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Plans (39) DRAWING INDEX DEMOLITION 1. EXISTING STRUCTURE TO BE LEFT UNDISTURBED AND INTACT. PERFORM NO DEMOLITION THAT MAY COMPROMISE THE a A-1 CODE SHEET & GENERAL INFORMATION STRUCTURAL INTEGRITY OF THE BUILDING WITHOUT WRITTEN APPROVAL OF THE ARCHITECT / ENGINEER. R +." ! TENANT IMPROVEMENT FOR JUL 52012 A-2 FLOOR PLAN — DEMOLITION 2. EXTREME CARE SHALL BE TAKEN BY THE CONTRACTOR TO PROTECT ALL EXISTING AREAS TO REMAIN FROM DAMAGES THAT S H O R E s r I >r A-3 FLOOR PLAN — TENANT IMPROVEMENT MIGHT OCCUR DURING DEMOLITION. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR ALL AREAS THAT HAVE BEEN A LT E N SA KA A-4 REFLECTED CEILING PLAN — DEMOLITION DAMAGED DUE TO INADEQUATE PROTECTION. rI7�,CITYOFTIGARD BUILDSG DIVISION A-5 REFLECTED CEILING PLAN — TENANT IMPROVEMENT 3. MAINTAIN 100% SPRINKLER COVERAGE. A-6 INTERIOR DETAILS / FINISH SCHEDULE 4. REMOVE ALL EXISTING SIGNAGE, PICTURES, NAILS, HOOKS, EQUIPMENT, ETC., LEFT BEHIND FROM PRIOR TENANT, FROM ALL CODE SUMMARY WALLS, DOORS, DOOR FRAMES, STRUCTURAL, AND CONCRETE CEILING. Shorenstein Realty Services CONSTRUCTIONOne SW Columbia Street,Suite 300 CODE 2010 OREGON STRUCTURAL SPECIALTY & ZONING MUE-1 CONTACTS Portland, Oregon 97258 UNIFORM FIRE CODE 1. PERFORM ALL WORK IN ACCORDANCE WITH ESTABLISHED BUILDING STANDARDS FOR TENANT IMPROVEMENTS. FIRE PROTECTION SMOKE DETECTION SYSTEM 2. ALL DIMENSIONS ARE TO FACE OF FINISHED SURFACE UNLESS NOTED OTHERWISE. ALL PARTITIONS TERMINATE AT THE BUILDING MANAGEMENT: CONTRACTOR: ARCHITECT: FULLY SPRINKLERED UNDERSIDE OF THE EXISTING SUSPENDED CEILING UNLESS OTHERWISE NOTED. SHORENSTEIN REALTY SERVICES, L.P. RUSSELL CONSTRUCTION, INC GBD ARCHITECTS, Incorporated Lincoln Center Lincoln tower AREA SUITE 300: 7,560 USF CONSTRUCTION TYPE: 2—B 3. MECHANICAL ELECTRICAL AND FIRE PROTECTION SYSTEMS INDICATED ARE FOR INFORMATION ONLY. THESE SYSTEMS ARE 5335 Meadows Road 20915 SW 105th Ave 1120 NW Couch Street VACANCY: 4,721 USF SUB—CONTRACTOR DESIGN/BUILD AND ARE TO BE SUBMITTED UNDER SEPARATE PERMIT, UNDER THE MASTER PERMIT FOR Suite — 275 Tualatin, Oregon 97062-9511 Suite — 300 THIS PROJECT. IT IS THE RESPONSIBIUTY OF THE DESIGN BUILD SUB—CONTRACTOR TO OBTAIN THESE PERMITS. iga , Greenburg Road STORIES 12 Lake Oswego, Oregon 97035 Phone: 503/692-9002 Portland, Oregon 97209 CONTRACTORS SHALL VERIFY SIZES AND LOCATIONS OF ALL MECHANICAL AND ELECTRICAL EQUIPMENT, BOTH EXISTING AND NEW. Fax: 503/692-9008 Tigard, Oregon 97224 OCCUPANT LOAD OCCUPANT LOAD FACTOR: 100 EGRESS SUITE 300 — NUMBER OF REQUIRED EXITS: 2 Phone: 503/619-3200 Phone: 503/224-9656 Contact: Donn Sturdivant OCCUPANT LOAD 76 VACANCY — NUMBER OF REQUIRED EXITS: 1 4• MAINTAIN 100% SPRINKLER COVERAGE Fax: 503/619-3210 Fax: 503/299-6273 Email: DsturdivantOrussellconstruction.com 5. ALL WALLS, DOORS, FLOORS, CEILINGS WITHIN THE LIMITS OF WORK NOTED, ARE TO BE PATCHED, PLASTERED, SANDED AND Contact: Andrea O'Neil Contact: Whit Middlecoff A LT E N SAKAI PREPARED READY FOR THE NEW FINISH SPECIFIED. Cell Phone: 503/519-9506 Cell Phone: 503/758-9053 GENERAL NOTES THE FOLLOWING GENERAL NOTES APPLY TO EACH DRAWING IN THIS 6. PROVIDE EXIT SIGNS AND EMERGENCY LIGHTING SYSTEM IN CONFORMANCE WITH CITY OF TIGARD REQUIREMENTS. Email: aoneilashorenstein.com Email: whitagbdarchitects.com 3RD FLOOR, SUITE 300 PACKAGE. THEY DO NOT REAPPEAR ON THE INDMDUAL SHEETS. 7. THE DESIGN OF ALL SEISMIC BRACING AND SUPPORTS FOR CEILING, MECHANICAL AND ELECTRICAL ITEMS AND PARTITIONS IS A. ALL WORK IN THIS BUILDING IS TO BE PERFORMED UNDER THE CITY OF TIGARD PERMIT PROGRAM. A MASTER PROJECT THE RESPONSIBILITY OF THE RESPECTIVE CONTRACTOR/VENDOR TO MEET CITY OF TIGARD BUILDING CODE. NUMBER WILL BE ISSUED FOR THE PROJECT. ALL OTHER DESIGN BUILD PERMITS ARE TO BE TAKEN OUT AS SEPARATE PERMITS UNDER THE MASTER PROJECT NUMBER. 8. SEAL ALL THROUGH FLOOR / RATED—WALL PENETRATIONS WITH RATED ASSEMBLIES AS REQUIRED TO MAINTAIN THE EGRESS PLAN ������ A�cT INTEGRITY OF FLOOR / WALL ASSEMBLY. B. MECHANICAL WORK IS PROVIDED THROUGH A CONTRACTOR DESIGN BUILD SYSTEM. MECHANICAL WORK INDICATED IN THESE a IG L D � � DOCUMENTS IS FOR INFORMATION ONLY. MECHANICAL CONTRACTOR IS TO FIELD VERIFY ALL EXISTING CONDITIONS AND 9. DOORS OR OPENINGS LOCATED BY A WALL AT A RIGHT ANGLE ARE TO BE INSTALLED 4 INCHES FROM SAID CONDITION. THIS // G�wG " PROVIDE ENGINEERED DRAWINGS TO MEET THE DESIGN DEPICTED IN THESE DOCUMENTS AND ALL CITY OF TIGARD BUILDING CONDITION IS TYPICAL AND WILL NOT BE DIMENSIONED. /v/ CODE REQUIREMENTS. MECHANICAL CONTRACTOR IS TO MEET ALL CITY OF TIGARD SUBMITTAL REQUIREMENTS FOR DESIGN 10. ALL NEW AND EXISTING DOORS TO BE SOLID CORE FLUSH TO MATCH WI DING STANDARD AND HAVE BUILDING STANDARD PORT D, OREGON BUILD PROJECTS, AND SUBMIT PROJECT TO CITY OF TIGARD. MECHANICAL DESIGN BUILD DRAWINGS SHALL BE SUBMITTED, LEVER HARDWARE cf) 3008 �Q AND APPROVED BY THE OWNER'S CONSTRUCTION MANAGER AND ARCHITECT, PRIOR TO ISSUING TO THE CITY OF TIGARD FOR E LIMITS OF WORK 1� PERMIT. 11. UTILIZE ZERO VOC PAINT SYSTEMS, INCLUDING PRIMERS AND FINISH PRODUCTS. OF O C. PLUMBING WORK IS PROVIDED THROUGH A CONTRACTOR DESIGN BUILD SYSTEM. PLUMBING WORK INDICATED IN THESE 12. PROVIDE SOUND INSULATION IN ALL NEW WALLS EXCEPT FOR LOW OR PARTIAL HEIGHT PARTITIONS. DOCUMENTS IS FOR INFORMATION ONLY. PLUMBING CONTRACTOR IS TO FIELD VERIFY ALL EXISTING CONDITIONS AND PROVIDE ENGINEERED DRAWINGS TO MEET THE DESIGN DEPICTED IN THESE DOCUMENTS AND ALL CITY OF TIGARD BUILDING CODE REQUIREMENTS.JE T , AND PLUMBING CONTRACTOR TIS HROUGH TO MEET ALL TIGARD D TIGARD SUBMITTAL REQUIREMENTS FOR DESIGN BUILD MECHANICAL / — #) ;PROJECTS, AND SUBMIT PROJECT THROUGH THE CITY OF TIGARD PERMIT PROGRAM. MAINTAIN 100% SPRINKLER COVERAGE / THROUGHOUT BUILDING. PLUMBING DESIGN BUILD DRAWINGS SHALL BE SUBMITTED, REVIEWED AND APPROVED BY THE // :-..- -- _ ♦♦ OWNER'S CONSTRUCTION MANAGER AND ARCHITECT, PRIOR TO ISSUING TO THE CITY OF TIGARD FOR PERMIT. • S 1. MECHANICAL AND FIRE PROTECTION SYSTEM WORK INDICATED IS FOR INFORMATION ONLY. CONTRACTORS SHALL VERIFY •/ / �/ / \ ♦♦D. ELECTRICA L WORK IS PROVIDED THROUGH A CONTRACTOR DESIGN BUILD SYSTEM. ELECTRICAL WORK INDICATED IN THESE SIZES AND LOCATIONS OF ALL EQUIPMENT, BOTH EXISTING AND NEW. THESE SYSTEMS ARE SUB—CONTRACTOR DESIGN/BUILD // \ ���` ' J! I ♦♦ DOCUMENTS IS FOR INFORMATION ONLY. ELECTRICAL CONTRACTOR IS TO FIELD VERIFY ALL EXISTING CONDITIONS AND AND ARE TO BE SUBMITTED UNDER SEPARATE PERMIT. IT IS THE RESPONSIBILITY OF THE DESIGN/BUILD SUB—CONTRACTOR / \ �� IV a- 1 \ /PROVIDE ENGINEERED DRAWINGS TO MEET THE DESIGN DEPICTED IN THESE DOCUMENTS AND ALL CITY OF TIGARD BUILDING TO OBTAIN THESE PERMITS. DESIGN BUILD DRAWINGS SHALL BE SUBMITTED, REVIEWED AND APPROVED BY THE OWNERS \ O� TL, i .. 1 CODE REQUIREMENTS. ELECTRICAL CONTRACTOR IS TO MEET ALL CITY OF TIGARD SUBMITTAL REQUIREMENTS FOR DESIGN CONSTRUCTION MANAGER AND ARCHITECT PRIOR TO SUBMITTING TO THE CITY OF TIGARD FOR PERMIT. ems/ i_BUILD PROJECTS, AND SUBMIT PROJECT THROUGH THE CITY OF TIGARD PERMIT PROGRAM. ELECTRICAL DESIGN BUILD ♦ I \. IIIIIIIIII '/Im `a__ e r i DRAWINGS SHALL BE SUBMITTED, REVIEWED AND APPROVED BY THE OWNER'S CONSTRUCTION MANAGER AND ARCHITECT PRIOR 2. CONTRACTOR TO PROVIDE CFM DELIVERY FOR EACH REGISTER ON THE MECHANICAL DB DRAWINGS. 1 _ ` , TO ISSUING TO THE CITY OF TIGARD FOR PERMIT. ! �' 1 EXIT AND EGRESS LIGHTING SYSTEM ARE TO BE INSTALLED TO MEET THE OSSC AND PRESCRIPTIVE LIGHTING PATH. EGRESS 3 PRI R T HANIAL PLANS ARE TO BE SUBMITW RKOR APPROVAL BY THE OWNERS' CONSTRUCTION MANAGER AND ARCHITECT 1 o o \� � �E. 0 0 CO ENCEMENT OF MECHANICAL 0 / J �� �o�o \ ' _ ■` I PLAN IS INDICATED IN THESE DOCUMENTS. / \ �I"�4. CONTRACTOR TO SUBMIT ALONG WITH BID. NUMBER OF EXISTING AND PROPOSED VAV BOXES AND TERMINAL UNITS // �': ` \ ` ■ N \F. MAINTAIN EXISTING BUILDING FIRE AND LIFE SAFETY SYSTEMS INCLUDING, BUT NOT LIMITED TO SPRINKLER SYSTEMS, SMOKE CONTEMPLATED AS PART OF DESIGN BUILD CONTRACT. is DETECTION SYSTEMS, SMOKE EVACUATION SYSTEMS, EXITING SYSTEMS AND EMERGENCY ANNUNCIATION SYSTEMS. � \ % / REVISIONS G. ALL WORK SHALL CONFORM TO APPLICABLE BUILDING CODES AND ORDINANCES, AS MODIFIED FOR THIS BUILDING ON ♦ \� // /' DATE RECORD AT THE CITY OF TIGARD. IN CASE OF CONFLICT WHERE THE METHODS OR STANDARDS OF INSTALLATION OF THE ELECTRICAL ��� ' ��MATERIALS SPECIFIED DO NOT EQUAL OR EXCEED THE REQUIREMENTS OF THE LAWS OR ORDINANCES, THE LAW OR k i �/ JULY 9, 2012 ORDINANCE SHALL GOVERN. NOTIFY ARCHITECT OF CONFLICTS. 1. ELECTRICAL WORK INDICATED IS FOR INFORMATION ONLY. CONTRACTORS SHALL VERIFY SIZES AND LOCATIONS OF ALL � _ _ _-_. ' / H. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY EXISTING CONDITIONS. NO ALLOWANCE WILL BE MADE FOR EQUIPMENT, BOTH EXISTING AND NEW. THESE SYSTEMS ARE SUB—CONTRACTOR DESIGN/BUILD AND ARE TO BE SUBMITTED ?� , �'P ,UNDER SEPARATE PERMIT. IT IS THE RESPONSIBILITY OF THE DESIGN BUILD SUB—CONTRACTOR TO OBTAIN THESE PERMITS. ( PROJECT NUMBER / 1 ism UNFAVORABLE CONDITIONS OR EVENT WHICH MIGHT HAVE BEEN DISCOVERED THROUGH A THOROUGH EXAMINATION OF THE lb p SITE. CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR THE CONSEQUENCES OF ACTING ON CONCLUSIONS DRAWN DESIGN BUILD DRAWINGS SHALL BE SUBMITTED, REVIEWED AND APPROVED BY THE OWNER'S CONSTRUCTION MANAGER AND I _ _ ■ I a FROM INFORMATION AVAILABLE AT THE TIME. ARCHITECT PRIOR TO SUBMITTING TO THE CITY OF TIGARD FOR PERMIT. �` —. ) 20095029 I. NOTIFY THE ARCHITECT IN WRITING, OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH WORK. in 2. ALL NEW ELECTRICAL OUTLETS TO BE MOUNTED AT +18" UNLESS NOTED OTHERWISE. LEGEND 0 J. PROVIDE ALL LABOR, TRANSPORTATION, EQUIPMENT AND SERVICES NECESSARY TO PERFORM WORK SHOWN ON THE DRAWINGS i^ AND DESCRIBED HEREIN. 3. ALL RECEPTACLES, SWITCHES AND COVERS TO BE BUILDING STANDARD AND MATCH IN COLOR. FIELD VERIFY COLOR UNLESS EXIT 0) OTHERWISE NOTED. ET) 2 4. SWITCHING FOR ALL LIGHT FIXTURES TO BE COORDINATED BETWEEN ARCHITECTURAL AND ELECTRICAL DRAWINGS PRIOR TO DENOTES AREA OF MIN 3'-8" WIDE EGRESS PATH a BEGINNING OF WORK. CONFIRM W/ ARCHITECT. \\ CC-) R n i5. MODIFY EMERGENCY EGRESS LIGHTING AS NECESSARY TO MATCH PRESCRIBED PATH AND TO CONFORM WITH IBC 2003. SEE PROVIDE EGRESS ILLUMINATION ALONG EXIT PATH NOT LESS THAN (1 ) FOOT i1� 61 Z G B D 5 EGRESS PLAN FOR EGRESS UGHTING PATH. s CANDLE MEASURED CONTINUOUSLY AT THE WALKING SURFACE. O' l 0 Cn 6. CONTRACTOR TO GET FIRE LIFE SAFETY DESIGN PRICING AND DEVICE COUNT FROM FIRE ALARM PROVIDER. ELECTRICAL ARCHITECTS C CONTRACTOR TO INCLUDE FIRE LIFE SAFETY IN IT'S BID. (1) VICINITY PLAN NO TH ApproCITY TIGARD [ o 1120 NW Couch Street co s, Conditionally Approved [ See Letter to:Follow Suite 300, Portland co ;«pare PI Attac ed 0 R 9 7 2 0 9 4 _ PermitNutnber• Ou ' AO0--°° ` ° :.A Tel: (503) 224.9656 r' w`gcoa ' Fax (503) 299.6273 $y: .ia. Date: AI6-i Fax: ( ) www.gbdarchitects.com = 1 IN i1 0 Q B?mn&Nrth- 0 F O-T-C ce LL F',*,et;�r,. ¢ w.-,...,ut,,w,v Occupancy Type 0 ' ':- Occupancy Load lb N _- Construction Type Z3 0' j Rated Corridor A L Energy Code {� Si cr ,. nN.'r '' Accessibility M- , ...... c N $.e., - OFFICE COPY Tenant Approval Xi:" U: O ii- r 0 0 Q 3 .. SW 00, S. '1 Date 0 (IT (2 : (3M (.4' . (5 • (e- • (7 . • (6) (9. I& . ` I II II II I1 Q II I1 II II ti TF if II Q II II II II I II II II I II II 1 ml I -��— BBB — 0— �i• ml 1 (1:-) m �/ $ No S tT1t1 1 m m m m m m . co co m m , co Ili. 8 vm : m mm m m' e- S S Ng `` m ` Shorenstein Realty Services \ CO I r ' ; m 0 One SW Columbia Street,Suite 300 rT sear MS. S Portland, Oregon 97258 N' c~ q,'' ) . . \ . v '6) '. 0 , % ■ \ d\ J _ Lincoln Center Lincoln Tower ,% \ , 0 -+ / (c.. \1 B* I (j C/ p + 4. • Tigard, Oregon 97224 / . ' \ 0 ' \ . 4 +44 i +18 / �' -(c ALTEN SAKAI ' +42 m 3RD FLOOR, SUITE 300 I +42 / \ --1._' . i ;' i $ +1 i e BBB ME'. & . t$111) ARCh.. 7. 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' JULY 9, 2012 • \ V}) „ y, I. ri IEIEI¢a>sfe=>sr� jrg ¢z —.. .. n %0�� J\ S m S S S S S m S S •/ . m PROJECT NUMBER • ma co co CO m CO mm m 4'•I:, 20095029 m m m m _ CO 03 i> o � O m �'� mm Imici, m �p m m m � � m m�,p U =1 L. - - I m , - - - - -- (A s___, I II II II II - W Ft n n n I II n 11 II II _ LY II I II It II 11 II [I C o N 1 3RD FLOOR DEMOLITION PLAN -0) ' GBD r. a 1/8” = 1 '-0" WHEN PRINTED ON 22 x 34 PAPER a ARCHITECTS GENERAL BUILDING NOTES: REFERENCE NOTES LEGEND Q 0 REMOVE GLASS AND STANTIONS FROM TRANSACTION TOP. 1120 NW Couch Street o _ A. PROTECT ITEMS DESIGNATED FOR SALVAGE OR REUSE TO OFFICE —ROOM NAME 0 ARCHITECTURAL PLAN ccn PREVENT DAMAGE. 0 REMOVE SINK AND CAP PLUMBING. 510A --ROOM NUMBER REFERENCE NOTE Suite 300, Portland M A REVISION NUMBER OR 97209 ' ® SALVAGE EXISTING CASEWORK AND REINSTALL AS INDICATED ON SHEET ELEVATION REFERENCE Tel: (503) 224.9656 � I A3. � '1 '-- SHEET REFERENCE Fax: (503) 299.6273 CPT-1 FLOORING TRANSITION www.gbdarchitects.com Q Q SALVAGE ALL STAINED WOOD BASE FROM WALLS SHOWN FOR ~DETAIL REFERENCE CHANGE w DEMOLITION. REINSTALL AS INDICATED ON FINISH SCHEDULE. •' SHEET REFERENCE 0 EXISTING PARTITION OR N 0 REMOVE. EXISTING LOW WALL PARTITIONS AND DEMISING WALL. OBJECT TO BE REMOVED �-DENOTES NEW 0.i EXISTING PARTITION TO REMAIN N H Os REMOVE PORTION OF EXISTING TRANSACTION TOP TO MAKE OPENING � QUAD POWER A-2 5 TO LOWER DESK WIDER. NEW BUILDING STANDARD o PARTITION o VOICE/DATA a- I ® SALVAGE EXISTING WHITEBOARD AND REINSTALL AS SHOWN ON SHEET NEW PARTIAL HEIGHT PARTITION 0 N r A3. Tenant Approval . . o $ SWITCH `• = BUILDING STANDARD RELITE FLOOR MONUMENT OUTLET o; QQ CUT EXISTING BOLT ANCHORS FLUSH WITH FLOOR SLAB.• 0 Date EXISTING DOOR AND FRAME BF FURNITURE OUTLET (BASE r• U ® REMOVE WALL COVERING AND PREP WALL TO RECEIVE NEW PAINT -6 TO REMAIN FEED) FINISH. • ( 1 (3� (4. (1 DOOR SCHEDULE Opening Door Door Frame Hdwr. _, ,I 11 _.I „ I II j, „ „ „ Door # # Leaves Size Material Type Material Group Remarks ml I Ai- 300-1 2 6'-0" x 8'-O" GL GL - 4 All glass door (D ' m m 3041 1 3'-0" x 8'-0" W D FL MTL 1 ` ' STEIN m. OFFICE OFFICE m m OFFICE m OFFICE m m OFFICE 306-1 1 3'-0" x 8'-0" WD FL MTL 1 m 366 m 368 4 370 372 4 374 308-1 1 3'-O" x 8'-0" WD FL MTL 1 m m' = 336-1 1 3'-O" x 8'-0" WD FL MTL 1 , S m 3441 1 3'-0" x 8'-0" WD FJ \\ i(1/) m 3442 1 3'-0" x 8'-0" W D FL MTL 3 Shorenstein Realty Services \, HALL 346-1 1 3'-0" x 8'-0" WD FL MTL 1 One SW Columbia Street,Suite 300 / 364 ( " l q / n Portland, Oregon 97258 OFFICE I 350-1 1 3-0 x 8-0 WD FL MTL 1 /*\/ * 79 360 \, _1u-w t'4 '� L {WB1> 352-1 1 3'-0" x 8'-0" WD FL MTL 2 / i u i n �; ., s• " N ' ; OPEN ' ! 362-1 1 3-0 x 8-0 W D FL MTL 1 ; ' i b' :� e = OFFICE R81)// N WB1 362-2 1 3'-0" x 8'-0" WD FL MTL 1 \ ,r. � 376 OFFICE HALL I<. ; „ „\ 356 �► �-� / � - . �-_ - �81� - -�--� 372-1 1 31-°II x $,-°" W D _ FL MTL 1 ■' � /� Lincoln enter-Lincoln tower � 0 % :: : 4•-0• 4 N 374-1 1 3-0 x 8-0 WD FL MTL 1 / \ 1�- 10260 SW Greenbur Road 362 N / g" B V V BF V �� •; ' ' N o 6)4, �<> Tigard, Oregon 97224 N +44 N N OFFICE ,' s SERVER Q N* Note: All new door heights to match existing door heights. Field verify existing doors prior to er / \ < 354 •' N 0 r, � 378 ordering. -- (C� ALTEN SAKAI HARDWARE GROUPS �; i� 3 - 3RD FLOOR, SUITE 300 \\ GROUP 1: GROUP 2: GROUP 3: GROUP 4: —42 CO m N+5; " = LATCH SET LATCH SET LOCK SET(STORE ROOM) CYLINDER LOCK I I I m °' t0'�� BUTTS BUTTS BUTTS PIVOTS �� y B E j IF -'�- • � SILENCERS SILENCERS SILENCERS SILENCERS �'� Oct,,'� � N �I -k— WALL STOP WALL STOP WALL STOP FLUSH BOLT _ g , OD_ MI +4 = CLOSER CLOSER PUSH/PULL ®O ' (, I OFFICE . N Q h CLOSER (CONCEALED) �� u� � �r' 348 350 4 N O FE W IG L VIS . e" N+5 112 +6( S ! 1:4 r�T , 1 1 I \ - PO D, OREGON N . 3008 1' OFFICE N 0 I 4 N * 5'-0-" I 346 m O B14 . 4' OF (0 ii I - rl C5� - � B r' '� � 300 �' -. _ � L- ��' / � m --+42 ITT a� ` LC X - +42 0 O cn ' T a• +42+41+4L --. ANT—OFFICE .P ��B U I = �. \\� (BM B t o o © 380 > �/ < 342 N N'N O __ CONFERENCE +5, _ © � PP OFFICE q 1' 304 B O B' m �', 336 N N m N DJ °° O m �.. 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ASSEMBLY RECEPTION m 306 N D 308 m !\' 7 © m m K ♦0 \ 334 i \ > N 9� /-----)1 N _ °° REVISIONS 0/0 N NO N , N Q1 m m . \ % OFFICE N -�� 0 L 338 7j ,p �� r✓ ,u HALL 7, \\ a♦ . \ \ N HALL N N ,_ DATE N ., 326 is._ 310 4 / Q / • Np• '� B / JULY 9, 2012 1Z _ SL y SL it-y V-Z �.L u V'��0 N S S S S m S S S S S m S j 0. / ( © - m m m m m m PROJECT NUMBER O OFFICE m m OFFICE N N OFFICE I OFFICE N _ cc N OFFICE z** CONFERENCE OFFICE I* OFFICE OFFICE -4 4- ; 4 ' 0 332 m m 330 324 m m 322 m 320 m 318 " N 316 m 314 " N 312 m m mm P = 20095029 Q m O'O m m m U =O I-= � I m m m m I I m m I I ° °° m el f,©_ ---(A CI i II it n n U Ii n n n - n - --" 1 n n n n n u n n 11 1 ii n I • C o N ., 1 3RD FLOOR - TENANT IMPROVEMENT PLAN ED GBD a 1/8" = 1 '-0" WHEN PRINTED ON 22 x 34 PAPER a N GENERAL BUILDING NOTES: REFERENCE NOTES ADD ALTERNATES LEGEND ARCHITECT s Q 0 PROVIDE NEW OR RELOCATED BUILDING STANDARD RELITE AND FRAME. 0 PROVIDE DEDICATED COOLING UNIT IN TENANT'S SERVER ROOM. A. NEW DOORS TO MATCH EXISTING. FIELD VERIFY DOOR OFFICE ROOM NAME ARCHITECTURAL PLAN 1120 NW Couch Street g MATCH STYLE AND SIZING TO WITH EXISTING OFFICE RELITES. PROVIDE SEPARATE METER FOR UNIT. REFER TO TENANT PROVIDED � Q co DIMENSIONS AND STYLE. REUSE EXISTING DOORS IF PRACTICAL. COOLING SPECS (ATTACHED) FOR NEW UNIT. 510A --ROOM NUMBER REFERENCE NOTE Suite 300, Portland B. NEW DOOR HARDWARE FINISH TO MATCH EXISTING FINISH OF ® PROVIDE NEW OR RELOCATED BUILDING STANDARD FULL HEIGHT RELITE. n 0 R 9 7 2 0 9 OTHER DOORS IN SUITE. ELEVATION REFERENCE /1 \ REVISION NUMBER Tel: (503) 224.9656 o C. NEW RELITES TO MATCH EXISTING IN SUITE. MATCH SIZE AND WIDTH INDICATED ON PLAN. 0 PROVIDE WOOD TRIM ON RELITE FRAMES ON CORRIDOR SIDE OF � — SHEET REFERENCE c RELITE ONLY. WOOD TRIM TO MATCH FINISH OF EXISTING WOOD BASE. Fax: (503) 299.6273 SILL / JAMB CONDITION. 3 ENLARGE OPENING AT RECEPTION DESK TO DIMENSION INDICATED. 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CENTER ALL RELOCATED DOWN LIGHTS, FIRE SPRINKLER HEADS, - REMAIN DIFFUSER TO REMAIN Fax: (503) 299.6273 SMOKE DETECTORS AND ALL OTHER CEILING PENETRATIONS IN NEW BUILDING STANDARD O EXISTING RECESSED CEILING LIGHT www.gbdarchitects.com < CENTER OF 2X2 TILE UNLESS NOTED OTHERWISE. FIXTURE TO REMAIN LLI ix . - En D. REPLACE DAMAGED AND SOILED CEILING TILES WHERE AFFECTED PARTITION O !'I - BY CONSTRUCTION TO MATCH EXISTING. BUILDING STANDARD RECITE EXISTING SPRINKLER HEAD LOCATION z 0, 1 r ■■' . EXIT SIGN i REFERENCE NOTES ' EXISTING 2X4 CEILING LIGHT A-5 FIXTURE ON EMERGENCY CIRCUIT ® EXIT SIGN TO BE REMOVED OR a)o °. A - EAST/WEST B - NORTH/ TV Q PROVIDE NEW BUILDING STANDARD ACOUSTIC CEILING SYSTEM TO ALIGN - RELOCATED o - SOUTH EXISTING 2X4 CEILING LIGHT 4 EQ. 1O'-O" WITH EXISTING GRID. 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SHELF 3 " PREPRINT EXPOSED LEGS FLAT BLACK•306 CONFERENCE •:PT2 RBI P1 'S PI P' ACT - • 4 308 OFFICE CPT' RBI PI '1 P1 P' ACT - ._. _ _ o PLASTIC LAMINATE ON " TYPE "X" GYPSUM BOARD ON 2�" METAL Shorenstein Realty Services MELAMINE BACK AND SIDE PANELS One SW Columbia Street,Suite 300 3'D HALL CPT' WE' PI 31 P1 P' ACT - j • ALL EXPOSED i�� STUDS ® 24" O.C. 3.2 ;')PEKE CPT' RBI P1 31 P1 P' ACT R R ��'I N SURFACES �� ACOUSTICAL INSULATION. .I■ �", 1� �- Portland, Oregon 97258 3'4 OFFICE C:PT. RBI P1 31 P1 P' ACT - ° ° ' `.� RUBBER BASE (SEE FINISH SCHEDULE) 9 3 6 C7FFICf C:I'I 2F31 PI 'I NI F' ACI �r IN �•� ► • ■ A CONTINUOUS ACOUSTIC SEALANT UNDER BOTTOM 3 8 ;:ON=ER=NL E PT, iB1 P1 ': P1 I' ACT - • C' �� ■ I( TRACK AND BOTTOM OF GYP. BD. 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WALL OCCURS 3RD FLOOR, SUITE 300 348 HALL CPT' WE' P1 31 PI P' ACT - , 21-1" , �� DOUBLE STUD AT JAMB, TYP. 3z.)4 01-t-ICI- - CI'I .411 PI 'I PI I' ACI ' 352 U3RARY VCT 3B1 P3 '1 PI r'' ACT PLI ! 'L2 PLASTIC LAMINATE \ -.= 354 OFFICE CPT 3B1 P1 '1 P1 Il" ACT 356 OFFICE CPT RL1 PI 31 P1 P- ACT COUNTERTOP. ���,�� A�jy BUILDING STANDARD HOLLOW MTL cc,,V- 353 HALL CPT WE' P1 31 PI P' ACT - — \ ��� �Y • MELAMINE DRAWER INTERIOR KNOCKDOWN FRAME ~ G L. aw-a 35D OFFICE CPT' RBI PI 31 P1 P' ACT - ow 3 'CA 62 BREAC VCr' RBI PI 31 P3 P' ACT - 3h4 HALL CPT' WE' P1 , 31 PI P' _ ACT - 1'-1" PLASTIC LAMINATE DRAWER N �� 3h� HALL OFFICE CPT' RBI P1 31 P1 P' ACT FACE PANELS BOTH FACES d —CONTINUOUS WOOD CLEATS. ATTACH o AND EDGES ON ALL o RTLA OREGON 36B CDFFIC F CHI 1131 PI "I PI F' AC I --tom o —r TO EACH CABINET SECTION AND EACH I EXPOSED SURFACES r- m e�� ,A 008 , 37J OFFICE CPT • B1 P1 '1 P1 I'" ACT - o 372 ofrlCC CPT RBI P 1 1 P 1 P" ACT - METAL STUD. v IN IN DOOR W/ 1 " 1 �1 ��� PLASTIC LAMINATE CABINET / \ OF O 374 orICE CPT RBI P1 31 P1 P ACT - WIRE PULLS 376 OPEN 0=FI•:E CPT' WBl !RB1 P1 '1 P1 P' ACT - See plan for exte•�ts o-base. • c ® " w BUILDING STANDARD HOLLOW MTL w (2) 3/4w ADJUSTABLE MELAMINE SHELVES 378 SERVER VET' RBI PI 31 PI P' ACT - cc m —� KNOCKDOWN FRAME 360 VACANT - - - - - - - - Existing firi shes to rerci ri w N t o I;"I �,�, fZUBBER BASE II mm .f'3X� - CABINET DOOR TO ALIGN W/ CABINET•...i BOTTOM • 6 CASEWORK SECTION - 2 TYP INTERIOR DOOR/RELITE 3/4" = 1 ,_0» 1-1/2" 1 ,_0„ ' FINISH LEGEND L / 1'-0" / 21-1" Code (Product !Description !Remarks `1 PLASTIC LAMINATE BACKSPLASH SUPPORT EATING BAR WITH CONCEALED/ STRUC. DECK BASE: IN 2'-1" / BRACING. KEEP KNEE SPACE'CLEAR. ABOVE. • Min: Roppe S r:hl "n c:arpelec crecs cnc cc:•eci PLASTIC LAMINATE COUNTERTOP PLASTIC LAMINATE COUNTERTOP ' 2 #10 SHT MTL SCREWS �er'ertrl lose rn� •-"" OR 3/16" SHOT ANCHORS Rl S�re; 4" F'rh ire `es�enl f oor arecs, _ � ( ) Coot: 194 Bi.:xnl U•naer �/ ,�. ---- — - \ W/ 1 1/8" EMBEDMENT Match exsting wcrc soe.des w a'v'c�od ;me In mein ha '��ays anc writing Brea. _ .-u i __- ALTERNATE 45 DEG METAL and stain tor new we cc oase. : I REVISIONS CARPET: STUDS, 8 -0 O.C. • (2) #10 SHEET METAL Mfg: Shaw PLASTIC LAMINATE DOORS WI WIRE PULLS . r . PLASTIC LAMINATE DOORS W/ WIRE PULLS SCREWS DATE CPT! Stye: C:rad"ent 5A153 C ereral 3roadloorr Carpet ° N . \ I 20�Z Cc or 34,r I bird's the i (1) 3/4" ADJUSTABLE MELAMINE SHELF i (1) 3/4" ADJUSTABLE MELAMINE SHELF JULY 9, Mfg: Shaw N N �T ' C1'12 Sty'e: Ione 5A152 A.ccert 3roadloorr Carpet Conference Roams 1 CEILING LEVEL c�cr: 51/61 Cincerolcc< BASE PER FINISH SCHEDULE • / BASE PER FINISH SCHEDULE PROJECT NUMBER D. PAINT: �/ / s PAINT (TRACK STUD) " � " REVEAL BLACK 20095029• �' �� .7 \ CUP"U rdf. : ICI Paints O BI: P1 3CYY 7C/12C Antiet c lincn Gereral Wall Color IZ" " USE PARTITION CUP OVER U ,l+' STUD ATTACHMENT ACHMENTTRACK Fri Frisk Ec;c;s••�ell C3) Mao; Co car Life C 81: 133 Co or; C.I 97450 Mcgic Fye Accerl Wall Color As shown on Ir an 9 CASEWORK SECTION 7 CASEWORK SECTION 3 WALL BRACING DETAIL •2 Min: I csnell 3/4" = 1 '-0" 3/4" = 1 '_0" N T S 0 Mfr.: CI C B1: PI Co or: 1221A Swrsnteil Ac:c.ert Wall Color As shown on pan GBD O^ Fn'sh: Eggsnell 1 , MISS: ICI Paints • Co or: A1862 Burnt fsor< 30Y1 C1: PE A.ccert Wall Color As shown on pan MFG; USG DONN DX ARCHITECTS cn r n sh: E' ell MODEL: MAIN TEE - HEAVY DUTY PLASTIC CONNECTION DEVICES TO BE DUTY: MAIN TEE - HEAVY DUTY OF AN APPROVED TYPE AND MAX. DESIGN FIXTURE WEIGHT 75 LBS. Q LAMINATE: ■ • ACTUAL MAX. FIXTURE WEIGHT: SEPERATELY SUPPORTED FINISHED CEILING HAVE 100# CAPABILITY CONNECTOR AT TOP OF WIRE: 3/16" SHOT ANCHOR W/ 1 1/8" EMBEDMENT 1120 NW Couch Street Mfg: Firm L� — — Suite 300, Portland ch PL1 Cabirctry SEISMIC STRUT: 3/4 CONDUIT W/ POSITIVE CONNECTION TO GRID Co or 6213,58 ti 'ccc Strcnd VERTICAL STRUT AT BUILDING STRUCTURE Q R 9 ' 7 2 0 9 co Mfg; Nwamcr TYCO MODEL WS 12'-0" O.C. EACH COUNTERSLOPE HANGERS IF MORE U PL2 Cc›ter: Tr�',2C01T acre Te n:�erca Gaurterto a WALL WASH SPRINKLER WAY - Tel: (503) 224.9656 r C Textured r','1r'nor Frcter�tic�r ON BOTH SIDES THAN 1:6 OUT OF PLUMB J OF REUTE PANEL AND LATERAL BRACING Fax (503) 299.6273 STONE GLASS DOOR PER HEAD SECURE ALL HANGERS TO www,gbdarchitects.com I ADDITIONAL HANGERS ALL ,�` BUILDING STRUCTURE REQUIREMENTS. " "' TRAPEZE DUCTWORK AND WC TILE: OTHER LARGE OBSTRUCTIONS. O Min;; ra I-e MEMBERS WITHIN 8 OF '1 I■ BUILDING STANDARD PERIMETER CROSS RUNNERS FIT f3rod..,c:l; Meci I errs nec n Ivory FRAMELESS TEMPERED POP RIVET RUNNER TO in 2 _ �- BETWEEN MAIN RUNNERS N ST1 Frod.!ct 4: 1;30 3uildirg Standard Stone ile writ"ng Area GLASS RECITE AND WALL ANGLE AT 2 ADJACENT N acs: 12' x 12" WALLS, FASTEN CLOSURE I " MAIN RUNNERS AT ENTRY DOOR. ANGLE W/ #6 SCREWS 8" 4:--0," O.C. 4:-0." O.C. 4'-0" O.C. SUPPORT A.6 / t Frish: Foned i M } VET: , DIRECTLY TO WALL FRAMING (5'-0" O.C.) (5'-O" O.C.) WITH #12 WIRE AT OR PROVIDE STRUT 6'-0" MAX 12'-O" O.C. EACH WAY 4'-0" O.C. OR WITH U STABILIZER BAR BETWEEN ' LATERAL BRACING AT 12'-0" O.C. EACH WAY. MAIN ' #10 WIRE AT 5'-0" N Mfg: rv'r�nli ngtc^� , O - VCT1 L•ne: So•dpeint Viry1 Composite ile Break Room, L�brary ALL MEMBERS AT PERIMETER , " d r, V I, FINISH FLOOR RUNNER TO STRUCTURE. BEGIN BRACING WITHIN 6'0" O.C. L.. ter: 339 Onccclate forge (NA OF PERIMETER AND 21-0" FROM CROSS MEMBER. 0 o Tenant Approval � a 10 SPRINKLER DETAIL 4 LATERAL BRACING FOR SUSPENDED CEILINGS Q O 1-1/2" = l '-O" NTS Date U -, •