Plans BtP2013 - 00191
MILDREN DESIGN GROUP, P.C.
ARCHITECTURE . SPACE PLANNING
7650 S.W. Beveland, Suite 120
Tigard, Oregon 97223-8692
Voice: 503-244-0552
Fax: 503-244-0417
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General Notes
Code Analysis Plumbing Requirements Finish Schedule A. VERIFY AND CONFIRM ALL DIMENSIONS AND CONDITIONS
NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO START
BASED ON THE 2006 INTERNATIONAL BUILDING CODE (IBC) WITH 2007 OREGON STRUCTURAL AND SPECIALTY CODE AMENDMENTS PER TABLE 29–AOF WORK.
ROOM NAME
OCCUPANCY AND CONSTRUCTION B OCCUPANCY 1: 200, 16,770 SF = 84 OCC = 42 MALE, 42 FEMALE Floor Finish A4BB9 B. ALL HARDWARE IN ACCORDANCE WITH ANSI 117.1.
C. PROVIDE (1) APPROVED FIRE EXTINGUISHER WITH RATING OF
ASSUMED OCCUPANCY: B A. EXPOSED CONCRETE SLAB NOT LESS THAN 2–A: 10B FOR EACH 3,000 SQ. FT. OF FLOOR
NON–SEPARATED USE BETWEEN: N/A REQUIRED PROVIDED (ON FLOOR) X. EXISTING TO REMAIN AREA TRAVEL FROM ANY PORTION OF BUILDING NOT TO
CONSTRUCTION TYPE: III–B LAVATORIES 2 MALE, 2 FEMALE 2 MALE, 2 FEMALE
WATER CLOSETS 3 MALE, 3 FEMALE 4 MALE, 3 FEMALE Base EXCEED 75'.
4. 4" RUBBER BASE D. 100% SPRINKLERING TO BE MAINTAINED THROUGHOUT IN
FIRE—RESISTANCE RATING REQUIREMENTS
X. EXISTING TO REMAIN ACCORDANCE WITH N.F.P.A. PAMPHLET #13 (BY SEPARATE
STRUCTURAL FRAME: 0 HRS. PERMIT). EXISTING BUILDING SPRINKLER SYSTEM IS DRY—PIPE
EXTERIOR BEARING WALLS: 2 HRS.
Wall Finish SPRINKLER SYSTEM.
EXTERIOR NON—BEARING WALLS: 0 HRS. B. GYPSUM BOARD AND PAINT E. PROVIDE SIGN AT MAIN EXIT DOOR PER IBC 1008.1.8.3, 2.2
INTERIOR NON—BEARING WALLS: 0 HRS. X. EXISTING TO REMAIN STATING "THIS DOOR MUST REMAIN UNLOCKED WHEN BUILDING
FLOOR CONSTRUCTION: 0 HRS. CeilingFinish IS OCCUPIED". Owner:
F. ALL WALLS TO RECEIVE LEVEL 4 FINISHED : (1) COAT PRIMER,
FIRE PROTECTION: BUILDING IS EQUIPPED WITH AN AUTOMATIC FIRE PROTECTION SYSTEM AND AUTOMATIC SMOKE Wall Legend B. SUSPENDED ACOUSTICAL – TEE BAR (2) COATS ACRYLIC LATEX AT OFFICE WALLS. Pacif iC
DETECTION THROUGHOUT IN ACCORDANCE WITH OSSC 903.3.1.1 X. EXISTING TO REMAIN G. VERIFY POWER AND DATA REQUIREMENTS WITH OWNER AND
VERTICAL EXITS AND PASSAGWAYS EXIT CORRIDORS AND EXITWAYS ROOMS AND ENCLOSED SPACES EXISTING WALL TO REMAIN Ceiling height TENANT. NW Properties
FLAME SPREAD INDEX: CLASS C: 76 – 200 CLASS B: 26 – 75 CLASS C: 76 – 200 H. FURNISH THREE SILENCERS FOR SINGLE ACTING SINGLE DOORS;
SMOKE DEVELOPED INDEX: CLASS C: 0 – 450 CLASS B: 0 – 450 CLASS C: 0 – 450 EXISTING WALL TO BE REMOVED X. EXISTING TO REMAIN DO NOT FURNISH SILENCERS FOR DOORS WITH
EXITING: NEW PARTITION WALL – 3y8 " METAL STUDS WEATHERSTRIPPING OR GASKETING
B OCCUPANCY: COMMON PATH OF EGRESS TRAVEL DISTANCE DOES NOT EXCEED 100'-0" PER OSSC SECTION 1014.3 AT 24" 0/C WITH % " GYPSUM BOARD AND I. WOOD STUDS AT CONTRACTOR'S OPTION.
EXIT ACCESS TRAVEL DISTANCE DOES NOT EXCEED 300'-0" PER OSSC SECTION 1016.1 SOUND ATTENUATION BATT J. ROOF TOP HVAC UNITS TO BE BY CARRIER OR TRANE.
CONTRACTOR TO PROVIDE ENGINEERING FOR NEW ROOF TOP 6600 SW 105th Ave.-Ste. 175
NEW CORRIDOR WALL – 3% " METAL STUDS UNITS. Beaverton, Oregon 97005
AT 24" 0/C WITH Y8 " GYPSUM BOARD, K. COORDINATE ROOF PENETRATIONS WITH MACDONALD AND
SOUND ATTENUATION BATT, %" FURRING WETLE TO MAINTAIN BUILDING SHELL ROOFING WARRANTY.
CHANNELS (TENANT SIDE) AND % " GYPSUM L. PLUMBER TO REMOVE AERATORS AND FLUSH WATER LINES
BOARD THEN REINSTALL AERATORS PRIOR TO COMPLETION OF WORK.
Room Symbol Legend M. HVAC AT CLEAN ROOM, QUALITY CONTROL, GOWN ROOM AND
PARTS CLEANING TO BE PRICED AS TENANT RESPONSIBILITY
UNDER THIS SCOPE OF WORK.
ROOM NAME N. DO NOT PLACE OPPOSING ELECTRICAL OR DATA MUD RINGS Project:
OFFICE ROOM NUMBER
Legend WITHIN SAME CAVITY. TI for
ROOM AREA/LOAD 101 ROOM FINISH 0. PROVIDE SOUND ATTENUATION BATT AT ALL NEW INTERIOR
FACTOR O`B4BB9- –�
XXX/100: 2 FIRE EXTINGUISHER WALLS. OS
B: 2 EXITS NUMBER OF KRON P. PROVIDE PAINT AT ALL NEW WALL LOCATIONS. j�,
OCCUPANTS Q. RE–USE EXISTING DOORS OR USE DOORS FROM STORAGE
OCCUPANCY GROUP PER NUMBER OF O EXISTING DOOR TO REMAIN WHEREVER POSSIBLE.
EXITS PROVIDED R. ALL ELECTRICAL SWITCHING TO TIE INTO EXISTING BUILDING
20� NEW DOOR SWEEP SYSTEM (SWITCHING ORIGINALLY INSTALLED BY CAPITOL
ELECTRIC). 11850 SW 67th Ave.-Ste. 200
�a Portland, Oregon 97223
ery
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� Deferred Submittals
� SheetTitle:
ELECTRICAL
—0 � \ PLUMBING Cover Sheet
\ MECHANICAL
\ SPRINKLERS
LOW VOLTAGE
CITY OF TIGARD
Approved......n...... .............
Conditionally Approved..............[
\ See Letter to:Follow. ........... [ j
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Atta ped . ./. . ..bC
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/Permit Number: /°
A OCC. A ss: r �
By'
Date:_7 C-1--
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Occupancy cy Type z
Occupancy Load lkis
\ Construction Type 2E3
Rated Corridor
�\ Energy Code
\ Accessibility Revisions:
\ Approved plans
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B OCC. shall be on job site.
OFFICE COPY
/
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MILDREN DESIGN GROUP, P.C., 2013, ALL
g vs RIGHTS RESERVED
s a 1 THESE DRAWINGS ARE THE PROPERTY OF
?
E do ' NODESIGN U R
TO BE USED REPRODUCED INANY
E MANNER, EXCEPT WITH THE PRIOR WRITTEN
PERMISSION OF MILDREN DESIGN GROUP, P.C.
Date: 30 July 2013
2eDrawn by: Checked by:
BK DAV
Job Number: 113048
Occu anc Mix - Second Floor
Sheet
Permit Submittal - July 2013 Al
Keynotes
1. EXTEND EXISTING CASEWORK AND INCLUDE TRASH/RECYCLING
IN NEW BASE CABINET - SEE DETAIL 8/A4 MILDREN DESIGN GROUP, P.C.
Door Schedule 2. PLASTIC LAMINATE COFFEE BAR WITH UPPERS, SINK,
Door Hardware ACCESSIBLE DISHWASHER AND ICE MAKER (ICE MAKER BY ARCHITECTURE ■ SPACE PLANNING
TENANT) - SEE DETAIL 3/A4 7650 S.W. Beveland, Suite 120
NOMINAL SIZE FRAME DOOR HARDWARE REMARKS J. PLASTIC LAMINATE UPPERS AND LOWERS - SEE DETAIL 4/A4 Tigard, Oregon 97223-8692
MARK WIDTH HEIGHT THICK. MAT'L FINISH MAT'L FINISH TYPE GROUP GROUP 1 4. PLASTIC LAMINATE UPPERS AND LOWERS AND ISLAND WITH g g
4-0552
202 3'-0" 8'-0" 1-3/4" MTL FF SC ST A 1 2 PAIRS BUTTS CABINETS BELOW AND EATING BAR ONE SIDE - SEE DETAIL Fax: 503-24--0417
203 3'-0" 8'-0" 1-3/4" MTL FF SC ST A 1 1 STOP 5/A4 Fax: 503-244-0417
206 3'-0" 8'-0" 1-3/4" MTL FF SC ST A 2 ] STOP 5. EXISTING KITCHEN
207 3'-0" 8'-0" 1-3/4" MTL FF SC ST A 1 6. 3'x8' SC DOOR TYPICAL, MATCH EXISTING
GROUP 2 7. 2'x8TEMPERED RECITE IN TIMELY FRAME TYPICAL UNO,
211 3'-0" 8'-0" 1-3/4" MTL FF SC ST A 2
2 PAIR BUTTS MATCH
ING
1
212 3'-0" 8'-0" 1-3/4" MTL FF SC ST B 2 8. SHELF & ROD
214 3'-0" 8'-0" 1-3/4" S
MTL FF SC ST A 2 ATCHSET 9. PROPOSED TRANSOMS (TO BE APPROVED BY BUILDING
215A 3'-0" 8'-0" 1-3/4" MTL FF SC ST B 2 1 STOP OWNER)
2158 3'-0" 8'-0" 1-3/4" MTL FF SC ST B 2 10. 3'-6"x8'-0" GYPSUM BOARD OPENING
216 3'-0" 8'-0" 1-3/4" MTL FF SC ST A 2 11. 4'-0"x8'-0" GYPSUM BOARD OPENING
217 3'-0" 8'-0" 1-3/4" MTL FF SC ST A 2 12. NEW 2'x8' TEMPERED RELITE
NOTE: 13. ALIGN NEW WALL WITH EXISTING, TYPICAL
218 3'-0" 8'-0" 1-3/4" MTL FF SC ST A 2
221 3'-0" 8'-0" 1-3/4" MTL FF SC ST A 2 MATCH EXISTING HARDWARE. 14. CENTERLINE MULLION/CENTERLINE WALL TYPICAL
222 3'-0" 8'-0" 1-3/4" MTL FF SC ST A 1
224 3'-0" 8'-0" 1-3/4" MTL FF SC ST A 1
225 3'-0" 8'-0" 1-3/4" MTL FF SC ST B 1
226 3'-0" 8'-0" 1-3/4" MTL FF SC ST A 1
227 3'-0" 8'-0" 1-3/4" MTL FF SC ST A 1
228 3'-0" 8'-0" 1-3/4" MTL FF SC ST A 1 MEETING RM.
229 3'-0" 8'-0" 1-3/4" MTL FF SC ST A 2 229
230A 3'-0" 8'-0" 1-3/4" MTL FF SC ST A 2 1. X X/4 X/B XX 45
2308 3'-0" 8'-0" 1-3/4" MTL FF SC ST A 2 1. 135.72 S.F. DANIEL A V
231 3'-0 ' 8'-0' 1-3/4 ' MTL FF SC ST B 1
B: EXITS 1 TIGARD, OREGON
232 3'-0" 8'-0" 1-314" MTL FF SC ST B 1 0 / /15 = 10 O /
/ (S
OF 0�
LEGEND REMARKS
FF FACTORY FINISH 1. RELITE APPROX. 1'-6" WIDE 229
MTL METAL
SC SOLID CORE ��-
ST STAIN _ 4
228
Door Types IT STOR.
4 LUNCH ROOM05�g' 12' 227
225
230 3 8 LEGAL OFFICE X4BXX
X X/4 X/B XX 228 69.49 S.F.
1438.42 S.F. OFFICE X48XX /300 = 1
E /100 = 15 22 7 136.12 S.F. B: EXITS 1
/
B:EXITS 1 X4BXX /100 = 2 0 FICE 117.21 S.F. : EXITS 224
I
/100 = 2 X4BXX
r` Q; B: EXITS 125.47 S.F.
TEMPERED N AC. STOR. /100 = 2 224 LEGAL FILE RM.
RELITE 2'_55/x' 226 B: EXITS 1 0 1 ,55/$' 223
\ \ X4BXX X X/4 X/B XX
117.68 S.F. E 9 7.4 S.F.
o_ /300 = 1 225 ��/a' /100 = 1 Owner:
Q B UP T =o SERVER RM. ��+ . XITS 1 1 B:EXITS 1
1
Pacif is
0 0>, LO X X/4 X/B XX 226 12'8 13 OFFICE
0 10'- 106.97 S.F. 0"
1 /100 = 2 9 23oa 12 222 NW Properties
B: EXITS 1 232 130/S.F. /B XX
1 11/i / /100 = 2
5 11 / OFFICE ? \X B: EXITS 1
� rn,
232 // OFFICE
230A3 X X/4 X/B XX E 222 1 6600 SW 105th Ave.-Ste. 175
OFFICE 127.68 S.F. /
231 /100 = 2 A4 Beaverton, Oregon 97005
X X/4 X/B XX B: EXITS 1 OFFICE q TYP.
125.65 S.F. 15
_ /100 = 2
>,6" B- ITS 1 OFFICE
R
® MSN 231 E 13 MEETING ROOM
3221
WH X X/4 X/B XX
219.06 S.F. Project:
.-- 12 /15 = 15 J
RECEP.
20113 O CONFERENCE E B: EXITS 1 TI for.
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X X/4 X/B X
o �• 95.59 S.F. X X/4 X/B XX PHONE RM.
KRONOS
i 238.47 S.F. 219 11(0
TEAM ROOM N /100 = 1 _ 13 218 MEETING RM. ��- 221 Nb
/15% 209 : EXITS 1 8: EXITS161 O 217 92X434 S FB XX OPEN OFFICE
% XXXXX X X/4 X/B XX 220
351.98 S.F. w , o o 144.87 S.F. g1EXITS 1 X X/4 X/B XX
/15 = 24 13 7 6 03/s /15 = 10 4395.86 S.F.
OFFICE OFFICE 15 -
L, B: EXITS 1 OFFICE OFFICE OFFICE OFFICE OFFICE E B: EXITS 1 /100 = 44
�.`. 207 / o 203 202
X X/4 X/B XX / X X/4 X/B XX �E �E X X/4 X/B X M PHONE RM. B: EXITS 1 11850 SW 67th Ave.-Ste. 200
119.98 S.F. o Portland, Oregon 97223
110.26 S.F. 207 � 3 108.02 S.F. 11 �- 216
� �-�• /100 = 2 9-9j» 2 i /100 = 2 /100 = 2 -1 217 X4BXX
B: EXITS 1 -�,,�•^•�•`Fk 206 XI TS 1 ITS 1 105.31 S.F.
.i SIT T 91 /
O� . I•� COMM�R gV77/1<
�OlSTq`9 5' ! 203 E E E E 202 0 21 100 = 2
�,�.� h O�T`C 23�` �8%' 1 O 9'-43/8„ - - - - - 215A 1 HALL
B:EXITS 1
Rq F�,` 8., 4'-1/4 5 -8" °' 3 215
MEETING RM. �fSTgN�E 206 ] e .•�._.._._.JJ� V3 13 211 3 -� X X/4 X/B X
4'-1 /8 /1200 1=S.F.
X X/4 X/B XX -6 7 6
8 � Sheet Title:
110.02 S.F. COFFEE =
/100 = 2 205 COPY AREA � 10 2158 B: EXITS 1
B: EXITS 1 X X14 X B XX 204 i � Second
/ / X X/4 X/B XX o Z'-2�/s'
84.4 S.F. 6 5.81 S.F. PHONE RM. 6'-0%8" 10'-3/4" 7'-15/8"
/100 = 1 Floor Plan
100 = 1 211
B:EXITS 1 3
OPEN OFFICE B: EXITS 1 X4BXX 212 O
E 214
. 210 95.18 S.F. E
X X/4 X/B XX /100 = 1 CONFERENCE
3531.89 S.F. B: EXITS 1 CONFERENCE 214
B.100 _ 6 212 X X/4 X/B XX
EXITS 1 � X X/4 X/B XX BUSINESS CTR. 284.69 S.F.
172.37 S.F. 213 /15 = 19
LO
/15 =S12 CONFERENCE X14SXF B XX :EXITS 1 14 4
E /100 = 2 TYP.
B: EXITS 1
Revisions:
Second Floor Plan
16,770 SF
0 2 4 8 16 168 OCCUPANTS
i
R
MILDREN DESIGN GROUP, P.C., 2013, ALL
RIGHTS RESERVED Q
6
m THESE DRAWINGS ARE THEPROPERTY OF
MILDREN DESIGN GROUP, P.C., AND ARE
NOT TO BE USED OR REPRODUCED IN ANY
v MANNER, EXCEPT WITH THE PRIOR WRITTEN
a PERMISSION OF MILDREN DESIGN GROUP, P.C.
a
Q Date: 30 July 2013
i
Drawn by: Checked by:
r-
BK DAV
Job Number: 113048
Sheet
Permit Submittal - July 2013 A2
Keynotes
Lighting Legend 1. EXISTING SUSPENDED CEILING AT 10'-0" AFF TYPICAL
EXISTING LIGHT TO REMAIN MILDREN DESIGN GROUP, P.C.
ARCHITECTURE • SPACE PLANNING
7650 S.W. Beveland, Suite 120
�
-7 EXISTING LIGHT TO BE RELOCATED Tigard, Oregon 97223-8692
Voice: 503-244-0552
EXISTING LIGHT - RELOCATED Fax: 503-244-0417
NEW FLUORESCENT LIGHT, MATCH EXISTING
EXISTING LIGHT ON BATTERY BACK-UP TO REMAIN
EXISTING LIGHT ON BATTERY BACK-UP TO BE RELOCATED
EXISTING LIGHT ON BATTERY BACK-UP - RELOCATED
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/ 6600 SW 105th Ave.-Ste. 175
Beaverton, Oregon 97005
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R R R Portland, Oregon 97223
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Sheet Title:
Second
R R Floor
Reflected
R Ceiling Plan
Revisions:
Second Floor Reflected Ceiling Plan
0 2 4 8 16
a
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b
MILDREN DESIGN GROUP, P.C., 2013, ALL
RIGHTS RESERVED
THESE DRAWINGS ARE THE PROPERTY OF
E
MILDREN DESIGN GROUP, P.C., AND ARE
NOT TO BE USED OR REPRODUCED IN ANY
MANNER, EXCEPT WITH THE PRIOR WRITTEN
PERMISSION OF MILDREN DESIGN GROUP, P.C.
Date: 30 July 2013
Y
Drawn by: Checked by:
BK DAV
Job Number: 113048
Sheet
Permit Submittal - July 2013 A3
WHERE TOP OF WALL TO STRUCTURE (1) 20 GA. 35/8" NOMINAL METAL PLASTIC LAMINATE FACE PLASTIC LAMINATE FACE
ABOVE IS LESS THAN 5'-9" PROVIDE STUD BRACING TO STRUCTURE
WITH (2) #8 SHEET METAL PLASTIC LAMINATE PLASTIC LAMINATE
(1) BRACE AT 8'-0" 0/C TO ONE SCREWS AT EACH END; PROVIDE COUNTERTOP AND SPLASH COUNTERTOP AND SPLASH..
SIDE ONLY, STAGGER SIDES. WHERE DOUBLE STUD BRACE WHEN MULLION MILDREN DESIGN GROLIP, P.C.
DISTANCE IS GREATER THAN 5'-9", DISTANCE TO STRUCTURE ABOVE ARCHrrECTuxE ■ SPACE PLANNING
PROVIDE BRACES EACH DIRECTION AT
IS GREATER THAN 5'-9". BRACING 7650 S.W. Beveland, Suite 120
8'-0" 0/C TO BE PROVIDED WHERE DISTANCE 7 ADJUSTABLE SHELVES ADJUSTABLE SHELVES Tigard, Oregon 97223-8692
45° BETWEEN PERPENDICULAR A4 N N TYPICAL Voice: 503-244-0552
INTERSECTING WALLS OR - - Fax: 503-244-0417
HORIZONTAL BRACING BETWEEN
-- WALLS EXCEEDS 8'-0" (DO NOT SEALANT TAPE
EXTEND BRACING INTO EXPOSED
IL t:�_Ii -7
00 STRUCTURE AREAS) I4_=
- - - - - - -
I I � � I
LI%2" x1)12" x 16GAxN N
ACCESSIBLE
3" WITH (4) #8 SCREWS SUSPENDED CEILING — — — — — — — — — — — — — — — — — — —
ALUMINUM BRAKE SHAPE I DISHWASHER
EACH SIDE TO MATCH EXISTING SYSTEM I _ _ _ _ _ I
CASING BEAD USG 200—A
ATTACH STUD TRACK I
00 00
TO BRACING THROUGH
5/g" GYPSUM BOARD EACH SIDE I `�
OVERSIZED HOLE IN INTERIOR OFFICE WALL _
GRID SECURE TO STUDS WITH TYPE 'S' REF. NIC I _
SCREWS AT 5" — 7" 0/C I �� c e o o
I I
SOUND ATTENUATION BATT
3518„ NOMINAL 25 GAUGE METAL —
- - - - - - - - - - - - - - - - - - — — - - - //�
STUDS AT 2'-0" 0/C - - I I I N N - - - - - - - - - - - - - - - - - - - - - - - - - ,1 ` �`
4" RUBBER BASE POWER—ACTUATED FASTENERS: I I I C� f
TYPICAL • 0.145" x 3 —
/ MIN. EMBED _ _ - - - I - - L - - - \ _
C - - - - - - L — ,moi
AT 12" 0/C, WALL TO 22'-0" V �EL4 0 Com'
•0.145" 0 x Y4" MIN. EMBED
o 0
AT 6" 0/C, WALL TALLER 6 9 ICE MAKER BY TENANT, TIGARD, OREGON
THAN 22'-0" A4 A4 VERIFY POWER & WATER
REQUIREMENTS WITH
TENANT OF
1 Wall to Suspended Ceiling2 Wall at Mullion 3 Coffee Bar Elevation 4 Casework Elevation - Business Center 213
I� 3"=1'—O"
A4 A4 3„-1'-0„ A4 % W1-1'-011
la1d—r5 1ilb Coffee-205 Business Center 213
i
PLASTIC LAMINATE FACE
PLASTIC LAMINATE
COUNTERTOP AND SPLASH
PLASTIC LAMINATE FACE
ADJUSTABLE SHELVES TYPICAL AND COUNTERTOP
2'-1
o PLASTIC LAMINATE-- 4
i COUNTERTOP AND
N SPLASH
i
FILE DRAWER, PROVIDE CONTINUOUS
— — — — — — / — —�— —/ — — — SHIM CABINET "'�� � ° ° FRENCH CLEAT
F — — — — — — — BOX AS REQUIRED MOUNTS TO IN— Owner:
oo I I WALL BLOCKING.
N
- _ Pacif is
o ° °
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(TWP) 3/4” MDF NG NW Properties
co ° ° WIRE PULLS o ° ° MELAMINEFINISH.J. FI NISH. ^00
s o N ° ° 3/4" MDF DOORS `V
PLASTIC LAMINATE _I COVER BOTH FACES
FACE AND EDGE
AND EDGES W/
`—BAND 0 ° PLASTIC LAMINATE
/ \ / \ � ° ° ° 6600 SW 105th Ave.-Ste. 175
co I I ° ° ° ° MELAMINE INTERIOR
Beaverton, Oregon 97005
MELAMINE INTERIOR 0 0WIRE PULLS TYPICAL
C — — — — — —
I �-
SOUTH ELEVATION EATING BAR NORTH ELEVATION EATING BAR EAST LEVATION EATING BAR 3" BASE — SEE FINISH SCHEDULE
SCRIBE TO FLOOR 1„ CLEAR Project:
CURVED CASEWORK,
SEE PLAN TI
for
('5'N� Casework Elevation - Lunch 230 Base Cabinet Section Upper Cabinet
"-1'-0" � _ , „ A4 ) 1W'=:1'-0" KRONOS
A4Lunch 230 A4 d-6410 1—casework—base—cabinet d-6410--casework—upper cabinet
EXISTING CASEWORK BEYOND
END OF EXISTING WALL
2" 11850 SW 67th Ave.-Ste. 200
Portland, Oregon 97223
PLASTIC LAMINATE FACE MAXIMUM %" PLYWOOD WITH PLASTIC
WALL BEYOND HEIGHT TO LAMINATE. ATTACH TO STUDS
PLASTIC LAMINATE TOP OF SINK WITH (2) 236" TYPE S BUGLE
N COUNTERTOP AND SPLASH AND/OR HEAD SCREWS, COUNTERSUNK.
COUNTER SET IN SEALANT BED
ADJUSTABLE SHELVES TYPICAL
I I
Sheet Title:
REF. NIC I 2'-0" I NOTE: HIGH DENSITY PARTICLE
_ 1
BOARD MAY BE SUBSTITUTED Details
co
FOR PLYWOOD UPON
— ARCHITECT'S REVIEW
N I (2) STAINLESS STEEL SLEEVES I I
FOR TRASH AND RECYCLING — _
I I ( �" PLYWOOD WITH PLASTIC
LAMINATE AT COUNTER TOP
AND EDGE. ATTACH TO
\ V // SUPPORT W/ #10 x 2"
SCREWS AT 6" 0/C ,
• I i REF. NIC N z COUNTERSUNK
I I �
N
I I ® I
- - - - - -
Revisions:
EXISTING NEW
FLOOR STRUCTURE
('8Casework Elevation - Lunch 230 g Cabinet Base at Sink
A4 W„=1'-0" A4 19 "=1' -0„
Lunch 230-2
� n
4
MILDREN DESIGN GROUP, P.C., 2013, ALL
g RIGHTS RESERVED
THESE DRAWINGS ARE THE PROPERTY OF
MILDREN DESIGN GROUP, P.C., AND ARE
E NOT TO BE USED OR REPRODUCED IN ANY
g MANNER, EXCEPT WITH THE PRIOR WRITTEN
PERMISSION OF MILDREN DESIGN GROUP, P.C.
Date: 30 July 2013
o
Drawn by: Checked by:
CLT DAV
Job Number: 113048
Sheet
Permit Submittal - July 2013 A4