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Plans (3) B -U- P2013 - 00006 f' DRAWING INDEX DEMOLITION 1. EXISTING STRUCTURE TO BE LEFT UNDISTURBED AND INTACT. PERFORM NO DEMOLITION THAT MAY COMPROMISE THE A-1 CODE SHEET;& GENERAL INFORMATION STRUCTURAL INTEGRITY OF THE BUILDING WITHOUT WRITTEN APPROVAL OF THE ARCHITECT / ENGINEER. TENANT IMPROVEMENT FOR A-2 FLOOR PLAN / SCHEDULES 2. EXTREME CARE SHALL BE TAKEN BY THE CONTRACTOR TO PROTECT ALL EXISTING AREAS TO REMAIN FROM DAMAGES THAT s A u .r, E . A-3 REFLECTED CEILING PLAN / INTERIOR ELEVATIONS MIGHT OCCUR DURING DEMOLITION. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR ALL AREAS THAT HAVE BEEN MYATT BELL RECEIVED A-4 INTERIOR DETAILS DAMAGED DUE TO INADEQUATE PROTECTION. 3• MAINTAIN 100% SPRINKLER COVERAGE. 08 '1;3 4. REMOVE ALL EXISTING SIGNAGE, PICTURES, NAILS, HOOKS, EQUIPMENT, ETC., LEFT BEHIND FROM PRIOR TENANT, FROM ALL CITYOFTIGMW CODEWALLS, DOORS, DOOR FRAMES, STRUCTURAL, AND CONCRETE CEILING. BUILDING DIVISION SUMMARY Shorenstein Realty Services CONSTRUCTIONOne SW Columbia Street,Suite 300 CODE 2010 OREGON STRUCTURAL SPECIALTY & ZONING MUE-1 CONTACTS Portland, Oregon 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 500: 2,742 USF CONSTRUCTION TYPE: 2-B 5335 Meadows Road 20915 SW 105th Ave 1 120 NW Couch Street Lincoln Center- One Lincoln 3. MECHANICAL, ELECTRICAL AND FIRE PROTECTION SYSTEMS INDICATED ARE FOR INFORMATION ONLY. THESE SYSTEMS ARE 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: 503/692.9002 Portland, Oregon 97209 CONTRACTORS SHALL VERIFY SIZES AND LOCATIONS OF ALL MECHANICAL AND ELECTRICAL EQUIPMENT, BOTH EXISTING AND Tigard, Oregon 97224 OCCUPANT LOAD OCCUPANT LOAD FACTOR: 100 EGRESS NUMBER OF REQUIRED EXITS: 1 NEW. Phone: 503/ Fax: 503/692.9008 619-3200 Phone: 503/224-9656 OCCUPANT LOAD 27 4. MAINTAIN 100% ALARM COVERAGE. Fax: 503/619-3210 Contact: Donn Sturdivant Fax: 503/299-6273 Email: Dsturdivant@russellconstruction.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 MYATT & BELL 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: aoneil@shorenstein.com Email: whit@gbdarchitects.com PACKAGE. THEY DO NOT REAPPEAR ON THE INDIVIDUAL SHEETS. A. ALL WORK IN THIS BUILDING IS TO BE PERFORMED UNDER THE CITY OF TIGARD PERMIT PROGRAM. A MASTER PROJECT 7. THE DESIGN OF ALL SEISMIC BRACING AND SUPPORTS FOR CEILING, MECHANICAL AND ELECTRICAL ITEMS AND PARTITIONS IS NUMBER WILL BE ISSUED FOR THE PROJECT. ALL OTHER DESIGN BUILD PERMITS ARE TO BE TAKEN OUT AS SEPARATE THE RESPONSIBILITY OF THE RESPECTIVE CONTRACTOR/VENDOR TO MEET CITY OF TIGARD BUILDING CODE. EGRESS PLAN ,� PERMITS UNDER THE MASTER PROJECT NUMBER. 8. SEAL ALL THROUGH FLOOR / RATED-WALL PENETRATIONS WITH RATED ASSEMBLIES AS REQUIRED TO MAINTAIN THE ��lD Apr 'rf B. MECHANICAL WORK IS PROVIDED THROUGH A CONTRACTOR DESIGN BUILD SYSTEM. MECHANICAL WORK INDICATED IN THESE INTEGRITY OF FLOOR / WALL ASSEMBLY. 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 IG L. Is 9 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. 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 PORTL EGON BUILD PROJECTS, AND SUBMIT PROJECT TO CITY OF TIGARD. MECHANICAL DESIGN BUILD DRAWINGS SHALL BE SUBMITTED, LEVER HARDWARE �,� 008 Q AND APPROVED BY THE OWNER'S CONSTRUCTION MANAGER AND ARCHITECT, PRIOR TO ISSUING TO THE CITY OF TIGARD FOR 9� 1� PERMIT. 11. UTILIZE ZERO VOC PAINT SYSTEMS, INCLUDING PRIMERS AND FINISH PRODUCTS. O� 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 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 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. - D. ELECTRICAL WORK IS PROVIDED THROUGH A CONTRACTOR DESIGN BUILD SYSTEM. ELECTRICAL WORK INDICATED IN THESE MECHANICAL 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 J CODE REQUIREMENTS. ELECTRICAL CONTRACTOR IS TO MEET ALL CITY OF TIGARD SUBMITTAL REQUIREMENTS FOR DESIGN SIZES AND LOCATIONS OF ALL EQUIPMENT, BOTH EXISTING AND NEW. THESE SYSTEMS ARE SUB-CONTRACTOR DESIGN/BUILD o BUILD PROJECTS, AND SUBMIT PROJECT THROUGH THE CITY OF TIGARD PERMIT PROGRAM. ELECTRICAL DESIGN BUILD AND ARE TO BE SUBMITTED UNDER SEPARATE PERMIT. IT IS THE RESPONSIBILITY OF THE DESIGN/BUILD SUB-CONTRACTOR DRAWINGS SHALL BE SUBMITTED, REVIEWED AND APPROVED BY THE OWNER'S CONSTRUCTION MANAGER AND ARCHITECT PRIOR TO OBTAIN THESE PERMITS. DESIGN BUILD DRAWINGS SHALL BE SUBMITTED, REVIEWED AND APPROVED BY THE OWNER'S TO ISSUING TO THE CITY OF TIGARD FOR PERMIT. CONSTRUCTION MANAGER AND ARCHITECT PRIOR TO SUBMITTING TO THE CITY OF TIGARD FOR PERMIT. IL E. EXIT AND EGRESS LIGHTING SYSTEM ARE TO BE INSTALLED TO MEET THE IBC AND PRESCRIPTIVE LIGHTING PATH (IBC 2007.) 2, CONTRACTOR TO PROVIDE CFM DELIVERY FOR EACH REGISTER ON THE MECHANICAL DB DRAWINGS. EGRESS PLAN IS INDICATED IN THESE DOCUMENTS. 3. ALL MECHANICAL PLANS ARE TO BE SUBMITTED FOR APPROVAL BY THE OWNERS' CONSTRUCTION MANAGER AND ARCHITECT 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. REVISIONS 3G. 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 Ci Ci 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. DATE MATERIALS SPECIFIED DO NOT EQUAL OR EXCEED THE REQUIREMENTS OF THE LAWS OR ORDINANCES, THE LAW OR UQ ORDINANCE SHALL GOVERN. NOTIFY ARCHITECT OF CONFLICTS. ELECTRICAL - - - - - - DECEMBER ZO, 2012 U H. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY EXISTING CONDITIONS. NO ALLOWANCE WILL BE MADE FOR / UNFAVORABLE CONDITIONS OR EVENT WHICH MIGHT HAVE BEEN DISCOVERED THROUGH A THOROUGH EXAMINATION OF THE � SITE. CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR THE CONSEQUENCES OF ACTING ON CONCLUSIONS DRAWN 1. ELECTRICAL WORK INDICATED IS FOR INFORMATION ONLY. CONTRACTORS SHALL VERIFY SIZES AND LOCATIONS OF ALL I � � PROJECT NUMBER •� FROM INFORMATION AVAILABLE AT THE TIME. EQUIPMENT, BOTH EXISTING AND NEW. THESE SYSTEMS ARE SUB-CONTRACTOR DESIGN/BUILD AND ARE TO BE SUBMITTED _ _ A UNDER SEPARATE PERMIT. IT IS THE RESPONSIBILITY OF THE DESIGN/BUILD SUB-CONTRACTOR TO OBTAIN THESE PERMITS. 20094541 p I. NOTIFY THE ARCHITECT IN WRITING, OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH WORK. DESIGN BUILD DRAWINGS SHALL BE SUBMITTED, REVIEWED AND APPROVED BY THE OWNER'S CONSTRUCTION MANAGER AND ARCHITECT PRIOR TO SUBMITTING TO THE CITY OF TIGARD FOR PERMIT. oO J. PROVIDE ALL LABOR, TRANSPORTATION, EQUIPMENT AND SERVICES NECESSARY TO PERFORM WORK SHOWN ON THE DRAWINGS / AND DESCRIBED HEREIN. 2. ALL NEW ELECTRICAL OUTLETS TO BE MOUNTED AT +18" UNLESS NOTED OTHERWISE. N I01 ■ co 3. ALL RECEPTACLES, SWITCHES AND COVERS TO BE BUILDING STANDARD AND MATCH IN COLOR. FIELD VERIFY COLOR UNLESS 06 OTHERWISE NOTED. LIMITS OF J 4. SWITCHING FOR ALL LIGHT FIXTURES TO BE COORDINATED BETWEEN ARCHITECTURAL AND ELECTRICAL DRAWINGS PRIOR TO WORK BEGINNING OF WORK. CONFIRM W/ ARCHITECT. L05. MODIFY EMERGENCY EGRESS LIGHTING AS NECESSARY TO MATCH PRESCRIBED PATH AND TO CONFORM WITH IBC 2003. SEE EGRESS PLAN FOR EGRESS LIGHTING PATH. ARCHITECTS `1 6. CONTRACTOR TO GET FIRE LIFE SAFETY DESIGN PRICING AND DEVICE COUNT FROM SEIMENS. ELECTRICAL CONTRACTOR TO - - - - VICINITYPLAN INCLUDE FIRE LIFE SAFETY IN IT'S BID. NORTH LEGEND _ aLr 1120 NW Couch Street SW Lost St slur LOOM east St swLa"at ' EXIT T Sue 00Portland r y it 3 Square Rd s. t ' ...sav3ti Z 0 R 9 7 2 0 9 _... OLn s x I -m-- .a LEMENEENNE/n/ DENOTES AREA OF MIN 3'-8" WIDE EGRESS PATH Tel: (503) 224.9656 E) 2na �.-, c�� . �n 3 �co _ •" Fax: (503) 299.6273 ` rE„�� �� www.gbdarchitects.com / _ Nobly � -... 3.,t PROVIDE EGRESS ILLUMINATION ALONG EXIT PATH NOT LESS THAN (1 ) FOOT CANDLE MEASURED CONTINUOULY AT THE WALKING SURFACE. o t U � ­ 25 3 Tehro�EcmE�y sg. E -� = ' ` I CITY TIGARD . ��� `n O sYV Oak v�t�x � .. Approved...............................c CO A Conditionally Approved..............[ ] c 0'- $.i� :t t nw ! a3rsf� .See Letter to. .................. � ] to: 04 c� t r Attache 2. ...... [ ] 1 °i Permit Number: pQpCS o � ,<< - - ` Address. 10` 0-T-C Tenant Approval M p 5 .« Yoe Life By: Date: Occupancy,Type N . 2 i T ys Oak ate: sw i Approved Occupancy Load �: bY.a+ ��' �, Ad plans Q � .� r� w_ �.� � w ra construction•t'yp. Date SW Os shall be on Job sit.. .., Rated Corridor .... OFFICE COPY Acem1bllity _ - - _ _ GENERAL BUILDING NOTES: ��Im -- - II shl00a 5 T E [ N FINISH SCHEDULE ii A. NEW DOORS TO MATCH EXISTING. FIELD VERIFY DOOR - II DIMENSIONS AND STYLE. Room Room TFloor Base Ceiling WALL FINISH CASEWORK ii B. NEW DOOR HARDWARE FINISH TO MATCH EXISTING FINISH OF Number Name Finish Finish Finish North East South West Cab. Counter OTHER DOORS IN SUITE. Shorenstein Realty Services 500 WAITING CPT-1 RB-1 ACT-1 P-1 P-1 P-1 P-1 One SW Columbia Street,Suite 300 501 RECEPTION CPT-1 RB-1 ACT-1 P-1 P-1 P-1 P-1 PL-1 PL-2 mll I REFERENCE NOTES Portic:3ncd, Oregon 502 CONFERENCE CPT-1 RB-1 ACT-1 P-1 P-1 P-1 P-1 ii DN. 503 CONFERENCE CPT-1 RB-1 ACT-1 P-1 P-1 P-1 P-1 ii Imo' O REMOVE ALL FLOORING AND BASE MATERIALS, 504 HALL CPT-1 RB-1 ACT-1 P-1 P=1 P-1 P1 �m REMOVE CASEWORK, SALVAGE SINK AND FAUCET FOR 505 COPY/BREAK VCT-1 RB-1 ACT-1 P-1 P-1 P-1 P-1 PL-1 PL-2 II �_ O Lincoln Center- One Lincoln 506 HALL CPT-1 RB-1 ACT-1 P-1 P-1 P-1 P-1 1 REINSTALLATION IF PRACTICAL. 0 507 HALL CPT-1 RB-1 ACT-1 P-1 P-1 P-1 P-1 , ALIGN FACE OF PARTITION WITH FACE OF EXISTING ADJACENT, 10300 SW Greenbur g Road 508 OFFICE CPT-1 RB-1 ACT-1 P-1 P-1 P-1 P-1 COLUMN OR PARTITION. Tigard, Oregon 97224 509 OFFICE CPT-1 RB-1 ACT-1 P-1 P-1 P-1 P-1 510 HALL CPT-1 RB-1 ACT-1 P-1 P-1 P-1 P-1 4 PROVIDE and INSTALL NEW CARPET THROUGHOUT, CPT-1 . 511 OPEN OFFICE CPT-1 RB-1 ACT-1 P-1 P-1 P-1 P-1 I 5 MYATT & BELL PROVIDE and INSTALL NEW RESILIENT FLOORING RF-1 . 512 HALL CPT-1 RB-1 ACT-1 P-1 P-1 P-1 P-1 0 II 513 OFFICE CPT-1 RB-1 ACT-1 P-1 P-1 P-1 P-1 m� PROVIDE and INSTALL ELECTRICAL POKE THROUGH and 514 OPEN OFFICE CPT-1 RB-1 ACT-1 P-1 P-1 P-1 P-1 I�r DEDICATED OUTLET FOR TENANT PROVIDED COPIER. 515 OFFICE CPT-1 RB-1 ACT-1 P-1 P-1 P-1 P-1 COORDINATE LOCATION WITH TENANT BEFORE BEGINNING WORK 516 OFFICE CPT-1 RB-1 ACT-1 P-1 P-1 P-1 P-1 III A, O 517 HALLCPT-1 RB-1 ACT-1 P-1 P-1 P-1 P-1 > 0 PROVIDE and INSTALL NEW OR RELOCATED BUILDING STANDARD �� ff� - --- ADA SINK and FAUCET I � RAIG L. 518 OFFICE CPT-1 RB-1 ACT-1 P-1 P-1 P-1 P-1 519 HALL CPT-1 RB-1 ACT-1 P-1 P-1 P-1 P-1 %</ PROVIDE and INSTALL NEW OR RELOCATED BUILDING STANDARD RORrL OREGON 520 OFFICE CPT-1 RB-1 ACT-1 P-1 P-1 P-1 P-1 � ���- RELITE TO MATCH EXISTING STYLE AND DIMENSIONS. ��, ooa 521 OFFICE CPT-1 RB-1 ACT-1 P-1 P-1 P-1 P-1 OF 0 T� FINISH LEGEND CODE NAME MANUFACTURER j DESCRIPTION RB-1 GENERAL BASE TBD ? COLOR: TBD, HEIGHT: 47, (STRAIGHT @ CARPET, COVED @ RESILIENT FLOORING) 1 PARTIAL 5TH FLOOR DEMOLITION PLAN ADD ALTERNATES 1 /8" = 1 '-0" WHEN PRINTED ON 22 x 34 PAPER z� CPT-1 CARPET TBD STYLE: TBD, COLOR: TBD, BACKING: TBD, SIZE: TBD 0 PROVIDE and INSTALL FULL HEIGHT BUTT-GLAZED RELITE IN � G� BUILDING STANDARD FRAME. RF-1 RESILIENT FLOOR TBD PRODUCT: VCT, PRODUCT: TBD, COLOR: TBD, SIZE: TBD 3 ' 4 ' 6 P-1 GENERAL WALL PAINT TBD COLOR: TBD, FINISH: TBD, NO V.O.C. C� v EXIST. 4 1 REVISIONS � CONFERENCE (D WAITING A A3 0 PL-1 PLASTIC LAMINATE TBD COLOR: TBD FINISH: TBD 502 500 B_ DATE U PL-2 PLASTIC LAMINATE TBD COLOR: TBD FINISH: TBD _ DECEMBER 20, 2012 �sl RECEPTION I U ACT-1 ACCOUSTICAL TILE BUILDING STANDARD MATCH BUILDING STANDARD A B N 501 .:.t. 0 A3 >< PROJECT NUMBER WD--1 WOOD DOORS BUILDING STANDARD MATCH BUILDING STANDARD 3 AN 20094541 OFFICE 3 A I DN. O CONFERENCE I A3 DOOR SCHEDULE COMMENTS 508 0 503 O HALL N 5 A B O - -- N v 504 N 3 Hdwr. No. of Head/Jamb "1 © w COPY/BREAK 503-1 Number Group Leafs Detail N 3 5 F505 503-1 1 1 2/A-4 OFFICE HALL 4 0 HALL 513-1 1 1 2/A-4509 507 O 506 0 515-1 1 1 2/A-4 N EXIST. LEGEND LO 516-1 1 1 2/A-4 LEX HALL OFFECEHAGNP LL N N ARCHITECTS 518-1 1 1 2/A-4 510 511 512 O OFFICE Q A" OFFICE _ 520-1 1 1 2/A-4 s1s-1 � 0 513 ROOM NAME Di ARCHITECTURAL PLAN � OPEN N 51oA -ROOM NUMBER REFERENCE NOTE 1120 NW Couch Street OFFICE OFFICE 513-1 , REVISION NUMBER HARDWARE GROUPS 515 8 514 x ELEVATION REFERENCE Suite 300, Portland w - 518-1 N SHEET REFERENCE 0 R 9 7 2 0 9 GROUP 1: paw OFFICE CPT- 1 Tel: 503 224.9656 O LATCH SET N N 8 O 4 8 51a w 4�-SHEET �—DETAIL REFERENCE FLOORING TRANSITION ( ) "' HINGES � O � � ,,._6. ''' � CHANGE Fax. (503) 299.6273 REFERENCE N N HALL N www.gbdarchitects.com SILENCERS 3 N C: WALL STOP 05iISE h�� 517 HALL o - __________ DUPLEX U �o' g 519 'A L; OBJECTGTOABETIREMOVED DENOTES NEW J N v~ EXISTING PARTITION TO QUAD POWER w A-2 N OFFICE OFFICE REMAIN N VOICE DATA ROUGH-IN o� A4 520 521 N NEW BUILDING STANDARD VOICE/ o N SIM. N rc PARTITION SWITCH o �� -- �c FLOOR MONUMENT OUTLET A BUILDING STANDARD RELITE Tenant Approval o W EXISTING DOOR AND FRAME IB FURNITURE OUTLET (BASE 2 PARTIAL 5TH FLOOR TENANT IMPROVEMENT PLAN U 0 1/8" - 1 -0 WHEN PRINTED ON 22 x 34 PAPER z TO REMAIN FEED) Date I�'-___-_-___--____--_-_-_r�L\—__-__`—__-TTr1LTIIIIIILrLIIIIIIIIIII'rLiIIII LIIIIrII L1'I111 I1II I 1II'I—__-__-__-____—___-__---_____—___---_-______�J-,JJT1IIII4Ii1IIII1IIII�Iv�I III�'IIII III-'-_/_•h--�__--__--_�_vv1 III1 R11�rIIIIIIIFI1I I iIII IIIj 1 II•___-_--_-_—__-_-_-_-_—__-_---___--�1+',JJr11IIIII1II11III1IIIIIII 11�IIII II1I1 II I—-_---___-�—�_----_-_—_----\___-.—_---___15�1!r1IIII1IILIIIIIIIIIrr�IrI1iI1ILIIIII LI II—_----_--__----__----_-—_---_-__-_r1r,J�I1IIIIIIIIII11IIIIIIi1IIIII1�1�✓I I1IIII�I I'—�-_--�-_�_—R_---*_—._-�-_--�iJt-J,•1I1R11jIIIrIIIIIIIIIIIII1IIIII I1IILr --T,171III1IIIIII T1_--I1IrtICIII11IIIIIIIIIra 1L11I'I r1II_I11I1r;i - —__-_---_— —__-_-_—__- _ I1rI�IIF,L,I,IIIIr1ILIIII,II1I 1III1IIII,IIIII,I I _-- _— ' G1 NERAL BUILD ,I NG N OTES: J____ L-_____==L_ 1I A. INSTALL SUSPENDED ACOUSTICAL TILE- C EILI NGS TO. MATCH o (EXISTING) AFF UNLESS NOTED OTHERWISE. S MO�,V4`1R� �F AS�11lfiC / }E �t l i N '1", I 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, 1----1 SMOKE DETECTORS AND ALL OTHER CEILING PENETRATIONS IN CENTER OF 2X2 TILE UNLESS NOTED OTHERWISE. Shorenstein Realty Services es 9 ___ I ___+___� ____ ____ D. REPLACE DAMAGED AND SOILED CEILING TILES WHERE AFFECTED One SW Columbia Street,Suite 300 A4 A4 BY CONSTRUCTION TO MATCH EXISTING.1 _J____L___J____ Portland, Oregon --- ____ DN. + .__ --- -------------------------- -_ --- ---- --- --- EQ. EQ. 5'-6" Lincoln Center- One Lincoln 8'-6" ___ REFERENCE NOTES 8' ___T___ _ _ T__ _t__ D 10300 SW Greenburg Road A --- ---- r___T____r_ Trr l- rr ---T---- RUBBER BASE, RB-1 . Tigard, Oregon 972241___ I ___ H. 1 WAITING #500 and RECPTION #501 I1 _ I BOX BOX FILE. JI---- L___1 /4" 1 '-0" ---- --- --- --- --- --- ---- --- ---- PROVIDE and INSTALL NEW OR RELOCATED BUILDING STANDARD MYATT & BELL I I I I I ADA SINK AND FAUCET. T---- Ir---TI-__ 1T---T_ _1____T------------ -- ----- __T____r_ __1 _J____ ____ L___J_ --------------------- r___1' ___L_ J____L___J___ r___l____r___ r_ T_ T_ _ ----- 44 ; AIG L. i -L- --- --- II 1 OP=_\__,__1_1-'_-\_i-__i_"-j\_\-_,-_\__ \_i____ j\\________A1 34'_%\_. 1 _\_ ____.•i_\ _'\;__�__ ____•i_ I 1I1IIII I tII t I1IIIII1I_1iIII IIII1IIIII-I-- - --IIIII_I— --_--L1I1 IIFIIIrIIIrI L-_1IIIIII _ -_-__ _- _- 1rIIIIII _-- • - -�-J�--`-v--- ----� _ wl ----r f___+_L_L J____1 J____L �___+--- 2 RTOREGON O RE\Q Gl�vO N Tr 008 L_ L---J___J_ _l___ 1____ ___JI A B 2 RECPTION #501 5 PARTIAL 5TH FLOOR REFLECTED CEILING PLAN — DEMOLITION Z1 /4" 1 '-0" WHEN PRINTED ON 22 x 34 PAPER O LEGEND EN ---- D[\ REVISIONS �VAO � T E0! -- EXISTING PARTITION OR DECEMBER 2 2012 OBJECT TO BE REMOVED EXISTING PARTITION TO REMAIN PROJECT NUMBER 4 _0" T---r--- tj---j----L--- - L--- ---1--- ---j-- 20094541NEW BUILDING STANDARDo _ L___ 1___ __ PARTITION BUILDING STANDARD RELITE _ I I __ I 3 HALL #504 ____ ___ ____ ___ ___ L_ J____L__ _-__L___1____L_- ___J ----- ACOUSTIC CEILING GRID 05 —0JJ t___+___.____ ____ ___ I____ ____r ___ --- --I ---- 1 /4" -1 4fO$DEXISTING 2X4 CEILING LIGHT FIXTURE TO REMAIN 3 4—X1 III I -- 10'-0" 10'-Q' NEW . OR RELOCATED 2X4 CEILING Lo LL_ .-I---- _ _+_ I ____LI____ � ' TLIGHT FIXTURE _ I 1_ I I ARCHITECTS L____ ___ LO 3 EQ. _ --------,____ ___ ___ ---- 2X4 LIGHT FIXTURE TO BE 3 EQ. ___ _ ___1____ I_ j j % _ _L___ _ 1 _ ------ -- REMOVED OR RELOCATED ___ 1120 NW ouch Street ki. Suite 300" Portland\' /Q I I I t I I 1 i , EXISTING 2X2 CEILING HVAC J --- ----Hill---- LU rl _ 0 I USE TO REMAIN O R 9 7 2 0 9 A4 oo A4 ____I___ __}___J__ _r __T----r---1---- ---- ---- Ir---T ---- - ----AIOC`4 I 1 1 1 1 1 1 i 1 Tel: (503) 224.9656 J, n1in1 1 1- o EXISTING RECESSED CEILING LIGHT FIXTURE •\ Fax: (503) 299.6273 ---- ----- www.gbdarchitects.comNEW OR RELOCATED RECESSED CEILING LIGHT ------ FIXTUREO _ EQ. EQ. 2'-n EQ. i0 i 1 10 i i i i O RECESSED CEILING LIGHT FIXTURE TO BE REMOVED OR L16' _ RELOCATED E A X EXIT SIGNA-3 _ ____-__ - EXIT SIGN TO BE REMOVED OR RELOCATED4 COPY/BREAK #505 X 04 04 1 /4" SMOKE DETECTOR 6i SPEAKER Tenant Approval q 6 PARTIAL 5TH FLOOR REFLECTED CEILING PLAN FIRE STROBEQ a)Uo 1/8" 1 -0" WHEN PRINTED ON 22 x 34 PAPER Z� Date LL X '012 -1 PLASTIC LAMINATE BACK SPLASH and RETURN WHERE INDICATED ON PLASTIC LAMINATE COUNTERTOP ELEVATIONS COUS. INSULATION 4'-0" EACH SIDE OF N 2'-6" INSULATED PARTITIONS. �icv N SUSPENDED ACOUSTIC CEILING SYSTEM MELAMINE DRAWER C:) INTERIOR \ METAL J BEAD 5 -r- E I N w 8" I CONT. 4 x WIDE NEOPRENE GASKET PLASTIC LAMINATE HEAD TRACK �� Y,6" CHAMFERED AND 3 DO NOT SCREW GYP. BD. TO RUNNER CHANNEL. C1 DRAWER FACE PANELS 34 PREPAINT EXPOSED LEGS FLAT BLACK w BOTH FACES and EDGES STEEL ANGLE SUPPORTS @ POLISHED EDGES ON ALL EXPOSED TYPICAL AT ALL TYPE "X" GYPSUM BOARD ON 2"" METAL I SURFACES � STEEL O.C. ATTACH R TUBE Q0 VERTICAL EDGES Shorenstein Realty� N I STEEL WALL SUPPORT I STUDS @ 24" O.C. y Services '-'-i - ACOUSTICAL INSULATION. One SW Columbia Street,Suite 300 N TUBE STEEL WALL SUPPORT N GLASS PANEL RUBBER BASE (SEE FINISH SCHEDULE) Portland, Ore on HARDBOARD BACK 9 wC ALUMINUM CHANNEL CONTINUOUS ACOUSTIC SEALANT UNDER BOTTOM PARTIAL HEIGHT GYPSUM WALL TRACK AND BOTTOM OF GYP. BD. AT INSULATED RUBBER BASE PARTITION ONLY. a m CARPET (SEE FINISH SCHEDULE) 3" �` ----EXISTING CONCRETE SLAB FLOOR Lincoln Center_ One Lincoln 12 TYPICAL BASE CABINET W. DRAWERS 8 RECEPTION DESKS 10300 SW Greenburg Road ECTION 5 RECITE TO RECITE JAMB 1 TYP INTERIOR PARTITION 1 " = 1 '-o" 1 " = 1 '-o" HALF sizE 1 - 11211 = 1 '-o" Tigard, Oregon 97224 EXISTING EXTERIOR WINDOW SYSTEM ❑ ❑ WHERE GYP. BOARD MYATT & BELL CONTINUOUS MINERAL WALL OCCURS PLASTIC LAMINATE COUNTERTOP BLANKET INSULATION. _ WINDOW CONTINUOUS MINERAL DOUBLE STUD AT JAMB, TYP. CONT. WOOD CLEAT, 2'-6 SILL BLANKET INSULATION. ANCHOR TO METAL `-IN BELOW STUDSH. lio 11 FASTEN METAL STUD ��U A and CONT. NEOPRENE 1` 1` Ll_ H" GASKET TO EXISTING BUILDING STANDARD HOLLOW MTL N ADJUSTABLE SHELVES WINDOW FRAME WITH KNOCKDOWN FRAME ~ AIG L. IS Q0 "DOUBLE-STICK" TAPE. W DO NOT SCREW GYP. Cn G PLASTIC LAMINATE STEEL ANGLE SUPPORTS @ 36" BD. TO STUD a DOORS O.C. ATTACH TO TUBE STEEL WALL o ORTL OREGON SUPPORT m 008 �Q MELAMINE INTERIOR I SILL TUBE STEEL WALL SUPPORT cv BELOW SCREW GYPSUM TO OF O / SECOND STUD BUILDING STANDARD HOLLOW MTL 1 -2 PARTIAL HEIGHT GYPSUM WALL ':� � '.. KNOCKDOWN FRAME 13 TYPICAL UPPER CABINETS 9 RECEPTION DESK SECTION 6 PARTITION CLOSURE AT MULLION 2 TYP INTERIOR DOOR/RELITE - 3" 1 '-0" 1 - 112" - V-0" BUILDING STANDARD FIXTURES 2'-1 I I PLASTIC LAMINATE I ( EXISTING STRUC. DECK COUNTERTOP and BACK OF DOOR WHERE OCCURS ABOVE. SPLASH N � VINYL COMPOSITION TILE �(2) #10 SHT MTL SCREWS, OR 3/16" SHOT ANCHORS BUILDING STANDARD SINK, i W/ 1 1/8" EMBEDMENT INSULATE DRAIN and HOT TRANSITION STRIPREVISIONS 3 L- WATER PIPING I � �----ALTERNATE 45 DEG METAL STUDS, 8'-0" O.C. C) CARPET �� �� (2) #10 SHEET METAL DATE U I PLASTIC LAMINATE DOOR, ` / N ASCREWS DECEMBER 20, 2012 ALLOW 30" CLEARANCE FOR WHEELCHAIR ACCESS U N i CEILING LEVEL PROJECT NUMBER � I MELAMINE BACK and SIDE ---------------------j) PANELS PAINT (TRACK STUD) 20094541 0 V REVEAL BLACK p .. RUBBER BASE USE "PARTITION CLIP" OVER LY LD //\\ GRID T-BAR FOR TRACK STUD ATTACHMENT N 05 10 TYPICAL CABINET at SINK 7 VCT TO CARPET 3 WALL BRACING DETAIL 1 " 1 '-0" FULL SIZE N T S , 0 41go U MFG.- USG MODEL: DONN DX ARCHITECTS V) 2'-1 " DUTY: MAIN TEE - HEAVY DUTY CONNECTION DEVICES TO BE CROSS TEE - HEAVY DUTY PLASTIC LAMINATE OF AN APPROVED TYPE AND MAX. DESIGN FIXTURE WEIGHT 75 LBS. COUNTERTOP and BACKHAVE 100# CAPABILITY ACTUAL MAX. FIXTURE WEIGHT: SEPERATELY SUPPORTED SPLASH WHERE INDICATED CONNECTOR AT TOP OF WIRE: 3/16" SHOT ANCHOR W/ 1 1/8" EMBEDMENT 1120 NW Couch Street J ON ELEVATIONS SEISMIC STRUT: 3/4" CONDUIT W/ POSITIVE CONNECTION TO GRID w Suite 300, Portland VERTICAL STRUT AT BUILDING STRUCTURE Q R 9 7 2 0 9 12'-0" O.C. EACH U ° ° N WAY COUNTERSLOPE HANGERS IF MORE 3/4" Tel: 503 ADJUSTABLE THAN 1:6 OUT OF PLUMB ( ) 224.9656 MELAMINE SHELVES LATERAL BRACING00 Fax: (503) 299.6273 SECURE ALL HANGERS TO ADDITIONAL HANGERS ALL BUILDING STRUCTURE www.gbdarchitects.com PLASTIC LAMINATE DOORTRAPEZE DUCTWORK AND 0 o PERIMETERER 0 MEMBERS WITHIN 8" OTHER LARGE OBSTRUCTIONS. POP RIVET RUNNER TO g" CROSS RUNNERS FIT � I BETWEEN MAIN RUNNERS N MELAMINE BACK and WALL ANGLE AT 2 ADJACENT E SIDE PANELS WALLS, FASTEN CLOSURE MAIN RUNNERS AT � a ANGLE W/ #6 SCREWS 8" 4'-0" O.C. �(5'�-O� .C. 4'-0" O.C. SUPPORTDIRECTLY TO WALL FRAMING (5'-0" O.C.) .C.) WITH #12 WIRE AT � o� ° ° RUBBER BASE OR PROVIDE STRUT 6'-0" MAX 12'-0" OF .C. EACH WAY 4'-0" O.C. OR WITH 'ITO STABILIZER BAR BETWEEN LATERAL BRACING AT 12'-0" O.C. EACH WAY. MAIN 10 WIRE AT 5'-0" C'4 ALL MEMBERS AT PERIMETER RUNNER TO STRUCTURE. BEGIN BRACING WITHIN 6'0" O.C. a_ OF PERIMETER AND 2'-0" FROM CROSS MEMBER. L Tenant Approval N 11 TYPICAL BASE CABINET 4 LATERAL BRACING FOR SUSPENDED CEILINGS � CV Uo 1 " = 1 '-0" NTS Date