACCESSIBLE CEILING SPACE UNLESS

OTHERWISE NOTED

1. SCOPE OF WORK:

A. THIS PROJECT IS A REMODEL. THE PLANS AND SPECIFICATIONS INDICATE THE GENERAL

EXTENT OF THE WORK BASED ON OWNER-PROVIDED INFORMATION AND LIMITED

FIELD VERIFICATION. CONTRACTOR SHALL VISIT SITE, VERIFY EXISTING CONDITIONS,

AND REPORT ANY DISCREPANCIES NOTED TO THE ARCHITECT PRIOR TO SUBMITTING A

BID. CONTRACTOR SHALL BE RESPONSIBLE FOR THE DISCONNECTION AND

RECONNECTION OF MECHANICAL, PLUMBING, AND ELECTRICAL SYSTEMS NECESSARY

TO ACCOMPLISH THE WORK WHETHER OR NOT SPECIFIED AND/OR INDICATED.

2. REFER TO ARCHITECTURAL PLANS FOR LOCATIONS OF FIRE RATED WALLS, FLOORS, CEILINGS, ETC. PROVIDE FIRE RATED PENETRATIONS AT THESE LOCATIONS.

3. REFER TO MECHANICAL DRAWINGS FOR EXACT LOCATIONS OF EQUIPMENT AND ADDITIONAL

CONTROL REQUIREMENTS. CONNECTION REQUIREMENTS TO ALL EQUIPMENT TO BE VERIFIED

WITH APPROVED SUBMITTALS / SHOP DRAWINGS.

4. FLOOR MOUNTED ELECTRICAL EQUIPMENT SHALL BE INSTALLED ON A 3" HIGH CONCRETE

HOUSEKEEPING PAD.

5. VERIFY DEVICE MOUNTING HEIGHT AND ORIENTATION (VERTICAL OR HORIZONTAL) WITH

ARCHITECTURAL AND INTERIOR DESIGN DRAWINGS AND ELEVATIONS.

6. DISCONNECT SWITCHES TO BE SIZED AT MINIMUM TO MATCH THE BREAKER SIZE OF THE

RESPECTIVE BRANCH CIRCUIT BEING FED.

7. RACEWAY SYSTEMS AND CONDUIT ROUTING SHOWN ON ELECTRICAL DRAWINGS IS

DIAGRAMMATIC IN NATURE AND TO SHOW THE DESIGN INTENT OF CONDUIT INFRASTRUCTURE

REQUIREMENTS. ACTUAL LOCATION AND ROUTING OF ALL CONDUIT RACEWAYS SHALL BE

DETERMINED BY CONTRACTOR TO SUIT FIELD CONDITIONS.

8. CONTRACTOR TO PROVIDE PULL STRINGS IN ALL LOW VOLTAGE SYSTEM CONDUITS AND ALL

SPARE CONDUITS.

9. PROVIDE DEDICATED NEUTRAL FOR EACH NEW CIRCUIT. HOME RUN CONDUCTORS MAY BE

COMBINED INTO ONE CONDUIT. NO RACEWAY OR CABLE SHALL CONTAIN MORE THAN NINE (9)

CURRENT CARRYING CONDUCTORS.

10. BRANCH CIRCUITS TO BE SIZED FOR MAXIMUM 3% VOLTAGE DROP. PROVIDE #10 AWG

CONDUCTORS FOR 20 AMPERE, 120V BRANCH CIRCUITS LONGER THAN 75' AND #8 AWG

CONDUCTORS FOR 20 AMPERE, 120V BRANCH CIRCUITS LONGER THAN 120'. PROVIDE #10

AWG CONDUCTORS FOR 20 AMPERE, 277V BRANCH CIRCUITS LONGER THAN 200'.

11. PROVIDE DEDICATED NEUTRAL TO EACH BRANCH CIRCUIT PER NEC 210.4.

12. SUBSTITUTION REQUESTS TO SPECIFIED MATERIALS AND EQUIPMENT WILL NOT BE

CONSIDERED BY THE ENGINEER UNTIL THE PROJECT HAS BEEN AWARDED TO A CONTRACTOR.

BRAND NAMES AND MODEL NUMBERS ARE USED IN THE CONTRACT DOCUMENTS TO

ESTABLISH A LEVEL OF QUALITY AND REQUIRED FUNCTIONALITY. THE ENGINEER SHALL BE THE

SOLE JUDGE AS TO WHETHER PROPOSED SUBSTITUTIONS ARE EQUIVALENT TO SPECIFIED

ITEMS. THE PROPOSER OF A SUBSTITUTE MATERIAL OR ITEM OF EQUIPMENT SHALL VERIFY FIT

AND FUNCTIONALITY PRIOR TO SUBMISSION FOR APPROVAL AND FURNISH ALL NECESSARY

DOCUMENTATION FOR THE ENGINEER’S EVALUATION. THE PROPOSER OF AN APPROVED

SUBSTITUTION SHALL BEAR ALL COSTS ASSOCIATED WITH INCORPORATING AN APPROVED

SUBSTITUTION INTO THE PROJECT.

THIS WORK SHALL CONFORM TO ALL CURRENT AND ADOPTED LOCAL CODES

• 2025 OREGON STRUCTURAL SPECIALTY CODE (OSSC)

• 2025 OREGON MECHANICAL SPECIALTY CODE (OMSC)

• 2023 OREGON PLUMBING SPECIALTY CODE (OPSC)

• 2025 OREGON ENERGY EFFICIENCY SPECIALTY CODE (OEESC)

• 2025 OREGON ELECTRICAL SPECIALTY CODE (OESC)

• 2022 OREGON FIRE CODE (OFC)

• 2023 ASHRAE 90.1

REVISIONS

JOB NO.

TH

E

U

SE

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DRAWN

ARCHITECTURE

COMMUNITY

363 State Street Salem, OR 97301-3533 P: 503.581.4114 www.accoac.com

In the event conflicts are discovered between the original signed and sealed documents prepared by the Architects and/or their Consultants, and any copy of the documents transmitted by mail, fax, electronically or otherwise, the original signed and sealed documents shall govern.

DATE MARCH 20, 2026

SHEET

3/

/2

3:

:1

PM

E001

OREGON STATE

CORRECTIONAL

INSTITUTION

LEGEND AND

GENERAL NOTES

2026009

3405 DEER PARK DR SE

SALEM, OREGON 97310

MEDICAL UNIT RENOVATION

ELECTRICAL SHEET KEY

SHEET NUMBER DESCRIPTION

E001 LEGEND AND GENERAL NOTES

E001.2 SPECIFICATIONS

E002 SCHEDULES

E201 LIGHTING PLANS

E301 POWER PLANS

E801 DETAILS

GENERAL ELECTRICAL NOTES

LIST OF GOVERNING CODES

BASIC ELECTRICAL REQUIREMENTS

A. CODES AND STANDARDS

1. Equipment, materials and installation is to conform to the codes, standards, tests, guidance or recommended methods of trade effective as of the date of the Contract Documents as published by the following bodies:

2. Americans with Disabilities Act (ADA)

3. Authority Having Jurisdiction (AHJ)

4. American National Standards Institute (ANSI)

5. American Society of Testing and Materials (ASTM)

6. Oregon Electrical Specialty Code (OESC)

7. Oregon State Fire Marshal (OSFM)

8. Electrical Testing Laboratories (ETL)

9. Electric Utility Service Equipment Requirements Committee (EUSERC)

10. Institute of Electrical and Electronics Engineers (IEEE)

11. National Electrical Manufacturer’s Association (NEMA)

12. National Fire Protection Association (NFPA)

13. Occupational Safety and Health Act (OSHA)

14. Underwriter’s Laboratories (UL)

15. Local Building Department, where applicable.

16. Local Fire Department, where applicable.

17. Local power, telephone and cable television utilities, where applicable.

B. SUBMITTALS

1. Provide electronic format via zip file via e-mail. no more than one pdf per specification section. Highlight products being submitted; unmarked cutsheets will be returned as rejected.

C. CONNECTIONS TO EQUIPMENT

1. Make final connections to equipment furnished under this Division, other Divisions or by the Owner. Verify the electrical requirements of the equipment nameplates with the information specified on the applicable drawings or submittal, and the designed electrical connection.

D. EXCAVATION AND BACKFILL

1. Provide excavation for underground electrical utilities and substructures. Backfill and patch excavated areas to the original condition and as shown on the

Drawings.

2. Locate all existing underground utilities prior to trenching. Hand-dig in locations of known utilities. Damage caused to utilities by the Contractor is to be repaired at the Contractor’s expense.

BASIC ELECTRICAL MATERIALS

A. METALLIC CONDUIT

1. Exposed conduit in corrosive and high humidity areas including cold: Rigid aluminum conduit with watertight threaded aluminum fittings.

2. Conduit across concrete expansion joints: appropriate metallic conduit as specified above with watertight threaded fittings and expansion couplings, bonding jumpers and corrosion protection as specified above.

3. Interior concealed conduit, exposed conduit in interior unfinished spaces, and exposed conduit in other interior spaces where approved: electrical metallic tubing (EMT) with steel compression fittings in damp areas and steel set-screw fittings in dry areas.

4. Interior concealed connections for lay-in lighting fixtures in ceiling grids: Galvanized flexible steel conduit not exceeding six-foot lengths with approved grounding bushings.

5. Flexible connections damp areas, kitchens, exterior areas, to transformers, motors and other vibrating equipment, and connections across seismic or expansion joints: Liquid-tight flexible galvanized steel conduit not exceeding six-foot lengths with approved grounding bushings.

6. Provide plastic conduit bushings except where metallic grounding bushings are required.

7. Conduit bodies shall be OZ Gedney type EW or equivalent, unless otherwise noted.

B. NON-METALLIC CONDUIT

1. Underground, underslab, in slab, and in concrete and CMU walls: Schedule 40 PVC with cemented fittings. Conduit shall be listed for direct burial and use with 90-degree Celsius wiring. Restrictions: see metallic conduit requirements above for risers and conduit less than 18” below grade.

2. Provide non-metallic underground conduit for utility cables that comply with the requirements of the respective utility.

3. Provide materials as manufactured by Carlon or equivalent.

C. JUNCTION AND OUTLET BOXES

1. Provide galvanized steel boxes with tapped ears approved for the purpose and location of each installation. Boxes shall be flush-mounted unless they are located in unfinished areas. Where boxes are approved by the Architect and Engineer to be surface-mounted in finished areas, provide surface-mounted boxes as specified in this or other Sections.

2. Surface-mounted junction and outlet boxes in process, damp or wet locations shall be Crouse-Hinds cast aluminum type FS or FD with proper quantity and size hubs, device plates, covers, adapters and accessories.

3. Metallic boxes shall be Code-sized at not less than 4” square by 2-1/8” deep. Provide proper galvanized trim rings for flush boxes and flat steel cover plates for surface boxes, color to match neighboring cover plates. The trim ring shall provide a minimum ¼” clearance between any device and the back of the box. All boxes shall have connectors with integral insulated throats.

4. Boxes shall be rigidly supported with prefabricated brackets and/or blocking.

5. Provide materials as manufactured by Raco or equivalent, unless otherwise noted.

D. FLOORBOXES

1. Concrete floors: Thomas & Betts/Steel City: #663-SC two gang multi-service concealed floor box for power, communications and data with no exposed service fitting. Provide a completely flush installation with no raised beveled coverplate.

2. Multi-service cast-iron box with closed cover when in use, wood floors and carpet only: Walker #RFB4-C1 with #RAKMII carpet trim plate receptacle and telcom brackets as required.

3. All receptacles in floor boxes shall include ground-fault interrupters (GFI) unless otherwise noted.

E. CONCRETE UNDERGROUND PULLBOXES

1. Provide Christy, Brooks or Quikset precast concrete underground pullboxes for power and signal systems in sizes and quantities as shown on the Drawings and as required by Code.

2. In areas not subject to vehicular traffic, provide Christy N-series boxes with extensions as required and concrete lids.

3. In areas subject to vehicular traffic, provide Christy B-series boxes with extensions as required and bolt-down galvanized steel checkered lids.

4. Lids shall be properly labeled with the following acceptable captions for the separate systems: “POWER” or “ELECTRICAL”, “TELCOM” or “SIGNAL” or

“COMMUNICATIONS”, or as specially noted on the Drawings.

5. Provide precast utility pullboxes and vaults for utility systems that comply with the requirements of the respective utility.

F. ABOVE-GRADE PULLBOXES AND TERMINAL CABINETS

1. Provide pullboxes and terminal cabinets as shown on the Drawings and where required. Boxes shall be 14 gauge galvanized steel (exterior) or 16 gauge

(interior) and shall have continuous welded seams and stainless steel hardware (hinges, screws, etc.).

2. Pullboxes shall have non-hinged covers attached with machine screws; terminal cabinets shall have hinged pad-lockable covers with stainless-steel hinge pin.

3. Weatherproof boxes shall be fully gasketed. Penetrations into weatherproof boxes shall be made with interchangeable hubs, gaskets and adapter nuts.

G. 600 VOLT CONDUCTORS, SPLICES AND CONNECTORS

1. Conductors shall be copper with THHN/THWN insulation. #10 AWG conductors and smaller shall have color-coded insulation and shall be stranded with compression spade connectors at all device terminations, or may be solid without compression connectors. Conductors #8 AWG and larger shall be stranded. Provide materials as manufactured by General Wire and Cable or equivalent.

2. Prefabricated wiring and raceway assemblies, including types AC (armored cable), MC (metal-clad cable), are permitted in framed areas where the wiring can be concealed in walls and ceilings. Type AC and MC are not permitted for feeders and exterior circuits. NM (non-metallic sheathed “Romex”), is not permitted in this project.

3. Branch-circuit conductor connectors for #10 AWG and smaller: 3M Scotchlok connectors or equivalent.

4. Conductor connectors for #8 AWG and larger: T & B Lock-Tite connectors or equivalent.

5. Feeder splices above-grade in dry locations: Lug connectors with half-lapped Scotch #23 rubber tape covered with an equal number of turns of half-lapped

Scotch #50 PVC tape, or equivalent.

H. WIRING DEVICES

1. Provide wiring devices that are Specification Grade or better as specified below, colors shall be white unless otherwise directed by the Architect.

2. Light switches, 20A 120V/277V, paddle type, back and side wired.

3. 125V 2P 3W convenience receptacles; 15A for multi-outlet branch-circuits, 20A for dedicated 20 amp branch circuits, nylon face, back and side wired, heavy duty specification grade at front of house spaces, and heavy duty at ‘back of house’ locations including equipment rooms, janitor closets, storage rooms and other unfinished spaces.

4. 125V 2P 3W GFCI receptacles, 15 amp for multi-outlet branch-circuits, 20A for dedicated 20 amp branch circuits, nylon face, back and side wired, specification grade.

5. 125V 2P 3W controlled duplex receptacles, 15 amp for multi-outlet branch-circuits, 20A for dedicated 20 amp branch circuits, with permanent marking that identifies the receptacle(s) that are controlled.

6. Cover plates: color to match the respective device. Single and multigang plates

7. Decora, screwless, snap-on cover plates for front of house areas, including public spaces, and offices

A. DISCONNECT SWITCHES

1. Electric loads greater than 30amps: Heavy-duty, padlockable, 600-volt or 250-volt and number of poles as required, quick-make, quick-break operating mechanism, dual cover interlock, Lock-out/Tagout ability, as manufactured by Square D Class 3100 or equivalent.

2. Electric loads 30amps or less: Switched disconnects suitable for motor disconnects with 600-volt or 250-volt and number of poles as required, handle interlock preventing cover removal when switch is in the ON position, as manufactured by Square D #MD3304X, Hubbell #HBL78XXX series or equivalent.

B. GROUNDING AND BONDING

1. Ground clamps, fittings and connectors:

2. Non-utility locations: Bronze pressure clamps.

3. Provide grounding and bonding per the OESC. Permanently ground non-current-carrying metallic parts: raceway systems, supports, cabinets, switchboards, panel boards, transformers, lighting fixtures, and metal equipment housings.

4. Provide an insulated equipment grounding conductor sized per Article 250 of the OESC in all branch-circuit runs. Where isolated ground receptacles or connections are shown, install and terminate an isolated ground conductor along with the circuit conductors and equipment ground conductor.

5. Measure the resistance of the grounding electrode system to true ground using approved testing methods. Where the resistance exceeds 25 ohms, install additional properly spaced ground rods until the resistance is measured to be below 25 ohms.

6. Install bond conductors and provide bonding to the following items:

7. All distribution equipment enclosures including switchboards, distribution boards, panel boards, motor control centers and motor control panels

8. Structural steel columns

9. Metallic cold water and fire protection mains and entrances of each system into each building

10. All bonding and grounding connections shall accessible for testing, unless otherwise noted.

PROJECT SPECIFICATIONS ELECTRICAL DISTRIBUTION

A. PANELBOARDS

1. Panelboards shall be minimum 20” wide with 5” gutter space all around, constructed of Code-gauge galvanized steel and shall be flush or surface mounted as shown on the Drawings.

2. Provide factory-installed copper bus bars with amps rating and withstand (AIC) bracing as shown on the Drawings. Bus bars shall be factory-tapped for future devices. Provide separate full-size factory-tapped copper ground and insulated 100% rated neutral buses inside the panelboard enclosure.

B. CIRCUIT BREAKERS

1. Typical feeder and branch circuit breakers shall be molded-case, status-indicating, quick-make, quick-break, bolt-on, with voltage, amperage and

AIC ratings as noted on the Drawings.

2. Unless otherwise noted, all circuit breakers are to be new. Where required by existing conditions, the use of reconditioned circuit breakers is to be reviewed by the Engineer, and provided with report of certification and testing from a recognized testing agency, that verifies the recondition breaker has been tested in accordance with and meets manufacturer trip curve and breaker characteristic requirements.

3. Breaker trip mechanisms below 600 amps shall be thermal-magnetic, except for motor-circuit protector (MCP) breakers, which shall be adjustable magnetic trip.

4. Breakers 600 amps and above shall be electronic trip equal to Square D Micrologic Standard Function with adjustable long, short and instantaneous trip settings.

5. Breakers noted to be 100% rated and/or ground-fault shall be electronic trip equal to Square D Micrologic Full Function with adjustable long, short and instantaneous trip settings.

6. Multiple-pole breakers shall be single-handle type which interrupt all poles upon trip.

7. Provide circuit breaker with red hand and “Fire Alarm Circuit” marking per the requirements of NFPA 72, for each fire alarm system control and extender panel circuit disconnecting means.

8. Provide HACR Heating, Air Conditioning and Refrigeration rated breakers where mechanical equipment is UL-listed with such breakers and fuses are not provided for the equipment.

9. Provide labeled SWD switching duty breakers for night-light circuits and other circuits to be used as switching devices.

10. Provide GFCI breakers with “push-to-test” buttons for wet location circuits without integral GFCI protection or where shown on the Drawings.

C. FUSES

1. Provide fuses at motor and equipment disconnect switches where required and at control circuits.

2. Fuses rated for maximum 600V and 600A or less shall be equivalent to Bussman FRN or FRS dual-element Class RK-1 rejection type.

LIGHTING AND CONTROLS

A. LIGHT FIXTURES

1. All lighting fixtures to be provided in compliance with ASHRAE 90.1 requirements.

2. Furnish light fixtures as specified on construction documents. Substitutions to specified light fixtures shall be submitted for Engineer approval.

B. EXIT SIGNS AND EMERGENCY LIGHTS

1. Exit signs and emergency lights to be provided with integral 90 minute ni-cad battery backup and integral test switch.

2. Locate emergency lights as noted on plans to provide egress lighting coverage for average 1 footcandle.

3. Provide UL924 emergency lighting relays as…