Scio New District Office Construction Drawings.pdf

OWNER:

SCIO SCHOOL DISTRICT

CONTACT: GARY TEMPEL

38875 NW 1ST AVE

SCIO, OR 97374

T 503.394.3271

CIVIL:

CONTACT: BRIAN VANDETTA

UDELL ENGINEERING AND LAND SURVEYING

63 E. ASH ST

LEBANON, OR 97355

T 541 451 5125

ARCHITECTURE:

CONTACT: DAN SALTEE, AIA, NCARB

STAMPING REGISTRANT: ZACH STOKES, PE

ZCS ENGINEERING & ARCHITECTURE

524 MAIN ST.

OREGON CITY, OR 97045

T 503.659.2205

STRUCTURE:

CONTACT: MARK SMITH, PE

STAMPING REGISTRANT:MATT SMITH, PE,SE

ZCS ENGINEERING & ARCHITECTURE

524 MAIN ST.

OREGON CITY, OR 97045

T 503.659.2205

THIS PROJECT CONSISTS OF CONVERTING THE EXISTING SINGLE FAMILY

RESIDENCE TO THE NEW DISTRICT OFFICE FOR SCIO SCHOOL DISTRICT.

INTERIOR RENOVATION INCLUDES CREATING NEW OFFICES, BREAK AREAS, AND

A NEW ACCESSIBLE RESTROOM. THIS WILL INCLUDE EXTENDING THE FLOOR

FRAMING INTO THE EXISTING GARAGE SPACE, INFILLING THE GARAGE DOOR,

AND ADDING A NEW ENTRANCE ON THE SOUTH SIDE OF THE BUILDING

SUBMITTALS TO BE PROVIDED BY GENERAL CONTRACTOR & M.E.P. SUB-

CONTRACTORS TO THE AHJ FOR FINAL APPROVAL OF BUILDING PERMIT.

DESIGN BUILD SCOPE:

*FURTHER MODIFICATION MAY BE REQUIRED. G.C. & SUB-CONTRACTORS TO

VERIFY EXISTING CONDITIONS & PROVIDE CODE REQUIRED MEP DESIGN TO

MODIFIED AREAS OF WORK.

MECHANICAL:

1. MOVING THE EXISTING MECHANICAL UNIT ON THE EXTERIOR OF THE

BUILDING.

2. PROVIDING THE NEW RESTROOM WITH AN EXHAUST FAN

ELECTRICAL:

1. INSTALLATION OF NEW LIGHTING, POWER, DATA, AND SWITCHING

THROUGHOUT THE BUILDING.

2. INSTALLATION OF A NEW ELECTRICAL PANEL.

3. PROVIDING POWER TO THE EXTERIOR HVAC UNIT.

PLUMBING:

1. INSTALLATION OF NEW ACCESSIBLE PLUMBING FIXTURES.

Room name

150 SF

ROOM NUMBER

ROOM AREA

TRUE NORTH

PROJECT NORTH

101 DOOR NUMBER TAG

X WINDOW TAG

A101

1 Ref

R e f

1 Ref

R e f

ELEVATION TAG

VIEW REFERENCE

SHEET REFERENCE

ROOM TAG

A101

SIM

A101

SIM

SECTION TAG

DRAWING REFERENCE

SHEET REFERENCE

A1.00

SIM

DETAIL REFERENCE

DRAWING REFERENCE

SHEET REFERENCE

A1.00

SIM

ENLARGED PLAN

DRAWING REFERENCE

SHEET REFERENCE

REFERENCE AREA

Name Elevation

DETAIL CUT DIRECTION

LEVEL REFERENCE

View Name A1.1

1/4" = 1'-0"

VIEW TITLE

VIEW SCALE

VIEW REFERENCE

ACT

8'-0"

CEILING TAG

CEILING MATERIAL

CEILING HEIGHT

ADDITIONAL NOTES

? KEYNOTE TAG

W1 WALL/ROOF TAG

TR# FLOORING TRANSITION

TAG

CENTERLINE

REVISION CLOUD

AREA OF REVISION

REVISION DELTA TAG

FINISH TAG

WALL FINISH

A101

Ref

R e f

R e f

Ref

PHOTO REFERENCE

VIEW REFERENCE

SHEET REFERENCE

X FINISH TAG

X EQUIPMENT TAG

Remarks

EX#

EX#

ME#

ME#

XX#

XX#

Room name

BASE FINISH

FLOOR FINISH

ADDITIONAL NOTES

NORTH ARROW

Room name

OccType

# occs.

150 sf OLF /sf

# Exit(s)

ROOM OCCUPANCY TAG

ROOM NAME

ROOM NUMBER

OCC. TYPE

OCC. LOAD

REQ'D EXITS

ROOM AREA

# OF OCCS.

A.B. ANCHOR BOLT

ACI AMERICAN CONCRETE

INSTITUTE

A.C.T. ACOUSTICAL CEILING

TILE

A.F.F. ABOVE FINISHED FLOOR

AISC AMERICAN INSTITUTE OF

STEEL CONSTRUCTION

ARCH. ARCHITECT

ASCE AMERICAN SOCIETY OF

CIVIL ENGINEERS

ASTM AMERICAN SOCIETY FOR

TESTING AND MATERIALS

AWS AMERICAN WELDING

SOCIETY

BD. BOARD

BITUM. BITUMINOUS

BOT./B.O. BOTTOM/BOTTOM OF

B.O.D. BASIS OF DESIGN

CER. CERAMIC

C.G. CORNER GUARD

C.I. CONTINUOUS INSULATION

C.J. CONTROL JOINT

CJP COMPLETE JOINT

PENETRATION

CL CENTERLINE

CLR. CLEAR

CMU CONCRETE MASONRY

UNIT

C.O. CASED OPENING

CONC. CONCRETE

CONN. CONNECTION

CONST. CONSTRUCTION

CONT. CONTINUOUS

CORR. CORRIDOR

CPT. CARPET

C.T. CERAMIC TILE

DBA DEFORMED BAR

ANCHOR

D.F. DRINKING FOUNTAIN

DIA., ⌀ DIAMETER

DR. DOOR

D.S. DOWNSPOUT

(E) EXISTING

ELEC. ELECTRICAL

EQ. EQUAL

EXT. EXTERIOR

F.A. FIRE ALARM

F.D. FLOOR DRAIN

FDN. FOUNDATION

F.O.F FACE OF FINISH

F.O.S. FACE OF STUDS

F.S.D. FIRE SEPARATION DISTANCE

FTG. FOOTING

Ga. GAUGE

GALV. GALVANIZED

GL GRID LINE

GLB GLULAM BEAM

G.B. GRAB BAR

GND. GROUND

GSM GALVANIZED SHEET METAL

GYP. GYPSUM

GYP. BD. GYPSUM WALL BOARD

H.B. HOSE BIBB

H.C. HOLLOW CORE

H.M. HOLLOW METAL

HORIZ. HORIZONTAL

HPC HIGH PERFORMANCE

COATING

HSS HOLLOW STRUCTURAL

STEEL

IBC INTERNATIONAL

BUILDING CODE

IN. INCH

INT. INTERIOR

K KIPS

KSF KIPS PER SQUARE FOOT

KSI KIPS PER SQUARE INCH

LAM. LAMINATE

LB. POUND

L.L. LIVE LOAD

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

LOC. LOCATION

LONG. LONGITUDINAL

L.P. LOW POINT

LVF LOW VELOCITY FASTENER

MAX. MAXIMUM

MBMA METAL BUILDING MANUFACTURERS

ASSOCIATION

M.E. MATCH EXISTING

MECH. MECHANICAL

MFR. MANUFACTURER

MIN. MINIMUM

MISC. MISCELLANEOUS

MTD. MOUNTED

MUL. MULLION

(N) NEW

N.I.C. NOT IN CONTRACT

NOM. NOMINAL

N.T.S. NOT TO SCALE

OBS. OBSCURE

o.c. ON CENTER

O.F.C.I. OWNER FURNISHED

CONTRACTOR

INSTALLED

O.F.D. OVERFLOW DRAIN

O.F.O.I. OWNER FURNISHED

OWNER INSTALLED

OH. OPPOSITE HAND

OHD OVERHEAD DOOR

OPP. OPPOSITE

OWJ OPEN WEB JOIST

PAF POWDER ACTUATED FASTENER

P/C PRECAST (CONCRETE)

PCF POUNDS PER CUBIC FOOT

PL PLATE

P.LAM. PLASTIC LAMINATE

PLAS. PLASTER

PLY PLYWOOD

PJP PARTIAL JOINT PENETRATION

PSF POUNDS PER FOOT

PSI POUNDS PER INCH

P/T POST-TENSIONED

P.T. PRESSURE TREATED

R.C.P. REFLECTED CEILING

PLAN

R.D. ROOF DRAIN

REF. REFERENCE

REINF. REINFORCING

REQ'D. REQUIRED

RL. RELOCATE

R.O. ROUGH OPENING

RWD. REDWOOD

REV. REVERSED

S.A.M. SELF-ADHERED MEMBRANE

S.C. SOLID CORE

SCHED. SCHEDULE

SIM. SIMILAR

SLRS SEISMIC LOAD RESISTING SYSTEM

S.O.G. SLAB ON GRADE

SPEC. SPECIFICATION

SQ. SQUARE

S.S. STAINLESS STEEL

SSMA STEEL STUD MANUFACTURERS

ASSOCIATION

STD. STANDARD

STRUCT. STRUCTURAL

S.T.S. SELF TAPPING SCREW\

SYM. SYMMETRICAL

THRU THROUGH

TYP. TYPICAL

T & G TONGUE AND GROOVE

THK. THICK

TJ TRUSS JOIST

TRANS. TRANSVERSE

T.W. TOP OF WALL

U.N.O. UNLESS NOTED OTHERWISE

U.T. ULTRASONIC TESTING

VERT. VERTICAL

V.I.F. VERIFY IN FIELD

w/ WITH w/o WITHOUT

WF WIDE FLANGE

W.P. WORK POINT

1. ALL EXISTING CONDITIONS, DIMENSIONS AND ELEVATIONS SHALL BE

FIELD VERIFIED. THE CONTRACTOR SHALL NOTIFY THE PROJECT

TEAM OF ANY SIGNIFICANT DISCREPANCIES FROM CONDITIONS

SHOWN ON THE DRAWINGS.

2. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL

CONSTRUCTION MEANS AND METHODS. RESPONSIBILITY SHALL

INCLUDE BUT NOT LIMITED TO DEMOLITION AND CONSTRUCTION

MEANS AND METHODS, TECHNIQUES, SEQUENCING, AND SAFETY

REQUIRED TO COMPLETE CONSTRUCTION.

3. BEFORE STARTING A SECTION OF WORK THE CONTRACTOR SHALL

CAREFULLY EXAMINE PREPARATORY WORK THAT HAS BEEN

EXECUTED. ENSURE THAT WORK AND ADJACENT RELATED WORK

WILL FINISH TO PROPER PLANES AND LEVELS.

4. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL

MATERIALS AND WORKMANSHIP IN ACCORDANCE WITH ALL

APPLICABLE FEDERAL, STATE, AND LOCAL CODES.

5. CONTRACTOR IS RESPONSIBLE FOR CHECKING ALL CONTRACT

DOCUMENTS, FIELD CONDITIONS, AND DIMENSIONS FOR ACCURACY

AND CONFIRMING THAT WORK IS BUILDABLE AS SHOWN BEFORE

PROCEEDING WITH THE CONSTRUCTION. IF THERE ARE ANY

QUESTIONS, THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING A

CLARIFICATION FROM THE PROJECT TEAM BEFORE PROCEEDING

WITH THE WORK IN QUESTION OR RELATE WORK.

6. THE CONTRACTOR SHALL NOT SCALE DRAWINGS. WRITTEN

DIMENSIONS SHALL ALWAYS GOVERN. CONTRACTOR REQUIRING

DIMENSIONS NOT NOTED SHALL ALWAYS CONTACT THE PROJECT

TEAM FOR SUCH INFORMATION PRIOR TO PRECEDING WITH WORK

RELATED TO THOSE DIMENSIONS

7. THE CONTRACTOR SHALL PROTECT, PATCH, AND REPAIR TO MATCH

ANY WALLS, FLOORS, CEILINGS, AND/OR OTHER SURFACES WHICH

MAY BE DISTURBED DURING THE INSTALLATION OF MECHANICAL,

ELECTRICAL, PLUMBING OR OTHER OWNER WORK.

8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CUTTING AND

PATCHING REQUIRED FOR PROPER INSTALLATION OF MATERIAL AND

EQUIPMENT. PROVIDE DEMOLITION AND PATCH/REPAIR IN ALL

AREAS (WHETHER SPECIFICALLY SHOWN OR NOT) TO

ACCOMMODATE ALL WORK.

9. IF THE CONTRACTOR ENCOUNTERS A CONDITION NOT COVERED IN

THE CONSTRUCTION DOCUMENTS, THE CONTRACTOR SHALL

NOTIFY AND RESOLVE THE ISSUE WITH THE PROJECT TEAM BEFORE

COMMENCING ANY WORK.

10. ALL PERMITS ASSOCIATED WITH THE PROJECT SHALL BE PAID AND

OBTAINED BY THE CONTRACTOR.

11. DIMENSIONS ARE TO FACE OF FRAMING UNLESS OTHERWISE

NOTED.

12. GENERAL CONTRACTOR SHALL BE SOLELY AND COMPLETELY

RESPONSIBLE FOR JOB CONDITIONS OF THE JOB SITE, INCLUDING

SAFETY OF PERSONS AND PROPERTY AND COMPLIANCE WITH OSHA

SAFETY STANDARDS.

13. WHEN PORTIONS OF THE WORK ARE PERFORMED BY THE

CONTRACTOR ON A DESIGN-BUILD BASIS, THE CONTRACTOR SHALL

BE SOLELY RESPONSIBLE FOR THE DESIGN OF SUCH SYSTEMS AND

FOR THE SECURING OF ALL ASSOCIATED PERMITS. THE

CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION OF

ALL DESIGN BUILD SUB CONTRACTORS .

14. CONTRACTOR SHALL AVOID INTERFERENCE AND CONFLICT WITH

THE BUILDING'S NORMAL OPERATION. CONTRACTOR TO COMPLY

WITH THE BUILDING RULES AND REGULATIONS REGARDING

SCHEDULING AND USE OF ELEVATORS AND LOADING DOCKS FOR

DELIVERY AND HANDLING OF MATERIALS, EQUIPMENT, AND DEBRIS.

15. ALL KEY NOTES INDICATE NEW ITEMS TYPICALLY UNLESS NOTED

OTHERWISE

16. CONTRACTOR SHALL BE RESPONSIBLE FOR ASHREA COMPLIANCE

IN SCHOOL, RETAIL, AND OFFICE SPACES

17. THE CONTRACTOR MUST REVIEW THE ABATEMENT REPORT PRIOR

TO COMMENCING ANY WORK.

PROJECT LOCATION:

38729 NW CHERRY STREET,

SCIO, OREGON 97347

NW 1ST STREET

N W

C H

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ALT. 1 - CONCRETE FLOOR AT THE GARAGE

EXPIRES: 06-30-26

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524 Main Street, Suite 2 Oregon City, OR 97045

503.659.2205

PROJECT NO.

DATE:

DRAWN:

CHECKED:

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DESCRIPTION DATE:

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G0.0

COVER SHEET

P-2857-23

02-21-2025

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SCIO NEW DISTRICT OFFICE CHANGE OF OCCUPANCY

SCIO SCHOOL DISTRICT

38729 NW CHERRY ST, SCIO, OREGON 97347

CONSTRUCTION DOCUMENTS

SCIO NEW

DISTRICT OFFICE

CHANGE OF

OCCUPANCY

SCIO SCHOOL DISTRICT

38729 NW CHERRY ST, SCIO,

OREGON 97347

SHEET INDEXPROJECT TEAMPROJECT NARRATIVEABBREVIATIONSPROJECT NOTES

VICINITY MAP

SYMBOL LEGEND

DESIGN-BUILD NARRATIVE

-GENERAL-

G0.0 COVER SHEET

G1.0 CODE SHEET

G2.0 ACCESSIBILITY STANDARDS - EXISTING

G2.1 ACCESSIBILITY STANDARDS - EXISTING

-ARCHITECTURAL-

A0.0 DOOR / WINDOW / ASSEMBLIES

A0.1 FINISH SCHEDULES

A1.1 FLOOR, FINISH, POWER, & FRAMING PLAN

A2.1 REFLECTED CEILING AND ROOF PLAN

A3.0 EXTERIOR ELEVATIONS / SECTIONS

A4.0 ENLARGED PLANS AND INTERIOR ELEVATIONS

A5.1 EXTERIOR DETAILS

A5.2 INTERIOR DETAILS

-DEMO-

D1.0 DEMO FLOOR PLANS

D2.0 DEMO ELEVATIONS

-STRUCTURAL-

S1.10 FOUNDATION AND ROOF FRAMING PLANS

S2.10 STRUCTURAL DETAILS

S2.11 STRUCTURAL DETAILS

SITE MAP

ALTERNATES

WH

BUILDING DATA:

YEAR BUILT 1980 (ESTIMATED)

CONSTRUCTION TYPE VB

OCCUPANCY (E) R-3

OCCUPANCY PROPOSED B

(E) BUILDING AREA 1,665 SF

ALLOWABLE BUILDING AREA 9,000 SF

(E) NUMBER OF STORIES 1

ALLOWABLE NUMBER OF STORIES 2

(E) BUILDING HEIGHT 14'-6" ±

ALLOWABLE BUILDING HEIGHT 40'-0"

FIRE SPRINKLER NONE

FIRE ALARM NONE

LOT INFORMATION:

38729 NW CHERRY STREET,

SCIO, OREGON 97347

CHAPTER 34, CHANGE OF OCCUPANCY

THE EXISTING OCCUPANCY IS AN R-3. PER TABLE 3410.11.5 AN

OCCUPANCY CHANGE FROM AN R-3 TO B OCCUPANCY HAS NO

CHANGE TO THE RELATIVE HAZARD. THE MEANS OF EGRESS WILL

COMPLY WITH SECTION 3409.5

3409.5.2 MEANS-OF-EGRESS LIGHTING: MEANS OF EGRESS FROM

THE HIGHEST WORK AREA FLOOR TO THE FLOOR OF EXIT

DISCHARGE SHALL BE PROVIDED WITH ARTIFICIAL LIGHTING WITHIN

THE EXIT ENCLOSURE IN ACCORDANCE WITH THE REQUIREMENTS

OF THIS CODE FOR NEW CONSTRUCTION.

3410.11.2.2 FIRE ALARM AND DETECTION SYSTEM: WHERE A

CHANGE OF OCCUPANCY IN A BUILDING OR WITHIN A SPACE

WHERE THERE IS A DIFFERENT FIRE PROTECTION SYSTEM

THRESHOLD REQUIREMENT IN CHAPTER 9 THAT REQUIRES A FIRE

ALARM AND DETECTION SYSTEM TO BE PROVIDED BASED ON THE

NEW OCCUPANCY IN ACCORDANCE WITH CHAPTER 9, SUCH

SYSTEM SHALL BE PROVIDED THROUGHOUT THE AREA WHERE THE

CHANGE OF OCCUPANCY OCCURS. EXISTING ALARM NOTIFICATION

APPLIANCES SHALL BE AUTOMATICALLY ACTIVATED THROUGHOUT

THE BUILDING. WHERE THE BUILDING IS NOT EQUIPPED WITH A FIRE

ALARM SYSTEM, ALARM NOTIFICATION APPLIANCES SHALL ONLY BE

REQUIRED TO BE PROVIDED THROUGHOUT THE AREA WHERE THE

CHANGE OF OCCUPANCY OCCURS IN ACCORDANCE WITH SECTION

907 AS REQUIRED FOR NEW CONSTRUCTION.

PER 907.2.2, GROUP B OCCUPANCY IS ONLY REQUIRED TO

HAVE A FIRE ALARM SYSTEM WHERE THE COMBINED

GROUP B OCCUPANT LOAD OF ALL FLOORS IS 500 OR MORE,

AND THE GROUP B OCCUPANT LOAD IS MORE THAN 100

PERSONS ABOVE OR BELOW THE LOWEST LEVEL OF EXIT

DISCHARGE. THIS IS NOT APPLICABLE TO OUR PROJECT.

APPLICABLE CODES

BUILDING CODE 2022 OSSC

PLUMBING CODE 2023 OPSC

MECHANICAL CODE 2022 OMSC

ELECTRICAL CODE 2023 OESC

ENERGY EFFICIENCY 2021 OEESC

ACCESSIBILITY 2017 ICC A117.1

FIRE CODE 2022 OFC

ENERGY CODE REQUIREMENTS:

CLIMATE ZONE 4 - NON RESIDENTIAL

ROOF: EXISTING

WALL: EXISTING

SLAB ON GRADE: EXISTING, (GARAGE) RAISED FLOOR

DOORS: U-0.370

FENESTRATION:

FIXED: U-0.360 MAX, SHGC 0.360 MAX

OPERABLE: U-0.450 MAX, SHGC 0.330 MAX

LINE INDICATES EGRESS PATH

LINE INDICATES ACCESSIBLE PATH OF

TRAVEL FROM ADA PARKING TO MAIN

ENTRY

DESIGNATED REQUIRED EXIT

NUMBER OF OCCUPANTS PER EXIT

CODE PLAN LEGEND:

TABLE 1006.2.1 MAXIMUM COMMON PATH OF EGRESS TRAVEL DISTANCE:

OCCUPANCY WITHOUT SPRINKLERS DISTANCE PROPOSED EXIT PATH

B 100' 62'-11" PATH 'A'

TABLE 1017.2 EXIT ACCESS TRAVEL DISTANCE

OCCUPANCY WITHOUT SPRINKLERS DISTANCE PROPOSED EXIT PATH

B 200' 62'-11" PATH 'A'

*NO CHANGE (TO BE DETERMINED PER PROJECT)

EXIT

OCCUPANT LOAD:

B OCC (150 GROSS) 12 OCCUPANTS

EXITS REQUIRED 1 EXIT

EXITS PROVIDED 1 EXIT

PER 1013.1 EXIT SIGNAGE IS NOT REQUIRED IN AREA WHERE ONLY 1

EXIT IS REQUIRED

X

THIS PROJECT CONSISTS OF CONVERTING THE EXISTING SINGLE

FAMILY RESIDENCE TO THE NEW DISTRICT OFFICE FOR SCIO

SCHOOL DISTRICT.

LIFE SAFETY NARRATIVE

12 occs.

1665 SF

DISTRICT

OFFICE

B

150/SF

1 Exit(s)

1 2

A

B

214 SF

LARGE OFFICE

153 SF

TRACY'S OFFICE

88 SF

NIKKI OFFICE

90 SF

ANISSA OFFICE

87 SF

4TH OFFICE

168 SF

CHELLE'S OFFICE

151 SF

KIM'S OFFICE

97 SF

BREAK

93 SF

COPY

80 SF

MECH.

62' - 11"

RR

EXIT

ACCESSIBLE PARKING BY

OTHERS, SEE CIVIL PLANS

ACCESSIBLE RAMP BY

OTHERS, SEE CIVIL PLANS

EXPIRES: 06-30-26

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524 Main Street, Suite 2 Oregon City, OR 97045

503.659.2205

PROJECT NO.

DATE:

DRAWN:

CHECKED:

O N

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C H

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F U

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DESCRIPTION DATE:

/2

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G1.0

CODE SHEET

P-2857-23

02-21-2025

JAH

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SCIO NEW

DISTRICT OFFICE

CHANGE OF

OCCUPANCY

SCIO SCHOOL DISTRICT

38729 NW CHERRY ST, SCIO,

OREGON 97347

TOTAL PROVIDED 1* 1* -

TOTAL REQUIRED 1 1 1 1 -

BUSINESS 6 6 1 PER 25 1 PER 25 1 PER 40 1 PER 40 - .24 .24 .15 .15 -

MALE FEMALE MALE FEMALE - MALE FEMALE MALE FEMALE -

MALE FEMALE

W/C LAV DF W/C LAV DFOCC. TYPE

OCC LOAD FIXTURE RATIOS FIXTURE REQUIREMENTS

PLUMBING COUNT PER TABLE 2902.1

G1.0 1/8" = 1'-0"

FLOOR PLAN1

*SEPARATE FACILITIES SHALL NOT BE REQUIRED IN STRUCTURES

OR TENANT SPACES WITH A TOTAL OCCUPANT LOAD, INCLUDING

BOTH EMPLOYEES AND CUSTOMERS, OF 30 OR FEWER. ONE

SINGLE-USER TOILET ROOM SHALL BE PERMITTED.

M

A X

M

IN

12" MAX

1"

1-1/2" MIN. CLR.

STAIR HANDRAIL & EXTENSIONS RAMP HANDRAIL & EXTENSIONS

12" MIN.

CONTINUE TO SLOPE FOR

THE DEPTH OF ONE TREAD

BEYOND THE BOTTOM RISER

NOTES:

1. HANDRAILS SHALL BE PROVIDED ON BOTH SIDES OF STAIRS AND

RAMPS.

2. HANDRAILS SHALL BE CONTINUOUS WITHIN FULL LENGTH OF EACH

STAIR FLIGHT OR RAMP RUN. INSIDE HANDRAILS ON SWITCHBACK OR

DOGLEG STAIRS OR RAMPS SHALL BE CONTINUOUS BETWEEN

FLIGHT FLIGHTS AND RUNS.

3. HANDRAIL HEIGHT SHALL BE MEASURED VERTICALLY ABOVE

NOSINGS, RAMP SURFACES AND WALKING SURFACES.

4. GRIPPING SURFACES SHALL BE CONTINUOUS, WITHOUT

INTERRUPTION BY NEWEL POSTS, OTHER CONSTRUCTION

ELEMENTS, OR OBSTRUCTTIONS.

5. HANDRAIL CROSS SECTIONS:

A. CIRCULAR: 1 1/14" MIN. - 2" MAX.

B. NONCIRCULAR PERIMETER: 4" MIN. - 6 1/4" MAX.

C. NONCIRCULAR CROSS SECTION: 2 1/4" MAX.

6. HANDRAIL EXTENSIONS SHALL RETURN TO A WALL, GUARD, OR

FLOOR, OR SHALL BE CONTINUOUS TO THE HANDRAIL OF AN

ADJACENT RAMP RUN OR AN ADJACENT STAIR FLIGHT.

12" MIN. 12" MIN.

FIXTURES DIM# MOUNTING HEIGHT

B

C

D

E

F

G

I

J

K

L

M

N

O

Q

R

EXTEND 42" MIN FROM THE SIDE WALL

TOILET 16" MIN - 18" MAX TO CENTER FROM SIDE WALL

URINAL (ADA) 17" TO RIM A.F.F

URINAL 24" TO RIM A.F.F.

SINK (ADA) 34" MAX TO THE HIGHER OF THE RIM OR COUNTER SURFACE

MIRROR 40" MAX TO BOTTOM EDGE OF REFLECTING SURFACE

HORIZONTAL GRAB BAR 33" MIN - 36" MAX HEIGHT A.F.F. TO T.O. GRIPPING SURFACE

VERTICAL GRAB BAR 39" MIN - 41" MAX HEIGHT A.F.F.

18" MIN IN LENGTH

SIDE WALL GRAB BAR 12" MAX FROM REAR WALL

42" MIN IN LENGTH

EXTEND 54" MIN FROM REAR WALL

39" MIN - 41" MAX FROM THE REAR WALL TO CENTERLINE OF BAR

TOILET 17" MIN - 19" MAX TO T.O. SEAT A.F.F.

18" MIN. TO OUTLET OF DISPENSOR A.F.F.

1 1/2" MIN. FROM B.O. GRAB BAR

24" MIN - 36" MAX FROM WALL TO OUTLET OF DISPENSOR

42" MAX FROM WALL TO OUTLET OF DISPENSOR

H

D

J K

N O

G H

E

F

D

A

REAR WALL GRAB BAR A 36" MIN IN LENGTH

6" MAX.

B

C

I

M

L

R

Q

P

REAR WALL GRAB BAR

G

VERTICAL GRAB BAR

SIDE WALL GRAB BAR

SIDE WALL GRAB BAR

VERTICAL GRAB BAR

TOILET PAPER AND

SEAT COVER DISPENSER

TOILET PAPER DISPENSER

TOILET PAPER DISPENSER

S

S

48" MAX A.F.F. TO HIGHEST OPERABLE PARTS OR

44" MAX A.F.F. IF OVER AN OBSTRUCTION W/ A DEPTH OF >20"

ACCESSORY DISPENSERS

P

P

WATER CLOSET CLEARANCE SIZE - SECTION 604.3

AMBULATORY ACCESSIBLE TOILET COMPARTMENT - SECTION 604.10

LAVATORY CLEAR FLOOR SPACE LAVATORY KNEE AND TOE CLEARANCE

M

IN

8" MIN

CLEARANCE

11" MIN KNEE

CLEARANCE

6" MAX TOE

M

IN

M

IN

59" MIN. FLOOR MOUNT

56" MIN. WALL HUNG

NOTE:

THE REQUIRED CLEARANCE AROUND THE

WATER CLOSET SHALL BE PERMITTED TO

OVERLAP THE WATER CLOSET,

ASSOCIATED GRAB BARS, PAPER

DISPENSERS, SANITARY NAPKIN

RECEPTACLES, COAT HOOKS, SHELVES,

ACCESSIBLE ROUTES, CLEAR FLOOR

SPACE AT OTHER FIXTURES AND THE

TURNING SPACE. NO OTHER FIXTURES OR

OBSTRUCTIONS SHALL BE WITHIN THE

REQUIRED WATER CLOSET CLEARANCE

M

IN

48" MIN.

TYPICAL MOUNTING REQUIREMENTS

60" MIN.

DOOR SHALL NOT SWING INTO

THE REQUIRED MINIMUM AREA

OF THE COMPARTMENT

M

IN

4" MAX.

56" MIN.

OR

M A

X

F L O

O R

M O

U N

T E

D

M

IN

W A

L L

H U

N G

M

IN

O R

O R

WHEELCHAIR ACCESSIBLE TOILET COMPARTMENT & DOOR OPENING LOCATION - SECTION 604.9

37" MAX.

35" MIN.

17" MIN. - 19" MAX.

M

IN

M

IN

56" MIN. WALL HUNG (ADULT)

59" MIN. FLOOR MOUNTED (ADULT)

59" MIN. WALL & FLOOR MOUNT (CHILDREN)

T

TBABY CHANGING TABLE 28" MIN - 34" MAX HEIGHT A.F.F.

TOILET PAPER AND

SANITARY NAPKIN

DISPENSER

NOTE:

LETTERS AND NUMBERS ON SIGNS SHALL BE

RAISED 1/32" MIN. AND SHALL BE SANS-SERIF

UPPERCASE CHARACTERS ACCOMPANIED BY

CONTRACTED GRADE 2 BRAILLE WITH A

CONTRASTING BACKGROUND.

PICTOGRAMS SHALL HAVE A

NONGLARE FINISH AND

SHALL CONTRAST WITH

THEIR FIELDS

RESTROOM SIGN LOCATION

GENERAL SIGNAGE REQUIREMENTS

WOMENHEIGHT OF

CHARACTERS SHALL BE

5/8" MIN. TO 2" MAX.

BRAILLE SHALL BE

CONTRACTED GRADE II

SIGN SHALL BE PROVIDED

ON LATCH SIDE OF DOOR

RAISED CHARACTERS SHALL

BE 48" MIN. A.F.F. MEASURED

TO BASELINE OF LOWEST

RAISED CHARACTER AND 60"

MAX. A.F.F. TO THE HIGHEST

RAISED CHARACTER

M

IN

F

IE

L

D

STAIR TREADS AND RISERS - SECTION 504

M A

X

M

IN

11" MIN.

TREADS AND RISERS

STAIR NOSINGS - VERTICAL RISER

CURVE OR BEVEL AT LEADING EDGE

1/2" MAX. ROUNDED 1/2" MAX. BEVEL

.0

1 1/2" MAX.

CURVED

CURVED NOSING

BEVELED NOSING

1 1/2" MAX.

BEVELED

30° MAX.

ANGLED RISER

NOTES:

1. ALL STEPS ON A FLIGHT OF STAIRS SHALL HAVE A

UNIFORM RISER HEIGHT AND UNIFORM TREAD DEPTH.

2. OPEN RISERS SHALL NOT BE PERMITTED.

3. NOSINGS WITHIN A STAIRWAY SHALL BE UNIFORM.

4. NOSINGS THAT PROJECT BEYOND RISERS SHALL HAVE

THE UNDERSIDE OF THE LEADING EDGE CURVED OR

BEVELED.

5. VISUAL CONTRAST SHALL COMPLY WITH EITHER A OR B:

A. THE LEADING 1" - 2" OF EVERY TREAD AND

LANDING, MEASURED HORIZONTALLY FROM THE

LEADING EDGE OF THE NOSING, SHALL CONSIST

OF A SOLID COLOR HAVING VISUAL CONTRAST

OF DARK-ON-LIGHT OR LIGHT-ON-DARK FROM

THE REMAINDER OF THE TREAD. THE

CONTRASTING MARKING SHALL BE DURABLE

AND SHALL EXTEND FROM ONE SIDE OF EACH

TREAD TO THE OTHER SIDE OF EACH TREAD.

B. DURABLE DISTINCTIVE WARNING MARKINGS

REQUIRED BY THE ADOPTED BUILDING CODE OR

ANSI SAFETY SANDARD.

HANDRAILS - SECTION 505

HANDRAIL CLEARANCE

52" MIN.

M

IN

C H

IL

D

R E

N

A D

U L T

M

A X

M

A X

S T

A N

D

IN

G U

S E

C

H

IL

D R

E N

M

IN

M

A X

M

IN

M

A X

S T

A N

D

IN

G U

E

A

D U

L T

DRINKING FOUNTAINS - SECTION 602

CLEAR FLOOR SPACE

& SPOUT LOCATION

WHEELCHAIR DRINKING FOUNTAIN

SPOUT HEIGHT & LOCATION

5" MAX.

ADULT

15" MIN.

STANDING USE DRINKING FOUNTAIN

SPOUT HEIGHT & LOCATION

NOTE:

WHERE BOTTLE FILLING STATIONS ARE

PART OF THE DRINKING FOUNTAIN FOR

PERSONS WHO ARE STANDING, THE

BOTTLE FILLING STATION IS NOT REQUIRED

TO COMPLY WITH THIS SECTION PROVIDED

A BOTTLE FILLING STATION IS LOCATED AT

THE DRINKING FOUNTAIN FOR PERSONS

USING WHEELCHAIRS.

DOOR SWINGING IN ON

FRONT WALL OF PARTITION

DOOR SWINGING IN ON

SIDE WALL OF PARTITION

8"

" 1

M

IN

PARTITION

8"

TOE CLEARANCE - PLAN TOE CLEARANCE - ELEVATION

DOOR SWING INTO THE WHEELCHAIR

TOILET COMPARTMENT

URINALS - SECTION 605

13 1/2" MIN.

M A

X

13 1/2" MIN.

WALL HUNG TYPE STALL TYPE

LAVATORIES - SECTION 606

Back wall

Seat wall

Control wall

TRANSFER-TYPE COMPARTMENT CLEARANCES (EXISTING BUILDINGS) - SECTION 608

48" MIN.

M

IN

M

IN

36" MIN.

SIGNAGE, IDENTIFICATION & INTERNATIONAL SYMBOLS OF ACCESSIBILITY - SECTION 703

EXIT

EXIT

FIRE APPLIANCESEXIT SIGNS, LIGHT SWITCHES & OUTLETS

MISCELLANEOUS MOUNTING HEIGHTS

FIRE EXTINGUISHER

OR FIRE HOSE CAB

FIRE ALARM

PULL

ALARM

STROBE

CLOCK

TACK, CHALK, OR

DRY MARKER

BOARD

HOSE

BIBB

SHELF

AND ROD

COAT

HOOKS

CLOSET

ROD

LOW LEVEL

EXIT SIGN

WHERE

REQUIRED

SURFACE-

MOUNTED

ILLUMINATED

EXIT SIGN

3"

9"

M

A X

M

IN

LIGHT

SWITCH

M

A X

M

IN

OUTLET

M

A X

M

IN

WITHIN 5 FT OF EACH

EXIT DOORWAY ON

EACH FLOOR

M

IN

M

A X

M

A X

M

IN

M

A X

M

A X

M

A X

M

IN

V A

R

IE

M

A X

IC

C

A

.1

E

X

IS

T

IN

G B

U

IL

D

IN

G

5' - 1"

EXPIRES: 06-30-26

R

D

EG

IS

TE

RE

P

L

ROFESS IONA

81129PE

OREGON

E

RNG

I NE E

Z

S

A . S

J

7 , 2

Y

A C

H

AR

S

TO

K Ee un 2

524 Main Street, Suite 2 Oregon City, OR 97045

503.659.2205

PROJECT NO.

DATE:

DRAWN:

CHECKED:

O N

E I N

C H

E Q

U A

L S

F U

L L

S C

A L E

DESCRIPTION DATE:

/2

/2

:2 :3

P

M A u to d e s k D o c s /P

.S c io

D is tr ic t O ff ic e /P

A R

C H

R

.r v t

G2.0

ACCESSIBILITY

STANDARDS -

EXISTING

P-2857-23

02-21-2025

JAH

DDS

C O

N S

T R

U C

T

IO

N D

O C

U M

E N

T S

SCIO NEW

DISTRICT OFFICE

CHANGE OF

OCCUPANCY

SCIO SCHOOL DISTRICT

38729 NW CHERRY ST, SCIO,

OREGON 97347

(C)

M

IN

WIDTH

DOOR

UNOBSTRUCTED SIDE REACH OBSTRUCTED HIGH SIDE REACH

10" MAX.

M

IN

M

A X

10" MAX.

M

A X

>10" - 24" MAX.

M

A X

M

A X

CIRCULAR T-SHAPED OPTION

TURNING SPACE (EXISTING BUILDINGS) - SECTION 304

60" MIN.

OVERLAP OF KNEE AND TOE

M

IN

M

A X

M

A X

20" MAX. >20" - 25" MAX.

M

A X

UNOBSTRUCTED FWD REACH OBSTRUCTED HIGH FORWARD REACH

60" MIN.

M

IN

M

IN

M

IN

MIN.

12"

36" MIN.

MIN.

12" OVERLAP OF KNEE AND TOE

ARM

PULL SIDE PUSH SIDE

PUSH SIDE - DOOR PROVIDED

WITH BOTH CLOSER AND LATCH

M

IN

18" MIN.

M

IN

X

X

M

IN

12" MIN.

MANEUVERING CLEARANCES AT RECESSED DOORS (EXISTING BUILDINGS) - SECTION 404.2.3.5

FRONT APPROACHPOCKET OR HINGE APPROACHSTOP OR LATCH APPROACH

M

IN

M

IN

22" MIN.

M

IN

24" MIN.

MANEUVERING CLEARANCE AT SLIDING AND FOLDING DOORS (EXISTING BUILDINGS) - SECTION 404.2.3.3

FRONT APPROACH, PUSH SIDEHINGE APPROACH, PULL SIDE

HINGE APPROACH, PULL SIDEHINGE APPROACH, PUSH SIDELATCH APPROACH, PULL SIDE

(A) (B)

FRONT APPROACH, PULL SIDE

TWO DOORS OR GATES IN A SERIES (EXISTING BUILDINGS) - SECTION 404.2.5

MANEUVERING CLEARANCE AT SWINGING DOORS (EXISTING BUILDINGS) - SECTION 404.2.3

WIDTH

DOOR

M

IN

M

IN

18" MIN.

M

IN

*12" MIN.

*IF BOTH CLOSER

AND LATCH ARE

PROVIDED

36" MIN.

M

IN

M

IN

42" MIN.*4

M

IN

22" MIN.

*48" MIN. IF BOTH

CLOSER AND LATCH

ARE PROVIDED

*4

M

IN

24" MIN.

*54" MIN. IF CLOSER

IS PROVIDED

*4

M

IN

24" MIN.

*48" MIN. IF CLOSER

IS PROVIDED

60" MIN. 48" MIN.

WIDTH

DOOR

LATCH APPROACH, PUSH SIDE

FLOOR SURFACES - SECTION 302

NOTE:

CARPET OR CARPET TILE SHALL HAVE A LOOP,

TEXTURED LOOP, LEVEL CUT PILE, OR LEVEL

CUT/UNCUT PILE TEXTURE. THE PILE SHALL BE 1/2" MAX.

IN HEIGHT. EXPOSED EDGES OF CARPET SHALL BE

FASTENED TO THE FLOOR AND SHALL HAVE TRIM

ALONG THE ENTIRE LENGTH OF THE EXPOSED EDGE.

1/2" MAX.

OPENINGS IN FLOOR SURFACES - SECTION 302.3

1/2" MAX.

LONG DIMENSION

PERPENDICULAR

TO DIRECTION

OF TRAVEL

PREDOMINANT

DIRECTION OF TRAVEL

CHANGES IN LEVEL - SECTION 303

/4

M

A X

VERTICAL CHANGE IN LEVEL BEVELED CHANGE IN LEVEL (A)

/4

/2

M

A X

BEVELED CHANGE IN LEVEL (B)

/2

M

A X

NOTE:

CHANGES IN LEVEL GREATER THAN 1/2" IN HEIGHT

SHALL BE BY RAMP COMPLYING WITH SECTION 405 OR

BY A CURB RAMP COMPLYING WITH SECTION 406

PARALLEL

POSITION OF CLEAR FLOOR SPACE (EXISTING BUILDINGS) - SECTION 305.5

M

IN

48" MIN.

FORWARD

M

IN

30" MIN.

FORWARD APPROACHPARALLEL APPROACH

MANEUVERING CLEARANCE IN AN ALCOVE - SECTION 305.7

60" MIN.

X

36" MIN.

X

KNEE AND TOE CLEARANCE - SECTION 306

8" MIN.

M

IN

M

IN

11" MIN.

M

IN

25" MAX.

M

IN

25" MAX.

17" MIN.

6" MAX.

TOE CLEARANCE - ELEVATION

TOE CLEARANCE - PLAN

KNEE CLEARANCE - ELEVATION

KNEE CLEARANCE - PLAN

x

4" MAX.

X

4" MAX. 4" MAX.

POST

SIGN

M

A X

X > 12"

4" MAX. 4" MAX.

X < 12"

X > 12"

UNLIMITED

POST MOUNTED PROTRUDING OBJECTSLIMITS OF PROTRUDING OBJECTS

PROTRUDING OBJECTS - SECTION 307

NOTE:

ROTRUDING OBJECTS SHALL NOT REDUCE THE

CLEAR WIDTH REQUIRED FOR ACCESSIBLE ROUTES

REDUCED VERTICAL CLEARANCE

M

A X

X

24" MAX. 48" MIN. 24" MAX.

M

IN

M

IN

M

IN

M

IN

CLEAR WIDTH OF AN INTERIOR ACCESSIBLE ROUTE (EXISTING BUILDINGS) - SECTION 403.5

CLEAR WIDTH OF AN ACCESSIBLE ROUTE - INTERIOR

CLEAR WIDTH OF AN ACCESSIBLE ROUTE - EXTERIOR

24" MAX. 48" MIN. 24" MAX.

M

IN

M

IN

M

IN

M

IN

42" MIN.

X < 48"

42" MIN.

M

IN

36" MIN.

X < 48"

36" MIN.

CLEAR WIDTH AT 180-DEGREE TURN

OPTION 2

CLEAR WIDTH AT 180-DEGREE TURN

OPTION 1

M

IN

38" MIN.

60" MIN.

M

IN

M

IN

PASSING SPACE - 60"x60" OPTION

M

IN

PASSING SPACE - T-TURN OPTION

M

IN

M

IN

48" MIN. 36" MIN. 48" MIN.

T-TURN COMPLYING

WITH SECTION 304

CLEAR WIDTH AT 90-DEGREE TURN

REACH RANGES - SECTION 308

SLIDING DOOR

HINGED DOOR

32" MIN.

32" MIN.

CLEAR WIDTH OF DOORWAYS - SECTION 404.2

32" MIN.

FOLDING DOOR DOORWAYS WITHIN DOORS

36" MIN.

60" MIN. 60" MIN.

LANDING RAMP RUN LANDING

AT LEAST AS WIDE

AS RAMP RUN

60" MIN.

LANDING

M

IN

RAMP

RUN

RAMP

RUN

RAMPS - SECTION 405 RAMP EDGE PROTECTION - SECTION 405.9

RAMP

LANDING

10"

/2

M

A X

OR

10"

/2

M

A X

EDGE PROTECTION - LIMITED DROP-OFF EXCEPTION

12" MIN. 12" MIN.

EXTENDED FLOOR SURFACE

CURB

M

IN

C

U R

B

BARRIER

BARRIER PREVENTS PASSAGE

OF 4" SPHERE WITH ANY

PORTION WITHIN 4" OF FLOOR

NOTE:

1. RAMPS SHALL HAVE A RUNNING SLOPE

GREATER THAN 1:20 AND NOT STEEPER

THAN 1:12.

2. CROSS SLOPE OF RAMP RUNS SHALL

NOT BE STEEPER THAN 1:48.

3. HANDRAILS AND HANDRAIL SUPPORTS

THAT ARE PROVIDED ON THE RAMP RUN

SHALL NOT PROJECT INTO THE

REQUIRED CLEAR WIDTH OF THE RAMP

RUN.

4. THE RISE FOR ANY RAMP RUN SHALL BE

30" MAX.

5. RAMPS SHALL HAVE LANDINGS AT THE

BOTTOM AND TOP OF EACH RAMP RUN

6. LANDINGS SHALL HAVE A SLOPE NOT

STEEPER THAN 1:48.

7. CLEAR WIDTH OF LANDINGS SHALL BE AT

LEAST AS WIDE AS THE WIDEST RAMP

RUN LEADING TO THE LANDING.

8. RAMP RUNS WITH A RISE GREATER THAN

6" SHALL HAVE HANDRAILS.

NOTE:

EDGE PROTECTION SHALL BE PROVIDED ON

EACH SIDE OF RAMP RUNS AND AT EACH SIDE

OF RAMP LANDINGS

M

A X

B A

S E

M

IN

IC

C

A

.1

E

X

IS

T

IN

G B

U

IL

D

IN

G

R

D

EG

IS

TE

RE

P

L

ROFESS IONA

81129PE

OREGON

E

RNG

I NE E

Z

S

A . S

J

7 , 2

Y

A C

H

AR

S

TO

K Ee un 2

524 Main Street, Suite 2 Oregon City, OR 97045

503.659.2205

PROJECT NO.

DATE:

DRAWN:

CHECKED:

O N

E I N

C H

E Q

U A

L S

F U

L L

S C

A L E

DESCRIPTION DATE:

/2

/2

:2 :3

P

M A u to d e s k D o c s /P

.S c io

D is tr ic t O ff ic e /P

A R

C H

R

.r v t

G2.1

ACCESSIBILITY

STANDARDS -

EXISTING

P-2857-23

02-21-2025

JAH

DDS

C O

N S

T R

U C

T

IO

N D

O C

U M

E N

T S

SCIO NEW

DISTRICT OFFICE

CHANGE OF

OCCUPANCY

SCIO SCHOOL DISTRICT

38729 NW CHERRY ST, SCIO,

OREGON 97347

DSDS

DSDS

A. ALL EXISTING BUILDING COLUMNS, EXTERIOR WALLS AND

STRUCTURAL MEMBERS TO REMAIN, U.N.O.

B. OBTAIN DEMOLITION PERMITS AND INCLUDE ALL COSTS OF

SAME IN CONTRACT PRICE.

C. CONTRACTOR SHALL KEEP CONSTRUCTION AREA FREE

OF DUST AND DEBRIS FOR THE DURATION OF

CONSTRUCTION AND SHALL BE RESPONSIBLE FOR

DISPOSAL OF ALL DEBRIS.

D. FURNISH ALL LABOR AND MATERIALS/EQUIPMENT TO

COMPLETE DEMOLITION AND REMOVAL OF ALL ITEMS AS

INDICATED. PATCH AND REPAIR INTERIOR SPACE AS

REQUIRED UPON COMPLETION OF DEMOLITION. IF ANY

QUESTIONS ARISE AS TO THE REMOVAL OF ANY MATERIAL,

CLARIFY THE POINT IN QUESTION WITH PROJECT TEAM

BEFORE PROCEEDING.

E. IN PARTITIONS TO BE REMOVED, REMOVE AND CAP ALL

OUTLETS, SWITCHES, WIRES, THERMOSTATS, ETC., TO

THEIR SOURCE.

F. WHERE INTERIOR PARTITIONS, COLUMN FURRING,

FIXTURES, CABINETRY, DOORS AND DOOR FRAMES, ARE

SCHEDULED FOR REMOVAL, DISPOSE OF ALL DEBRIS AND

PATCH FLOOR AND WALLS AS REQUIRED. PREPARE

SURFACES FOR NEW FINISHES U.N.O. TYPICAL

THROUGHOUT ENTIRE SPACE.

G. REMOVE ALL ABANDONED ELECTRICAL CONDUIT, CABLING

BACKBOARD AND EQUIPMENT, TYPICAL THROUGHOUT

ENTIRE SPACE. AT COMPLETION OF DEMOLITION WORK,

THE CONSTRUCTION AREA(S) SHALL BE LEFT IN “BROOM

CLEAN” CONDITION. ALL DEBRIS AND MISCELLANEOUS

MATERIAL SHALL BE REMOVED.

H. IN ADDITION TO SPECIFIC DEMOLITION SCOPE IDENTIFIED,

PERFORM MISCELLANEOUS DEMOLITION AS REQUIRED TO

SUPPORT NEW CONSTRUCTION.

I. NO EXISTING SMOKE DETECTOR, FIRE ALARM BOX OR

SIMILAR DEVICE, INCLUDING THE ASSOCIATED WIRING

SHALL BE DAMAGED DURING DEMOLITION AND

SUBSEQUENT CONSTRUCTION.

J. RELOCATION OF SMOKE DETECTORS, AND FIRE ALARM

EQUIPMENT, NECESSITATED BY NEW CONSTRUCTION,

SHALL BE ACCOMPLISHED AS A FIRST PRIORITY, AND PER

THE PLANS. NO ACTIVE SMOKE DETECTOR SHALL BE

PERMANENTLY COVERED OR OTHERWISE REMOVED OR

USED FOR OTHER THAN ITS INTENDED PURPOSE.

REMOVE TEMPORARY COVERS DAILY.

K. REMOVAL OF ANY EQUIPMENT, CABLING SWITCHES, AND

CONDUIT PERTAINING TO DATA/COMMUNICATIONS AND

TELEPHONE SHALL BE VERIFIED WITH OWNER/TENANT

AND PROJECT TEAM.

L. EXISTING ELEMENTS SHOWN ON PLANS IS BASED ON AS-

BUILT DRAWINGS AND NON-DESTRUCTIVE SITE

OBSERVATION. FIELD VERIFY LOCATIONS, QUANTITIES AND

CONFIGURATIONS OF EXISTING ELEMENTS. NOTIFY

PROJECT TEAM IF EXISTING CONDITIONS ARE

MATERIALLY DIFFERENT THAN WHAT IS SHOWN ON FLOOR

PLANS. MARK MATERIAL DIFFERENCES DISCOVERED ON

CONTRACTOR RED-LINED AS BUILTS.

DEMO PLAN GENERAL NOTES

DEMO PLAN LEGEND

(E) WALL TO BE DEMOLISHED

(E) WALL TO REMAIN

ELEMENT TO BE DEMOLISHED

(E) WALL FINISH TO BE DEMOLISHED

(E) CONCRETE PAD TO BE DEMOLISHED

D2.0

D2.0

D2.03

D2.0 4

TYP.

TYP.

2 2

1 2

A

B

ABOVE

ABOVE

1 2

A

B

DS DS

RIDGE

DEMO ROOF GENERAL NOTES

A. NOTIFY ALL APPLICABLE REGULATORY AGENCIES 48

HOURS PRIOR TO BEGINNING WORK

B. THE CONTRACTOR IS RESPONSIBLE FOR THE DESIGN,

INSTALLATION AND MAINTENANCE OF ALL TEMPORARY

ROOF ACCESS SYSTEMS. ALL SYSTEMS MUST COMPLY

WITH OSHA.

C. COORDINATE STAGING AND MATERIALS STORAGE AREA

WITH CLIENT.

D. THE PROPER DISPOSAL OF ALL DEMOLITION MATERIALS

AND DEBRIS WILL BE THE RESPONSIBILITY OF THE

CONTRACTOR. THE CONTRACTOR SHALL MAKE EFFORTS

TO RECYCLE AS MUCH DEMOLITION MATERIALS AS

POSSIBLE.

E. ROOF REPLACEMENT SHALL BE APPROPRIATELY STAGED

IN SEQUENCE TO PREVENT THE INTRUSION OF MOISTURE

INTO ANY PORTION OF THE BUILDING.

F. NO PORTION OF THE ROOF SHALL BE LEFT UNPROTECTED

AGAINST THE ELEMENTS BETWEEN CONTRACTOR SHIFTS.

G. CONTRACTORS SHOW IMMEDIATELY NOTIFY THE PROJECT

TEAM UPON THE DISCOVERY OF ANY WATER INTRUSION

RELATED DAMAGE UNDER THE EXISTING ROOF SYSTEM.

H. EXISTING ELEMENTS SHOWN ON PLANS IS BASED ON AS-

BUILT DRAWINGS AND NON-DESTRUCTIVE SITE

OBSERVATION. FIELD VERIFY LOCATIONS. QUANTITIES AND

CONFIGURATIONS OF EXITING ELEMENTS. NOTIFY

PROJECT TEAM IF EXISTING CONDITIONS ARE MATERIALLY

DIFFERENT THAN WHAT IS SHOWN ON FLOOR PLANS.

MARK MATERIAL DIFFERENCES DISCOVERED ON

CONTRACTOR RED-LINED AS BUILTS.

DEMO ROOF PLAN LEGEND

(E) ROOFING TO REMAIN

(E) ROOFING, SHEATHING. AND FRAMING TO

BE DEMOLISHED

(E) ROOFING TO BE DEMOLISHED DOWN TO

(E) SHEATHING

ELEMENT TO BE DEMOLISHED

(E) DOWN SPOUT

ROOF SLOPE (ALWAYS INDICATES DOWN)

DS

EXPIRES: 06-30-26

R

D

EG

IS

TE

RE

P

L

ROFESS IONA

81129PE

OREGON

E

RNG

I NE E

Z

S

A . S

J

7 , 2

Y

A C

H

AR

S

TO

K Ee un 2

524 Main Street, Suite 2 Oregon City, OR 97045

503.659.2205

PROJECT NO.

DATE:

DRAWN:

CHECKED:

O N

E I N

C H

E Q

U A

L S

F U

L L

S C

A L E

DESCRIPTION DATE:

/2

/2

:2 :3

P

M A u to d e s k D o c s /P

.S c io

D is tr ic t O ff ic e /P

A R

C H

R

.r v t

D1.0

DEMO FLOOR

PLANS

P-2857-23

02-21-2025

JAH

DDS

C O

N S

T R

U C

T

IO

N D

O C

U M

E N

T S

SCIO NEW

DISTRICT OFFICE

CHANGE OF

OCCUPANCY

SCIO SCHOOL DISTRICT

38729 NW CHERRY ST, SCIO,

OREGON 97347

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

DEMO FLOOR PLAN1

KEYNOTES

1 (E) DOOR TO BE DEMOLISHED

2 (E) WINDOW TO BE DEMOLISHED

3 (E) GARAGE DOOR TO BE DEMOLISHED. PREP FOR (N) WALL

4 (E) TOILET TO BE DEMOLISHED

5 (E) SINK AND VANITY TO BE DEMOLISHED

6 (E) STAIRS TO BE DEMOLISHED

7 (E) ELECTRICAL PANEL TO BE DEMOLISHED. CONTRACTOR TO

DESIGN-BUILD SCOPE

8 (E) COLUMN TO BE DEMOLISHED

9 (E) CHIMNEY TO BE DEMOLISHED

10 (E) HVAC UNIT TO BE REMOVED. PREP FOR REINSTALLATION IN

(N) LOCATION

11 (E) CASEWORK TO BE DEMOLISHED

12 (E) SINK TO BE DEMOLISHED

13 (E) OVEN AND OVEN VENT TO BE DEMOLISHED

14 (E) WATER HEATER TO BE REMOVED. PREP FOR RELOCATION

AND REINSTALLATION

15 (E) BEAD BOARD TO BE DEMOLISHED

16 (E) SHOWER/BATH TO BE DEMOLISHED

17 PROTECT PORTION OF (E) GUTTER IN PLACE

18 (E) PORTION OF GUTTER TO BE DEMOLISHED AS REQUIRED

FOR (N) ROOF

19 (E) SOFFIT ABOVE CASEWORK TO BE DEMOLISHED

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

DEMO ROOF PLAN3

GRADE

0' - 0"

F.F.

1' - 6"

TYP.

7 3

TYP.

T.O. ROOF

15' - 2 5/8"

GRADE

0' - 0"

F.F.

1' - 6"

1 2

4 TYP.

2 TYP.

T.O. ROOF

15' - 2 5/8"

GRADE

0' - 0"

F.F.

1' - 6"

AB

4" / 1 '-0" 4" / 1'-0"

T.O. ROOF

15' - 2 5/8"

GRADE

0' - 0"

F.F.

1' - 6"

A B

4 TYP.

4" / 1'-0"4" / 1 '-0"

T.O. ROOF

15' - 2 5/8"

DEMO ELEVATIONS LEGEND

(E) FRAMING TO BE DEMOLISHED FOR (N)

WINDOWS

ELEMENT TO BE DEMOLISHED

EXPIRES: 06-30-26

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503.659.2205

PROJECT NO.

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CHECKED:

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OCCUPANCY

SCIO SCHOOL DISTRICT

38729 NW CHERRY ST, SCIO,

OREGON 97347

KEYNOTES

1 (E) CHIMNEY TO BE DEMOLISHED

2 (E) WINDOW TO BE DEMOLISHED

3 (E) DOOR TO BE DEMOLISHED

4 (E) COLUMN TO BE DEMOLISHED

5 (E) GARAGE DOOR TO BE DEMOLISHED. PREP FOR (N) WALL

6 (E) ROOF TO BE DEMOLISHED

7 (E) ADDRESS NUMBERS TO BE DEMOLISHED

8 (E) HVAC UNIT TO BE REMOVED. PREP FOR REINSTALLATION

IN (N) LOCATION

9 (E) EXTERIOR LIGHT SCONCE TO BE REMOVED. PREP FOR

RELOCATION AND REINSTALLATION

10 (E) PORTION OF GUTTER TO BE DEMOLISHED AS REQUIRED

FOR (N) ROOF

11 (E) ROOFING TO BE DEMOLISHED DOWN TO (E) SHEATHING.

SEE DEMO ROOF PLAN

12 (E) ANGLE BRACES TO BE DEMOLISHED

D2.0 1/8" = 1'-0"

DEMO NORTH ELEVATION1

D2.0 1/8" = 1'-0"

DEMO SOUTH ELEVATION2

D2.0 1/8" = 1'-0"

DEMO EAST ELEVATION3

D2.0 1/8" = 1'-0"

DEMO WEST ELEVATION4

HM WELDED HOLLOW METAL

WD SOLID CORE WOOD

IGU INSULATED GLASS UNIT

T TEMPERED GLASS

ABBREVIATIONS

1. INSULATED DOOR

2. PAINTED DOOR

DOOR NOTES

1. PAINTED FRAME

FRAME NOTES

A. ALL CLOSERS TO COMPLY WITH ANSI

A117.1-2017, SECTION 4.13

B. CONTRACTOR TO VERIFY ALL ROUGH

OPENING SIZES WITH DOOR MANUFACTURER.

C. SEE FLOOR PLANS FOR DOOR SWING

D. PROVIDE SAFETY GLAZING AS INDICATED

E. PROVIDE SHOP DRAWINGS FOR ZCS AND

OWNER REVIEW AND APPROVAL.

DOOR, FRAME & HARDWARE GENERAL NOTES

DOOR, FRAME AND HARDWARE SCHEDULE NOTES

GROUP 1

DOOR: 1

DESCRIPTION: EXT SGL - ENTRY

3 HINGE (HEAVY WEIGHT) T4A3386 (NRP) US32D MK

1 OFFICE/ENTRY LOCK LB 64 8205 LNL US32D SA

1 CYLINDER MEDECO (E) 26 MC

1 CONC OVERHEAD STOP (HVY DUTY) 1-X36 630 RF

1 SURFACE CLOSER - PARALLEL RIDGID ARM PR7500 689 NO

1 KICK PLATE K1050 10" HIGH CSK BEV US32D RO

1 GASKETING 303 AS PE

1 SWEEP 345 APK PE

1 THRESHOLD 171A OR PER SILL DETAIL PE

GROUP 2

DOORS: 11, 12, 13, 5

DESCRIPTION: INT SGL - OFFICE

3 HINGE, FULL MORTISE TA2714 (NRP) US26D MK

1 ENTRY/OFFICE LOCK 64 10XG05 LL US26D SA

1 WALL STOP 403 US26D RO

3 SILENCER 608-RKW RO

GROUP 3

DOORS: 6, 7, 8, 9

DESCRIPTION: INT SGL - MEETING/BREAK/COPY/MECH

3 HINGE, FULL MORTISE TA2714 (NRP) US26D MK

1 PASSAGE LATCH 10XU15 LL US26D SA

1 WALL STOP 406 US26D RO

3 SILENCER 608 - RKW RO

GROUP 4

DOOR: 10

DESCRIPTION: INT SGL - RR

3 HINGE, FULL MORTISE TA2714 (NRP) US26D MK

1 INDICATOR LOCKSET 10XU65 VSLL V30 US26D SA

1 WALL STOP 403 US26D RO

1 SMOKE GASKETING S88BL PE

1 COAT HOOK RM801 US3D RO

MK MCKINNEY

SA SARGENT

MC MEDECO

RF RIXSON

PE PEMKO

NO NORTON

RO ROCKWOOD

MANUFACTURERS SPECIFIED

1. ENTRY FUNCTION LOCKSET

2. OFFICE FUNCTION LOCKSET

3. PRIVACY FUNCTION LOCKSET W/

OCCUPANCY INDICATOR

4. PASSAGE FUNCTION LOCKSET

5. DOOR SEAL GASKETING

6. ACCESSIBLE SADDLE THRESHOLD

HARDWARE NOTES

SINGLE

FLUSH PANEL

SFP

SEE SCHD.

S E

E S

C H

E D

U L E

SINGLE

FULL LITE

SFL

S E

E S

C H

E D

U L E

SEE SCHD.

T

/4

6"6"

SINGLE

HOLLOW METAL

A

2" TYP.

S E

E S

C H

E D

U L E

SEE

SCHD.

WINDOW NOTES:

1. ALL EXTERIOR WINDOWS TO BE INSULATED GLAZING UNITS (IGU'S)

2. ALL WINDOWS ARE TO BE CLEAR GLAZING (BATHROOMS TO BE

OPAQUE).

3. INNER PANE OF GLASS TO BE LOW-E

4. ALL WINDOWS SHALL COMPLY WITH ASTM E 774

5. G.C. TO PROVIDE SAFETY GLAZING AS INDICATED ON PLANS

FIXED

A

3' - 0"

OPERATION

TYPE

CASEMENT

B

3' - 0"

SLIDER

C

2' - 0"

T T

T

T

3' - 0"

FIXED/CASEMENT

D

SEALANT, BOTH SIDES

HOLLOW METAL DOOR FRAME,

PAINTED

DOOR AS SCHEDULED

DOOR SILENCER

GENERAL ASSEMBLY NOTES:

A.

ASSEMBLY KEYNOTES:

1.

# FLOOR/CEILING ASSEMBLIES SCALE: 1" = 1'-0"#

INDICATES ASSEMBLY TYPE

INDICATES ASSEMBLY KEYNOTE

F1 | NON-RATED |

FLOOR FINISH, SEE FINISH PLAN

PLYWOOD SHEATHING, SEE STRUC.

WOOD JOIST, SEE STRUCT.

R-30 INSULATION, MIN. PACK CAVITY

FULL OF MINERAL WOOL INSULATION

ALT 1 - FLOOR | NON-RATED |

FLOOR FINISH, SEE FINISH PLAN

CONCRETE SLAB - SEE STRUC.

AGGREGATE - SEE STRUCT.

(E) CONCRETE SLAB

GENERAL ASSEMBLY NOTES:

A.

ASSEMBLY KEYNOTES:

1.

# ROOF/CEILING ASSEMBLIES SCALE: 1" = 1'-0"#

INDICATES ASSEMBLY TYPE

INDICATES ASSEMBLY KEYNOTE

R1 | NON-RATED |

ASPHALT SHINGLES TO MATCH (E)

WEATHER BARRIER

SHEATHING, SEE STRUCT.

WOOD FRAMING, SEE STRUCT.

SOFFIT TO MATCH (E) GENERAL ASSEMBLY NOTES:

A. PROVIDE BLOCKING AS REQUIRED TO SECURE WALL HUNG COMPONENTS.

B. EXTEND ALL COMPONENTS TO UNDERSIDE OF DECK, U.N.O.

C. PROVIDE "MOISTURE RESISTANT GYPSUM" IN ALL WET LOCATIONS

ADJACENT TO PLUMBING FIXTURES

D. PROVIDE FIBER CEMENT BOARD AT ALL SURFACES TO RECEIVE TILE FINISH

ASSEMBLY KEYNOTES:

1. SOUND BATT INSULATION REQUIRED AT ALL OFFICES, CONFERENCE ROOM,

AND RESTROOM.

# WALL ASSEMBLIES SCALE: 1" = 1'-0"#

INDICATES ASSEMBLY TYPE

INDICATES ASSEMBLY KEYNOTE

W1 | EXTERIOR WALL | NON-RATED |

W2 | INTERIOR WALL | NON-RATED |

-EXTERIOR-

EXTERIOR FINISH PER ELEVATION

WEATHER BARRIER

PLYWOOD SHEATHING, SEE STRUCT.

(N) 2X WOOD STUD @ 16" O.C. PER STRUCT

(N) R-21 BATT INSULATION

5/8" GYP. BD., FINISH PER PLAN

-INTERIOR-

5/8" GYP. BD., FINISH PER PLAN

2X4 WOOD STUD @ 16" O.C.

SOUND BATT INSULATION

5/8" GYP. BD., FINISH PER PLAN

W3 | PLUMBING INTERIOR WALL | NON-RATED |

5/8" GYP. BD., FINISH PER PLAN

2X6 WOOD STUD @ 16" O.C.

SOUND BATT INSULATION

5/8" GYP. BD., FINISH PER PLAN

EXPIRES: 06-30-26

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524 Main Street, Suite 2 Oregon City, OR 97045

503.659.2205

PROJECT NO.

DATE:

DRAWN:

CHECKED:

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C H

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DOOR / WINDOW /

ASSEMBLIES

P-2857-23

02-21-2025

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CHANGE OF

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SCIO SCHOOL DISTRICT

38729 NW CHERRY ST, SCIO,

OREGON 97347

DOOR, FRAME AND HARDWARE SCHEDULE

DOOR

NUMBER

ROOM

NUMBER

ROOM NAME

DOOR FRAME HARDWARE

SIZE

MTL TYPE GLAZE NOTES MTL TYPE NOTES GROUP NOTES

W H T

1 1 ENTRY 4' - 0" 6' - 8" 0' - 1 3/4" HM SFL 1" IGU - T 1,2 HM A 1 1 1,5,6

5 5 TRACY'S OFFICE 3' - 0" 7' - 0" 0' - 1 3/4" WD SFL 1/4" - T 2 HM A 1 2 2

6 6 LARGE OFFICE 3' - 0" 7' - 0" 0' - 1 3/4" WD SFL 1/4" - T 2 HM A 1 3 4

7 7 MECH. 3' - 0" 7' - 0" 0' - 1 3/4" WD SFL 1/4" - T 2 HM A 1 3 4

9 9 BREAK 3' - 0" 7' - 0" 0' - 1 3/4" HM SFP - 1,2 HM A 1 3 1,5

10 10 RR 3' - 0" 7' - 0" 0' - 1 3/4" WD SFP - 2 HM A 1 4 3,5

11 11 KIM'S OFFICE 3' - 0" 7' - 0" 0' - 1 3/4" WD SFL 1/4" - T 2 HM A 1 2 2

12 12 CHELLE'S OFFICE 3' - 0" 7' - 0" 0' - 1 3/4" WD SFL 1/4" - T 2 HM A 1 2 2

13 13 4TH OFFICE 3' - 0" 7' - 0" 0' - 1 3/4" WD SFL 1/4" - T 2 HM A 1 2 2

1/4" = 1'-0"

DOOR - TYPES

1/4" = 1'-0"

FRAME - TYPES

WINDOW SCHEDULE

Window Tag Room Size (W x H) Sill Height Description Comments

A TRACY'S OFFICE 36" x 48" FIXED 3' - 0" WOOD INTERIOR

A 4TH OFFICE 36" x 48" FIXED 3' - 0" WOOD INTERIOR

A LARGE OFFICE 36" x 48" FIXED 3' - 0" WOOD INTERIOR

B NIKKI OFFICE 36" x 48" CASEMENT 3' - 0" VINYL

B ANISSA OFFICE 36" x 48" CASEMENT 3' - 0" VINYL

B 4TH OFFICE 36" x 48" CASEMENT 3' - 0" VINYL

B CHELLE'S OFFICE 36" x 48" CASEMENT 3' - 0" VINYL

B LARGE OFFICE 36" x 48" CASEMENT 3' - 0" VINYL

C RR 24" x 24" SLIDER 5' - 0" VINYL FROSTED

D KIM'S OFFICE 36" x 72" CASEMENT 1' - 0" VINYL

1/4" = 1'-0"

WINDOW - TYPES

A0.0 3" = 1'-0"

INT. DOOR JAMB - HEAD SIM.1

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524 Main Street, Suite 2 Oregon City, OR 97045

503.659.2205

PROJECT NO.

DATE:

DRAWN:

CHECKED:

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FINISH

SCHEDULES

P-2857-23

02-21-2025

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CHANGE OF

OCCUPANCY

SCIO SCHOOL DISTRICT

38729 NW CHERRY ST, SCIO,

OREGON 97347

PT2 PAINT SHERWIN WILLAMS PER OWNER PER OWNER -

PT1 PAINT SHERWIN WILLAMS PER OWNER PER OWNER -

FINISH CODE MATERIAL MANUFACTURER STYLE / COLOR FINISH SHEEN INSTALLATION NOTES

PAINT / WALL FINISHES

RB RUBBER BASE PER OWNER PER OWNER PER OWNER -

FINISH CODE MATERIAL MANUFACTURER STYLE / FINISH SIZE / THICKNESS INSTALLATION NOTES

WALL BASE

SOF SOFFIT VENTED HARDIE SOFFIT BOARD MATCH (E) - -

GYP GYPSUM MATCH (E) MATCH (E) MATCH (E) -

FINISH CODE MATERIAL MANUFACTURER STYLE / COLOR SIZE / NRC RATING INSTALLATION NOTES

CEILING FINISHES

GENERAL NOTES:

A. DIMMING CONTROL PROTOCOL (0-10VDC, LINE VOLTAGE, DALI, ETC.) COMPATABLE WITH LIGHTING CONTROL SYSTEM AS SPECIFIED AND SHOWN IN DRAWINGS.

B. PROVIDE +/- 12" ADJUSTABLILITY IN AIRCRAFT CABLE LENGTH WHERE USED.

C. COORDINATE ALL CEILING TYPES WITH LUMINAIRE LOCATIONS PRIOR TO ORDERING LUMINAIRS. COORDINATE INSTALLATION WITH REFLECTED CEILING PLANS.

D. SPECIFIED MANUFACTURERS ARE APPROVED TO SUBMIT BID. INCLUSION DOES NOT RELIEVE MANUFACTURER FROM SUPPLYING PRODUCT AS DESCRIBED.

E. PROVIDE SUBMITTALS THAT INCLUDE THE LUMINAIR, LAMP AND BALLAST INFORMATION OF EACH LUMINAIRE, WITH APPLICABLE OPTIONS CLEARLY CHECKED OR HIGHLIGHTED.

F. REMOTE BALLAST/DRIVERS: UL LISTED FOR THEIR APPLICATION. BALLASTS/DRIVER MARKED AS UL RECONGNIZED COMPONENT BUT NOT UL LISTED ARE SUBJECT TO REMOVAL AND REPLACEMENT AT NO COST TO OWNER.

G. PROVIDE COMMISSIONING OF THE LIGHTING AND LIGHTING CONTROLS IN ACCORDANCE WITH OREGON STATE LIGHTING COMMISSIONING REQUIREMENTS.

H. PROVIDE OCCUPANCY SENSORS TO ALL ROOMS AS REQUIRED BY ASHRAE STANDARD 90.1-2019

L1 CAN LIGHT RECESSED LITHONIA WF4 SWWF 90CRI MW - 120-270-4000K 120-277 4098 DIMMING TO 10%

TYPE DESCRIPTION MOUNTING MANUFACTURER MFG/CATALOG # INPUT WATTS VOLTAGE LUMENS

COLOR

TEMPERATURE

LIGHTING CONTROLS NOTES

LUMINAIRE SCHEDULE

CPT CARPET TILE PER OWNER PER OWNER PER OWNER -

CD COMPOSITE DECKING PER OWNER PER OWNER PER OWNER -

LVT LUXURY VINYL TILE PER OWNER PER OWNER PER OWNER -

FINISH CODE MATERIAL MANUFACTURER STYLE / COLOR SIZE INSTALLATION NOTES

FLOORING FINISHES

BB

BOARD AND BATTEN

SIDING

MATCH EXISTING MATCH EXISTING MATCH EXISTING -

FINISH CODE MATERIAL MANUFACTURER STYLE / COLOR SIZE/THICKNESS INSTALLATION NOTES

EXTERIOR SIDING

AS ASPHALT SHINGLE ROOF MATCH EXISTING MATCH EXISTING MATCH EXISTING -

FINISH CODE MATERIAL MANUFACTURER STYLE / COLOR SIZE/THICKNESS INSTALLATION NOTES

ROOFING

PL2 PLASTIC LAMINATE PER OWNER PER OWNER PER OWNER -

PL1 PLASTIC LAMINATE PER OWNER PER OWNER PER OWNER -

FINISH CODE MATERIAL MANUFACTURER STYLE / COLOR SURFACE INSTALLATION NOTES

CASEWORK FINISHES

SP SOAP DISPENSER PER OWNER PER OWNER PER OWNER SEE ACCESSIBLE MOUNTING REQUIREMENTS

PT PAPER TOWEL DISPENSOR PER OWNER PER OWNER PER OWNER SEE ACCESSIBLE MOUNTING REQUIREMENTS

TP TOLIET PAPER DISPENSER PER OWNER PER OWNER PER OWNER SEE ACCESSIBLE MOUNTING REQUIREMENTS

GB ADA COMPLIANT GRAB BARS PER OWNER PER OWNER PER OWNER SEE ACCESSIBLE MOUNTING REQUIREMENTS

MR MIRROR PER OWNER PER OWNER PER OWNER SEE ACCESSIBLE MOUNTING REQUIREMENTS

FINISH

CODE

TYPE MANUFACTURER STYLE / COLOR / PRODUCT #'S PRODUCT NOTES / SIZE INSTALLATION NOTES

RESTROOM ACCESSORIES SCHEDULE

GENERAL NOTES:

A. PROVIDE TRAP PRIMER CONNECTION AS REQUIRED BY CODE.

B. IF ‘ADA’ IS INDICATED ON THE DRAWINGS, INSTALL ALL COMPONENTS TO MEET ADA REQUIREMENTS.

C. ALL PIPING SHALL BE CONCEALED IN WALLS OR ABOVE CEILING, UNLESS NOTED OTHERWISE ON PLANS.

D. SUPPORT PIPES TIGHT TO STRUCTURE WHEREEVER POSSIBLE.

E. ALL HORIZONTAL WASTE LINES TO HAVE MINIMUM OF ¼” PER FOOT SLOPE UNLESS OTHERWISE NOTED.

F. PROVIDE FULL-WAY COLD WATER AND HOT WATER SUPPLY SHUT-OFF VALVES AT EACH UNIT FIXTURE.

G. PROVIDE ACCESS PANEL TO SHUTOFF VALVES WHERE REQUIRED.

H. PROVIDE MECHANICAL WATER HAMMER ARRESTOR AT QUICK-ACTING VALVES, SIZED AND INSTALLED IN ACCORDANCE WITH MANUFACTURER’S RECOMMENDATIONS.

I. PROVIDE CLEANOUTS AT THE BASE OF ALL WASTE STACKS, AT UPPER TERMINALS OF HORIZONTAL DRAINAGE PIPES, IN LOCATIONS REQUIRED BY CODE AND/OR AS SHOWN IN DRAWINGS.

J. HEAT TRACE AND INSULATE ALL WASTE AND WATER PIPING EXPOSED TO FREEZING.

K. ALL FLOOR DRAINS AND FLOOR SINKS AND SIMILAR TRAPS SHALL BE PROVIDED WITH AN APPROVED AUTOMATIC MEANS OF MAINTAINING THIER WATER SEAL.

SK2 DROP IN SINK ELKAY DLRS332210 FAUCET ELKAY LKD2439C

SK1 WALL HUNG SINK AMERICAN STANDARD 9024001EC.020 FAUCET KOHLER 6055204.002

TL

FLOOR MOUNTED

TOILET

AMERICAN STANDARD 2467016.020

TYPE DESCRIPTION MANUFACTURER MODEL NUMBER W CW HW DESCRIPTION MANUFACTURER MODEL NUMBER NOTES

FIXTURE CONNECTIONS TRIM / ACCESSORIES

DESIGN / BUILD SCOPE. PLUMBER TO VERIFY BALANCE OF

FIXTURES & ACCESSORIES. INSTALL PER CODE.

PLUMBING SCHEDULE

WH

WH

A. VERIFY ALL DIMENSIONS AND NOTIFY PROJECT TEAM IF

DISCREPANCIES OCCUR.

B. G.C. TO PROVIDE FIRE BLOCKING AS REQUIRED PER

CODE.

C. G.C. SHALL PROVIDE ALL APPROPRIATE BACKING AS

REQUIRED FOR ACCESSORIES AND OTHER

MISCELLANEOUS ITEMS.

D. G.C. TO COORDINATE INSTALLATION OF ALL UTILITIES w/

RESPECTIVE SUPPLIERS/SUBCONTRACTORS PRIOR TO

CONSTRUCTION, TYPICAL.

E. ALL ELECTRICAL, MECHANICAL, PLUMBING, FIRE

SUPPRESSION AND LANDSCAPE TO BE DESIGN BUILD PER

APPLICABLE CODES.

F. ALL DIMENSION LINES TO THE FACE OF FRAMING, U.N.O.

FLOOR PLAN GENERAL NOTES

FLOOR PLAN LEGEND

(N) WALL, SEE ASSEMBLIES A0.10

(E) WALL TO REMAIN

(N) FLOOR FRAMING, PER STRUCT

(N) CRAWL-SPACE OPENING IN (N) LOCATION.

TO MATCH EXISTING

A3.0

A3.0

A3.03A3.0 4

A3.0

A3.0

A3.0

A3.0

B

B B B B B

B

A4.0

W1

W1

W1

W2

214 SF

LARGE OFFICE

80 SF

MECH.

93 SF

COPY

97 SF

BREAK

63 SF

RR

151 SF

KIM'S OFFICE

168 SF

CHELLE'S OFFICE

87 SF

4TH OFFICE

90 SF

ANISSA OFFICE

88 SF

NIKKI OFFICE

153 SF

TRACY'S OFFICE

103 SF

ENTRY

197 SF

HALL

1 2

A

B

W2 W2

W2

W2

TYP.

4 4 4

A

W2

71' - 2"

/4

A4.0

12' - 11"

B C

SK2

TL

SK1

D

7 7

8 8

TYP.

8 TYP.

8 TYP.

TYP.

A5.1

A5.1

SIM.

LARGE OFFICE

MECH.

COPY BREAK RR KIM'S OFFICE

CHELLE'S OFFICE

4TH OFFICEANISSA OFFICE

NIKKI OFFICE

TRACY'S OFFICE

1 2

A

B

71' - 2"

21' - 11 3/4" 8' - 4 1/2" 9' - 9 1/2" 10' - 2" 8' - 9" 12' - 1 1/4"

/4

12' - 0 1/2" 8' - 3 3/4" 11' - 8" 11' - 9 1/4" 10' - 5" 16' - 11 3/4"

7' - 0" 5' - 4" 7' - 4" 7' - 8" 7' - 7" 9' - 2"

8' - 10" 5' - 8" 5' - 0" 4' - 0"

/4

/4

/2 "2

8' - 3 3/4" 11' - 8" 11' - 5"

5' - 8"

5' - 0" 5' - 0"

21' - 7"

MIN.

1'

M

IN

1' - 10" 3' - 6"

1' - 10"

1' - 10"

5' - 2" 5' - 2"

1 2

A

B

PT1

PT1

PT1

PT1

RB

CPT

LARGE OFFICE

PT1

PT1

PT1

EP1

RB

LVT

MECH.

PT1

PT1

PT1

PT1

RB

LVT

COPY

PT1

PT1

PT1

PT1

RB

LVT

BREAK

PT1

PT1

PT1

PT1

RB

LVT

RR

PT1

PT1

PT1

PT1

RB

CPT

KIM'S OFFICE

PT1

PT1

PT1

PT1

RB

CPT

CHELLE'S

OFFICE

PT1

PT1

PT1

PT1

RB

CPT

4TH OFFICE

PT1

PT1

PT1

PT1

RB

LVT

ANISSA

OFFICE

PT1

PT1

PT1

PT1

RB

LVT

NIKKI OFFICE

PT1

PT1

PT1

PT1

RB

CPT

TRACY'S

OFFICE

PT1

PT1

PT1

PT1

RB

LVT

HALL

PT1

PT1

PT1

PT1

RB

LVT

ENTRY

71' - 2"

/4

PROVIDE RUBBER FLOORING

TRANSITION CENTERED ABOVE

(E) CONC. STEM WALL

FINISH LEGEND

CPT - CARPET TILE

LVT - LUXURY VINYL TILE

CD - COMPOSITE DECKING

FLOORING

CPT# CARPET TILE

LVT# LUXURY VINYL TILE

CD# COMPOSITE DECKING

ROOM FINISH ABBREVIATIONS

RB# RUBBER BASE

ETR EXISTING TO REMAIN

PT# PAINT

EP# EPOXY PAINT

TR# TRANS PROFILE #

1. NOT USED

ADDITIONAL NOTES

TRANSITIONS

BASE

WALL

PL# PLASTIC LAMINATE

CASEWORK

1 2

A

B

LARGE OFFICE

MECH.

COPY

BREAK

RR

KIM'S OFFICE

CHELLE'S OFFICE

4TH OFFICE

ANISSA OFFICENIKKI OFFICE

HALL

ENTRY

TRACY'S OFFICE

1,2 1

71' - 2"

/4

POWER PLAN LEGEND & NOTES

DUPLEX OUTLET

DATA PORT

POWER PLAN NOTES:

1. GFCI

2. +42", A.F.F.

POWER PLAN GENERAL NOTES:

1. ALL OUTLETS TO BE 1'-6" ABOVE FINISHED FLOOR, U.N.O.

2. ALL OUTLET LOCATIONS ARE FOR REFERENCE ONLY,

OWNER TO HAVE FINAL SAY ON LOCATION OF DATA

PORTS AND OUTLETS

EXPIRES: 06-30-26

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524 Main Street, Suite 2 Oregon City, OR 97045

503.659.2205

PROJECT NO.

DATE:

DRAWN:

CHECKED:

O N

E I N

C H

E Q

U A

L S

F U

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DESCRIPTION DATE:

/2

/2

:2 :4

P

M A u to d e s k D o c s /P

.S c io

D is tr ic t O ff ic e /P

A R

C H

R

.r v t

A1.1

FLOOR, FINISH,

POWER, &

FRAMING PLAN

P-2857-23

02-21-2025

JAH

DDS

C O

N S

T R

U C

T

IO

N D

O C

U M

E N

T S

SCIO NEW

DISTRICT OFFICE

CHANGE OF

OCCUPANCY

SCIO SCHOOL DISTRICT

38729 NW CHERRY ST, SCIO,

OREGON 97347

A1.1 1/8" = 1'-0"

FLOOR PLAN2

KEYNOTES

1 REINSTALL (E) AIR CONDITIONING UNIT

2 REINSTALL (E) WATER HEATER

3 (N) COLUMN PER STRUCT.

4 (N) GYPSUM BOARD TO MATCH (E)

5 (N) ELECTRICAL PANEL. CONTRACTOR TO DESIGN-BUILD

SCOPE

6 (N) FLOOR FRAMING BELOW FURNITURE, PER STRUCT.

7 (N) PONY WALLS. SEE SECTION 6/A3.0

8 (N) FURNITURE PER OWNER

9 (N) MECHANICAL UNIT PER OWNER

A1.1 1/8" = 1'-0"

FRAMING PLAN4

A1.1 1/8" = 1'-0"

FINISH PLAN1

A1.1 1/8" = 1'-0"

POWER PLAN3

A3.0

A3.0

A3.0

A3.0

1 2

A

B

214 SF

LARGE OFFICE

153 SF

TRACY'S OFFICE

87 SF

4TH OFFICE

168 SF

CHELLE'S OFFICE

151 SF

KIM'S OFFICE

80 SF

MECH.

93 SF

COPY

97 SF

BREAK

63 SF

RR

SOF

8' - 0"

71' - 2"

/4

2 2

2 22

A3.0

A3.0

A3.0

A3.0

4" / 1'-0"4" / 1'-0"

1 2

A

B

RIDGE

V A

LLE

Y

VA

LL

EY

DSDSDS

DS DS

DS

71' - 2"

/4

R

ID

G E

RCP GENERAL NOTES

A. REFER TO ARCHITECTURAL FLOOR PLAN FOR ADDITIONAL

DIMENSIONS.

B. ALL DIMENSIONS ARE REFERENCED TO FACE OF FRAMING

U.N.O.

C. ALL HEIGHT REFERENCES ARE TAKEN FROM DATUM-T.O.S.

FOR AREA INDICATED.

D. PROVIDE WALL BACKING FOR REINFORCEMENT AS

REQUIRED.

E. PROVIDE SOLID BLOCKING FOR ALL 'J' BOXES SUSPENDED

LIGHT AND CEILING FAN FIXTURES, TELEVISION SUPPORT,

ARTIFACT SHELVES AND ANY OTHER CEILING MOUNTED

EQUIPMENT.

F. ANY LIGHT NOT DIMENSIONALLY LOCATED TO BE

CENTERED IN THE CEILING AREA OR ROOM AS

APPLICABLE. ALL "CAN" TYPE FIXTURES TO BE MOUNTED

IN THE CENTER OF THE CEILING TILES U.N.O.

G. THE MEANS OF EGRESS ILLUMINATION LEVEL SHALL BE

NOT LESS THAN 1 FOOTCANDLE AT THE WALKING

SURFACE. ALONG EXIT ACCESS STAIRWAYS, EXIT

STAIRWAYS AND AT THEIR REQUIRED LANDINGS, THE

ILLUMINATION LEVEL SHALL NOT BE LESS THAN 10

FOOTCANDLES AT THE WALKING SURFACE WHEN THE

STAIRWAY IS IN USE.

H. PROVIDE OCCUPANCY SENSORS AND EMERGENCY

BATTERY BACKUP IN ALL SPACES RECEIVING NEW

LIGHTING.

I. ALL EXPOSED CONDUITS AND 'J' BOXES SHALL BE PAINTED

TO MATCH THE ADJACENT FINISH U.N.O.

J. ALL ROOMS THAT ARE TO RECEIVE A CEILING PATCH

SHALL BE PAINTED TO MATCH (E) IN ITS ENTIRETY U.N.O.

RCP LEGEND

(E) GYP CEILING

(N) GYP CEILING PATCHWORK

HVAC REGISTERS

CEILING FINISHES

GYP GYPSUM WALL BOARD

ACT 2X4 ACOUSTICAL LAY-IN PANEL

CEILING HEIGHT

VAR VARIES

M.E. MATCH EXISTING

ADDITIONAL NOTES

1. PAINT PT1

(N) LIGHTING

(N) EXHAUST FAN, VENT THRU ROOF

(E) SOFFIT VENT

(N) SOFFIT VENT

ROOF PLAN LEGEND

(E) ASPHALT SHINGE ROOF

(N) ASPHALT SHINGLE ROOFING

(N) DOWNSPOUT

(E) DOWNSPOUT TO REMAIN

ROOF SLOPE (ALWAYS INDICATES DOWN)

DS

DS

EXPIRES: 06-30-26

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81129PE

OREGON

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K Ee un 2

524 Main Street, Suite 2 Oregon City, OR 97045

503.659.2205

PROJECT NO.

DATE:

DRAWN:

CHECKED:

O N

E I N

C H

E Q

U A

L S

F U

L L

S C

A L E

DESCRIPTION DATE:

/2

/2

:2 :4

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D is tr ic t O ff ic e /P

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A2.1

REFLECTED

CEILING AND

ROOF PLAN

P-2857-23

02-21-2025

JAH

DDS

C O

N S

T R

U C

T

IO

N D

O C

U M

E N

T S

SCIO NEW

DISTRICT OFFICE

CHANGE OF

OCCUPANCY

SCIO SCHOOL DISTRICT

38729 NW CHERRY ST, SCIO,

OREGON 97347

A2.1 1/8" = 1'-0"

REFLECTED CEILING PLAN1

A2.1 1/8" = 1'-0"

ROOF PLAN2

KEYNOTES

1 (E) ROOF ATTIC HATCH TO REMAIN

2 PAINT ALL EXTERIOR SOFFITS. PAINT TO MATCH (E)

GRADE

0' - 0"

F.F.

1' - 6"

A3.0

B B

B D

C

BB BB BB BB BB

T.O. ROOF

15' - 2 5/8"

GRADE

0' - 0"

F.F.

1' - 6"

A3.0

4" / 1'-0" 4" / 1

'-0"

B B B B B

1 2

1 TYP.

3 TYP.

BB 5

BBBBBB

T.O. ROOF

15' -…