null  null
Portland, OR 97209
Fax: 503/224-7116
MULTICARE OCCUPATIONAL MEDICINE
MODIFIER
CALLOUT
CONCRETE
SHEET NUMBER
WALL TAG
1
STUD SIZE
ASSEMBLY
GROUP
?
EARTH
SIM
BUILDING SECTION
GLASS
A101
1
SIM
GYPSUM BOARD
A101
KEYNOTE
1
DOOR NUMBER REF DOOR SCH
DOOR TAG
101
4
A3.00
2
FINISH TAG
1t
CEILING MATERIAL
CEILING TAG
CEILING HEIGHT ABOVE
FINISHED FLOOR- ALL
CEILINGS 9'-0" UNLESS
OTHERWISE NOTED.
1t
9'-0"
Name
Elevation
INSULATION - RIGID
DRAWING NUMBER
4
A3.00
1 1/4"
ROOM TAG
(E) 98.75'
1
MASONRY - CONCRETE BLOCK
DIMENSION TO FACE OF
FRAMING, FACE OF
CONCRETE, GRID
LINE, OR AS NOTED.
1"
METAL - ALUMINUM
METAL - STEEL
CLEAR DIMENSION TO
FINISH FACE OR AS NOTED
SAND
NORTH ARROW
*WOOD - BLOCKING
PROJECT NORTH
(SEE CIVIL FOR TRUE
NORTH)
*WOOD - CONTINUOUS
DEMOLITION PLAN ARCHITECTURAL
P1.1
P2.1
P6.1
A1.00
A2.11
A2.40
A5.00
A5.01
A6.11
A9.00
A9.01
A9.02
MFIA, Inc. Consulting Engineers
2007 SW Ash Street
Portland, OR 97214
TEL: (503) 234-0548
FAX: (503) 234-0677
ATTN: Takako Baker, Project Manager
EMAIL: [email protected]
SITE PLAN
ENLARGED FLOOR PLAN
PARTITION TYPES AND DOOR SCHEDULE
INTERIOR ELEVATIONS
INTERIOR ELEVATIONS
REFLECTED CEILING PLAN
INTERIOR DETAILS
INTERIOR DETAILS
CASEWORK DETAILS
UNDERSLAB PLUMBING PLAN
PLUMBING PLAN
PLUMBING DETAILS, LEGENDS AND SCHEDULES
E0.0
E2.0
E3.0
E5.0
ELECTRICAL SYMBOLS & FIXTURE SCHEDULE
LIGHTING FLOOR PLAN
POWER FLOOR PLAN
ELECTRICAL DETAILS
-FINISHESF2.11
MFIA, Inc. Consulting Engineers
2007 SE Ash Street
Portland, OR 97214
TEL: (503) 234-0548
FAX: (503) 234-0677
ATTN: Ron Mart, Project Manager
EMAIL: [email protected]
ENLARGED FINISH PLAN
-EQUIPMENTQ2.01
98.75'
EQUIPMENT FLOOR PLAN
WOOD - FINISH
NEW SPOT ELEV
WOOD - PLYWOOD
-DEFERRED SUBMITTALS-
GENERAL NOTES
GAUGE
GALVANIZED
GRAB BAR
GLASS
GROUND
GRADE
GYPSUM
HOSE BIB
HOLLOW CORE
HARDWOOD
HARDWARE
HOLLOW METAL
HORIZONTAL
HEIGHT
INSIDE DIAMETER
INSULATION
INTERIOR
JANITOR
JOINT
LABORATORY
LAMINATE
LAVATORY
LIGHT
OVERALL
ON CENTER
OUTSIDE DIAMETER
OWNER FURNISHED, CONTRACTOR INSTALLED
OWNER FURNISHED, OWNER INSTALLED
OPENING
OPPOSITE
OVERFLOW ROOF DRAIN
2. DIMENSIONS TAKE PRECEDENCE OVER DRAWINGS. DO NOT SCALE DRAWINGS. NOTIFY THE
ARCHITECT OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH THE WORK.
RELOCATE
RADIUS
ROOF DRAIN
REFRIGERATOR
REFERENCE
REGISTER
REQUIRED
ROOM
ROUGH OPENING
SOUTH
SELF ADHERED MEMBRANE
SOLID CORE
SEAT COVER DISPENSOR
SOAP DISPENSER
SECTION
SHEET
SIMILAR
SANITARY NAPKIN DISPENSER
SANITARY NAPKIN RECEPTACLE
SPECIMIN PASS THROUGH
SQUARE
STAINLESS STEEL
STATION
STANDARD
STEEL
STRUCTURAL
SUSPENDED
SYMMETRICAL
TOWEL BAR
TOP OF CURB
TELEPHONE
TONGUE AND GROOVE
THICK
TOP OF PAVEMENT
TOILET PAPER DISPENSER
TELEVISION
TOP OF WALL
TYPICAL
(INCLUDED BUT NOT LIMITED TO...)
• FIRE SPRINKLER
• FIRE ALARM
3. CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTION MEANS AND METHODS.
4. CONTRACTOR IS RESPONSIBLE FOR VERIFICATION AND COORDINATION OF
SUBCONTRACTOR'S WORK, COMPLIANCE WITH THE DRAWINGS AND SPECIFICATIONS,
ACCURATE LOCATION OF STRUCTURAL MEMBERS, AND OPENINGS FOR MECHANICAL,
ELECTRICAL, AND MISCELLANEOUS EQUIPMENT.
5. CONTRACTOR SHALL VERIFY DIMENSIONS AND CLEARANCES FROM MANUFACTURER PRIOR
TO THE CONSTRUCTION AND INSTALLATION OF ALL EQUIPMENT, FURNISHINGS, AND
ACCESSORIES.
6. CONTRACTOR IS RESPONSIBLE FOR THE COMPLETE SECURITY OF THE SITE DURING
CONSTRUCTION AND UNTIL PROJECT COMPLETION.
7. CONTRACTOR SHALL LOCATE AND PROTECT EXISTING UTILITIES, WHETHER INDICATED IN
DRAWINGS OR NOT.
8. PROVIDE BACKING, BLOCKING, OR STRAPPING AS REQUIRED FOR GRAB BARS, SHELVING,
EQUIPMENT, HANDRAILS, ACCESSORIES, AND CABINETS.
9. COORDINATE LOCATIONS OF IN-WALL ITEMS TO AVOID BACK TO BACK INSTALLATION.
10. ALL SAFETY GLAZING SHALL BE PERMANENTLY LABELED WITH THE MANUFACTURER'S NAME
AND TEST APPROVAL INFORMATION.
11. SEE MECHANICAL AND ELECTRICAL DRAWINGS FOR ADDITIONAL ELECTRICAL AND
EQUIPMENT INFORMATION.
KEY PLAN - LAKEWOOD PAVILION
VICINITY MAP
ISSUE DATE:
1 0 0 th
100TH STREET SW
S T R E E T S. W .
01.18.2016
REVISIONS:
G
V
PROJECT
LOCATION
B
8"E
S89°02'2
R
ID
G
E
P
O
BR
ID
G
EP
O
RT
'
.8
99
83
R
T
W
11
3
5
5
5
UNDERWRITERS LABORATORY
UNFINISHED
11
5
3
8
8
18
15
14
14
VERTICAL
VESTIBULE
VERIFY IN FIELD
14
14
6
6
14
A
Y
14
14
10
6
W
AY
3
10
3
WEST
WITH
WATER CLOSET
WOOD
WITHOUT
WATERPROOF
WALL PROTECTION
WEATHER RESISTANT BARRIER
12
7
10
7
3
9
S6
0°5
1'03
"
E
65
.45
'
S5
30°902
.00''33" E
10
7
18
x
NORTH
NEW
NOT IN CONTRACT
1. CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS PRIOR TO
PROCEEDING WITH THE WORK.
FIRELANE -NOPARKING
MAXIMUM
MECHANICAL
MEMBRANE
MANUFACTURER
MANHOLE
MINIMUM
MIRROR
MISCELLANEOUS
MASONRY OPENING
MOUNTED
MULLION
NUMBER
NOT TO SCALE
69.
19'
FIRE ALARM
FLAT BAR
FLOOR DRAIN
FOUNDATION
FIRE EXTINGUISHER
FIRE EXTINGUISHER CABINET
FOIL FACED
FIRE HOSE CABINET
FINISH
FLOOR
FACE OF CONCRETE
FACE OF FINISH
FACE OF STUDS
FOOT OR FEET
FOOTING
FURRING
FUTURE
NO.
NTS
O
O.A.
O.C.
O.D.
OFCI
OFOI
OPNG
OPP
ORD
R
(R)
RAD
RD
REF
REFER
RGTR
REQ
RM
R.O.
S
S
SAM
SC
S.C.D
S.D.
SECT
SHT
SIM
S.N.D.
S.N.R.
S.P.T.
SQ
SST
STA
STD
STL
STRUCT
SUSP
SYM
T
T.B.
T.C.
TEL
T&G
THK
T.O.P.
T.P.D.
TV
T.O.W.
TYP
U
UL
UNF
V
VERT
VEST
V.I.F.
W
W
W/
W.C.
WD
W/O
WP
WPR
WRB
W
ELECTRICAL PANEL
EQUAL
EQUIPMENT
ELECTRIC WATER COOLER
EXPOSED
EXTERIOR
x
EP
EQ
EQP
EWC
EXP
EXT
F
F.A.
F.B.
F.D.
FDN
FE
FEC
FF
FHC
FIN
FL
F.O.C.
F.O.F.
F.O.S.
FT
FTG
FURR
FUT
G
GA
GALV
GB
GL
GND
GR
GYP
H
H.B.
HC
HDWD
HDWE
HM
HORIZ
HT
I
I.D.
INSUL
INT
J
JAN
JT
L
LAB
LAM
LAV
LT
M
MAX
MECH
MEMB
MFR
M.H.
MIN
MIR
MISC
M.O.
MTD
MUL
N
N
(N)
N.I.C.
SCOTT D COMBS
STATE OF WASHINGTON
-ELECTRICAL-
x
EAST
EXISTING
EACH
EXPANSION JOINT
ELECTRICAL
ELEVATION
EMERGENCY
ENCLOSURE
D2.01
REGISTERED
ARCHITECT
11095
-PLUMBING-
FIRELANE -NOPARKING
DOUBLE
DEPARTMENT
DRINKING FOUNTAIN
DETAIL
DIAMETER
DIMENSION
DISPENSER
DOWN
DRAWER
DOWNSPOUT
DRY STANDPIPE
DRAWING
-DEMOLITION-
-ARCHITECTURAL-
Clark/Kjos Architects
333 NW Fifth Avenue
Portland, OR 97209
TEL: (503) 224-4848
FAX: (503) 224-7116
ATTN: Scott Combs, Project Manager
EMAIL: [email protected]
HVAC FLOOR PLAN
MECHANICAL DETAILS, LEGENDS AND SCHEDULES
MECHANICAL CONTROLS
S29
°52'
53"
CABINET
CATCH BASIN
CERAMIC
CAST IRON
CORNER GUARD
CORNER GUARD FULL HEIGHT
CHAIR RAIL
CLOSET
CLEAR
CONTROL JOINT
CASED OPENING
COLUMN
CONCRETE
CONNECTION
CONSTRUCTION
CONTINUOUS
CORRIDOR
COUNTERSUNK
COUNTER
M2.1
M6.1
M6.3
. 5'
58
34
BOARD
BITUMINOUS
BUILDING
BLOCK
BLOCKING
BEAM
BOTTOM
BUMPER RAIL
GEN. NOTES, SYMBOL, ABBREV. & FINISH CODE
FIRE AND LIFE SAFETY
x
COPYRIGHT Clark Kjos Architects 2015
ACOUSTICAL
ACOUSTICAL TILE
AREA DRAIN
ADJUSTABLE
ABOVE FINISH FLOOR
AGGREGATE
ALUMINUM
APPROXIMATE
ARCHITECTURAL
ASBETOS
ASPHALT
G0.00
G1.00
x
A
ACOUS
ACT
A.D.
ADJ
AFF
AGGR
AL
APPROX
ARCH
ASB
ASPH
B
BD
BITUM
BLDG
BLK
BLKG
BM
BOT
BR
C
CAB
C.B.
CER
C.I.
CG
CGF
CHR
CLO
CLR
CJ
C.O.
COL
CONC
CONN
CONSTR
CONT
CORR
CTSK
CNTR
D
DBL
DEPT
D.F.
DET
DIA
DIM
DISP
DN
DWR
DS
D.S.P.
DWG
E
E
(E)
EA
EJ
ELEC
ELEV
EMER
ENCL
WIG Properties LLC
4811 134th Place Southeast
Bellevue, WA 98006
TEL: (425) 641-2044
FAX: (425) 865-8648
ATTN: David Behar
EMAIL: [email protected]
WOOD - PARTICLE BOARD
DRAWING REVISION
APPROXIMATELY
CENTERLINE
DIAMETER
ANGLE
PERPENDICULAR
Electrical:
Building Owner:
EXISTING SPOT ELEV
ABBREVIATIONS
±
CL
Ø
Mechanical/
Plumbing:
MASONRY - BRICK
3
Room name
ROOM NUMBER
INSULATION - SEMI
RIGID
INTERIOR ELEVATION
SHEET NUMBER
2
ELEVATION TAG
150 SF
INSULATION - BATT
1
WINDOW TYPE REF WINDOW SCH
WINDOW TAG
Architect:
INSULATION - ACOUSTICAL
DRAWING NUMBER
EXTERIOR ELEVATION
SHEET NUMBER
3
A-1
GRAVEL
WALL SECTION
Multicare Health System/
CB Richard Ellis
1901 S Union Avenue
Tacoma, WA 98405
TEL: (253) 219-5100
FAX: (253) 403-5249
ATTN: Leah Gendreau, Associate
Project Manager
EMAIL: [email protected]
FIRELANE -NOPARKING
A
A11
Owner:
N 01
°14'34"W
C
SIM
ASPHALT
PERMIT SET
1
A101
DRAWING NUMBER
-MECHANICAL-
5700 100th Street SW, Suite 500, Lakewood, Washington 98499
SURFACE SLOPE
-GENERAL-
FIRELANE -NOPARKING
1/4:12
SLOPE
PROJECT CONTACTS
MULTICARE OCCUPATIONAL MEDICINE
SYMBOLS AND FILL PATTERNS
333 NW 5th Ave.
Phone: 503/224-4848
5700 100th Street SW, Suite 500, Lakewood, Washington 98499
14
9
x
8
x
x
12
14
N 89° 46' 20" W
x
x
4
950. 75'
6°0 0
N8
0"
'4
W
x
x
x
x
x
x
x
x
x
x
x
3
AREA OF
WORK
30 .00
'
GEN. NOTES,
SYMBOL, ABBREV. &
FINISH CODE
G0.00
PROJECT NO.:
15033
5700 100TH STREET SW, SUITE 510
LAKEWOOD, WA 98499
OWNER:
MULTICARE HEALTH SYSTEM
CODES:
INTERNATIONAL BUILDING CODE 2012
NFPA 101- CHAPTER 38
2. SEE ELECTRICAL FOR EXIT SIGN
LOCATIONS
OCCUPANCY:
GROUP B
LEGEND
NUMBER OF STORIES: ONE
ROOM NAME
Occupancy Type
SQ.FT.
Occupancy Calc.
Occ / Sf
CONSTRUCTION TYPE: V-B
FIRE ALARM SYSTEM:
YES
ROOM OCCUPANCY TAG
ALLOWABLE SQUARE FOOTAGE: (TABLE 503)
ALLOWABLE SQUARE FOOTAGE FOR GROUP B (V-B) 9,000 SF
MODIFICATION FOR AUTOMATIC SPRINKLERS
+200%
TOTAL AREA ALLOWED
18,000 SF
1 HOUR WALL
2 HOUR WALL
ACTUAL SQUARE FOOTAGE: LEVEL 1 - 12,390 SF
3 HOUR WALL
FIRE SEPARATION DISTANCE: 0' NORTH & EAST, >20' WEST & SOUTH
4 HOUR WALL
MAXIMUM AREA OF EXTERIOR WALL OPENINGS:
UNPROTECTED, SPRINKLERED 0 TO LESS THAN 3'- NOT PERMITTED
30' OR GREATER- NOT REQUIRED
SMOKE PARTITION
12,390 SF / 100 SF/PCC = 124 OCC.
200 FT (300' W/ SPRINKLER)
SUITE SEPARATION
X'-X"
EGRESS TRAVEL DISTANCE
FIRE RESISTIVE RATINGS: (TABLE NO. 60I, 602 OF THE I.B.C.)
BUILDING ELEMENT (<5' SEPARATION)
STRUCTURAL FRAME
BEARING WALLS
EXTERIOR
INTERIOR
NON BEARING WALLS AND PARTITIONS
EXTERIOR (<10' FIRE SEPERATION DISTANCE)
EXTERIOR (>10' FIRE SEPERATION DISTANCE)
INTERIOR
FLOOR CONSTRUCTION
INCLUDING SUPPORTING BEAMS AND JOISTS
ROOF CONSTRUCTION
INCLUDING SUPPORTING BEAMS AND JOISTS
EXTERIOR DOORS AND WINDOWS
COMMON PATH OF EGRESS
TRAVEL
TYPE V-B
0 HOUR
SMOKE COMPARTMENT TRAVEL
DISTANCE
0 HOUR
0 HOUR
EXIT CORRIDOR
1 HOUR
0 HOUR
0 HOUR
EXIT PASSAGEWAY
SUITE
0 HOUR
0 HOUR
0 HOUR
FE
FIRE EXTINGUISHER
EXIT SIGN, ARROW(S) INDICATES
DIRECTION (IF SHOWN)
999
OCCUPANT EXIT LOAD
999
CUMULATIVE OCCUPANT EXIT
LOAD
HORIZONTAL EXIT
DOOR ASSEMBLIES:
20 MIN.
'S' LABEL AT CORRIDOR WALLS
60 MIN.
AT SPECIAL USE AREAS
90 MIN.
AT AREA SEPARATION WALLS
AREA OF WORK
71' 6"
18
FE
CLINIC
BUSINESS
12,440
100 SF / OCC
124
FE
FE
CLINIC
BUSINESS
3,590
100 SF OCC
36 OCC.
SCOTT D COMBS
STATE OF WASHINGTON
SMOKE BARRIER
MAX. COMMON PATH OF TRAVEL (1014.3): 75 FT (100' W/ SPRINKLER)
MAX. TRAVEL DISTANCE(1016.1):
REGISTERED
ARCHITECT
11095
ISSUE DATE:
5700 100th Street SW, Suite 500, Lakewood, Washington 98499
FULLY SPRINKLED
THIS RECORD DRAWING HAS BEEN PREPARED, IN PART, BASED
UPON INFORMATION FURNISHED BY OTHERS. WHILE THIS
INFORMATION IS BELIEVED TO BE RELIABLE, CLARK KJOS
ARCHITECTS ASSUMES NO RESPONSIBILITY FOR THE
ACCURACY OF THIS RECORD DRAWING OR FOR ANY ERRORS
OR OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO IT
AS A RESULT OF INCORRECT INFORMATION PROVIDED TO US.
THOSE RELYING ON THIS DRAWING ARE ADVISED TO OBTAIN
INDEPENDENT VERIFICATION OF ITS ACCURACY.
FIRE PROTECTION:
BUSINESS OCCUPANT LOAD:
Portland, OR 97209
Fax: 503/224-7116
ADDRESS:
1. THE CONTRACTOR SHALL BE
RESPONSIBLE FOR VERIFYING THAT ALL
TRADES ARE THOROUGHLY FAMILIAR AND
COMPLY WITH THE REQUIREMENTS
LISTED IN THE "FIRE AND LIFE SAFETY
STANDARDS" (FLSS).
333 NW 5th Ave.
Phone: 503/224-4848
MULTICARE LAKEWOOD CLINIC
RECORD DRAWINGS
CLARK KJOS ARCHITECTS, LLC
PROJECT NAME:
MULTICARE OCCUPATIONAL MEDICINE
COPYRIGHT 2015
GENERAL NOTES
CODE REVIEW FOR "AREA OF WORK"
01.18.2016
REVISIONS:
FE
FE
PERMIT SET
FE
WH
1/28/2016 9:54:02 AM
LEVEL 1 - FIRE / LIFE SAFETY PLAN
1/8" = 1'-0"
88' 6"
18
3
FIRE AND LIFE
SAFETY
G1.00
PROJECT NO.:
15033
Portland, OR 97209
Fax: 503/224-7116
COPYRIGHT 2015
GENERAL NOTES
1. CONTRACTOR SHALL VERIFY LIMITS OF
DEMOLITION WORK
333 NW 5th Ave.
Phone: 503/224-4848
CLARK KJOS ARCHITECTS, LLC
2. THIS DRAWING IDENTIFIES ONLY MAJOR
WORK FOR DEMOLITION AND REMOVAL. ALL
AREAS OF DEMOLITION SHALL BE CLEARED OF
ALL ITEMS MAJOR AND MINOR TO RECEIVE
INSTALLATION OF NEW CONSTRUCTION AND
FINISHES
3. SEE REFLECTED CEILING PLANS FOR WORK
THAT MAY IMPACT DEMOLITION
4. SEE MECHANICAL AND ELECTRICAL
DRAWINGS FOR ADDITIONAL DEMOLITION
INFORMATION.
5. CONTRACTOR SHALL VERIFY ALL EXISTING
DIMENSIONS, MEMBER SIZES AND CONDITIONS
PRIOR TO COMMENCING WORK. ALL
DIMENSIONS OF EXISTING CONSTRUCTION
ARE INTENDED AS GUIDELINES ONLY AND
MUST BE VERIFIED. REPORT ANY
DISCREPANCIES BETWEEN DIMENSIONS
FOUND IN FIELD AND DIMENSIONS ON
DRAWINGS TO ARCHITECT
6. LOCATE ALL WIRES, PIPES, UTILITIES,
STRUCTURAL MEMBERS, ETC. PRIOR TO ANY
DEMOLITION.
11095
REGISTERED
ARCHITECT
SCOTT D COMBS
STATE OF WASHINGTON
LEGEND
EXISTING PARTITION TO BE REMOVED
D.1
D.2
D.3
5
5
D.4
D.5
D.6
D.7
D.5
F
G
G
D.6
D.5
F.E.C.
F
D.5
RELOCATE LIGHT FIXTURE SEE
ELECTRICAL DRAWINGS
REMOVE DOOR AND SECTION OF
PARTITION UP TO NEW 8' HEADER
DEMO CASEWORK AND SINK AND
PLUMBING SEE PLUMBING DRAWINGS
REMOVE EXISTING FLOORING
COMPLETELY TO CONCRETE SLAB
REMOVE STOREFRONT DOOR
REMOVE SECTION OF STOREFRONT
FOR NEW DOOR OPENING
DEMO EXISTING BRANCH PANEL AND
ITS FEEDER BACK TO SOURCE METER
BANK. MARK CIRCUIT BREAKER AS
"SPARE", MAKING IT AVAILABLE FOR
RE-USE.
5700 100th Street SW, Suite 500, Lakewood, Washington 98499
-DEMOLITION KEYNOTES-
MULTICARE OCCUPATIONAL MEDICINE
EXISTING PARTITION
5' - 5"
D.1
D.2
D.4
D.3
F.E.C.
D.7
D.7
ISSUE DATE:
H
2
DEMOLITION - CEILING PLAN
1/8" = 1'-0"
REVISIONS:
1
DEMOLITION PLAN
1/8" = 1'-0"
PERMIT SET
H
01.18.2016
KEY PLAN
1/28/2016 9:53:42 AM
DEMOLITION PLAN
ARCHITECTURAL
D2.01
PROJECT NO.:
15033
Portland, OR 97209
Fax: 503/224-7116
COPYRIGHT 2015
GENERAL NOTES
1. SEE SHEET A2.40 FOR PARTITION TYPES.
CLARK KJOS ARCHITECTS, LLC
5
2. ALL PARTITIONS ARE TYPE A44 UNLESS
OTHERWISE NOTED.
3. ALL DIMENSIONS TO FACE OF STUD
UNLESS OTHERWISE NOTED.
AREA OF WORK
5. SEE FINISH PLAN FOR CORNER GUARD
LOCATIONS
-KEYNOTES-
A5.01
A.1
10' - 0 1/2"
21
200
F72
C
G
4
F72
3
2' - 8 1/2"
A.5
RECEPTION/WORK
203
205
EXAM 1
F.E.C.
P76
205
P76
ALIGN
5
F72
ALIGN
A5.00
3' - 8 1/2"
P74
202
7' - 9"
2' - 10"
215
SCALE
206
10' - 11"
483 SF
F72
105 SF
207
EXAM 2
11 SF
10
206
A.1
200
9
A9.00
G
C
10' - 11"
F72
A.1
TYP.
105 SF
A5.00
11
201
HALLWAY
13
PUBLIC TLT.
202
12
A5.00
25
A5.00
7
9
UDS WORK
14
4
201
281 SF
A5.00
A5.01
50 SF 2
1
3
215
242 SF
MA STATION
A.5
SPECIMEN TLT.
208
EXAM 3
233 SF
209
A5.01
105 SF
38 SF
A5.01
10
9
A5.01
22
ALIGN
8"
8"
P74
12
11
13
8
216
216
4' - 2"
7' - 6"
10' - 11"
209
G
A5.00
SPECIMEN TLT.
208
6' - 3"
4' - 8 1/2"
217
7' - 6"
10' - 11"
210
EXAM 4
214
F72
38 SF
217
210
5' - 0"
105 SF
213
218
6' - 3 1/2"
F72
5' - 0"
B.A.T.
PROVIDERS
PAT. TLT.
214
213
HALLWAY
212
211
P.O.C.T.
105 SF
158 SF
222A
SCOTT D COMBS
STATE OF WASHINGTON
29 SF
ALIGN
9' - 6"
51 SF
A.5
4' - 6"
20
A5.00
F72
F.E.C.
219
10' - 6"
222
223
AUDIOLOGY/
EXAM 6
219
A5.01
17
16
4' - 6"
ISSUE DATE:
221
REVISIONS:
8
104 SF
01.18.2016
A5.00
224
4' - 6 1/2"
22
148 SF
P74
24
MEDS
67 SF
21
112 SF
18
23
220
14' - 0"
18
17
F72
STORAGE
215 SF
A5.00
220
SOILED UTIL
A5.00
HALLWAY
F72
15
16
223
A.7
6' - 6"
228
P74
221
5' - 5"
5' - 9 1/2"
19
14
EXAM 5
225
5' - 5"
218
90 SF
15
128 SF
48 SF
EQUIPMENT
A5.01
A5.00
A.1
3' - 0"
10' - 11"
212
REGISTERED
ARCHITECT
WAITING
10 1/2"
136 SF
1
6' - 6"
F.E.C.
F
A5.00
2
11095
MULTICARE OCCUPATIONAL MEDICINE
A5.00
4' - 0"
INFILL CONCRETE SLAB - SEE
DETAILS
INFILL EXTERIOR OPENING
USING SITE-FORMED CONCRETE,
DOWELLED INTO EXISTING
TILT-UP CONCRETE WALL. #4
BAR AT 14" OC IN BOTH
DIRECTIONS
25' - 10"
204
10' - 0"
81 SF
A.7
5' - 3"
6
204
A.5
10 1/2"
F72
ALIGN
F72
MANAGER
NEW GYPSUM WALLBOARD AND
ACOUSTIC BATT INSULATION
OVER EXISTING FRAMING,
TYPICAL ENTIRE LENGTH OF
DEMISING WALL IN TENANT
SPACE
5700 100th Street SW, Suite 500, Lakewood, Washington 98499
16
A9.00
333 NW 5th Ave.
Phone: 503/224-4848
4. SEE MECHANICAL AND ELECTRICAL FOR
ADDITIONAL INFORMATION.
F72
A5.01
7
5
F72 STAFF TLT.
6
224
50 SF
H
P76
F72
9' - 0"
F72
226
A5.01
8' - 0"
8' - 6"
7' - 10"
20
KEY PLAN
P74
HOUSEKEEPING
SOILED HOLDING
F72
19
PERMIT SET
NEGATIVE AIR AND
DIRECT EXHAUST
F.E.C.
F72
225
226
F72
225
64 SF
59 SF
227
1/28/2016 9:53:16 AM
21' - 10"
ENLARGED FLOOR
PLAN
43' - 7"
1
LEVEL 1 - FLOOR PLAN
1/4" = 1'-0"
A2.11
PROJECT NO.:
15033
Portland, OR 97209
Fax: 503/224-7116
COPYRIGHT 2015
GENERAL NOTE
WHERE PARTITIONS ARE U.L. LISTED
ASSEMBLIES FOR PROPRIETARY
MANUFACTURERS, PROVIDE U.L. LISTED
ASSEMBLIES FOR ANY ALTERNATE
PRODUCTS INSTALLED.
DOOR SCHEDULE
200
201
202
204
205
206
208
209
210
212
213
214
215
216
217
218
219
220
221
223
224
225
226
227
228
200
201
202
204
205
206
215
209
210
212
213
214
215
216
217
218
219
220
221
223
224
225
226
222
211
ROOM NAME
WAITING
PUBLIC TLT.
HALLWAY
MANAGER
EXAM 1
EXAM 2
UDS WORK
EXAM 3
EXAM 4
EXAM 5
PAT. TLT.
PROVIDERS
UDS WORK
SPECIMEN TLT.
SPECIMEN TLT.
B.A.T.
AUDIOLOGY/ EXAM 6
SOILED UTIL
MEDS
STORAGE
STAFF TLT.
SOILED HOLDING
HOUSEKEEPING
HALLWAY
HALLWAY
4' - 0"
3' - 6"
4' - 0"
3' - 0"
3' - 6"
4' - 0"
3' - 6"
3' - 6"
3' - 6"
3' - 6"
4' - 0"
3' - 6"
4' - 0"
4' - 0"
3' - 6"
3' - 6"
4' - 0"
3' - 0"
3' - 0"
3' - 6"
3' - 6"
3' - 0"
3' - 0"
3' - 6"
4' - 0"
7' - 0"
7' - 0"
7' - 0"
7' - 0"
7' - 0"
7' - 0"
7' - 0"
7' - 0"
7' - 0"
7' - 0"
7' - 0"
7' - 0"
7' - 0"
7' - 0"
7' - 0"
7' - 0"
7' - 0"
7' - 0"
7' - 0"
7' - 0"
7' - 0"
7' - 0"
7' - 0"
7' - 0"
7' - 0"
EX.
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
EX.
SC
SC
SC
SC
SC
SC
SC
SC
SC
SC
SC
SC
SC
SC
SC
SC
SC
SC
SC
SC
SC
SC
MT
SC
WD
WD
WD
WD
WD
WD
WD
WD
WD
WD
WD
WD
WD
WD
WD
WD
WD
WD
WD
WD
WD
WD
WD
PT
WD
EX.
F1
F1
F1
F1
F1
F1
F1
F1
F1
F1
F1
F1
F1
F1
F1
F1
F1
F1
F1
F1
F1
F1
F1
F1
EX.
HM
HM
HM
HM
HM
HM
HM
HM
HM
HM
HM
HM
HM
HM
HM
HM
HM
HM
HM
HM
HM
HM
HM
HM
PT
PT
PT
PT
PT
PT
PT
PT
PT
PT
PT
PT
PT
PT
PT
PT
PT
PT
PT
PT
PT
PT
PT
PT
PT
01
02
03
04
05
05
15
05
05
05
06
15
07
08
09
15
05
10
11
15
12
10
10
14
13
1 HR.
WALL TYPE LEGEND
COMMENTS
GROUP
ASSEMBLY
RELOCATED DOOR
PRIVACY
AC
LOCKSET
LATCH
LATCH
LATCH
LATCH
LATCH
LATCH
PRIVACY
LATCH
AC
LATCH, CLOSER
LATCH, CLOSER
LATCH
LATCH
LATCH
TRILOGY LOCK
LATCH
LATCH
LATCH
LATCH
EXTERIOR DOOR, AC
AC, BADGE ON BOTH SIDES
C
WALL TAG
A
A11
P
T
STUD SIZE
MODIFIER(S)
GROUP
A=
F=
H=
P=
R=
S=
ACOUSTIC WALL (STC RATING)
FURRING WALL
SHAFT WALL, RATED (I.B.C. NUMBER)
PARTITION, NON-RATED
RATED FIRE BARRIER (I.B.C. NUMBER)
SMOKE PARTITION (I.B.C. NUMBER)
0=
1=
2=
3=
4=
5=
6=
7=
8=
1=
2=
3=
4=
5=
6=
7=
8=
9=
4' - 0"
7' - 1"
2"
FINISH FLOOR
F1
NON-RATED, FRAMING FULL HEIGHT,
FINISH FULL ONE SIDE, SEALANT
1-HOUR RATED, FIRE TAPE AND CAULK
2-HOUR RATED, FIRE TAPE AND CAULK
3-HOUR RATED, FIRE TAPE AND CAULK
45-49 STC RATING, INSULATION & SEALANT
50-53 STC RATING, RESILIENT CHANNELS,
INSULATION & SEALANT
63-64 STC RATING, RESILIENT CHANNELS,
INSULATION & SEALANT
FRAMING 6" ABOVE CEILING, FINISH 6"
ABOVE CEILING
FRAMING FULL HEIGHT, FINISH 6"
ABOVE CEILING
5/8" METAL FURRING CHANNELS
OVER EXISTING SUBSTRATE
2 1/2" METAL STUDS AT 16"O.C.
3 1/2" WOOD STUDS AT 16"O.C.
3 5/8" METAL STUDS AT 16"O.C.
5 1/2" WOOD STUDS AT 16"O.C.
6" METAL STUDS AT 16"O.C.
7 1/4" WOOD STUDS AT 16"O.C.
8" METAL STUDS AT 16"O.C.
DOUBLE PLUMBING WALL, DIM.
OUT-OUT, 3 5/8" STUDS AT 16"O.C.
MODIFIER
(SF) STORE FRONT
A=
C=
E=
L=
FINISH FLOOR
(F) FLUSH
P=
FRAME TYPES
DOOR TYPES
1/4" = 1'-0"
1/4" = 1'-0"
T=
S=
ACOUSTIC INSULATION & SEALANT
5/8" RESILIENT FURRING CHANNELS
EXISTING CONSTRUCTION
LEAD LINED GYPSUM BOARD PER
PHYSICIST REPORT
PLYWOOD UNDERLAYMENT, SHEAR
OR WALL REINFORCEMENT
TILE FINISH AREA: SUBSTITUTE
CEMENTITIOUS BACKER BOARD
SHEAR WALL
GENERAL NOTES
A. COORDINATE FRAME SIZES WITH WALL
THICKNESS AT NEW AND EXISTING
CONDITIONS
B. WINDOW SIZES SHOWN ARE GLASS OPENING
DIMENSIONS
ABBREVIATIONS
X
STRUCTURE
SEE ELEVATIONS
FOR TOP FINISH
UNDERSIDE OF DECKING
SEALANT
BRACE STUDS TO STRUCTURE- @
4'-0" O.C. ALTERNATING EACH WAY.
USE SAME GAUGE AS STUDS, MAX.
LENGTH 6'-0"
5/8" GWB
BASE- SEE FINISH SCHEDULE
1/4" DIAMETER THRUBOLTS
12" MAX.
SEE ELEVATIONS
CEILING - SEE ROOM FINISH
SCHEDULE AND RCP FOR HEIGHT
AND FINISH
6"
6"
METAL FRAMING
G.W.B. BOTH SIDES
3" x 3" x 1/4" STEEL ANGLE
WELDED TO STEEL PLATE
AT THE FLOOR
AC
ACCESS CONTROL SYSTEM DEVICE
AL
ALUMINUM
FF
FACTORY FINISH
GL
GLASS
GL.X1
LEAD X-RAY GLASS
HM
HOLLOW METAL
MFR
MANUFACTURER
MTL
METAL
PT
PAINT
SC
SOLID CORE
SGF
SOLID GROUT FRAME
SMOKE
S LABEL (SMOKE LABEL)
WD
WOOD
5/8" GWB
SHEET NOTES
CEILING - SEE ROOM FINISH
SCHEDULE AND RCP FOR HEIGHT
AND FINISH
CEILING - SEE ROOM FINISH
SCHEDULE AND RCP FOR HEIGHT
AND FINISH
1 LAYER 5/8" GWB
ACOUSTIC INSULATION
1. SLIDING DOOR ASSEMBLY: AURORA
SLIDER DOOR SYSTEM BY GOLDFINCH
BROTHERS (425) 258-4662. TOP HUNG
SYSTEM WITH INTEGRATED JAMB & METAL
VALANCE AND CONCEALED SLIDE.
STANDARD HARDWARE WITH PULLS EACH
SIDE OF DOOR. STANDRAD FINISHES.
PROVIDE OPTIONAL SOFT-GLIDE CLOSER.
44" MIN. CLEAR OPENING.
6"
3"
METAL STUDS
@ 16" O.C.
DEFLECTION HEAD: RUNNER TRACK
ANCHORED TO STRUCTURE.
DO NOT ATTACH TO VERTICAL STUD
11095
REGISTERED
ARCHITECT
ASSEMBLY
STUD SIZE
2"
333 NW 5th Ave.
Phone: 503/224-4848
MARK
SIZE
HARD
WARE
HEIG
MATERI
FIRE
AL
WIDTH HT TYPE
FINISH TYPE MATERIAL FINISH RATING TYPE
SCOTT D COMBS
STATE OF WASHINGTON
ISSUE DATE:
5700 100th Street SW, Suite 500, Lakewood, Washington 98499
ROOM
NUMBER
FRAME
MULTICARE OCCUPATIONAL MEDICINE
CLARK KJOS ARCHITECTS, LLC
DOOR
01.18.2016
REVISIONS:
BASE- SEE FINISH SCHEDULE
2. BADGE READERS TO BE OWNERPROVIDED, OWNER-INSTALLED.
COORDINATE HARDWARE AND
ELECTRICAL/LOW VOLTAGE
CONNECTIONS.
BASE- SEE FINISH SCHEDULE
5/8" EXPANSION BOLT
SECTION
SECTION
MASONRY, EXISTING WALL, OR
STRUCTURE- SEE DRAWINGS
12" x 3 1/2" x 3/8"
STEEL PLATE
SECTION
SEALANT
METAL FRAMING
METAL FRAMING
5/8" GWB
5/8" GWB
X
PERMIT SET
X
X
BASE PER FINISH SCHEDULE
1/28/2016 9:53:19 AM
PLAN
5/8" GWB
PLAN
METAL FRAMING
F72
X = 3 1/8"
F74
X = 4 1/4"
P04
F76
X = 6 5/8"
P06
4
FURRING WALL
1 1/2" = 1'-0"
3
PLAN
P72
X = 3 3/4"
X = 4 7/8"
P74
X = 4 7/8"
A44
X = 4 7/8
X = 7 1/4"
P76
X = 7 1/4"
A46
X = 7 7/8"
PONY WALL
1 1/2" = 1'-0"
2
PARTITION WALL
1 1/2" = 1'-0"
1
ACOUSTIC INSULATION
PARTITION TYPES
AND DOOR
SCHEDULE
STC = 45-49
GA FILE NO. WP 1072
ACOUSTIC WALL 46 STC RATING
1 1/2" = 1'-0"
A2.40
PROJECT NO.:
15033
Portland, OR 97209
Fax: 503/224-7116
COPYRIGHT 2015
GENERAL NOTES
CLARK KJOS ARCHITECTS, LLC
1. CABINETMAKER SHALL COORDINATE WITH
OTHER TRADES, VENDORS AND
OWNER FOR ITEMS INSTALLED IN AND
AROUND CABINETRY
11
A9.00
A9.00
8
8
SS-5
A9.00
7
SS-5
7
A9.00
PL-7
I.2
SS-5
A9.00
A9.00
8
7
P-2
PL-7
PL-7
SS-5
A9.00
P-2
PL-7
A9.00
8
A9.02
I.2
4. COORDINATE MOUNTING HEIGHTS FOR ALL
SIGNAGE, EQUIPMENT AND FIXTURES WITH
STANDARD MOUNTING HEIGHT DRAWING.
3' - 0"
MP
PRT
3. SEE DETAIL SHEETS FOR TYPICAL
CABINETRY CONSTRUCTION DETAILS
A9.00
PR
MP
I.3
9
PL-7
I.2
SS-5
2. GROMMETS AND ELECTRICAL OUTLETS:
INSTALL GROMMETS IN COUNTERTOPS FOR
ALL UNDERCOUNTER OUTLETS AS
FOLLOWS:
1 1/2" DIA. GROMMET FOR UP TO 2
OUTLETS
2 1/2" DIA. GROMMET FOR UP TO 4
OUTLETS
1' - 11"
5. PRIOR TO COVERING WALL, BACKING SHALL
BE PROVIDED TO ACCOMODATE ALL HUNG
ITEMS AND ACCESSORIES CALLED FOR ON
THE CONSTRUCTION DOCUMENTS. SUCH
ITEMS CONSIST OF, BUT ARE NOT LIMITED
TO: UPPERCASE CABINETS, STORAGE
SHELVING, TELEVISIONS, COMPUTER
MONITORS, LAVATORY ACCESSORIES, AND
FUTURE INSTALLATION OF GRAB BARS AT
THE SIDES OF WATER CLOSETS.
1' - 11"
10' - 2 1/2"
4
RECEPTION (E)
3
3/8" = 1'-0"
RECEPTION-CHECKOUT (S)
2
3/8" = 1'-0"
CHECK-IN (W)
1
3/8" = 1'-0"
333 NW 5th Ave.
Phone: 503/224-4848
11
4' - 0"
P-1
WAITING (E)
3/8" = 1'-0"
4 EQ @ 11' - 3"
11095
REGISTERED
ARCHITECT
SCOTT D COMBS
STATE OF WASHINGTON
6. ALL VERTICAL P-LAM IS TO BE PL-4
6
A9.02
A9.00
A9.02
14
2' - 3"
7
RB-1
10' - 0"
I.2
-EQUIPMENT LEGENDSHR
AB
EW
GLD
HK
IB
MP
2 EQ @ 5' - 8"
2' - 3"
MA STATION (E)
8
3/8" = 1'-0"
MA STATION (N)
7
3/8" = 1'-0"
MA STATION (W)
6
3/8" = 1'-0"
RECEPTION-WORK (N)
CHECK-OUT (N)
5
3/8" = 1'-0"
PASS
3/8" = 1'-0"
PR
PRT
PTD
REF-R
SC
SD
SHP
SHR
5 EQ @ 13' - 5 1/2"
2 EQ @ 4' - 0"
6
I.4
12
6
A9.02
A9.02
2' - 6"
2' - 6"
A9.02
4
IB
3' - 0"
PRT
I.3
3' - 4"
I.3
SHR
SS-2
OPEN
2' - 0"
5 EQ @ 13' - 6"
14
MA WORK (E)
13
3/8" = 1'-0"
2' - 6"
TYP. EXAM (E)
12
3/8" = 1'-0"
HK
SD GLD
I.3
3' - 4"
I.3
3' - 4"
3' - 0"
1' - 6"
SHP
PR
A9.02
PTD
PL-7
4' - 11"
1' - 6"
I.2
TYP. EXAM (S)
11
3/8" = 1'-0"
TYP. EXAM (W)
10
3/8" = 1'-0"
2' - 6"
2' - 0"
TYP. EXAM (N)
3/8" = 1'-0"
2 EQ @ 4' - 0"
12
I.4
I.3
3' - 0"
I.3
SD
3' - 4"
3' - 4"
3' - 4"
AB
3' - 4"
A9.02
PTD
1' - 6"
AB
2' - 0"
6
AUDIOLOGY BOOTH (OFOI)
EYEWASH (CFCI)
GLOVE DISPENSER (OFCI)
COAT HOOK (CFCI)
INSTRUMENT BOARD (OFCI)
MOBILE PEDASTAL DRAWER UNIT
(OFOI)
SPECIMEN PASS-THRU DOOR
(CFCI)
PRINTER (OFOI)
PRINTER TABLE (OFOI)
PAPER TOWEL DISPENSER (CFCI)
REFRIGERATOR - RFID (OFOI)
SCALE (OFOI)
SOAP DISPENSER (OFCI)
SHARPS CONTAINER (OFCI)
SHREDDING CONTAINER (OFOI)
2' - 6"
2' - 6"
A9.02
2' - 6"
CORIAN SPLASH SHIELD
TACKBOARD
WALL PROTECTION
P-LAM SOFFIT
A9.00
8"
RB-1
PL-7
I.2
2' - 6"
PL-1
PL-7
A9.00
PL-5
3' - 6"
1' - 7"
SC
SS-5
8
SS-5
PL-7
3' - 6"
5' - 0"
A9.02
A9.02
PL-5
9
A9.02
1' - 0"
13
13
I.1
I.2
I.3
I.4
3' - 0"
SS-5
4
14
1' - 6"
A9.00
2' - 6"
5
5700 100th Street SW, Suite 500, Lakewood, Washington 98499
-KEYNOTES-
MULTICARE OCCUPATIONAL MEDICINE
I.4
2' - 0"
2' - 0"
5' - 0"
ISSUE DATE:
19
B.A.T. (S)
18
3/8" = 1'-0"
AUDIOLOGY / EXAM #6 (E)
17
3/8" = 1'-0"
AUDIOLOGY / EXAM #6 (S)
3/8" = 1'-0"
5 EQ @ 12' - 8"
5 EQ @ 15' - 5"
16
3' - 6"
AUDIOLOGY / EXAM #6 (W)
3/8" = 1'-0"
15
AUDIOLOGY / EXAM #6 (N)
01.18.2016
REVISIONS:
3/8" = 1'-0"
3' - 0"
3 EQ @ 7' - 1 1/2"
PERMIT SET
SS-2
SS-2
PTD
SD
PASS
SS-2
PTD
SD
2' - 0"
SS-2
I.1
1' - 6"
PL-7
I.2
2' - 0"
I.2
2' - 0"
PL-7
1' - 6"
SS-2
2' - 0"
I.1
2' - 6"
2' - 0"
2' - 0"
2' - 6"
I.4
EW
1/28/2016 9:53:28 AM
15' - 5"
25
UDS WORK (W)
3/8" = 1'-0"
3' - 2 1/2"
24
MEDS (E)
3/8" = 1'-0"
1' - 7"
1' - 7"
2' - 6 1/2"
OPEN
2' - 4"
2' - 6 1/2"
23
MEDS (S)
3/8" = 1'-0"
22
SOILED UTILITY (S)
3/8" = 1'-0"
21
SOILED UTILITY (W)
3/8" = 1'-0"
20
OPEN
2' - 4 1/2"
POCT (N)
3/8" = 1'-0"
2' - 4 1/2"
2' - 4 1/2"
3' - 0"
3' - 0"
OPEN
3' - 0"
OPEN
3' - 0"
OPEN
3' - 0"
OPEN
3' - 0"
2' - 5"
REF-R
INTERIOR
ELEVATIONS
A5.00
PROJECT NO.:
15033
Portland, OR 97209
Fax: 503/224-7116
COPYRIGHT 2015
1. CABINETMAKER SHALL COORDINATE WITH
OTHER TRADES, VENDORS AND
OWNER FOR ITEMS INSTALLED IN AND
AROUND CABINETRY
2' - 6"
2' - 0"
1' - 9"
T-2
PL-2
4' - 0"
STAFF TOILET (N)
7
3/8" = 1'-0"
STAFF TOILET (W)
6
3/8" = 1'-0"
T-2
2' - 9"
3. SEE DETAIL SHEETS FOR TYPICAL
CABINETRY CONSTRUCTION DETAILS
TPD SND
4. COORDINATE MOUNTING HEIGHTS FOR ALL
SIGNAGE, EQUIPMENT AND FIXTURES WITH
STANDARD MOUNTING HEIGHT DRAWING.
6"
T-2
T-2
T-2
SCD
2' - 9"
T-2
SD
6"
SNDTPD
PTD
6"
7' - 0"
2' - 9"
4' - 6"
SCD
2' - 9"
SD
4' - 6"
5' - 0"
PTD
T-3
MIR
6"
MIR
3' - 0"
PL-2
8
2. GROMMETS AND ELECTRICAL OUTLETS:
INSTALL GROMMETS IN COUNTERTOPS FOR
ALL UNDERCOUNTER OUTLETS AS
FOLLOWS:
1 1/2" DIA. GROMMET FOR UP TO 2
OUTLETS
2 1/2" DIA. GROMMET FOR UP TO 4
OUTLETS
7' - 6"
STAFF TOILET (S)
5
3/8" = 1'-0"
1' - 2"
STAFF TOILET (E)
4
3/8" = 1'-0"
PUBLIC TOILET (N)
3
3/8" = 1'-0"
PUBLIC TOILET (S)
2
3/8" = 1'-0"
333 NW 5th Ave.
Phone: 503/224-4848
CLARK KJOS ARCHITECTS, LLC
GENERAL NOTES
PUBLIC TOILET (W)
PUBLIC TOILET (E)
1
3/8" = 1'-0"
3/8" = 1'-0"
2' - 3"
5. PRIOR TO COVERING WALL, BACKING SHALL
BE PROVIDED TO ACCOMODATE ALL HUNG
ITEMS AND ACCESSORIES CALLED FOR ON
THE CONSTRUCTION DOCUMENTS. SUCH
ITEMS CONSIST OF, BUT ARE NOT LIMITED
TO: UPPERCASE CABINETS, STORAGE
SHELVING, TELEVISIONS, COMPUTER
MONITORS, LAVATORY ACCESSORIES, AND
FUTURE INSTALLATION OF GRAB BARS AT
THE SIDES OF WATER CLOSETS.
11095
REGISTERED
ARCHITECT
SCOTT D COMBS
STATE OF WASHINGTON
8"
OPEN
E.3
E.4
4' - 6"
TPD-S
4' - 6"
2' - 10"
2' - 10"
4' - 6"
4' - 6"
SH-M
I.2
4' - 2 1/2"
15
PROVIDERS (E)
14
3/8" = 1'-0"
PROVIDERS (S)
3/8" = 1'-0"
13
NEW HORIZONTAL MULLIONS
INSTALL NEW SPANDREL GLASS
PANEL
INSTALL NEW GLAZED PANEL
INSTALL RELOCATED
STOREFRONT DOOR, MODIFY
STOREFRONT SYSTEM AS
REQUIRED
TACKBOARD
5' - 0"
3"
SPECIMEN TOILET SINK
3/8" = 1'-0"
22
SPECIMEN TOILET SINK (E)
SPECIMEN TOILET (N)
12
3/8" = 1'-0"
3/8" = 1'-0"
11
SPECIMEN TOILET (W)
3/8" = 1'-0"
10
SPECIMEN TOILET (E)
3/8" = 1'-0"
9
SPECIMEN TOILET (S)
3/8" = 1'-0"
-EQUIPMENT LEGENDMIR
PTD
SCD
SD
SH-M
SND
1' - 0" 1' - 0"
TPD
TPD-S
PL-2
4' - 0"
4' - 0"
PL-2
2' - 0"
20
HOUSEKEEPING (N)
3/8" = 1'-0"
19
HOUSEKEEPING (E)
18
3/8" = 1'-0"
STORAGE (N)
17
3/8" = 1'-0"
STORAGE (E)
16
3/8" = 1'-0"
STORAGE (S)
3/8" = 1'-0"
MIRROR (CFCI)
PAPER TOWEL DISPENSER (CFCI)
SEAT COVER DISPENSER (CFCI)
SOAP DISPENSER (OFCI)
METAL SHELF (CFCI)
SANITARY NAPKIN DISPENSER
(CFCI)
TOILET PAPER DISPENSER (CFCI)
SECURE TOILET PAPER
DISPENSER (CFCI)
ISSUE DATE:
5700 100th Street SW, Suite 500, Lakewood, Washington 98499
SD
8"
PTD
E.1
E.2
SS-5
3' - 6"
I.2
I.2
2' - 2"
SS-5
-KEYNOTES-
PL-2
PL-2
MULTICARE OCCUPATIONAL MEDICINE
1' - 8"
2' - 6"
2' - 6"
6. ALL VERTICAL P-LAM IS TO BE PL-4
01.18.2016
E.3
E.3
E.2
E.1
E.1
E.1
E.3
E.3
E.2
E.1
E.1
E.1
PERMIT SET
4' - 7"
2' - 11"
REVISIONS:
1/28/2016 9:53:32 AM
2' - 6"
E.4
21
EXTERIOR ELEVATION
3/8" = 1'-0"
INTERIOR
ELEVATIONS
A5.01
PROJECT NO.:
15033
COPYRIGHT 2015
Portland, OR 97209
Fax: 503/224-7116
GENERAL NOTES
1. ALL CEILING HEIGHTS ARE RELATIVE TO
TOP OF SLAB OR SUBFLOOR, U.N.O.
5
CLARK KJOS ARCHITECTS, LLC
2. SEE ELECTRICAL AND MECHANICAL PLANS
FOR LOCATIONS OF FIXTURES AND
EQUIPMENT.
AREA OF WORK
3. FIELD VERIFY EXISTING CEILING LAYOUTS
PRIOR TO ANY WORK.
5. INSTALL BLOCKING AND BACKING FOR
WINDOW COVERING TRACKS.
50 PERCENT DIMMABLE
6. REMOVE EXISTING CEILINGS WHERE NEW
CEILINGS ARE SHOWN TO BE INSTALLED.
1' - 0"
1' - 0"
7. FOR TOP OF WALL DETAILS AND HEIGHT OF
GYP BOARD ON WALLS, SEE PLANS,
PARTITION TYPES, AND DETAILS.
EQ
RECEPTION/WORK
203
4
204
8. RECESSED FIXTURES ARE TO MAINTAIN
RATINGS WHERE LOCATED IN RATED
CEILING ASSEMBLIES.
A9.01
ACT-2
9' - 0"
ACT-2
9' - 0"
A9.01
EQ
ACT-2
9' - 0"
4
LEGEND
205
ACT-2
9' - 0"
WAITING
CEILING MATERIAL
200
ACT-2
10' - 0"
GWB
7' - 6"
A9.01
EXAM 1
1t
9'-0"
CEILING TAG
CEILING HEIGHT
GYPSUM BOARD CEILING
5
-0
"
1' - 0"
A9.01
9'
ACT-2: "2x4"
4
A9.01
HALLWAY
GWB
9' - 0"
ALIGN
202
EXAM 2
A9.01
2 x 4 DROP-IN FIXTURE
GWB
7' - 6"
7
206
RECESSED DOWNLIGHT
A9.01
HALLWAY
ACT-2
9' - 0"
4
EQ
50 PERCENT DIMMABLE
TYP. IN ALL EXAM
ROOMS
WALL MOUNTED LINEAR
DIRECT/INDIRECT
202
PUBLIC TLT.
201
ACT-2
10' - 0"
215
208
SUSPENDED LINEAR
LIGHTING
ACT-2
8' - 0"
UDS WORK
MA STATION
UNDERCABINET LIGHT
SPECIMEN TLT.
EXAM 3
ACT-2
9' - 0"
209
EQ
ACT-2
9' - 0"
ACT-2
9' - 0"
EQ
216
GWB
8' - 0"
EXIT SIGN
-KEYNOTES-
7
A9.01
ALIGN
SPECIMEN TLT.
217
G
EXAM 4
GWB
8' - 0"
210
ACT-2
9' - 0"
PROVIDERS
214
PAT. TLT.
B.A.T.
213
ACT-2
9' - 0"
ACT-2
9' - 0"
218
ACT-2
9' - 0"
EXAM 5
212
P.O.C.T.
ACT-2
9' - 0"
GWB
8' - 0"
222A
8' - 0"
8'
0"
4
5
ACT-2
A9.01
A9.01
9' - 0"
5
STORAGE
A9.01
223
AUDIOLOGY/
EXAM 6
SCOTT D COMBS
STATE OF WASHINGTON
EQ
GWB
7' - 6"
F
REGISTERED
ARCHITECT
5700 100th Street SW, Suite 500, Lakewood, Washington 98499
5
11095
MULTICARE OCCUPATIONAL MEDICINE
MANAGER
333 NW 5th Ave.
Phone: 503/224-4848
4. SUSPENSION SYSTEMS FOR NEW AND
EXISTING SUSPENDED GYPSUM BOARD
CEILINGS SHALL BE MODIFIED TO FRAME
AROUND CEILING INSTALLED ITEMS. SEE
MECHANICAL AND ELECTRICAL DRAWINGS.
SOILED UTIL
MEDS
220
221
ACT-2
9' - 0"
ISSUE DATE:
01.18.2016
REVISIONS:
219
ACT-2
ACT-2 9' - 0"
9' - 0"
STAFF TLT.
ACT-2
9' - 0"
ACT-2
9' - 0"
224
ACT-2
8' - 0"
H
HOUSEKEEPING
225
226
ACT-2
8' - 0"
KEY PLAN
PERMIT SET
SOILED HOLDING
ACT-2
8' - 0"
1/28/2016 9:53:35 AM
REFLECTED CEILING
PLAN
1
LEVEL 1 - REFLECTED CEILING PLAN
1/4" = 1'-0"
A6.11
PROJECT NO.:
15033
Portland, OR 97209
Fax: 503/224-7116
COPYRIGHT 2015
REFER TO PLAN
MULLION MATE
CLOSURE SYSTEM
COUNTER SINK FINISHING
NAILS, FILL HOLES TO MATCH
WOOD
1'-1"
METAL WRAP FORM
6'-0"
1'-1"
FOR P-TYPE
HIDDEN METAL
BRACKET
1"
14
A9.00
GASKET WITH
ADHESIVE, BOTH
SIDES
P-LAM
4"
11
7
1" = 1'-0"
(12" *)
3
1" = 1'-0"
42"
WOOD CAP
3" = 1'-0"
5'-0"
2' - 2"
GL-4 (1/2" THICK)
6"
CLEAR FLOOR SPACE AT WATER CLOSETS
DIVIDER PANEL - GLASS END
SILL PLATE
3" = 1'-0"
EXTEND
CORIAN SILL
INTO POCKET
1' - 2"
GL-4(1/2" THICK)
48"
2' - 3"
1' - 11"
METAL KNEE BRACE
2' - 5"
EXTERIOR WALL
3 5/8" MEATL STUD
EACH SIDE - TYP.
RECEPTACLE SEE ELEVATIONS
RUBBER GASKET EACH SIDE
EXISTING
A9.00
11
A9.00
30"
3 x 3 3/16" T.S. POST
48"
4"
1' - 3"
5
TYPICAL FORWARD
APPROACH
TYPICAL PARALLEL
APPROACH
3/4" PLYWOOD, TYP.
GYPSUM BOARD
NOTE:
TYPICALLY A CLEAR FLOOR SPACE OF 30"x48" (FORWARD OR
PARALLEL APPROACH) IS REQUIRED AT ALL WORK SURFACES,
LAVATORIES / SINKS, APPLIANCES AND EQUIPMENT. CONSULT
THE ARCHITECT W/ RESTRICTIVE FIELD CONDITION ISSUES.
P-LAM - SEE
ELEVATIONS
1/2" VENEER PLYWOOD
5/8" EXPANSION BOLT
STAINLESS STEEL
BASE
4"
SPACER
6"
30"
12
SOLID SURFACE SEE ELEVATIONS
6"
30"
3"
8
3" = 1'-0"
RECEPTION DESK- HIGH COUNTER
1" = 1'-0"
4
WALL STIFFENER - PLAN
1 1/2" = 1'-0"
30"
3" = 1'-0"
DIVIDER PANEL - GLASS SILL
15"
MAX.
13
48"
PARTITION AT MULLION
24"
MAX
48"
16
FORWARD APPROACH
IN ALCOVE
PARALLEL APPROACH
IN ALCOVE
30" 6"
FORWARD APPROACH
IN ALCOVE
LINE OF CASEWORK
BELOW COUNTER
4"
FACE OF GYP
3"
12" x 3-1/2" x 3/8"
STEEL PLATE
10 1/2"
1
3"
EXISTING TILT-UP
CONCRETE WALL
SEAT WALL
CONTROL WALL
ALIGNED
3' - 0"
3"
REVEAL - PAINT ALL SIDES
BLACK
30"
1"
SPACER
48"
17"-25"
MAX.
5/8" EXPANSION BOLT
30"
1/4"
1/4"
4"
4"
MIN
1 3/4"
SOLID WOOD END CAP
3' - 0"
FACE OF GYP
SLAB ON GRADE W/
FIBROUS REINF.
PARALLEL APPROACH
IN ALCOVE
FASTEN FRAMING TO
TUBE STEEL POST
1/2" VENEER PLYWOOD
12"
30"
TOE -KICK ALINGED
WITH FACE OF GYP.
#4 CONT. AT EDGE
OF INFILL
``
X" > 24"
48"
SOLID SURFACE
COUNTER
(E) SLAB ON GRADE
48"
3 x 3 x 3/16" T.S. POST
BEYOND
X" > 15"
2' - 2"
#4 x 2'-6" @ 18" O.C.
EPOXY DOWEL EMBED 5"
REGISTERED
ARCHITECT
LAV OUTSIDE
CLEARANCE
SOLID WOOD END CAP
RUBBER GASKET EACH SIDE
11095
SCOTT D COMBS
STATE OF WASHINGTON
NO FIXTURES ALLOWED
WITHIN THIS AREA OTHER
THAN TOILET AND TOILET
ACCESSORIES
18"
RECEPTION DESK - LOW COUNTER
24"
4'-8"
3" = 1'-0"
RECEPTION DESK- DIVIDER
22"
PARTITION AS SCHEDULED
STAINLESS STEEL
BASE
2' - 2"
PARTITION CLOSURE AT MULLION
* MIN. IF CLOSER IS
PROVIDED
MANEUVERING CLEARANCES AT SWINGING DOORS
2"
15
* MIN. IF BOTH CLOSER AND
LATCH ARE PROVIDED
CORNER BEAD
3/4" PLYWOOD,
TYP.
2'-5"
(12" *)
1/8" SHIM - PAINT BLACK
RECEPTACLE SEE ELEVATIONS
2'-5"
(E) STOREFRONT
MULLION
* MIN. IF BOTH CLOSER AND
LATCH ARE PROVIDED
333 NW 5th Ave.
Phone: 503/224-4848
1x PLAIN SAWN SOLID MAPLE
TRIM - EDGE TO BE FLUSH WITH
GYP PARTITION
1'-4 1/2"
48"
CLEAR FLOOR SPACE
AT LAVATORIES
2
FLOOR SLAB
5700 100th Street SW, Suite 500, Lakewood, Washington 98499
A9.00
* MIN. IF CLOSER IS
PROVIDED
MULTICARE OCCUPATIONAL MEDICINE
13
24"
* ALT. OPTION OF
CLEARANCE REQ'D.
42" (48" *)
SOLID
SURFACE SEE
ELEVATIONS
A9.00
48"
2'-3"
12
36" (42" *)
48" (54" *)
18"
42" (48" *)
CLARK KJOS ARCHITECTS, LLC
60"
60" (54" *)
3"
3'-9"
CLEAR FLOOR SPACE
AT SHOWER
CLEAR FLOOR SPACE
17
TYPICAL NEW/EXISTING SLAB ON GRADE CONN.
1 1/2" = 1'-0"
14
DIVIDER PANEL - END REVEAL
3" = 1'-0"
9
RECEPTION PLAN DETAIL
5
1 1/2" = 1'-0"
WALL STIFFENER - SECTION
1
1 1/2" = 1'-0"
TYPICAL ADA CLEARANCES
1/4" = 1'-0"
ISSUE DATE:
01.18.2016
REVISIONS:
SEE PLAN FOR WALL TYPE
2"
SEE PLAN FOR WALL TYPE
2"
WRAP AROUND BACK SIDE OF CABINET AT
RATED WALLS
1 1/2"
PLAN
1/2" PLYWOOD
1/28/2016 9:53:36 AM
SOLID SURFACE
PER CABINET MFR.
4 1/2"
DIVIDER
8"
1'-0"
SOLID SURFACE
FIRE EXTINGUISHER CABINET
10
RECEPTION - HIGH COUNTER PLAN
1" = 1'-0"
PERMIT SET
PER CABINET MFR.
PER CABINET MFR.
6
CORNER GUARD
6" = 1'-0"
2
FIRE EXTINGUISER CABINET
1 1/2" = 1'-0"
INTERIOR DETAILS
SECTION
A9.00
PROJECT NO.:
15033
Portland, OR 97209
Fax: 503/224-7116
COPYRIGHT 2015
CLARK KJOS ARCHITECTS, LLC
HORIZONTAL RESTRAINT, FOUR WIRES WITHIN 2" OF
INTERSECTION AND SPLAYED 90 DEGREES APART @ 45
DEGREE ANGLES.
200 LB. MIN CONNECTION STRENGTH
8"
(MAX)
B OR P
B
B
B
B
B
B
WALL
MAX.
B
0' - 8"
UNATTACHED WALL
MAX SLOPE FROM
VERTICAL
B
6
12 GA VERTICAL HANGER
WIRE
B
CONNECTION DEVICE TO STRUCTURE
ABOVE MUST SUPPORT 100 LBS. MIN
90.00°
B
45.
00°
4' - 0"
3/4"
(MIN)
12 GA VERTICAL HANGER WIRE
4' - 0"
ATTACHED WALL
1
00°
45.
UNATTACHED WALL
333 NW 5th Ave.
Phone: 503/224-4848
4' - 0"
STRUCTURE ABOVE
HANGER PER DETAIL D
SPREADER BAR
1"
(MIN)
4' - 0"
B
MAIN AND CROSS TEE AT WALL
B
NTS
11095
COMPRESSION STRUT
RIVET AT 2 ADJACENT WALLS- NONE AT
OPPOSITE WALLS.
C
LATERAL RESTRAINT
(@ 12'-0" O.C. AT CEILINGS OVER 1000 S.F.)
D
MAIN TEE HANGER
REGISTERED
ARCHITECT
SCOTT D COMBS
STATE OF WASHINGTON
NTS
NOTES:
D
C
.12'-0"
0' - 8"
MAX.
MAX.
2. IN EACH ORTHOGONAL HORIZONTAL DIRECTION, ATTACH ONE END OF THE CEILING GRID
TO THE PERIMETER WALL MOLDING ANGLE. AT THE OTHER END OF EACH DIRECTION,
PROVIDE ¾" CLEARANCE AT THE END OF THE TEES AND REST THE TEES UPON THE
PERIMETER ANGLE, FREE TO SLIDE. WITHIN 8" OF THE PERIMETER, PROVIDE RIGID
SPREADER BARS BETWEEN ALL TEES.
4'-0"
(TYP)
3. MECHANICALLY ATTACH ALL LIGHT FIXTURES TO GRID PER NEC 410-16 (TWO PER FIXTURE
UNLESS INDEPENDENTLY SUPPORTED.
8"
MAX
0' - 8" 2' - 0" 2' - 0" 2' - 0" 2' - 0" 2' - 0" 2' - 0"
6'-0" MAX
6'-0" MAX
6'-0" MAX
4. SUPPORT PENDANT-HUNG FIXTURES DIRECTLY FROM STRUCTURE WITH 9-GAUGE WIRE.
5. SUPPORT LAY-IN OR CAN LIGHT FIXTURES TO STRUCTURE:
A. FIXTURES LESS THAN 10 LBS WITH ONE 12-GAUGE WIRE
B. FIXTURES BETWEEN 10 AND 56 LBS WITH TWO 12-GAUGE WIRES (MAY BE SLACK)
C. OVER 56 LBS SUPPORT DIRECTLY FROM STRUCTURE BY APPROVED HANGERS
LEGEND
12 GA. VERTICAL HANGER WIRES AT 4'-0" O.C. EA. WAY, TYP.
12'-0".
MAIN 'T' BAR
CROSS 'T' BAR
SEISMIC RETAINING CLIP, E.G. ARMSTRONG BERC OR BERC2
P
POP RIVET
6'-0" MAX
B
NOTES:
1.
2.
3.
4.
5.
6.
7.
DIAGRAM ABOVE DESRIBES TYPICAL CEILING LAYOUT FOR SEISMIC DESIGN CATEGORY
D, E, AND F. VERIFY APPLICABLE DESIGN CATEGORY AND COMPLY WITH IBC
(International Building Code), American Society of Testing Materials (ASTM C 635, ASTM C 636),
American Society of Civil Engineers (ASCE 7-02) and Ceilings and Interior Systems Construction
Association (CISCA)
SAFETY WIRES REQUIRED ON LIGHT FIXTURES
CEILING AREAS OVER 1,000 SF MUST HAVE RIGID BRACING.
CEILING AREAS OVER 2,500 SF MUST HAVE SEISMIC SEPARATION JOINTS AND/OR FULL
HEIGHT PARTITIONS.
CEILING PLANE CHANGES MUST HAVE POSITIVE BRACING.
CABLE TRAYS AND ELECTRICAL CONDUITS MUST BE INDEPENDANTLY SUPPORTED AND
BRACED.
SUSPENDED CEILINGS WILL BE SUBJECT TO SPECIAL INSPECTION.
DIAGRAMMATIC SUSPENDED CEILING LAYOUT
1/4" = 1'-0"
7. PROVIDE 2" MIN CLEARANCE AROUND SPRINKLER HEADS AND OTHER PENETRATIONS.
8. SUPPORT CABLE TRAYS AND ELECTRICAL CONDUIT INDEPENDENTLY FROM GRID.
HEAVY DUTY MAIN TEE
@ 4'-0" O.C.
SYMBOL LEGEND
12 GA HANGER WIRE @ 4'-0" O.C. TO
STRUCTURE ABOVE
HEAVY DUTY CROSS TEE
@ 2'-0" O.C. OR 4'-0" O.C.
LATERAL RESTRAINT @ 12'-0" O.C.
SPREADER BAR
RIVETED GRID PERIMETER
A
6
6. SUPPORT HVAC TERMINALS:
A. LESS THAN 20 LBS, POSITIVELY ATTACHED TO GRID.
B. BETWEEN 20 AND 56 LBS, POSITIVELY ATTACHED TO GRID AND WITH TWO
12-GAUGE WIRES TO STRUCTURE (MAY BE SLACK).
C. OVER 56 LBS, DIRECT TO STRUCTURE.
4'-0"
(TYP)
MIN. 7/8" DEEP PERIMETER ANGLE
1
GENERIC PLAN
NTS
CLG - LAT BRACE
1 1/2" = 1'-0"
STEEL STUD COMPRESSION
POST AT 12'-0" O.C. IN BOTH
DIRECTIONS, STARTING AT 6'-0"
FROM WALLS
#12 HANGER WIRE
SUSPENSION WIRES TO
STRUCTURE AS REQD.
METAL STUD
FRAMING
45° or less
45° or less
BRACING @
48" O.C. MAX.
DIM.
POINT
DIM.
POINT
5/8" GWB
6" MIN.
CEILING - SEE
RCP
ACT SYSTEM END
TRIM
45° or less
CROSS TEE
5700 100th Street SW, Suite 500, Lakewood, Washington 98499
1. COMPLY WITH INTERNATIONAL BUILDING CODE 1621, MEETING ASCE7-02 9.6.2.6.2.2.
ATTACHED WALL
MULTICARE OCCUPATIONAL MEDICINE
B OR P
B
MAX.
0' - 8"
B
45° or less
SEE RCP
MAIN BEAM
CEILING - SEE
RCP
SEE RCP
CEILING TILE SHOWN
DASHED
7
ACT TO ACT TRANSITION
3" = 1'-0"
AT CEILING AREAS GREATER THAN 1000 SF
4
SOFFIT - GYP TO ACT
2
3" = 1'-0"
COMPRESSION STUD
1:3
8"
MA
X
ISSUE DATE:
01.18.2016
REVISIONS:
6"
ARMSTRONG
BERC CLIP
2"
1/
SEE RCP FOR
TYPE AND HEIGHT
7/8
"
UNATTACHED WALL
PERMIT SET
8"
MA
X
METAL STUD FRAMING
GWB DROPPED HEADER (SEE
RCP)
7/8
"
SEE RCP FOR
HEIGHT
ATTACHED WALL
NOTE:
POP RIVETS ARE ACCEPTABLE AT
ATTACHED WALL CONDITION
1/28/2016 9:53:38 AM
5"
5
SOFFIT - DROPPED HEADER
3" = 1'-0"
3
PERIMETER CEILING RESTRAINT
3" = 1'-0"
INTERIOR DETAILS
A9.01
PROJECT NO.:
15033
REAR GRAB BAR
(TO CENTER)
E
F
TOILET PAPER DISP.
I
SOAP DISPENSER
LIGHT SWITCHES
(TOP OF BOX)
O
P
TELE / DATA CONN.
(CENTER OF BOX)
Q
FIRE ALARM DEVICES
R
NURSE CALL
S
VANITY LIGHT FIXTURE
(CENTER OF BOX)
J
MIRROR
K
PAPER TOWEL DISP.
4' - 0"
3' - 2"
L
COAT HOOK
SHOWER
(REF. BENCH LOCATION)
11095
(TYP)
1' - 10"
EXTINGUISHER
HANDLE
3' - 4"
4' - 6" TO
PULL CORDS & BUTTONS
(CENTER OF BOX)
7' - 0"
PULL STATION
(TOP OF BOX)
4' - 0"
6' - 8"
4' - 0"
1' - 6"
3' - 8"
4' - 6"
4' - 0"
N
ELECT. OUTLETS
(CENTER OF BOX)
AT ALL OTHER LOCATIONS
(INCLUDING OPEN WORK
COUNTERS)
STAFF STATIONS
(TOP OF BOX)
8' - 4"
AT WALL PHONES
AT COUNTERTOPS
3' - 8"
1
H
G LAVATORY
SEAT COVER DISP.
TYP. 3'-4" TO CONTROLS AND
DISPENSER OPENING (MAX. 4'-0"
FRONT REACH
AND 4'-6" SIDE REACH)
4' - 0"
4' - 0"
1' - 9"
2' - 10"
2' - 10"
D
ACCESSIBLE
PTD
DOME LIGHTS
(CENTER OF BOX)
AT COUNTERTOPS
7' - 5"
2'-3"
2'-6"
M
1" = 1'-0"
SIDE GRAB BAR
(TO CENTER)
HORN /S STROBE
(CENTER OF BOX)
RUBBER BASE
MA STATION - HIGH
C
1' - 6"
AT WALL-MOUNT
EQUIPMENT
RECEPTACLE SEE ELEVATIONS
13
WATER CLOSET
(SEAT HEIGHT)
B
TPD
MR
SD
CONTROLS MUST BE
WITHIN THIS AREA
NONACCESSIBLE
333 NW 5th Ave.
Phone: 503/224-4848
URINAL
(RIM HEIGHT)
2'-1"
PLASTIC LAMINATE SEE ELEVATIONS
1' - 6"
1' - 5"
A
1' - 6"
1'-3 1/2"
PLASTIC LAMINATE SEE ELEVATIONS
1' - 11"
SCD
HIDDEN SUPPORT
BRACKETS
PROVIDE ADDITIONAL
WALL FINISH BEHIND
MIRROR FOR A FLUSH
MOUNTING SURFACE
3' - 4"
1' - 6"
7" - 9"
3' - 4"
3' - 0"
2' - 10"
3' - 3"
SOLID SURFACE SEE ELEVATIONS
1'-0"
6"
1' - 6"
5' - 4"
3' - 6"
2' - 3" MIN.
1' - 0"
ADDITIONAL URINALS
TO BE AT THIS HEIGHT
PROVIDE ADDITIONAL WALL
FINISH BEHIND PTD FOR A
FLUSH
MOUNTING SURFACE
Portland, OR 97209
Fax: 503/224-7116
COPYRIGHT 2015
CLARK KJOS ARCHITECTS, LLC
AT LEAST ONE URINAL TO BE AT
THIS HEIGHT
NOTES:
1.
ALL DIMENSIONS ARE TYPICAL UNLESS NOTED OTHERWISE ON INTERIOR ELEVATIONS.
2.
WALL MOUNTED ACCESSORIES SHALL NOT PROJECT MORE THAN 4" FROM FACE OF WALL WHEN LOCATED BELOW 6'-8".
REGISTERED
ARCHITECT
SCOTT D COMBS
STATE OF WASHINGTON
FIRE EXTINGUISHER CABINET
TYPICAL MOUNTING HEIGHTS
1/4" = 1'-0"
WALL
3/4" PREFINISHED BOARD SHELF FINISH ALL FACES & EDGES W/
PLASTIC LAMINATE
CONTINUOUS SEALANT
PLASTIC LAMINATE SEE ELEVATIONS
SCRIBE TOP LAMINATE TO WALL & OVERLAP PAST
FACE OF FRONT LAMINATE
RADIUS EXPOSED
CORNER
1' - 6"
DOOR OR DRAWER FACES
-WHERE SHOWN
1' - 0"
U.N.O.
PLASTIC LAMINATE EDGE DETAIL
SOLID SURFACE
3/8" EASED EDGE
CONT. 1 x 4
SCREW INTO ENDS OF
SHELF
CONTINUOUS SEALANT
NOM.
1 1/2"
1/2" PLYWOOD SUBSTRATE
RECEPTACLE SEE ELEVATIONS
2'-6"
DAM AT OPEN
ENDS
PLASTIC LAMINATE FINISH ALL SIDES
2"
SUPPORT BRACKET @ 4" MAX. 1/4" x 2"
STEEL BAR. FASTEN TO BLOCKING W/
(3) 3/8" LAG BOLTS
2'-1"
PLASTIC LAMINATE COUNTERTOP
HEAVY DUTY SHELF
BRACKETS
PLASTIC LAMINATE SEE ELEVATIONS
1"
NON-COMBUSTIBLE BLOCKING @
EA. BRACKET
8"
1/4"
CLEAT - 1" x 1" x 1'-4" ANGLE
RUBBER BASE
DOOR OR DRAWER FACES
-WHERE SHOWN
SET BACKSPLASH IN CONTINUOUS BED
OF SEALANT
SOLID SURFACE EDGE DETAIL
B
MA STATION - LOW
14
10
1" = 1'-0"
BC - HIDDEN SUPPORT BRACKETS1
1 1/2" = 1'-0"
7
TYPICAL COUNTER EDGES
5
6" = 1'-0"
TYP. BACKSPLASH @ P-LAM COUNTER
2
6" = 1'-0"
ADJUSTABLE SHELF
1 1/2" = 1'-0"
SINK & FAUCET
- SEE MECH SPEC'S
RADIUS EXPOSED
CORNER
APRON
SUPPORT BRACKET @ 4" MAX. 1/4" x 2"
STEEL BAR. FASTEN TO BLOCKING W/
(3) 3/8" LAG BOLTS
6"
FACE OF WALL
AFF UNO
SEE ELEVATIONS FOR
MOUNTING HEIGHT
CLEAT - 1" x 1" x 1'-4" ANGLE
WRAP EXPOSED
PIPES
3' - 0"
CEILING LINE
1' - 01/8"
3/4" PLAIN SAWN SOLID MAPLE CHAIR RAIL
- SEE FINISH SCHEDULE
VARIES
PROVIDE NON-COMBUSTIBLE BLOCKING TYP.
NON-COMBUSTIBLE BLOCKING @
EA. BRACKET
PLYWOOD SOFFIT W/ PLASTIC LAMINATE FACE
FINISHED END
PANEL BEYOND
NON-COMBUSTIBLE BLOCKING - TYP.
1/4" BACK PANEL
WALL PROTECTION WHERE SHOWN
1" = 1'-0"
1" = 1'-0"
1' - 6"
4"
0' - 71/8"
4"
U.N.O.
SEE ELEVATIONS
ADJUSTABLE SHELVING
COUNTERTOP SEE ELEVATIONS FOR
MATERIAL
FLUSH DRAWER FACE
NON-COMBUSTIBLE BLOCKING, TYP.
NON-COMBUSTIBLE 3/4" HANGING RAIL
BACK - 1/4" MIN.
1"
FACE OF
BACK
FINISHED END PANEL
2' -11 15/16"
4"
UPPER WALL CABINET AT EXAM SINK
TOE SPACE W/ BASE
TOE SPACE W/ BASE
CASEWORK DETAILS
3"
4"
2' - 0"
U.N.O.
CLR.
9
UC - SHELF CABINET
1" = 1'-0"
01.18.2016
REVISIONS:
7
A9.02
1' - 0"
NON-COMBUSTIBLE
BLOCKING - TYP.
12
ISSUE DATE:
LINE OF WALL
LINE OF WALL
UPPER CABINET AT SPEC. SINK
LINE OF WALL
FLUSH FRONT DOOR
CLR.
1" = 1'-0"
PLASTIC LAMINATE COUNTERTOP
NON-COMBUSTIBLE
BLOCKING - TYP.
1'-1 1/2"
15
1/2" BACK PANEL
FACE OF
BACK
8"
FASCIA W/ P.LAM
FACE
OPEN BASE CABINET W/ SINK
SEE ELEVATIONS
FACE OF
BACK
BASE OF CABINET,
NON-CUTOUT SIDE
NON-COMBUSTIBLE
BLOCKING - TYP.
7'-0" TO FINISH FLOOR, U.N.O.
1' - 3"
1' - 0"
OPEN AREA FOR
CONCEALED PAPER
TOWEL DISPENSER
3
INSTALL ENDWALL WHERE
APPROPRIATE. HOLD BACK LEADING
EDGE TO MATCH CABINETRY FACE,
TYP.
3' - 0"
1' - 0"
LINE OF WALL
SEE ELEVATIONS
7'-0" TO FINISH FLOOR
U.N.O.
2' - 6"
NON-COMBUSTIBLE
BLOCKING - TYP.
ADJUSTABLE SHELVING
BASE OF CABINET,
CUTOUT SIDE
FLUSH DOORS
FLUSH DOORS
UNDER CABINET LIGHT FIXTURE & FASCIA
WHERE NOTED
6 1/4"
GYP. SOFFIT,
SEE DETAIL XX/A.XX
1/2" BACK PANEL
DOOR, SEE ELEVATION
FACE OF
PARTITION
P-LAM. SOFFIT PANEL
CEILING LINE - SEE CEILING PLAN
FOR HEIGHT
7' - 0"
VARIES
ADJUSTABLE SHELVING
SEE ELEVATIONS
UNLESS NOTED OTHERWISE
7'-0" TO FIN. FLOOR
1/2" BACK PANEL
1' - 3"
VARIES
BRACE - ANCHOR TO
CABINET W/ METAL BRACE
SIM TO STANLEY 977
LINE OF WALL
1/4"
CEILING LINE - SEE CEILING PLAN
FOR HEIGHT
3"
2' - 6"
3" = 1'-0"
NON-COMBUSTIBLE
BLOCKING - TYP.
CEILING LINE
NON-COMBUSTIBLE
BLOCKING - TYP.
1/28/2016 9:53:41 AM
0' -11 15/32"
1/4"
1 1/2" = 1'-0"
CHAIR RAIL
FLUSH DOORS
1'-1" CLEAR
U.N.O. AT
INT. ELEV.
1'-8" U.N.O.
TO COUNTER
8
ADJUSTABLE SHELVING
1' - 0"
VARIES
11
SUPPORT BRACKET
2"
A
HIDDEN SUPPORT
BRACKETS
LINE OF FLOOR
6
TYP. CABINET
1" = 1'-0"
PERMIT SET
PLASTIC LAMINATE SEE ELEVATIONS
5700 100th Street SW, Suite 500, Lakewood, Washington 98499
1/4"
SOLID SURFACE SEE ELEVATIONS
8" SHEET METAL OR METAL
STUD BLOCKING AT 18" O.C.
VERTICALLY
NOM.
SUBRAIL
1 1/2"
PVC T-MOLD
MULTICARE OCCUPATIONAL MEDICINE
PLASTIC LAMINATE
4
BC - FINISHED END PANEL
1" = 1'-0"
A9.02
PROJECT NO.:
15033
Portland, OR 97209
Fax: 503/224-7116
COPYRIGHT 2015
GENERAL NOTES
5
CLARK KJOS ARCHITECTS, LLC
1. REFER TO INTERIOR FINISH
SPECIFICATIONS FOR CODE DESCRIPTIONS
AND ADDITIONAL INFORMATION.
2. FILL ALL HOLES CRACKS AND RECESSES IN
CONCRETE FLOOR WITH NON-SHRINK
GROUT FOR A SMOOTH FINISH PREPARED
TO RECEIVE FLOOR FINISH.
333 NW 5th Ave.
Phone: 503/224-4848
3. HEAT WELD ALL SHEET VINYL SEAMS.
4. TOP-SET RUBBER OR VINYL WALL BASE,
WHERE USED, SHALL BE SEALED TIGHTLY
TO THE FLOOR AS WELL AS TO THE WALL.
AREA OF WORK
5. ALL WALLS TO BE P-1 U.N.O.
LEGEND
ALIGN WITH CENTER
OF MULLION
A.2
A.3
A.4
CP-1
A.3
FLOOR FINISH MATERIAL
11095
WM-1
FF-1, CB 6" COVED BASE
CP-4
WM-1
WM-1
REGISTERED
ARCHITECT
CHAIR RAIL
SCOTT D COMBS
STATE OF WASHINGTON
C
G
204
ALIGN WITH
SOUTH FACE
OF WALL
CP-1
P-2
EXAM 1
CORNER GUARD
WAITING
200
G
C
205
F.E.C.
SV-1
CP-4
P-4
207
SV-4
CP-4
SCALE
206
CP-4
SV-1
EXAM 2
SV-1
202
SV-1
HALLWAY
CP-4
CP-1
SV-1
PUBLIC TLT.
P-2
SV-4
SV-1
201
SV-4,
CB
MA STATION
UDS WORK
208
P-2
215
CP-1
SV-1
EXAM 3
SV-4
SV-1
209
SPECIMEN TLT.
216
CP-1
SV-1
SV-4,
CB
SV-1
ALIGN
WITH
TOE-KICK
SV-1
P-4
G
SPECIMEN TLT.
217
EXAM 4
SV-4
SV-1
210
CP-1
SV-1
SV-1
SV-4,
CB
P-2
SV-4
SV-4
SV-1
PAT. TLT.
B.A.T.
218
CP-1
P-4
PROVIDERS
SV-4,
CB
SV-1
P-4
213
214
5700 100th Street SW, Suite 500, Lakewood, Washington 98499
203
MULTICARE OCCUPATIONAL MEDICINE
C
G
RECEPTION/WORK
SV-1
F
DIRECTION OF FLOOR PATTERN
CP-1
P-2
CP-1
WALL PROTECTION
CP-4
P-2
MANAGER
EXAM 5
212
SV-1
P-4
225
SV-1
SV-1
SV-1
SV-1
SV-4
STORAGE
SV-4
ISSUE DATE:
P-4
SV-4
SV-1
223
SV-4
SV-4
EQUIPMENT
AUDIOLOGY/
EXAM 6
219
REVISIONS:
SOILED UTIL
MEDS
220
221
SV-4,
CB
01.18.2016
SV-1
SV-4
SV-4
SV-4,
CB
STAFF TLT.
SV-1
224
F.E.C.
SOILED HOLDING
SV-1
1/28/2016 9:53:44 AM
1
LEVEL 1 - FLOOR FINISH PLAN
1/4" = 1'-0"
SV-4
HOUSEKEEPING
225
SV-4,
CB
PERMIT SET
H
226
SV-4
SV-1
SV-4,
CB
ENLARGED FINISH
PLAN
F2.11
PROJECT NO.:
15033
Portland, OR 97209
Fax: 503/224-7116
COPYRIGHT 2015
GENERAL NOTES
333 NW 5th Ave.
Phone: 503/224-4848
CLARK KJOS ARCHITECTS, LLC
1. CHART RACKS (OFVI) AND ROOM FLAGS
(OFCI) TO BE FIELD LOCATED AT THE
OUTSIDE OF EXAM AND TREATMENT
ROOMS DOORS.
ADO
AREA OF WORK
-EQUIPMENT LEGEND-
PNB
PR
PTD
REF-F
MANAGER
C
G
204
81 SF
RECEPTION/WORK
G
C
C
G
203
PNB
136 SF PR PNB
C
G
SHP
SDGLDMIR HK
G
C
F.E.C.
PTD
SC
SC-INF
SD
SH-M
SHP
SHR
STM
EXAM 1
G
C
205
F.E.C.
105 SF
SD GLD MIR HK
WAITING
HALLWAY
200
202
483 SF
C
G
PTD
C
G
STM
EXAM 2
C
G
281 SF
SC
G
C
206
105 SF
PUBLIC TLT.
PTD
201
SDGLDMIR HK
50 SF
UDS WORK
MA STATION
209
208
105 SF
233 SF
215
C
G
EXAM 3
242 SF
SPECIMEN TLT.
216
G
C
38 SF
C
G
PTD
SDGLDMIR HK
EXAM 4
SPECIMEN TLT.
210
217
105 SF
38 SF
SD
PTD
PTD
SDGLD MIR HK
PAT. TLT.
B.A.T.
213
48 SF
218
PROVIDERS
90 SF
214
SHP
128 SF
PASS SH-M
EXAM 5
PTD SD
212
PTD SD
11095
REGISTERED
ARCHITECT
SCOTT D COMBS
STATE OF WASHINGTON
5700 100th Street SW, Suite 500, Lakewood, Washington 98499
SHR
AUDIOLOGY BOOTH (OFOI)
AUTO DOOR OPENER (CFCI)
COPY MACHINE (OFOI)
GLOVE DISPENSER (OFCI)
COAT HOOK (CFCI)
MIRROR (CFCI)
SPECIMEN PASS-THRU DOOR
(CFCI)
PANIC BUTTON (OFOI)
PRINTER (OFOI)
PAPER TOWEL DISPENSER (CFCI)
REFRIGERATOR WITH TOP
FREEZER (OFOI)
SCALE (OFOI)
INFANT SCALE (OFOI)
SOAP DISPENSER (OFCI)
METAL SHELF (CFCI)
SHARPS CONTAINER (OFCI)
SHREDDING CONTAINER (OFOI)
STADIOMETER (OFCI)
MULTICARE OCCUPATIONAL MEDICINE
COPY
AB
ADO
COPY
GLD
HK
MIR
PASS
105 SF
EQUIPMENT
225
51 SF
STORAGE
223
112 SF
SD
SD
PTD
AUDIOLOGY/
EXAM 6
ISSUE DATE:
SOILED UTIL
MEDS
220
221
67 SF
104 SF
219
110
01.18.2016
REVISIONS:
SH-M
148 SF
STAFF TLT.
AB
224
REF-F
50 SF
PTD
SD
F.E.C.
SOILED HOLDING
KEY PLAN
225
59 SF
PERMIT SET
F.E.C.
PTD
HOUSEKEEPING
226
SHR
64 SF
1/28/2016 9:54:04 AM
EQUIPMENT FLOOR
PLAN
1
LEVEL 1 - EQUIPMENT PLAN
1/4" = 1'-0"
Q2.01
PROJECT NO.:
15033
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