Remodel of existing house into a public office for the school district

Remodel of existing house into a public office for the school district

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
101
150 SF
ROOM NUMBER
ROOM AREA
TRUE NORTH
PROJECT NORTH
101 DOOR NUMBER TAG
X WINDOW TAG
A101
1 Ref
1 Ref
1 Ref
1 Ref
ELEVATION TAG
VIEW REFERENCE
SHEET REFERENCE
ROOM TAG
1
A101
SIM
1
A101
SIM
SECTION TAG
DRAWING REFERENCE
SHEET REFERENCE
A1.00
1
SIM
DETAIL REFERENCE
DRAWING REFERENCE
SHEET REFERENCE
A1.00
1
SIM
ENLARGED PLAN
DRAWING REFERENCE
SHEET REFERENCE
REFERENCE AREA
Name
Elevation
DETAIL CUT DIRECTION
LEVEL REFERENCE
View Name
A1.1
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
1
AREA OF REVISION
REVISION DELTA TAG
FINISH TAG
WALL FINISH
A101
1
Ref
1Ref 1
Ref
1
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)
101
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
NW CHERRY STREET
ALT. 1 - CONCRETE FLOOR AT THE GARAGE
EXPIRES: 06 -30 -26
R
D
EGISTERE P
L
ROFESSIONA
81129PE
OREGON
E RNGINEE
Z S
A. S
J
7, 2
Y
ACHAR
S
TOKEeun 201
524 Main Street, Suite 2
Oregon City, OR 97045
503.659.2205
PROJECT NO.
DATE:
DRAWN:
CHECKED:
ONE INCH EQUALS FULL SCALE
DESCRIPTION DATE:
2/21/2025 3:22:36 PM Autodesk Docs://P2857.Scio Dist rict Office/P2857_ARCH_R24.rvt
G0.0
COVER SHEET
P-2857-23
02-21-2025
JAH
DDS
CONSTRUCTION DOCUMENTS
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 INDEX PROJECT TEAM PROJECT NARRATIVE ABBREVIATIONS PROJECT 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
1 2
A
B
214 SF
LARGE OFFICE
6
153 SF
TRACY'S OFFICE
5
88 SF
NIKKI OFFICE
3
90 SF
ANISSA OFFICE
4
87 SF
4TH OFFICE
13
168 SF
CHELLE'S OFFICE
12
151 SF
KIM'S OFFICE
11 97 SF
BREAK
9
93 SF
COPY
8
80 SF
MECH.
7
62' - 11"
RR
12
EXIT
ACCESSIBLE PARKING BY
OTHERS, SEE CIVIL PLANS
ACCESSIBLE RAMP BY
OTHERS, SEE CIVIL PLANS
EXPIRES: 06 -30 -26
R
D
EGISTERE P
L
ROFESSIONA
81129PE
OREGON
E RNGINEE
Z S
A. S
J
7, 2
Y
ACHAR
S
TOKEeun 201
524 Main Street, Suite 2
Oregon City, OR 97045
503.659.2205
PROJECT NO.
DATE:
DRAWN:
CHECKED:
ONE INCH EQUALS FULL SCALE
DESCRIPTION DATE:
2/21/2025 3:22:36 PM Autodesk Docs://P2857.Scio Dist rict Office/P2857_ARCH_R24.rvt
G1.0
CODE SHEET
P-2857-23
02-21-2025
JAH
DDS
CONSTRUCTION DOCUMENTS
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 .1 5 .15 -
MALE FEMALE MALE FEMALE - MALE FEMALE MALE FEMALE -
MALE FEMALE
W/C LAV DF W/C LAV DF OCC. TYPE
OCC LOAD FIXTURE RATIOS FIXTURE REQUIREMENTS
PLUMBING COUNT PER TABLE 2902.1
G1.0 1/8" = 1' -0"
FLOOR PLAN 1
*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.

38" MAX.
34" MIN.
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 KN
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
27" MIN
8" MIN
CLEARANCE
11" MIN KNEE
CLEARANCE
6" MAX TOE
9" MIN
60" MIN.
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
30" MIN.
48" MIN.
TYPICAL MOUNTING REQUIREMENTS
60" MIN.
DOOR SHALL NOT SWING INTO
THE REQUIRED MINIMUM AREA
OF THE COMPARTMENT
42" MIN.
4" MAX.
56" MIN.
OR
4" MAX.
FLOOR MOUNTED
55" MIN.
WALL HUNG
52" MIN. OR
OR
WHEELCHAIR ACCESSIBLE TOILET COMPARTMENT & DOOR OPENING LOCATION - SECTION 604.9
37" MAX.
35" MIN.
17" MIN. - 19" MAX.
60" MIN.
42" MIN
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
WOMEN HEIGHT 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
6" MIN. FIELD
STAIR TREADS AND RISERS - SECTION 504
7" MAX.
4" MIN.
11" MIN.
TREADS AND RISERS
STAIR NOSINGS - VERTICAL RISER
CURVE OR BEVEL AT LEADING EDGE
1/2" MAX. ROUNDED 1/2" MAX. BEVEL
45.00°
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.
30" MIN.
CHILDREN
ADULT
30" MAX.
36" MAX.
STANDING USE
CHILDREN
30" MIN. - 43" MAX.
38" MIN. - 43" MAX.
STANDING USE
ADULT
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"
8 "
12" MIN.
PARTITION
8"
TOE CLEARANCE - PLAN TOE CLEARANCE - ELEVATION
DOOR SWING INTO THE WHEELCHAIR
TOILET COMPARTMENT
URINALS - SECTION 605
13 1/2" MIN.
MAX.
1 7 "
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.
36" MIN.
36" MIN.
36" MIN.
SIGNAGE, IDENTIFICATION & INTERNATIONAL SYMBOLS OF ACCESSIBILITY - SECTION 703
EXIT
EXIT
FIRE APPLIANCES EXIT 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"
7 "
9"
48" MAX.
15" MIN.
LIGHT
SWITCH
48" MAX.
15" MIN.
OUTLET
48" MAX.
42" MIN.

WITHIN 5 FT OF EACH
EXIT DOORWAY ON
EACH FLOOR
80" MIN. - 96" MAX.
4' - 0"
48" MAX.
40" MIN.
48" MAX.
15" MAX.
48" MAX.
15" MIN VARIES
7'-0"
48" MAX.
ICC A117.1 - 2017 EXISTING BUILDINGS
5' - 1"
EXPIRES: 06 -30 -26
R
D
EGISTERE P
L
ROFESSIONA
81129PE
OREGON
E RNGINEE
Z S
A. S
J
7, 2
Y
ACHAR
S
TOKEeun 201
524 Main Street, Suite 2
Oregon City, OR 97045
503.659.2205
PROJECT NO.
DATE:
DRAWN:
CHECKED:
ONE INCH EQUALS FULL SCALE
DESCRIPTION DATE:
2/21/2025 3:22:37 PM Autodesk Docs://P2857.Scio Dist rict Office/P2857_ARCH_R24.rvt
G2.0
ACCESSIBILITY
STANDARDS -
EXISTING
P-2857-23
02-21-2025
JAH
DDS
CONSTRUCTION DOCUMENTS
SCIO NEW
DISTRICT OFFICE
CHANGE OF
OCCUPANCY
SCIO SCHOOL DISTRICT
38729 NW CHERRY ST, SCIO,
OREGON 97347

(C) 60" MIN
WIDTH
DOOR
UNOBSTRUCTED SIDE REACH OBSTRUCTED HIGH SIDE REACH
10" MAX.
15" MIN. 48" MAX.
10" MAX.
48" MAX.
>10" - 24" MAX.
34" MAX.
48" MAX.
CIRCULAR T-SHAPED OPTION
TURNING SPACE (EXISTING BUILDINGS) - SECTION 304
60" MIN.
OVERLAP OF KNEE AND TOE
15" MIN. 48" MAX.
48" MAX.
20" MAX. >20" - 25" MAX.
44" MAX.
UNOBSTRUCTED FWD REACH OBSTRUCTED HIGH FORWARD REACH
60" MIN.
36" MIN.
60" MIN.
24" MIN.
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
60" MIN.
18" MIN.
48" MIN.
X>8"
X>8"
48" MIN.
12" MIN.
MANEUVERING CLEARANCES AT RECESSED DOORS (EXISTING BUILDINGS) - SECTION 404.2.3.5
FRONT APPROACH POCKET OR HINGE APPROACH STOP OR LATCH APPROACH
48" MIN.
42" MIN.
22" MIN.
42" MIN.
24" MIN.
MANEUVERING CLEARANCE AT SLIDING AND FOLDING DOORS (EXISTING BUILDINGS) - SECTION 404.2.3.3
FRONT APPROACH, PUSH SIDE HINGE APPROACH, PULL SIDE
HINGE APPROACH, PULL SIDE HINGE APPROACH, PUSH SIDE LATCH 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
60" MIN
60" MIN.
18" MIN.
48" MIN.
*12" MIN.
*IF BOTH CLOSER
AND LATCH ARE
PROVIDED
36" MIN.
60" MIN.
54" MIN.
42" MIN.
*42" MIN.
22" MIN.
*48" MIN. IF BOTH
CLOSER AND LATCH
ARE PROVIDED
*48" MIN.
24" MIN.
*54" MIN. IF CLOSER
IS PROVIDED
*42" MIN.
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
1/4" MAX.
VERTICAL CHANGE IN LEVEL BEVELED CHANGE IN LEVEL (A)
2
1
1 / 4 " 1 / 4 "
1/2" MAX.
BEVELED CHANGE IN LEVEL (B)
2
1
1/4" - 1/2" MAX.
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
30" MIN.
48" MIN.
FORWARD
48" MIN.
30" MIN.
FORWARD APPROACH PARALLEL APPROACH
MANEUVERING CLEARANCE IN AN ALCOVE - SECTION 305.7
60" MIN.
X > 15"
36" MIN.
X > 24"
KNEE AND TOE CLEARANCE - SECTION 306
8" MIN.
27" MIN.
9" MIN.
11" MIN.
30" MIN.
25" MAX.
30" MIN.
25" MAX.
17" MIN.
6" MAX.
9 "
TOE CLEARANCE - ELEVATION
TOE CLEARANCE - PLAN
KNEE CLEARANCE - ELEVATION
KNEE CLEARANCE - PLAN
x > 80"
4" MAX.
X > 27"
> 27" & < 80"
4" MAX. 4" MAX.
POST
SIGN
27" MAX.
X > 12"
4" MAX. 4" MAX.
> 27" & < 80"

X < 12"
X > 12"

UNLIMITED
POST MOUNTED PROTRUDING OBJECTS LIMITS OF PROTRUDING OBJECTS
PROTRUDING OBJECTS - SECTION 307
NOTE:
ROTRUDING OBJECTS SHALL NOT REDUCE THE
CLEAR WIDTH REQUIRED FOR ACCESSIBLE ROUTES
REDUCED VERTICAL CLEARANCE
27" MAX.
X < 80"
24" MAX. 48" MIN. 24" MAX.
36" MIN.
32" MIN.
36" MIN.
32" MIN.
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.
32" MIN.
32" MIN.
48" MIN.
48" MIN.
42" MIN.
X < 48"
42" MIN.
60" MIN.
36" MIN.
X < 48"
36" MIN.
CLEAR WIDTH AT 180 -DEGREE TURN
OPTION 2
CLEAR WIDTH AT 180 -DEGREE TURN
OPTION 1
36" MIN.
38" MIN.
60" MIN.
36" MIN.
60" MIN.
PASSING SPACE - 60"x60" OPTION
36" MIN.
PASSING SPACE - T-TURN OPTION
36" MIN. 48" MIN.
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.


90°
32" MIN.
CLEAR WIDTH OF DOORWAYS - SECTION 404.2
32" MIN.
FOLDING DOOR DOORWAYS WITHIN DOORS
36" MIN.
>24"

60" MIN. 60" MIN.
LANDING RAMP RUN LANDING
AT LEAST AS WIDE
AS RAMP RUN
60" MIN.
LANDING
60" MIN.
RAMP
RUN
RAMP
RUN
RAMPS - SECTION 405 RAMP EDGE PROTECTION - SECTION 405.9
RAMP
LANDING
10"
1/2" MAX.
OR
10"
1/2" MAX.
EDGE PROTECTION - LIMITED DROP -OFF EXCEPTION
12" MIN. 12" MIN.
EXTENDED FLOOR SURFACE
CURB
4" MIN. CURB
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
25" MAX.
BASE
60" MIN.
ICC A117.1 - 2017 EXISTING BUILDINGS
EXPIRES: 06 -30 -26
R
D
EGISTERE P
L
ROFESSIONA
81129PE
OREGON
E RNGINEE
Z S
A. S
J
7, 2
Y
ACHAR
S
TOKEeun 201
524 Main Street, Suite 2
Oregon City, OR 97045
503.659.2205
PROJECT NO.
DATE:
DRAWN:
CHECKED:
ONE INCH EQUALS FULL SCALE
DESCRIPTION DATE:
2/21/2025 3:22:38 PM Autodesk Docs://P2857.Scio Dist rict Office/P2857_ARCH_R24.rvt
G2.1
ACCESSIBILITY
STANDARDS -
EXISTING
P-2857-23
02-21-2025
JAH
DDS
CONSTRUCTION DOCUMENTS
SCIO NEW
DISTRICT OFFICE
CHANGE OF
OCCUPANCY
SCIO SCHOOL DISTRICT
38729 NW CHERRY ST, SCIO,
OREGON 97347

WH
DS DS
DS DS
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
2
D2.0
1
D2.0 3
D2.0 4
1
2
3
1
1
1
1
1
1
1
1
4
5
6
7
1
8
TYP.
9
10
1
1
1
1
11
11
TYP.
12
13
2
2 2
22
1 2
A
B
14
15
16
19
19
ABOVE
ABOVE
9
1 2
A
B
DS DS
RIDGE
17 17 18
4" / 1'-0" 4" / 1'-0"
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
EGISTERE P
L
ROFESSIONA
81129PE
OREGON
E RNGINEE
Z S
A. S
J
7, 2
Y
ACHAR
S
TOKEeun 201
524 Main Street, Suite 2
Oregon City, OR 97045
503.659.2205
PROJECT NO.
DATE:
DRAWN:
CHECKED:
ONE INCH EQUALS FULL SCALE
DESCRIPTION DATE:
2/21/2025 3:22:39 PM Autodesk Docs://P2857.Scio Dist rict Office/P2857_ARCH_R24.rvt
D1.0
DEMO FLOOR
PLANS
P-2857-23
02-21-2025
JAH
DDS
CONSTRUCTION DOCUMENTS
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 PLAN 1
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 PLAN 3

GRADE
0' - 0"
F.F.
1' - 6"
12
1
2
TYP. 7 312
TYP.
T.O. ROOF
15' - 2 5/8"
GRADE
0' - 0"
F.F.
1' - 6"
1 2
1
3
3
4 TYP.
2 TYP.
6
8
9
9
10
11 11 T.O. ROOF
15' - 2 5/8"
GRADE
0' - 0"
F.F.
1' - 6"
AB
4" / 1'-0" 4" / 1'-0"
12
T.O. ROOF
15' - 2 5/8"
GRADE
0' - 0"
F.F.
1' - 6"
A B
5
4 TYP.
6
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
R
D
EGISTERE P
L
ROFESSIONA
81129PE
OREGON
E RNGINEE
Z S
A. S
J
7, 2
Y
ACHAR
S
TOKEeun 201
524 Main Street, Suite 2
Oregon City, OR 97045
503.659.2205
PROJECT NO.
DATE:
DRAWN:
CHECKED:
ONE INCH EQUALS FULL SCALE
DESCRIPTION DATE:
2/21/2025 3:22:40 PM Autodesk Docs://P2857.Scio Dist rict Office/P2857_ARCH_R24.rvt
D2.0
DEMO
ELEVATIONS
P-2857-23
02-21-2025
JAH
DDS
CONSTRUCTION DOCUMENTS
SCIO NEW
DISTRICT OFFICE
CHANGE OF
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 REQUIRE D
FOR (N) ROOF
11 (E) ROOFING TO BE DEMOLISHED DOWN TO (E) SHEATHIN G.
SEE DEMO ROOF PLAN
12 (E) ANGLE BRACES TO BE DEMOLISHED
D2.0 1/8" = 1' -0"
DEMO NORTH ELEVATION 1
D2.0 1/8" = 1' -0"
DEMO SOUTH ELEVATION 2
D2.0 1/8" = 1' -0"
DEMO EAST ELEVATION 3
D2.0 1/8" = 1' -0"
DEMO WEST ELEVATION 4

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.
SEE SCHEDULE
SINGLE
FULL LITE
SFL
SEE SCHEDULE
SEE SCHD.
T
7 3/4"
6" 6"
1' - 0"
SINGLE
HOLLOW METAL
A
2" TYP. SEE SCHEDULE
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" 4' - 0"
3' - 0"
OPERATION
TYPE
CASEMENT
B
3' - 0" 4' - 0"
3' - 0"
SLIDER
C
5' - 0" 2' - 0"
2' - 0"
T T
T
T
1' - 0" 6' - 0"
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
1' - 6"
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
R
D
EGISTERE P
L
ROFESSIONA
81129PE
OREGON
E RNGINEE
Z S
A. S
J
7, 2
Y
ACHAR
S
TOKEeun 201
524 Main Street, Suite 2
Oregon City, OR 97045
503.659.2205
PROJECT NO.
DATE:
DRAWN:
CHECKED:
ONE INCH EQUALS FULL SCALE
DESCRIPTION DATE:
2/21/2025 3:22:41 PM Autodesk Docs://P2857.Scio Dist rict Office/P2857_ARCH_R24.rvt
A0.0
DOOR / WINDOW /
ASSEMBLIES
P-2857-23
02-21-2025
JAH
DDS
CONSTRUCTION DOCUMENTS
SCIO NEW
DISTRICT OFFICE
CHANGE OF
OCCUPANCY
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 H M 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 Com ments
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

EXPIRES: 06 -30 -26
R
D
EGISTERE P
L
ROFESSIONA
81129PE
OREGON
E RNGINEE
Z S
A. S
J
7, 2
Y
ACHAR
S
TOKEeun 201
524 Main Street, Suite 2
Oregon City, OR 97045
503.659.2205
PROJECT NO.
DATE:
DRAWN:
CHECKED:
ONE INCH EQUALS FULL SCALE
DESCRIPTION DATE:
2/21/2025 3:22:42 PM Autodesk Docs://P2857.Scio Dist rict Office/P2857_ARCH_R24.rvt
A0.1
FINISH
SCHEDULES
P-2857-23
02-21-2025
JAH
DDS
CONSTRUCTION DOCUMENTS
SCIO NEW
DISTRICT OFFICE
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 # INP UT 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 INS TALLATION NOTES
FLOORING FINISHES
BB BOARD AND BATTEN
SIDING MATCH EXISTING MATCH EXISTING MATCH EXISTING -
FINISH CODE MATERIAL MANUFACTURER STYLE / COLOR SIZE/TH ICKNESS INSTALLATION NOTES
EXTERIOR SIDING
AS ASPHALT SHINGLE ROOF MATCH EXISTING MATCH EXISTING M ATCH EXISTING -
FINISH CODE MATERIAL MANUFACTURER STYLE / COLOR SIZE/TH ICKNESS 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 ACCE SSIBLE MOUNTING REQUIREMENTS
PT PAPER TOWEL DISPENSOR PER OWNER PER OWNER PER OWNER S EE 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 OWNE R SEE ACCESSIBLE MOUNTING REQUIREMENTS
MR MIRROR PER OWNER PER OWNER PER OWNER SEE ACCESSIBLE M OUNTING 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 CO DE.
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 POSSI BLE.
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 REQ UIRED.
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 PIPI NG 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 FAUC ET KOHLER 6055204.002
TL FLOOR MOUNTED
TOILET AMERICAN STANDARD 2467016.020
TYPE DESCRIPTION MANUFACTURER MODEL NUMBER W CW HW DESCRIP TION 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
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
2
A3.0
1
A3.0 3A3.0 4
5
A3.0
5
A3.0
6
A3.0
6
A3.0
B
B B B B B
B
A4.0
1
W1
W1
W1
W2
214 SF
LARGE OFFICE
6
80 SF
MECH.
7
93 SF
COPY
8
97 SF
BREAK
9
63 SF
RR
10
151 SF
KIM'S OFFICE
11
168 SF
CHELLE'S OFFICE
12
87 SF
4TH OFFICE
13
90 SF
ANISSA OFFICE
4
88 SF
NIKKI OFFICE
3
153 SF
TRACY'S OFFICE
5
103 SF
ENTRY
1
197 SF
HALL
2
1 2
A
B
W2
W2
W2
W2
1
2
3
TYP.
4 4 4
A
W2
1
5
7
10
11
12
13
71' - 2"
23' - 4 3/4"
A4.0
5
12' - 11"
10' - 0"
B C
1' - 0"
1' - 0"
SK2
TL
SK1
D
9
5
67 7
8
8
8 8
9
8
TYP.
8 TYP.
8 TYP.
8
8
TYP.
A5.1
10
A5.1
10
SIM.
6
LARGE OFFICE
MECH.
COPY BREAK RR KIM'S OFFICE
CHELLE'S OFFICE
4TH OFFICE ANISSA OFFICE NIKKI O