Plans Bt P2014 00264
o oBa k i� y MILDREN DESIGN GRQI.JP, P.C.
AIZCIIITECIURE a SPACE PI,AN'NING
NOV 192014 7650 S.W. Beveland, Suite 120
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CITY Tigard,Tigard, Oregon 97!223-8692
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VIS101V 1503; :744-0552
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Code Analysis Deferred Submittals General Notes
BASED ON THE 2012 INTERNATIONAL BUILDING CODE (IBC) WITH DOCUMENTS FOR DEFERRED SUBMITTAL ITEMS SHALL BE A. VERIFY AND CONFIRM ALL DIMENSIONS AND CONDITIONS NOTIFY
2014 OREGON STRUCTURAL AND SPECIALTY CODE AMENDMENTS SUBMITTED TO THE REGISTERED DESIGN PROFESSIONAL IN ARCHITECT OF ANY DISCREPANCIES PRIOR TO START OF WORK.
RESPONSIBLE CHARGE WHO SHALL REVIEW THEM AND FORWARD B. ALL HARDWARE IN ACCORDANCE WITH ANSI 117.1.
THEM TO THE BUILDING OFFICIAL WITH A NOTATION INDICATING
OCCUPANCY AND CONSTRUCTION PER OSSC 304 AND 311 EMERGENCY LIGHTING: IN THE EVENT OF POWER SUPPLY FAILURE, AN EMERGENCY THAT THE DEFERRED SUBMITTAL DOCUMENTS HAVE BEEN C. PROVIDE (1) APPROVED FIRE EXTINGUISHER WITH RATING OF NOT
OCCUPANCY: B ELECTRICAL SYSTEM SHALL AUTOMATICALLY ILLUMINATE THE REVIEWED AND BEEN FOUND TO BE IN GENERAL CONFORMANCE TO LESS THAN 2-A: 10B FOR EACH 3,000 SQ.FT. OF FLOOR AREA D
PORTION OF THE EXTERIOR EXIT DISCHARGE IMMEDIATELY THE DESIGN OF THE BUILDING. THE DEFERRED SUBMITTAL ITEMS
ADJACENT TO EXIT DISCHARGE DOORWAYS IN BUILDINGS SHALL NOT BE INSTALLED UNTIL THE DESIGN AND SUBMITTAL TRAVEL FROM ANY PORTION OF BUILDING NOT TO EXCEED 75'.
CONSTRUCTION TYPE: II-B REQUIRED TO HAVE TWO OR MORE EXITS WITH THE EXITCOORDINATE LOCATION OF FIRE EXTINGUISHERS WITH FIRE
DOCUMENTS HAVE BEEN APPROVED BY THE BUILDING OFFICIAL.
ILLUMINATION SUPPLEMENTED WITH AN EMERGENCY POWER MARSHAL. 45
FIRE-RESISTANCE RATING SUPPLY CAPABLE OF PROVIDING POWER FOR A DURATION OF NOTE: SUBMIT SHOP DRAWINGS FOR REVIEW OF DESIGN INTENT DANIEL
REQUIREMENTS: PER OSSC TABLE 601 AND 602 NOT LESS THAN 90 MINUTES PER OSSC SECTION 1006.3. COMPLIANCE PRIOR TO FABRICATION OF THE FOLLOWING D. 100% SPRINKLERING TO BE MAINTAINED THROUGHOUT IN
1. MECHANICAL DESIGN ACCORDANCE WITH N.F.P.A. PAMPHLET #13 (BY SEPARATE PERMIT). GRD, OREGON
STRUCTURAL FRAME: 0 HRS. 2. ELECTRICAL DESIGN E. LEVEL 4 FINISHED WALLS, PAINT SYSTEM (1) COAT PRIMER, (2) r'
EXTERIOR BEARING WALLS: 0 HRS. PLUMBING FIXTURES 3. FIRE SPRINKLER �1L ��
EXTERIOR NON-BEARING WALLS: 0 HRS. OCCUPANT LOAD PER OSSC TABLE 2902.1 4. LOW VOLTAGE COATS ACRYLIC LATEX AT OFFICE SIDE OF WALLS AT NEW WALLS �F O
INTERIOR NON-BEARING WALLS: 0 HRS. B OCCUPANCY: TOTAL OCCUPANTS: LE PERSONS 5. EGRESS ILLUMINATION AND WALLS DAMAGED OR MODIFIED DURING CONSTRUCTION.
133 MALE, 133 FEMALE
FLOOR CONSTRUCTION: 0 HRS. 6. PLUMBING F. FURNISH THREE SILENCERS FOR SINGLE ACTING SINGLE DOORS.
ROOF CONSTRUCTION: 0 HRS. 1: 1-25 OCCUPANTS FOR THE FIRST 50 DO NOT FURNISH SILENCERS FOR DOORS WITH WEATHERSTRIPPING
1: 1-50 OCCUPANTS FOR THE THE REMAINDER EXCEEDING OR GASKETING. Client:
FIRE PROTECTION: BUILDING IS EQUIPPED WITH AN AUTOMATIC FIRE PROTECTION 50 G. VERIFY POWER AND DATA REQUIREMENTS WITH OWNER AND Pacific NW
SYSTEM THROUGHOUT IN ACCORDANCE WITH OSSC 903.3.1.1 REQUIRED PROVIDED TENANT.
H. CLEAN BLINDS, REPAIR OR REPLACE DAMAGED BLINDS.
LAVATORIES I. REPLACE DAMAGED OR STAINED SUSPENDED CEILING TILES. Properties
FLAME SPREAD INDEX: NOT MORE THAN 25 MALE 2 4 J. RELOCATE EXISTING LIGHT FIXTURES; COORDINATE WITH NEW WALL
FEMALE 2 4
SMOKE DEVELOPED INDEX: NOT MORE THAN 450 LOCATIONS.
WATER CLOSETS K. BALANCE HVAC FOR NEW AREAS/ROOMS.
B OCCUPANCY: COMMON PATH OF EGRESS TRAVEL DISTANCE DOES NOT MALE 4 4
L. SALVAGE REMOVED DOORS, DOOR FRAMES AND RECITES FOR
EXCEED 100'-0" PER OSSC SECTION 1014.3 FEMALE 4 6 POSSIBLE REUSE.
EXIT ACCESS TRAVEL DISTANCE DOES NOT EXCEED 300'-0" M. CONTRACTOR TO PROVIDE ALTERNATE PRICE FOR STATIC 6600 S.W. 105th Avenue
PER OSSC SECTION 1016.2 URINALS MALE 0 4 DISSIPATIVE TILE IN SERVER ROOM 221 Beaverton, Oregon 97005
EGRESS ILLUMINATION: PER OSSC SECTION 1006 SINKS 0 3 N. SERVER ROOM REQUIREMENTS: 1x4 (2) TUBE WALL MOUNTED
MEANS OF EGRESS, INCLUDING EXIT DISCHARGE, SHALL BE FLUORESCENT LIGHTS, COORDINATE MOUNTING HEIGHT AND NUMBER
ILLUMINATED AT ALL TIMES THE BUILDING IS OCCUPIED. WITH TENANT; FIRE RATED 4'xB'x3/4" PAINTED PLYWOOD ON NORTH, Project:
PROVIDE MINIMUM 1 FC ILLUMINATION AT THE FLOOR LEVEL. EAST & SOUTH WALLS,
SECURE PER TENANT REQUIREMENTS; Umpqua Bank
COORDINATE M/E/P REQUIREMENTS WITH TENANT.
T.I.-
Keynotes Sheet Index crTYOPTIGARD Suite 200
AO COVER SHEET AND SITE PL MP C>E3
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1. EXISTING ACCESSIBLE PARKING STALL, AISLE AND SIGNAGE Al DEMOLITION PLAN Approve (�
A2 FLOOR PLAN ice
- - A4 DETAILS _ 13535 SW 72nd
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MILDREN DESIGN GROUP P.C. AND ARE
NOT TO BE USED OR REPRODUCED,.;.,y., ...:,7'i,' y -�•yi. .::..... ,.......:. r ODUCED IN ANY
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SITE LOCATION AREA OF WORK Job Number: 114106
Vicinity Map Site Plan Key Plan- Second Floor Sheet
N.T.S.
0 25 50 100 0 5 10 20 40 Permit Submittal - November 2014 AO
Wall Legend Keynotes
EXISTING WALL TO REMAIN 1. REMOVE WALL, DOOR, FRAME AND RELITE, TYPICAL
2. REMOVE ALL EQUIPMENT AND RACKING
EXISTING WALL TO BE REMOVED 3. REMOVE COFFEE BAR, UPPER CABINETS AND SINK, CAP
PLUMBING WITHIN WALL �°IlL® EN DESIGN CROUP, P.C.
4. REMOVE CASEWORK, COUNTER, SHELVING, ETC. ARCHITECTURE Q SPACE PI ANNING
5. REMOVE ALL FLOORING AND BASE, PREP SURFACE FOR NEW 7650 S.W. Beveland. Suite 120
FINISH TYPICAL THROUGHOUT (SALVAGE AND REUSE CLEAN Tigard, Oregon 91223-8692
CARPET TILES IF POSSIBLE) �
6. REMOVE DOOR AND FRAME, TYPICAL (503? 2244 0552
7. REMOVE GLASS WALL, GLASS DOOR AND FRAMING
B. REMOVE/RELOCATE LIGHT FIXTURES AND DIFFUSERS AS
REQUIRED FOR NEW OFFICE CONFIGURATION — PER DRAWING
1/A2
9. REMOVE AND RELOCATE FIRE EXTINGUISHER CABINET PER
FIRE MARSHALL
10. REMOVE SINK AND CAP PLUMBING
45
DANIEL
�TIGARD, OREGON
1 2 3 4 5 6 7 8 9 10
OF
Client:
Pacific NW
Properties
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6600 S.W. 105th Avenue
Beaverton, Oregon 97005
- _
Project:
1 5 8 Umpqua Bank
3 0 "
Suite
200
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C — — — 13535 SW 72nd
2 ; _ _
Tigard, Oregon
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— Sheet Title: .
Demolition
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MILDREN DESIGN GROUP, P.C., 2014, ALL
RIGHTS RESERVED
THESE DRAWINGS ARE THE PROPERTY OF
MILDREN DESIGN GROUP, P.C., AND ARE
NOT TO BE USED OR REPRODUCED IN ANY
F — MANNER, EXCEPT WITH THE PRIOR WRITTEN
PERMISSION OF MILDREN DESIGN GROUP, P.C.
0 0
Date: 12 November 2014
G — Drawn by: Checked by:
TFF[T
JCM DAV
Job Number: 114106
Floor Plan - Demolition Sheet
0 2 4 8 16 Permit Submittal - November 2014 Al.
Door Schedule Door Type Finish Schedule Finishes Keynotes
MARK NOMINAL SIZE FRAME DOOR HARDWARE REMARKS (Alternate where TYPICAL UNO
F1 ROOM NAME CARPET TILE 1. NEW DOOR AND 3'-0"x8' TEMPERED RELITE IN TIMELY FRAME
WIDTH HEIGHT THICK. MAT'L FINISH MAT'L FINISH TYPE GROUP indicated: 4 Floor Finish A4BB9
Hr. INSTALLATION DIONUM, #7N 9 BASALT', VERTICAL ASHLAR 2. T HOUR WALL
202 3'-0 8 -0 1-3/4 MTL FF SC ST A 1
11 Tempered vision A. CARPET 3. 3'-0"x8'-0" GYPSUM BOARD OPENING MILDREN DESIGN GROUP, P.C.
203 3'-0 8 -0 1-314" MTL FF SC ST A 1 1 panel, size to be VCT 4. 4'-0"x8'-0" GYPSUM BOARD OPENING
ARCT-IFTECTUR - SPACE PI,AN`vING
205 3'-0" 8'-0" 1-3 4" MTL FF SC ST A 1 B. VINYL COMPOSITION TILE (VCT-1)
/ determined) VC7-1 BUILDING STANDARD MANNINGTON COMMERCIAL 5. NOT USED
206 3'-0" 8'-0" 1-3 4" MTL FF SC ST A 1 U C. VINYL COMPOSITION TILE (VCT-2) ( ) 7650 S.�R . B�.veland, Suite 120
/ D. STATIC DISSIPATIVE TILE ESSENTIALS - COLOR AND PATTERN TO BE 6. NEW BASE AND UPPER CABINETS - SEE DETAIL 1/A5 l"i arcl, Oregon 9722; - 692
208 3'-0" 8'-0" 11-314" MTL FF SC ST B 1 Tem ered Relite DETERMINED g r
/ MTL FF SC ST B 1 p X. EXISTING TO REMAIN TENANT 7. PROVIDE (1) FLOOR POWER BOX, COORDINATE LOCATION WITH X503; ,244-055
209 3'-0 8'-0" 1-3/4" 2
"
210 3'-0" 8'-0" 1-3/4" MTL FF SC ST B 1 VCT-2 ARMSTRONG, RAFFIAN, 12x24, #55805 "COCOA", B. PROVIDE ELECTRICAL AND DATA OUTLET ABOVE TOP
211 3'-0" 8'-0" 1-3/4" MTL FF SC ST A 1 Base RUNNING BOND PATTERN (EAST-WEST DIRECTION) COUNTER, TYPICAL AT ALL ENCLAVE ROOMS - SEE DETAIL
7/A5
212 3'-0" 8'-0" 1-3/4" MTL FF SC ST A 1 A B 4" RUBBER BASE RUBBER BASE 9. PROVIDE (1) ELECTRICAL OUTLET, TYPICAL ALL OFFICES AND
214 3'-0" 8'-0" 1-3/4" MTL FF SC ST A 1 X. EXISTING TO REMAIN ROPPE, #P-100, "MATTE BLACK", 4" STANDARD TOE MEDIUM CONFERENCE ROOMS, COORDINATE WITH TENANT
215 3'-0" 8'-0" 1-3/4" MTL FF SC ST A 1 NOTE: 10. PROVIDE (1) ELECTRICAL AND (1) DATA OUTLET, TYPICAL ALL
216 3'-0 B'-0 1-3/4" MTL FF SC ST A 1 Door Hardware MATCH EXISTING HARDWARE Wall Finish DOORS OFFICES AND MEDIUM CONFERENCE ROOMS, COORDINATE WITH
219 3'-0 8 -0 1-3/4 MTL FF SC ST A 1 CLEAR BIRCH, 3x8 TENANT
220 3'-0" 8'-0" 1-3/4" MTL FF SC ST A 1 GROUP 1 GROUP 3 A. GYPSUM BOARD AND PAINT 11. ALIGN NEW WALL WITH EXISTING, TYPICAL
221 3'-0" 8'-0" 1-3 4 MTL FF SC ST B 2 2 PAIRS BUTTS 2 PAIR BUTTS X. EXISTING TO REMAIN DOOR/RELITE FRAMES 12. INFILL AND EXTEND EXISTING CABINET, REPAIR, REFINISH
1 LATCHSET 1 PANIC HARDWARE TIMELY, BLACK AND MATCH NEW CASEWORK - SEE DETAIL 2/A5
224 3'-0" 8'-0" 1-3/4" MTL FF SC ST B 1 1 STOP 1 CLOSER13. NEW BASE AND UPPER CABINETS - SEE DETAIL 4/A5
225 3'-0" 8'-0" 1-3/4" MTL FF SC ST B 1 Ceiling Finish PAINT (EGGSHELL FINISH) 14. WALL TO BOTTOM OF STRUCTURE
227 3'-0" 8'-0" 1-3/4" MTL FF SC ST A 1 1 GASKET P-
228 3 -0 8 -0 1-3/4 MTL FF SC ST A 1 GROUP 2 1 STOP A. EXPOSED ROOF STRUCTURE P-2 BENJAMIN565 "TROPICANAUCAOBANA 15. ACCENT NFORMAP ON,TSDHOWN DASHED SEE FINISHES FOR ADDITIONAL
230 3'-0" 8'-0" 1-3/4" MTL FF SC ST A 1 2 PAIR BUTTS X. EXISTING TO REMAIN P-3 MILLER, #0569 "FIREPLACE MANTEL" 16. ACCENT PAINTED WALL (P-3). SEE FINISHES FOR ADDITIONAL
231 3'-0" 8'-0" 1-3/4" MTL FF SC ST A 1 1 LATCHSET INFORMATION, SHOWN DASHED
1 ELECTRONIC STRIKE Ceiling height PLASTIC LAMINATE 17. INSTALL PANIC HARDWARE TO EXISTING DOOR
232 3'-0 8'-0 1-3/4 MTL FF SC ST A 1 1 STOP X. EXISTING TO REMAIN PL-1 WILSONART, #D9660, "SHADOW" - CABINET FRONT 18. NEW BASE AND UPPER CABINETS - SEE DETAIL 3/A5
233 3'-0" 8'-0" 1-3/4" MTL FF SC ST A 1 1 SWEEP (ROOM 221 ONLY) LAMINATE (TYPICAL UNO) 19. NEW COFFEE BAR WITH (2) SINKS, (2) DISHWASHERS AND
234 3'-0" 8'-0" 1-3/4" MTL FF SC ST A 1 1 LENEL CARD READER (BY TENANT) PL-2 WILSONART, #D91-60 "SLATE GREY" - COUNTERTOP UPPERS - SEE DETAIL 5/A5 �(-
235 3'-0" 8'-0" 1-3/4" MTL FF SC ST A 1 Symbols AND BACKSPLASH LAMINATE (TYPICAL UNO) ��
236 3'-0" 8'-0" 1-3/4" MTL FF SC ST A 1 J ,A'
237 3'-0" 8'-0" 1-3/4" MTL FF SC ST A 1 REMARKS: Wall Legend 45
239 3'-0" 8'-0" 1-3/4" MTL FF SC ST B 1 1. 2'-10" TEMPERED RELITE 9DNAIEL
„ » E DOOR SYMBOL, EXISTING EXISTING WALL TO REMAIN � •
240 3'-0 81-011 1-3/4 MTL FF SC ST B 1 2. 1 -6 % HR. TEMPERED RELITE (PROVIDE VISION O G RD, OREGON
241 3'-0" 8'-0" 1-3/4" MTL FF SC ST A 2 1. PANEL ALTERNATE TO REPLACE RELITE) ® DOOR SYMBOL, NEW NEW WALL TO BOTTOM OF CEILING
242A 3'-0" 8'-0" 1-3/4" MTL FF SC ST A 3 2., 3., 4. 3. 20 MIN. RATED DOOR, FRAME AND HARDWARE �P
242B 3'-0" 8'-0" 1-3/4" MTL FF SC ST B 3 3. 4. ALTERNATE: VISION PANEL IN DOOR /� NEW WALL TO BOTTOM OF STRUCTURE
NEW PARTIAL HEIGHT WALL
1 2 3 4 5 6 7 8 9 10 Client:
3 Pacific NW
A4
Properties
�- -----J --------------
I I I
42 15 I- I EXIT TRAVEL DISTANCE=200'-8" 6600 S.W. 105th Avenue
L--- --------------------------- --------------------------- ------------
I� j Beaverton, Oregon 97005
11 p" NFERENCE
w 2A A402
4 aIQ 312.7 S.F.4A X I
TT
_ROOM ZOI oB-EXI7S 0.85N Project:
C4AXX !J1027.32 S.F. o0I P. 3 10e„ Umpqua Bank
7„ �„ �„ �„ 1„ 1„ /15 = 68.49 �„ 3„ , » p 1
10'- e 10'-4� 10'-48 10'-48 4'-5� 4'-10� 5'-0" A:ExrTs 2 I I 10 -48 10'-44 4 -0" 3 0
2 L.-. I 11 T.1.
- -
j
W RK R OM
234 235 236
r
205 206 207uite 200COORIDORC4 A XXX
6'-5" 19200 16 90 S.FOFFICE OFFICE OFFICE FFICE �•1-• FFICE OFFI E /100 - 0.9
A4AXX A43A XXX
A4A/XXX A43A XXX ) 005 94 S.F. O 12'-1 1 " I A4AXX CD A40A X XX B:EXITS 1
CD EXEMPT _
119.9 F. 119.9 S.F. 119.9 S.F. 119.9 S.F. WORK R OM L-----------------_,--, ----,-- -__ _--,J 120 S.F. TYP. I 120 S.F.
N /100 J 1.2 /100 = 1.2 /100 = 1.2 /100 = 1.2 238
I B:EXITS 1 :EXITS 1 B:EXITS 1 B:EXITS 1 C4_A7X XX WE NES 42 201 LOBBY 8:EXOITS 1 2 N B:EOXITS 1 2 6 16 11 1 Tigard,
, O 72nd
79.16 S F 239 B4BBx 11 Tigard, Oregon
C 1 00 = 9 320.06 S.F.
B:EXITS 1 48.82 S.F. - HALLWAY ENC AVE /100 = 3.2
4 EXEMPT 16 O 241 241
I I A4AXX 240 B:EXITS 1
233 / r7 4 XX
876.88 S F. 47.82
0 47.82 S.F. 203 } 20 Sheet Title:
...... EXEMPT EXEMPT I.. SM. CONFERENC
CON ERENCE O O CONF ENCE O
208 F
23 239 240 4'- 203 1 Plan
A47. 6xS FX po E 60486 S.F.F 97.5 S.F.
Floor an
/15 = 9.83 13 11 _ CEJ O "11 1 ELECTR C ROOM rte, H217 Y 11 /15 = 13.42 TYP. I /15 = 6.52
B:EXITS 1
11 oowN I cy'. d o XO A4 A XXX B:EXI S 1 ;��DOAW B:EXITS 1
14 0 107.2I.F. 811.92 S.F. 9
CD x
E
r.._ i
EXEMPT
17 - � 0 2
OQ
224 .....DO
/ 17
OFFICE OFFICE OFFICE OFFICE 11 OFFICE 18 I / - - - OFFICE 0 ICE OFFICE HALLWAY OFFICE OFFICE W
Ci
SIM.
232 231 230 HALLWAY 228 227 WOME /. /1 / E 11 0 216 15 214 213 212 211
E- O 0__ W A4 A X XX / A AIX XX B4BBX ►' �X XX A4 A X XX A4 A XXX
.' A4A X X A4A XXX A4A XXX 229 XX A4A XXX A4A XXX XX 4 �}
I A4 120 S.F. 12 S.F. 120 S.F. 1037.99 S.F. 114 S.F. 114 S.F. ENCLAVE
119.67 S. 119.67 S.F. 119.67 S.F. 119.67 S.F. 119.67 S.F. 3
/100 = 2 cV /100 = 1.2 512.88 S.F ��" 175.09 S.F. ER VER ROOM - 11 /100 = 1.2 /100 = 1.2 /100 = 1. I EXEMPT \
/100 = 1.2 /100 = 1.2 /100 = 1.2 / N 100 = 1. 4 100 = 1. 4 1 `-�
/ 1 / 1 209
B:EXITS B:EXITS 1 B:EXITS 1 EXEMPT B:EXITS 1 B:EXITS 1 / EXEMP XXXX 221 W RK ROOM B:EXITS 1 XITS 1 B:EXITS B:EXITS 1 B:EXITS 1
I� =K, D4BBX I 34.76 S.F.
EQ. 3' 0" Q. I o 192.82 S.F. 5419X
WAY n 143.64 S.F. 218 Ld SIMEXEMPT
16
232 231 230 228 227 T XX-C) S300TS I 2 1121.87XS FX 216 215 214 212 211
390.66 S.F.f /100 - 1.22 ENCLAVE
A4 B:EXITS 1 Ld �-- 10
EXEMPT 221
WORK ROOM ENCLAVE HALLWAY 16 0 10 10 A4AXX
1 226 224 223 834.76 Revisions:
S F
E g C4AXX 5 81 �� x x TYP. TYP.
EXEMPT -
? 41 E3 98 _U9
/100 = 0.96 EXEMPT EXEMPT o OFFICE OFFICE
B:EXITS 1 14 - 220 219
ENCLAVE ^-`D A4 A X XX 74 A X XX
225 130.87 S.F. 120.1 S.F. I
A4AXX -I /100 = 1.31 /100 = 1.2 N
42.06 S.F. B.EXITS 1 B:EXITS 1
EXEMPT
220 219
10'- j" 10'-4j" 10'-4j„ 5'-5'�„ 10'-4j" 10'-4B„ 8,-51j„ 7,-1 „
16 10'-4$" 4'-9T" 10'-4A" 10'-48" 10'-4j" 8'-5A" 9'-10 " 9'-10A"
OPE OFFICE
204
A4 A X XX
10066 03 S.F.
/100 100.66 RIGHTSNDESIGN REESE RESERVED GROUP,
UP, P.C., 2014, ALL
B:EXI S 2
THESE DRAWINGS ARE THE PROPERTY OF
MILDREN DESIGN GROUP, P.C., AND ARE
NOT TO BE USED OR REPRODUCED IN ANY
MANNER, EXCEPT WITH THE PRIOR WRITTEN
PERMISSION OF MILDREN DESIGN GROUP, P.C.
-- -� Date: 12 November 2014
0 0
Drawn by: Checked by:
Job Number: 114106
Floor Pla - Second Floor Sheet
iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillllllllllllllllillillillillillillilillillillilli 20,633 SF
265 OCCUPANCY
0 2 4 8 16 Permit Submittal - November 2014 A2
WHERE TOP OF WALL TO STRUCTURE (1) 20 GA. 35/$" NOMINAL METAL
ABOVE IS LESS THAN 5'-9" PROVIDE STUD BRACING TO STRUCTURE
• (1) BRACE AT 8'-0" 0/C TO ONE WITH (2) #8 SHEET METAL ~o EXISTING ROOF STRUCTURE
2x BLOCKING AS REQUIRED
SIDE ONLY, STAGGER SIDES. WHERE SCREWS AT EACH END; PROVIDE z __ __ _ _ 3Y2" SOUND ATTENUATION --�"'
DOUBLE STUD BRACE WHEN p BATT
DISTANCE IS GREATER THAN 5 —9 , z MULLION
DISTANCE TO STRUCTURE ABOVE pAA MILDREN DESIGN GROUP, P.C.
PROVIDE BRACES EACH DIRECTION ATCL 2x BLOCKING
IS GREATER THAN 5'-9". BRACING Q ARCT TTECruRE a SPACE PLANNING
81—Opt 0/C TO BE PROVIDED WHERE DISTANCE � `t 2" DEEP, 18 GA TOP TRACK; 2" DEEP, 18 GA TOP TRACK. 7650 S.W. Beveland, Suite 120
45° BETWEEN PERPENDICULAR o a �j DO NOT SCREW GYPSUM DO NOT SCREW GYPSUM Tigard, Ore2On 97223- 692
INTERSECTING WALLS OR z BOARD TO TRACK BOARD TO TRACK
(503, 244-0552
HORIZONTAL BRACING BETWEEN o Q GYPSUM BOARD
........................... ................................. ........_....................................... AT EACH SIDE
WALLS EXCEEDS 8'-0" (DO NOT Y — SEALANT TAPE
EXTEND BRACING INTO EXPOSED v In
C1 Cr In V SIMPSON CS20 CONTINUOUS
STRUCTURE AREAS) m Li Ld
STRAP WITH {1} #8 SCREW (1) LAYER " TYPE "X"
G
L IY2" x 1Y2" x 16 GA x A7 EACH STUD AND (4) #8 - OPTION BD., V-0"
1GIN
CONT.
" WITH (4) #8 SCREWS SUSPENDED CEILING SCREWS AT EACH BLOCKING ALUMINUM BRAKE SHAPE ( FIRE SAF -
PIECE LIEU OF (1) 1'-0" x CONT. _
EACH SIDE TO MATCH EXISTING SYSTEM
LAYER " TYPE "X" GYP. BD.)
CASING BEAD USG 200—A METAL STUD BLOCKING AT C° ATTACH AT BOTTOM ONLY TO
ATTACH STUD TRACK EACH END OF WALL AND , STUD WITH DRYWALL SCREWS
TO BRACING THROUGH5/8" GYPSUM BOARD EACH SIDE 48" O/C VERTICAL SPACING TYPICAL BOTH SIDES
OVERSIZED HOLE IN SECURE TO STUDS WITH TYPE 'S' 24 O/C STUD CHART: — INTERIOR OFFICE WALL DO NOT SCREW GYPSUM -
GRID •362 S 125-18 TO 9'-11"
SCREWS AT 5" — 7" O/C •362 S 137-33 TO 17'-6" BOARD TO EITHER TOP TRACK
• 400 S 162-33 TO 19'-10"
•600 S 162-33 TO 27'-7"
35/s" NOMINAL 25 GAUGE METAL SEE A K'
1D ATTENUATION BATT /E FOR ALTERNATE
STUDS AT 2'-0" 0/C SIZES
4" RUBBER BASEPOWER—ACTUATED FASTENERS: SERVER EXISTING SUSPENDED CEILING !" -
TYPICAL � �'" 4q�
•0.145"O x MIN. EMBED AT � f
12" 0/C WALL TO 22'-0" POWER—ACTUATED FASTENERS:
•Q.145"O x " MIN, EMBED AT RUBBER BASE 0.145"0 x J" MIN. EMBED AT (1) LAYER " TYPE 'Y'
�Nl
• 4*OREGON4 _
6" 0/C, WALL TALLER THAN TYPICAL 12" O/C WALL TO 22'-0" GYP. BD. EACH SIDE DANIEL
22'-0" -0.145"0 x 4" MIN. EMBED AT 24" O/C STUD CHART: � GR
6" O/C, WALL TALLER THAN •362 S 125-18 TO 9'-11" a
22'-0" •362 S 137-33 TO 17'-6" r'
' ' •400 S 162_33 TO 19'-10"
(T'� Wall to Suspended Ceiling Height Wall ('3_'� Wal! at Mullion .600 S 162-33 TO 27'-7" VF
A4 3"-1'-0" A4 3"-1'-0" A4)3),
-1'-0" SEE A/E FOR ALTERNATE
1 al d—r5 1 e2d—r9 1 i1 b SIZES
4" RUBBER BASE TYPICAL
Client: -
SEALANT 2'-12
POWER—ACTUATED FASTENERS: _
— PLASTIC LAMINATE •0.145"0 x 4" MIN. EMBED AT Pacific NW
SPLASH, ONLY 4, ZZ 12 O/C WALL TO 22'-0"
2'-1" WHERE INDICATED MAXIMUM
PER ELEVATION HEIGHT TO PLYWOOD WITH PLASTIC •0.145"? x 4" MIN. EMBED ATProperties
LAMINATE. ATTACH TO STUDS 6" 0/C, WALL TALLER THAN
PLASTIC LAMINATE TOP OF SINK WITH (2) 2X" TYPE S BUGLE 22'-0"
COUNTERTOP AND/OR HEAD SCREWS, COUNTERSUNK. a
COUNTER SET IN SEALANT BED
a CONTINUOUS 4 1-hour Wall with Deflection Connection
I I a a FRENCH CLEAT
MOUNTS TO IN— 3"=1'-0"
' I ° ° WALL BLOCKING. A4 1e2b—r4 6600 S.W. 105th Avenue
2 —0 NOTE: HIGH DENSITY PARTICLE
SHIM CABINET a °
L,I BOARD MAY BE SUBSTITUTED Beaverton, Oregon 97005
BOX AS REQUIRED WIRE PULLS TYP. FOR PLYWOOD UPON °
-- -E- -�- - - a a _
— ARCHITECT'S REVIEW a -
6
PLYWOOD WITH PLASTIC Project:
LAMINATE AT COUNTER TOP (TWP) 3/4" MDF Q
— 1 AND EDGE. ATTACH TO ° ° ADJ. SHELVING I Umpqua Bank
_� l r 1 SUPPORT W/ #10 x 2"LIJ ° a MELAMINE FINISH. -
-•-- MELAMINE INTERIOR I N SCREWS AT 6" 0/C 3/4" MDF DOORS
N z COUNTERSUNK ° ° COVER BOTH FACES Suite
AND EDGES W/ SLllte 2O0
a a PLASTIC LAMINATE
I a a
MELAMINE INTERIOR
° a WIRE PULLS TYPICAL
13535 SW 72nd
Tigard, Oregon
NI-
3" BASE — SEE FINISH SCHEDULE Sheet Title: -
SCRIBE TO FLOOR FLOOR STRUCTURE
1„ CLEAR
Details
('5 '� Cabinet Baseri"**� Cabinet Base at Sink Upper Cabinet
A4 1 1'-0" A4 136"-1'-0" A4 1,x.,=1'-0"
d-6410—casework—base cabinet with drawers 19a4—r2 d-6410—casework—upper cabinet
PLASTIC LAMINATE
COUNTERTOP AND
SPLASH
SEALANT
Revisions:
4
SHIM CABINET U_AM
BOX AS REQUIRED °
a o
a a
WIRE PULLS
a a
" o a
0 0
O o Q
N MILDREN DESIGN GROUP, P.C., 2014, ALL
PLASTIC LAMINATE RIGHTS RESERVED Q
° a FACE AND EDGE THESE DRAWINGS ARE THE PROPERTY OF
BAND MILDREN DESIGN GROUP, P.C., AND ARE
NOT TO BE USED OR REPRODUCED IN ANY
MANNER, EXCEPT WITH THE PRIOR WRITTEN _
0 o PERMISSION OF MILDREN DESIGN GROUP, P.C.
° MELAMINE INTERIOR Date: 12 November 2014
Drawn by: Checked by:
JCM DAV
3" BASE — SEE FINISH SCHEDULE
Jo Number: 114106
SCRIBE TO FLOOR
Sheet =
s Base Cabinet Section
Y d-6410-1—casework—base—cabinet Permit Submittal - November 2014 A4
=
----------- ------- ---------
EXISTING ADJUSTABLE SHELVES REMOVE EXISTING SINK, INFILL AND
ADJUSTABLE SHELVES TYPICAL TYPICAL, TO MATCH NEW CASEWORK EXTEND EXISTING CABINET AND
PLASTIC LAMINATE COUNTERTOP AND COUNTERTOP, REPAIR, REFINISH AND ADJUSTABLE SHELVES TYPICAL ADJUSTABLE SHELVES TYPICAL
PLASTIC LAMINATE 7 SPLASH, TO MATCH NEW CASEWORK MATCH NEW CASEWORK PLASTIC LAMINATE PLASTIC LAMINATE
COUNTERTOP AND SPLASH A4 PLASTIC LAMINATE FACE, TO MATCH7 COUNTERTOP AND SPLASH COUNTERTOP AND SPLASH
PLASTIC LAMINATE FACE TYP. NEW CASEWORK PLASTIC LAMINATE FACE-7 PLASTIC LAMINATE FACE--- MILDREN DESIGN GROUP, P.C.
ARCT-HTECTURE = SPACE PLANNING
7650 S.W. Beveland, Suite 120
CN CN CN CN Tigard, Oregon 97223-8692
(503) 244-0552
=7 7�
0 U- 0 L&- 0 L� 0
8 5
o A4 A4 0 0 0
CN
4 CN CN
TYP.
.......... .....
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♦
4-
2'-8' 45
6'-0- EXISTING CASEWORK NEW CASEWORK 12'-0" DAME
(5) EQUALLY SPACED TO REMAIN (2) EQUALLY SPACED1 (8) EQUALLY SPACED (5) EQUALLY SPACED
(1) DUPLEX AND DATA OUTLET FIELD VERIFY (1) DUPLEX AND DATA OUTLET FIELD VERIFY (2) DUPLEX AND DATA FIELD VERIFY (1) DUPLEX AND DATA OUTLET FIELD VERIFY G RD, OREGON
OUTLET
0%
Casework Elevation - Work Room 207 Casework Elevation - Work Room 218 ( 3'� Casework Elevation - Work Room 226 ( 4"� Casework Elevation - Work Room 238 OF
Elev.WorkRoom - 207 ��501ev.WorkRoom - 218 Elev.WorkRoom - 226 ��5�Elev.WorkRoom - 238
ADJUSTABLE SHELVES TYPICAL REFRIGERATOR. PROVIDE Client:
PLASTIC LAMINATE PLUMBING AND POWER (3) MICROWAVES. PROVIDE POWER PLASTIC LAMINATE
COUNTERTOP AND REQUIRED BY MANUFACTURER, ICE MACHINE. PROVIDE (2) COOLER. PROVIDE PLUMBING REQUIRED BY MANUFACTURER, (3) COFFEE MARKERS. PROVIDE COUNTERTOP AND Pacif is NW
SPLASH-PLI COORDINATE WITH TENANT PLUMBING AND POWER AND POWER REQUIRED BY COORDINATE WITH TENANT PLUMBING AND POWER SPLASH-PLI
PLASTIC LAMINATE FACE-PL21s-2REQUIRED BY MANUFACTURER, MANUFACTURER, COORDINATE REQUIRED BY MANUFACTURER,
(6) EQUALLY SPACED L COORDINATE WITH TENANT WITH TENANT CASEWORK TO STOP AT JOG IN WALL COORDINATE WITH TENANT Properties
FIELD VERIFY VERIFY EXACT LOCATION
CN
I I
6600 S.W. 105th Avenue
Beaverton, Oregon 97005
Project:
7 —7
... ...... ...
A/V AY
Umpqua Bank
Wx* U-
6
Tlyp.
Suite 200
SNACK GRID N.I.C.
ICE NIC.
D.W. N1C. D.W.N1C. REF. N.I.C. COOLER N.I.C. COOLER N.I.C. FREEZER N.LC. PAY N.I.C. REF N.I.C. REF. N.I.C.
X
13535 SW 72nd
O
Tigard, Oregon
61 DOORS ONLY AT ACCESSIBLE FREEZER. PROVIDE PLUMBING PAY STATION. PROVIDE 2'-4- 5'-8- 2'–Q" Sheet Title:
2'-0" 7'-2- 2'-0" 2'-0" SINK; NO BASE OR SHELF, AND POWER REQUIRED BY INTERNET AND POWER REQUIRED
CLEAR CLEAR
(5) EQUALLY SPACED CLEAR QUALLY Y SPACED INSULATE HOT AND WASTE MANUFACTURER, COORDINATE BY MANUFACTURER,
FIELD VERIFY ELEVATION A PIPING; CONTINUE FLOORING WITH TENANT COORDINATE WITH TENANT ELEVATION 8 PLASTIC LAMINATE FACE-PL2 (2) EQUALLY SPACED Casework
(2) STAINLESS AND BASE UNDER SINK
STEEL SINKS MINIMUM CLEAR SPACE WIDTH SNACK GRID, PROVIDE POWER (2) REFRIGERATOR. PROVIDE ADJUSTABLE SHELVES TYPICAL Elevations
5 Casework Elevation - Break Room 241 ALLOWABLE IS 2'-6" REQUIRED BY MANUFACTURER, PLUMBING AND POWER
A�X00=11-031 '-- (2) ACCESSIBLE COORDINATE WITH TENANT REQUIRED BY MANUFACTURER,
50ev.BreakRoom - 241 DISHWASHERS COORDINATE WITH TENANT
7 2'-1
PLYWOOD WITH PLASTIC LAMINATE;
(1) DUPLEX AND DATA OUTLET ATTACH TO STUDS WITH (2) 2Y2- TYPE 'S'
BUGLE HEAD SCREWS, CO NTERSUNK; SET
IN SEALANT BED
PLASTIC LAMINATE COUNTERTOP
Revisions:
—A
+
0
I ct� +
:U�
r- N
LV'412"xIJ12" WITH 10 GA.x-3/4" MILDREN DESIGN GROUP, P.C., 2014, ALL
SCREWS AT 12" O.C. INTO RIGHTS RESERVED
PLYWOOD AND IY2" SCREWS THESE DRAWINGS ARE THE PROPERTY OF
MILDREN DESIGN GROUP, P.C., AND ARE
AT 6" O.C. TO STUD NOT TO BE USED OR REPRODUCED IN ANY
MANNER, EXCEPT WITH THE PRIOR WRITTEN
z 00 PERMISSION OF MILDREN DESIGN GROUP, P.C.
(0 2x4 WOOD STUDS AT 16" O.C.
C'4 C14
Date: 12 November 2014
Drawn by: Checked by:
FIELD VERIFY NOTE: WHERE END OF COUNTER INTERSECTS STUD WALL, INSTALL BLOCKING AND JCM DAV
SECURE COUNTER SUPPORT TO BLOCKING AND/OR STUDS WITH (2) 2x" TYPE S
BUGLE HEAD SCREWS AT 12" O/C MAX. PROVIDE (6) SCREWS MINIMUM Job Number: 114106
Sheet
Casework Elevation - Enclave Typical r8-N� Counter Section
TT Y,
Tyf
z
A5
A5
Elev.Enclave Typ 19a1 Permit Submittal - November 2014 A5