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Plans (3) BUP2013 00267 DRAWING INDEXDEMOLITIONIvE 1. EXISTING STRUCTURE TO BE LEFT UNDISTURBED AND INTACT. PERFORM NO DEMOLITION THAT MAY COMPROMISE THE apt 3 0 2013 A-1 CODE SHEET & GENERAL INFORMATION STRUCTURAL INTEGRITY OF THE BUILDING WITHOUT WRITTEN APPROVAL OF THE ARCHITECT / ENGINEER. TENANT IMPROVEMENT FORBUILDINGC1TV0Ftr�,Ak�A-2 FLOOR PLAN / SCHEDULES 2. EXTREME CARE SHALL BE TAKEN BY THE CONTRACTOR TO PROTECT ALL EXISTING AREAS TO REMAIN FROM DAMAGES THAT MVISION A-3 REFLECTED CEILING PLAN MIGHT OCCUR DURING DEMOLITION. THE CONTRACTOR WILL 8E HELD RESPONSIBLE FOR ALL AREAS THAT HAVE BEEN BUCKENDORF & ASSOCIATESA-4 INTERIOR DETAILS DAMAGED DUE TO INADEQUATE PROTECTION. 3. MAINTAIN 100% SPRINKLER COVERAGE. 4. REMOVE ALL EXISTING SIGNAGE, PICTURES, NAILS, HOOKS, EQUIPMENT, ETC., LEFT BEHIND FROM PRIOR TENANT, FROM ALL WALLS, DOORS, DOOR FRAMES, STRUCTURAL, AND CONCRETE CEILING. CODE SUMMARY 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: UNDERSIDE OF THE EXISTING SUSPENDED CEILING UNLESS OTHERWISE NOTED. SHORENSTEIN REALTY SERVICES, L.P. RUSSELL CONSTRUCTION, INC GBD ARCHITECTS, Incorporated AREA SUITE 410: 1,543 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 Lincoln Center- One Lincoln 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 10300 SW Greenburg Road STORIES 5 THIS PROJECT. IT IS THE RESPONSIBILITY OF THE DESIGN/BUILD SUB-CONTRACTOR TO OBTAIN THESE PERMITS. Lake Oswego, Oregon 97035 Phone: 692.9002 Portland, Oregon 97209 CONTRACTORS SHALL VERIFY SIZES AND LOCATIONS OF ALL MECHANICAL AND ELECTRICAL EQUIPMENT, BOTH EXISTING AND / 503 Tigard, Oregon 97224 NEW. Fax: 503/692.900$ g OCCUPANT LOAD OCCUPANT LOAD FACTOR: 100 � Phone: 503 Phone: 503/224-9656 EGRESS NUMBER OF REQUIRED EXITS: 1 /619-3200 OCCUPANT LOAD 16 4. MAINTAIN 100% ALARM COVERAGE. Fax: 503/619-3210 Contact: Donn Sturdivant Fax: 503/299-6273 p 5. ALL WALLS, DOORS, FLOORS, CEILINGS WITHIN THE LIMITS OF WORK NOTED, ARE TO BE PATCHED, PLASTERED, SANDED AND Contact: Andrea O'Neil Email: Dsturdivant®russeHconstruction.com Contact: Whit Middlecoff pUCKENDORF & ASSOC. PREPARED READY FOR THE NEW FINISH SPECIFIED. Cel! 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. aoneil@shorenstein.com Email: whit®gbdarchitects.com 4TH FLOOR, SUITE 410 PACKAGE. THEY DO NOT REAPPEAR ON THE INDIVIDUAL SHEETS. 7. THE DESIGN OF ALL SEISMIC BRACING AND SUPPORTS FOR CEILING, MECHANICAL AND ELECTRICAL ITEMS AND PARTITIONS IS EGRESS PLAN 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. 4 NUMBER WILL BE ISSUED FOR THE PROJECT. ALL OTHER DESIGN BUILD PERMITS ARE TO BE TAKEN OUT AS SEPARATE � C11 {�� PERMITS UNDER THE MASTER PROJECT NUMBER. 8. SEAL ALL THROUGH FLOOR / RATED-WALL PENETRATIONS WITH RATED ASSEMBLIES AS REQUIRED TO MAINTAIN THE T}ll A �1 INTEGRITY OF FLOOR / WALL ASSEMBLY. � Y� B. MECHANICAL WORK IS PROVIDED THROUGH A CONTRACTOR DESIGN BUILD SYSTEM. MECHANICAL WORK INDICATED IN THESECIS 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 CA(G L VIS 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. r 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 BUILDING STANDARD AND HAVE BUILDING STANDARD ��kBUILD PROJECTS, AND SUBMIT PROJECT TO CITY OF TIGARD. MECHANICAL DESIGN BUILD DRAWINGS SHALL BE SUBMITTED, ----r �- _i -- - - -� -"-�- --- - - - POR , 0 EGO LEVER HARDWARE AND APPROVED BY THE OWNER'S CONSTRUCTION MANAGER AND ARCHITECT, PRIOR TO ISSUING TO THE CITY OF TIGARD FOR ( D08 �Q PERMIT. 11. UTILIZE ZERO VOC PAINT SYSTEMS, INCLUDING PRIMERS AND FINISH PRODUCTS. L_____Y]F'�,_F 0 C. PLUMBING WORK IS PROVIDED THROUGH A CONTRACTOR DESIGN BUILD SYSTEM. PLUMBING WORK INDICATED IN THESE 2 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 i ENGINEERED DRAWINGS TO MEET THE DESIGN DEPICTED IN THESE DOCUMENTS AND ALL CITY OF TIGARD BUILDING CODE 13. EDGE-BANDING ON ALL CASEWORK IS TO MATCH THE VERTICAL SURFACES UNLESS OTHERWISE NOTED. �.,-- REQUIREMENTS. PLUMBING CONTRACTOR IS TO MEET ALL CITY OF TIGARD SUBMITTAL REQUIREMENTS FOR DESIGN BUILD PROJECTS, AND SUBMIT PROJECT THROUGH THE CITY OF TIGARD PERMIT PROGRAM. MAINTAIN 100% SPRINKLER COVERAGE �, I THROUGHOUT BUILDING. PLUMBING DESIGN BUILD DRAWINGS SHALL BE SUBMITTED, REVIEWED AND APPROVED BY THE J -. - .,_- r - _ �_ _ OWNER'S CONSTRUCTION MANAGER AND ARCHITECT, PRIOR TO ISSUING TO THE CITY OF TIGARD FOR PERMIT. c - MECHANICAL --� �i D. ELECTRICAL WORK IS PROVIDED THROUGH A CONTRACTOR DESIGN BUILD SYSTEM. ELECTRICAL WORK INDICATED IN THESE � - --- t___ 1 DOCUMENTS IS FOR INFORMATION ONLY. ELECTRICAL 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 1. MECHANICAL AND FIRE PROTECTION SYSTEM WORK INDICATED IS FOR INFORMATION ONLY, CONTRACTORS SHALL VERIFY CODE REQUIREMENTS. ELECTRICAL CONTRACTOR IS TO MEET ALL CITY OF TIGARD SUBMITTAL REQUIREMENTS FOR DESIGN I j BUILD PROJECTS, AND SUBMIT PROJECT THROUGH THE CITY OF TIGARD PERMIT PROGRAM. ELECTRICAL DESIGN BUILD SIZES AND LOCATIONS OF ALL EQUIPMENT, BOTH EXISTING AND NEW. THESE SYSTEMS ARE SUB-CONTRACTOR DESIGN/BUILD o � � DRAWINGS SHALL BE SUBMITTED, REVIEWED AND APPROVED BY THE OWNER'S CONSTRUCTION MANAGER AND ARCHITECT PRIOR AND ARE TO BE SUBMITTED UNDER SEPARATE PERMIT. IT IS THE RESPONSIBILITY OF THE DESIGN/BUILD SUB-CONTRACTOR I! j� c� o jl I CONSTRUCTIONTO BTAIN THESE PERMITS. DESIGN BUILD DRAWINGS SHALL BE SUBMITTED, REVIEWED AND APPROVED BY THE OWNERS TO ISSUING TO THE CITY OF TIGARD FOR PERMIT. MANAGER AND ARCHITECT PRIOR TO SUBMITTING TO THE CITY OF TIGARD FOR PERMIT. E. EXIT AND EGRESS LIGHTING SYSTEM ARE TO BE INSTALLED TO MEET THE IBC AND PRESCRIPTIVE LIGHTING PATH (IBC 2007,) EGRESS PLAN IS INDICATED IN THESE DOCUMENTS. 2. CONTRACTOR TO PROVIDE CFM DELIVERY FOR EACH REGISTER ON THE MECHANICAL DB DRAWINGS. 3. ALL MECHANICAL PLANS ARE TO BE SUBMITTED FOR APPROVAL BY THE OWNERS' CONSTRUCTION MANAGER AND ARCHITECT 0 F. MAINTAIN EXISTING BUILDING FIRE AND LIFE SAFETY SYSTEMS INCLUDING, BUT NOT LIMITED TO SPRINKLER SYSTEMS, SMOKE PRIOR TO COMMENCEMENT OF MECHANICAL WORK. �((( DETECTION SYSTEMS, SMOKE EVACUATION SYSTEMS, EXITING SYSTEMS AND EMERGENCY ANNUNCIATION SYSTEMS. I! REVISIONS � G. ALL WORK SHALL CONFORM TO APPLICABLE BUILDING CODES AND ORDINANCES, AS MODIFIED FOR THIS BUILDING ON 4. CONTRACTOR TO SUBMIT ALONG WITH BID NUMBER OF EXISTING AND PROPOSED VAV BOXES AND TERMINAL UNITS I RECORD AT THE CITY OF TIGARD. IN CASE OF CONFLICT WHERE THE METHODS OR STANDARDS OF INSTALLATION OF THE CONTEMPLATED AS PART OF DESIGN BUILD CONTRACT. I DATE MATERIALS SPECIFIED DO NOT EQUAL OR EXCEED THE REQUIREMENTS OF THE LAWS OR ORDINANCES, THE LAW OR ELECTRICAL °CTO�ER 4, 20,ORDINANCE SHALL GOVERN. NOTIFY ARCHITECT OF CONFLICTS. ( C) H. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY EXISTING CONDITIONS. NO ALLOWANCE WILL BE MADE FOR O UNFAVORABLE CONDITIONS OR EVENT WHICH MIGHT HAVE BEEN DISCOVERED THROUGH A THOROUGH EXAMINATION OF THE 1. ELECTRICAL WORK INDICATED IS FOR INFORMATION ONLY. CONTRACTORS SHALL VERIFY SIZES AND LOCATIONS OF ALL t\ SITE. CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR THE CONSEQUENCES OF ACTING ON CONCLUSIONS DRAWN PROJECT NUMBER / EQUIPMENT, BOTH EXISTING AND NEW. THESE SYSTEMS ARE SUB-CONTRACTOR DESIGN/BUILD AND ARE TO BE SUBMITTED C FROM INFORMATION AVAILABLE AT THE TIME. UNDER SEPARATE PERMIT. IT IS THE RESPONSIBILITY OF THE DESIGN/BUILD SUB-CONTRACTOR TO OBTAIN THESE PERMITS. N DESIGN BUILD DRAWINGS SHALL BE SUBMITTED, REVIEWED AND APPROVED BY THE OWNER'S CONSTRUCTION MANAGER AND �- = -- - 20094553 1, NOTIFY THE ARCHITECT IN WRITING, OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH WORK, ARCHITECT PRIOR TO SUBMITTING TO THE CITY OF TIGARD FOR PERMIT. INN f 1 I� Q- J. PROVIDE ALL LABOR, TRANSPORTATION, EQUIPMENT AND SERVICES NECESSARY TO PERFORM WORK SHOWN ON THE DRAWINGS d U� AND DESCRIBED HEREIN. 2. ALL NEW ELECTRICAL OUTLETS TO BE MOUNTED AT +18° UNLESS NOTED OTHERWISE. 3. ALL RECEPTACLES, SWITCHES AND COVERS TO BE BUILDING STANDARD AND MATCH IN COLOR. FIELD VERIFY COLOR UNLESS K. SITE CONDITIONS WERE FIELD VERIFIED WHILE SUITE WAS OCCUPIED BY TENANT. OTHERWISE NOTED. 4. SWITCHING FOR ALL LIGHT FIXTURES TO BE COORDINATED BETWEEN ARCHITECTURAL AND ELECTRICAL DRAWINGS PRIOR TOco I __ BEGINNING OF WORK. CONFIRM W/ ARCHITECT. 5. MODIFY EMERGENCY EGRESS LIGHTING AS NECESSARY TO MATCH PRESCRIBED PATH AND TO CONFORM WITH IBC 2003. SEE EGRESS PLAN FOR EGRESS LIGHTING PATH. I 1 f - _ li _� - !' L_ ARCHITECTS 6. CONTRACTOR TO GET FIRE LIFE SAFETY DESIGN PRICING AND DEVICE COUNT FROM SEIMENS. ELECTRICAL CONTRACTOR TO _ U VICINITY PLAN INCLUDE FIRE LIFE SAFETY IN IT'S BID. LEGEND C L F -F - H 20 NW Couch Street W Swt st&t � � u Leas-,It EXIT WORK Suite 3 Portland Qcl� LU : - , 0R 9 7 aq 00r Mr4 2 0 9 x O .. s . , DENOTES AREA OF MIN 3,_8., WIDE EGRESS PATH Tel: 503 224.9656 Wzmr � ZE) ) ( 1 73 , . 503 299 6 � , Fax: . 2 � www.gbda�chitects.com l� / _ � PROVIDE EGRESS ILLUMINATION ALONG EXIT PATH NOT LESS THAN (1 ) FOOT o CANDLE MEASURED CONTINUOULY AT THE WALKING SURFACE. UR_ kk --- ------- - - - --------- -- -- -- .-- -------- i - - aT F .€ .'.�. CffY OF TIGARD occupancy Typo x _ A- 1 ............................. / 1 Approved . [ Occupancy Load Conditionally Approved.............. [ Construction Type ' �F t 1 Rated c o` '- t:, , r� t ° '} See Letter to Follow.............. Corridor O ,�. = ) f �..... O ' , ............... [ ] Energy Cod ('14 - I Permit Number:t Accessibility D ;A Address: LU , L3`: a.,- .� approved pians Tenant Approval �, o shall be on job site, Q U ',_. an.a u, .>SW Oak St,.... "'VAN, )�t d S�F6�'�3�k v.t. .. -.. , O - ,� .,..._ _ _. Date w OFFICE COPY i n #3 , GENERAL BUILDING NOTES.- A. OTES:A. NEW DOORS TO MATCH EXISTING. FIELD VERIFY DOOR M DIMENSIONS AND STYLE. +44 B. NEW DOOR HARDWARE FINISH TO MATCH EXISTING FINISH OF +44 +44 1b, - OTHER DOORS IN SUITE. FS C. OUTLET ROUGH-IN DIMENSIONS ARE SHOWN DASHED. Shorenstein Realty Services 44 One SW Columbia Street,Suite 300 �44 REFERENCE NOTES Portland, Oregon 97258 E PROVIDE NEW CARPET, BASE IN EXPANSION AREA TO MATCH EXISTING IN SUITE. CARPET SPEC: SHAW TERRA SEQUOIA FINISH SCHEDULE 37761 . PAINT ALL NEW WALLS AND EXISTING WALLS L111C01n Center- One Lincoln Ur= AFFECTED BY CONSTRUCTION. I I / N — fi 10300 SW Greenbur Road PLASTIC ( - 2 PROVIDE AND INSTALL NEW OR RELOCATED BUILDING g ROOM# NAME FLOOR BASE N E s w CEILING LAMINATE REMARKS ©� --___��� � 402 WATT G - - - E fST1 C T REt IAF _ ---'` STANDARD DOOR WITH GLASS VISION PANEL. Tigard, Oregon 97224 ,w - 4C4 OFFICE - - - EMS?3PsC TO REtMN ---- --� �11 40BICE _ _ _ _ ,, B B ° II 408 NOR EXISTING TO PROVIDE BUILDING STANDARD UPPER AND LOWER CASEWORK. - - - 11 � ! { ItI 411 FICE - - - - - - - - EXISTING TOREvAN I i REUSE EXISTING CABINETS IF PRACTICAL. BUCKENDORF & ASSOC. 412 �,� CPT RB PI E PI PI Tl II I { 414 R- '_'-E:'Tf0N CP R� P 1 P3 P P i �C 8� E€ �P?2 I I = E--� I--- PROVIDE BUILDING STANDARD RECEPTION DESK WITH 42" HIGH 4TH FLOOR, SUITE 410 � �- --�`) _--;�F i TRANSACTION TOP AND ONE BOX-BOX-FILE. I 11 T ,� 0 PROVIDE BUILDING STANDARD DEMISING WALL ASSEMBLY. EXTEND EXISTING WALL UP TO STRUCTURE. PROVIDE ���D AkC ADDITIONAL LAYER OF %" TYPE X GYPSUM BOARD ON GREEN � � GLUE SOUNDPROOFING COMPOUND OVER EXISTING AND NEW AIG L. IS FINISH LEGEND P WALL. EXTENTS OF DEMISING WALL SHOWN DASHED. Cj CC7DE PRODUCT DESCRIPTION REMARKS POR , OREGON r<s r.ihTCl EXISTING RUBBER BASE 7r2A1C,11-IN Chn�ETED AREAS, Z:(WED CU 3008 d IN RFSII IFI-4T FI(7.:W AI?=AS --- - f� jnj CPT SHAW C,ARFEI 12' WIDE BROADL�JOfA V� ERR,q SEADD ALTERNATES v G�IItJIs.3';6I Fl MATCF EXISTING: GENERAL WALL 'AI`T ACTT -01, ATCF- EXISTING ACOUS71:AL C:EILI\ICTILE FEPLACE STAINED OR DAMAGED TLES FLI -BD PLASTIC LAMINATE twrJIJNTEf�TCTPa 1 PARTIAL 2ND FLOOR DEMOLITION PLAN O PROVIDE PLASTIC LAMINATE SWING GATE ON PIVOT HINGE. kr_� �� I�L�,';IIC� L.at��tlr.�,�.lt-c��`L�It��l�; z� LAMINATE TO MATCH RECEPTION DESK. HEIGHT TO MATCH - 1/8" = 1 '-0" WHEN PRINTED ON 22 x 34 PAPER DESK HEIGHT. 11 12 13� 14` o U p ------- --- - S REVISIONS U DOOR SCHEDULE N r _- - -.-__- __ .- -_ ..._- _ SCHEDULE_ ____ ___ -------___ -------..___ Comments Hdwr. No. of�Head/Jamb 44 _ m- DATE Number ! Group Leafs I --- _ __ ���- ! OCTOBER a, 2Q13 Detail 4 r X412-1 ' 1 2/A-4 VISION PANEL Fs Fd PROJECT NUMBER C 44 - go B + _ OFFICE 20094553 i W F L }� LEXIST. --- .. -- - - WAITING -T 402 - HARDWARE GROUPS _ EXIST.C)N, GROUP 1: B B I B OFFICE LATCH SET 406 j ARCHITECTS HINGES I O SILENCERS � " RECEPTIO LEGEND WALL STOP I414 4 V C I+ 81120 NW Couch Street --- " 3 A� EXIST. OFFICE —ROOM NAME {� ARCHITECTURAL PLAN Suite 3�, Portland Q O waRlc �tOA —ROOM NUMBER REFERENCE NOTE 0 R 9 7 2 0 9 � � 408 � I REVISION N Tel: 503 224.9656 0 j — ELEVATION REFERENCE LDUMBER r A801 .,,. SHEET REFERENCE Fax: (503) 299.6273 co 5 CPT-1 Www.gbdarchitects.com LO OFFICE OFFICE FLOORING TRANSITION 412 P 4 I! �---SHEEDETAIT REFERENCE L REFERENCE CHANGE o P - - �- - - __---- EXISTING PARTITION OR 0 DUPLEX LO a OBJECT TO BE REMOVED DENOTES NEW A_2 "t V) 0' _ = EXISTING PARTITION TO N QUAD POWER 0 ^ REMAIN ' 2 PARTIAL 2ND FLOOR TENANT IMPROVEMENT PLAN ,...� NEW BUILDING STANDARD vN VOICE/DATA ROUGH-IN LU 1 8" = 1 '-0" WHEN PRINTED ON 22 x 34 PAPER Z`V PARTITION SWITCH Tenant Approval U- =J BUILDING STANDARD RECITE U � FLOOR MONUMENT OUTLET Date U O EXISTING DOOR AND FRAME BF FURNITURE OUTLET (BASE TO REMAIN FEED) _ GENERAL BUILDING NOTES: 12 , 4 A. INSTALL SUSPENDED ACOUSTICAL TILE CEILINGS TO MATCH 1 Q RC S 'r E # (EXISTING) AFF UNLESS NOTED OTHERWISE. I! L B. FOR SEISMIC BRACING OF SUSPENDED CEILING AND INTERSTITIAL - EQUIPMENT SEE DETAIL ON SHEET A-4. C. CENTER ALL RELOCATED DOWN LIGHTS, FIRE SPRINKLER HEADS, f I 1 _ _ _-__I -_ ---------- I I .____I____.,.__-_I___ �._ ..�__.._J..___.1____r_.__I _I I IJ�� I I I I I I I 1 I I I 1 1 ! I 1 1 I I 1 I S SMOKE DETECTORS AND ALL OTHER CEILING PENETRATIONS IN 1 3 I i t i 1 1 1 1 I f 1 1 1 i i I f CENTER OF 2X2 TILE UNLESS NOTED OTHERWISE. shorenstein Realty services - .DREPLACE DAMAGED AND SOILED CEILING TILES WHERE AFFECTED 1 One SW Columbia Street,Suite 300 BY CONSTRUCTIONMATCHPtlOregon 97258 Portland, ----;__-;__ ____j !_ S_ _ _f_ _;_ E. FURNITURE SHOWN FOR N.I.C. AND SHOWN FOR REFERENCE ONLY. 1 1 ( I--"--r--- LincolnCenter �! Lincoln _ a- ---,- - -_-_ _- -s----F- - ---- - --- ' REFERENCE NOTES en er-One 10300 SW Greenbur Road I I I I I i 1 I I I I i I I I +., �-- ' - -- -T- NOT USED. Tigard, Oregon 97224 I I I I I I I I i t f i T----r---r- -�--- r- ----r---'T-- I r.--i-- r---� r- -,--'-I I I I t - E 4TH FLOOR SUITE 410 FS 1 F n -r L_ ___L_ _1____I _1___ _ _L__._J_--_L......_1_ __L_._....t____1____I____L____J _._. ___J__...._L_--1 ._______ «��r_ --�-_.._ ��► 1T/ __ ._- � ____ RA G DAVIS l it1 1 1 I I I I I I I I I I I I -t-' `t--Y--'1-' _I�� i i 1 i t I I I 1 1 W _.. .1 .__r___ ____r___.,,_ 1 a�.___,____r- i I i I I I 1 f 1 I I 1 I I I I I I I I I T OREGON 300 I OF 4 t 1 I 1 f I t f I 1 I f t I 7 ADD ALTERNATES \\ PROVIDE AND INSTALL UNDER-CABINET LIGHTING. 1 PARTIAL 2ND FLOOR RCP — DEMOLITION Z _ 1/8" = 1 '-0" WHEN PRINTED ON 22 x 34 PAPER o 12 , i 13 � 14 REVISIONS DATEi .m f OCTOBER 1 7'- ---4----1------- r -r- �--'-r-----�`---r---i_---I i 1---1 C I 0 I I I i I 1 I I I I I I I I I I I --- -- LEGEND PROJECT NUMBER Lr 5 RECEPTION 414 �; — - 20494553 ----a---� -t- ---�--- -- - - - -��- --- - - - . - - ___-- EXISTING PARTITION OR � j ' i i �S r i i ,ri i I 1/411 = 1'-0" D j i i t i t i I, i I OBJECT TO BE REMOVE I I X ____� __� _t_ _ _L___1-___' ' — PARTITION TO Uj REMAIN • � EXISTING '_ __ 1 1 1 1 1 i j 1 1 1 I _I I__ _. _ .. � __J_.__1 - � :�- �---;---;----,-- ---,-- -r- -�__-r---rt-- r I - , ;- � I BUILDING STANDARD C i 3 1 i____F___�__�.__F___+____L___a.____L___a._-_J____L_i_J___..L_.__1__ L__ r__ y _ _ � _ -__.�-____�- _ _ __.__ _ ___ f__ i �•� NEW 1 1 I PARTITION f I l 1 1 I i i -__i___�___....;_ _;____i _ BUILDING STANDARD RELITE t _-- C) Exlsrl�tc up���s r�Ew i ACOUSTIC CEILING GRID -- ---,- _-- - -- - - -_--r---, - - -- —,_.-.y--..------.--- T 1 1 I f -i I h _ , 1 - _ _I_ __I ARCHITECTS i •. i �� t k } t t i i 4-1__.__---- - ...�---- - - - ------- . -- -, ---- --- ---.---- - CEILINGEXISTING 2X4 LIGHT - FIXTURE REMAIN 1j, ��� ► �� A' ��� 4' - '----f ---' - -' - --- --- - - --a-- 1120 NW Couch Street -- +--- ---+--- - --- �---- + t -- ---- ---,-- -- A 2X4 CEILING 1 1 1 1 1 1 I I f 1 1 1 1 1 1 NEW OR RELOCATED -� � Suite 00Portland _ I LIGHT FIXTURE 0 R 9 7 2 0 9 Tel: (503) 224.9656 O 'A t�. r�, -T r7 r�.. _ -- -- - ---- -'-- '- -'--- - ---' -- ---' - - - - - - - -- Fax 0 299 6273 � I I I . , REMOVED OR RELOCATED ♦^ I I � I I I • (� �� M I I I I I 1 www.gbdarchitects.com f I I 1 i I �, j----L---�--�_.L---1---L---1- _-J---- -- ---- - ---I � �� HVAC f 1 f i I i i --�--- , - , , r i• 1 ' EXISTING 2X2 CEILING I i t i f 1 i 1 1 t 1 3 V SIM SIM _ ,- -r---,- --r---,----r---7- -1----,---- -- ----I----,-_-,- -r---,----,----r- - --r---� --r- -,----, ---�----I-- DIFFUSER REMAIN o i 1 I - 4 I t 1 1 3 EQ. 7. 9„ -3 $- _�_--1----L---1----�---+- -1---- - ---- ---- --- - � -�---�--- ----+-__J----� -�----�---�----1-- fl ,_ fl 4 - 6'-9j' o01 EXISTING RECESSED CEILING LIGHT FIXTURE 1 1 1 1 i --- -_._ I E A - NORTH B - EAST _ _ 1 i ; i i ----' ' NO _ _;---,--'-- ----1 ---,- -;----, --,----;-= -- -;--- LL -; ^-; - ---, - ----I �- �► NEW OR RELOCATED EXIT SIGN -____-L-- L_ A-3 (\ �. EXIT SIGN Q, 3 f I ,jam` C:) 5 RECEPTION 414 — - �-- �- �-- --- cN M 1/4"' = 1 '-0„ ��3 EXIT SIGN TO BE REMOVED OR RELOCATED 0- 0 Tenant Approval � Q Uj SMOKE DETECTOR Al Q U 2 PARTIAL 2ND FLOOR REFLECTED CEILING PLAN SPEAKER Date U 1/8" = 1 '-0" WHEN PRINTED ON 22 x 34 PAPER FIRE STROBE PLASTIC LAMINATE COUNTERTOP 2'-6» --1C�1 COOS. INSULATION 4'-0" EACH SIDE OF sEMLIVII INSULATED PARTITIONS. SUSPENDED ACOUSTIC CEILING SYSTEM 8 ETAL J BEAD ONT. i x i" WIDE NEOPRENE GASKET ff 1 -oEAD TRACK STEEL ANGLE SUPPORTS @ 36" DO NOT SCREW GYP. BD. TO RUNNER CHANNEL. - O.C. ATTACH TO TUBE STEEL 33" PREPAINT EXPOSED LEGS FLAT BLACK WALL SUPPORT 4 Shorenstein Real Services TYPE "X" GYPSUM BOARD ON 24" METAL Realty I.3"I PLASTIC LAMINATE COUNTERTOP TUBE STEEL WALL SUPPORT STUDS ® 24 O.C. One SW Columbia Street,Suite 300 ACOUSTICAL INSULATION. " 2'-6Portland, Oregon 97258 .=1N PARTIAL HEIGHT GYPSUM WALL RUBBER BASE (SEE FINISH SCHEDULE) CONTINUOUS ACOUSTIC SEALANT UNDER BOTTOM _ TRACK AND BOTTOM OF GYP. BD. AT INSULATED — - --- — PARTITION ONLY. - CARPET (SEE FINISH SCHEDULE) Lincoln Center- One Lincoln EXISTING CONCRETE SLAB FLOOR STEEL ANGLE @ ATTACH O TUBE RTS STTEEEL ALb"O.C. 10300 SW Greenburg Road SUPPORT1 5 CASEWORK SECTION 1 TYP INTERIOR PARTITION Tigard, Oregon 97224 TUBE STEEL WALL SUPPORT N 1 » = 1 '-o" 1 -1/2" = 1 '-0" PARTIAL HEIGHT GYPSUM WALL WHERE GYP. BOARD BUCKENDORF & ASSOC. WALL OCCURS 4TH FLOOR, SUITE 410 DOUBLE STUD AT JAMB, TYP. � tD ARC 7 CASEWORK SECTION KNILDING NAN ARD HOLLOW MTL G`� 1Y� 1 11-011 '�'S AIG LD 1'-1" —CONTINUOUS WOOD CLEATS. ATTACH : d PORTN , OREGON TO EACH CABINET SECTION AND EACH 0 m 08 Z METAL STUD. • PLASTIC LAMINATE CABINET DOOR W/ OF O�► X WIRE PULLS _ __ -(2) 3/4" ADJUSTABLE MELAMINE SHELVES BUILDING STANDARD HOLLOW MTL KNOCKDOWN FRAME w CABINET DOOR TO ALIGN W/ CABINET a BOTTOM NOTE:REINFORCE LOW ' PARTITION WALL WITH 2 TYP INTERIOR DOOR/RECITE 2"X 2"TUBE STEEL 1 -1/211 = 11-01) WELDED TO PL 3/9' BASE PLATE AND ATTACHED TO CONC. DECK WITH 3/8"x 2" `1 PLASTIC LAMINATE BACKSPLASH EXISTING STRUC. DECK EXPANSION ANCHORS N 2'-1ABOVE. " O PLASTIC LAMINATE COUNTERTOP - -(2) #10 SHT MTL SCREWS, d OR 3/16" SHOT ANCHORS U W/ 1 1/8 EMBEDMENT U- p = ` _-- ALTERNATE 4,5 DEG METAL REVISIONS U O �` STUDS, 8'-0" O.C. W PLASTIC LAMINIATE DRAWER FRONT WITH �iRFCT/o = o MELAMINE INTERIOR AND WIRE PULL �\\` SCREWO SHEET METAL D 3 \ ATE oF N PLASTIC LAMINATE DOORS W/ WIRE PULLS I OCTOBER 4, 2013 w 0 (1) 3/4" ADJUSTABLE MELAMINE SHELF CEILING LEVEL BASE PER FINISH SCHEDULE - i PAINT (TRACK STUD) PROJECT NUMBER C 8- d REVEAL BLACK V) IrO " 009 553 "PARTITIONUSE CLIP" OVER Q O STUD ATTACHMENT 0 8 PARTIAL HEIGHT WALL REINF. 6 CASEWORK SECTION 3 WALL BRACING DETAIL NTS 3/411 = 1 '-0» N T S U m O d MFG. USG MODEL: DONN DX ARCHITECTS DUTY: MAIN TEE - HEAVY DUTY CONNECTION DEVICES TO BE CROSS TEE - HEAVY DUTY OF AN APPROVED TYPE AND MAX. DESIGN FIXTURE WEIGHT 75 LBS. ACTUAL MAX. FIXTURE WEIGHT: SEPERATELY SUPPORTED HAVE 100# CAPABILITY CONNECTOR AT TOP OF WIRE: 3/16" SHOT ANCHOR W/ 1 1/8" EMBEDMENT H 20 NW Couch Street J VERTICAL STRUT AT SEISMIC STRUT: 3/4" CONDUIT W/ POSITIVE CONNECTION TO GRID Suite 300, Portland w 12'-0" O.C. EACH BUILDING STRUCTURE 0 R 9 7 2 0 9 0 O WAY COUNTERSLOPE HANGERS IF MORE Tel: 503 224.9656 THAN 1:6 OUT OF PLUMB V' LATERAL BRACINGFax: (503) 299.6273 cY) SECURE ALL HANGERS TO LO ADDITIONAL HANGERS ALL BUILDING STRUCTURE www.gbdarchitects.com C MEMBERS WITHIN 8 OF TRAPEZE DUCTWORK AND 0 PERIMETER OTHER LARGE OBSTRUCTIONS. POP RIVET RUNNER TO WALL ANGLE AT 2 ADJACENT CROSS RUNNERS FIT ENT J BETWEEN MAIN RUNNERS E WALLS, FASTEN CLOSURE MAIN RUNNERS AT ANGLE W/ #6 SCREWS 8" 4'-0" O.C. 4'-0" O.C. _ Ln WITH"#112 WIRE ATRT j - OR DIRECTLY TO WALL FRAMING 6 0 MAX 12'-0"5 " 0 C )EACH WAY 4'-0" O.C.) 4-0 O.C. OR WITH A-4 0 - STABILIZER BAR DBETWEEN ' » � " O LATERAL BRACING AT 12'-0" O.C. EACH WAY. MAIN " CN CvD ALL MEMBERS AT PERIMETER #10 WIRE AT 5 -0 RUNNER TO STRUCTURE. BEGIN BRACING WITHIN 6'0" O.C. +7- O OF PERIMETER AND 2'-0" FROM CROSS MEMBER. Uj N Tenant Approval C) } 4 LATERAL BRACING FOR SUSPENDED CEILINGS U p NTS Date