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Plans (4) DRAWING INDEX DEMOLITION 'G'�Il '/ 1. EXISTING STRUCTURE TO BE LEFT UNDISTURBED AND INTACT. PERFORM NO DEMOLITION THAT MAY COMPROMISE THE �� _y rLi]7 A-1 CODE SHEET & GENERAL INFORMATION MAY STRUCTURAL INTEGRITY OF THE BUILDING WITHOUT WRITTEN APPROVAL OF THE ARCHITECT / ENGINEER. TENANT IMPROVEMENT FOR 08 2013E A-2 FLOOR PLAN 2. EXTREME CARE SHALL BE TAKEN BY THE CONTRACTOR TO PROTECT ALL EXISTING AREAS TO REMAIN FROM DAMAGES THAT CI'fl n A-3 REFLECTED CEILING PLAN MIGHT OCCUR DURING DEMOLITION. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR ALL AREAS THAT HAVE BEEN FAMILY HEALTH HUv'yorp,, s „ Q a r r • t w DAMAGED DUE TO INADEQUATE PROTECTION. A-4 INTERIOR DETAILS 3. MAINTAIN 100% SPRINKLER COVERAGE. 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. CONTACTS Shorenstein Realty Services CONSTRUCTIONOne SW Columbia Street,Suite 300 CODE 2010 OREGON STRUCTURAL SPECIALTY CODE ZONING MUE-1 BUILDING MANAGEMENT: CONTRACTOR: ARCHITECT: Portland, Oregon 97258 1. PERFORM ALL WORK IN ACCORDANCE WITH ESTABLISHED BUILDING STANDARDS FOR TENANT IMPROVEMENTS. SHORENSTEIN REALTY SERVICES, L.P. RUSSELL CONSTRUCTION, INC GBD ARCHITECTS, Incorporated 5335 Meadows Road 20915 SW 105th Ave 1120 NW Couch Street FIRE PROTECTION SMOKE DETECTION SYSTEM 2. ALL DIMENSIONS ARE TO FACE OF FINISHED SURFACE UNLESS NOTED OTHERWISE. ALL PARTITIONS TERMINATE AT THE Suite — 275 Tualatin, Oregon 97062-9511 Suite — 300 AUTOMATIC SPRINKLER SYSTEM UNDERSIDE OF THE EXISTING SUSPENDED CEILING UNLESS OTHERWISE NOTED. Lake Oswego, Oregon 97035 Phone: 503/692-9002 Portland, Oregon 97209 Lincoln Center Four Lincoln AREA SUITE 110: 2,553 USF CONSTRUCTION TYPE: 2-8 3. MECHANICAL, ELECTRICAL AND FIRE PROTECTION SYSTEMS INDICATED ARE FOR INFORMATION ONLY. THESE SYSTEMS ARE VACANCY: 3,205 USF Fax: 503/692-9008 SUB CONTRACTOR DESIGN/BUILD AND ARE TO BE SUBMITTED UNDER SEPARATE PERMIT, UNDER THE MASTER PERMIT FOR Phone: 503/619-3200 Phone: 503/224-9656 10250 SW Greenburg Road THIS PROJECT. IT IS THE RESPONSIBILITY OF THE DESIGN BUILD SUB—CONTRACTOR TO OBTAIN THESE PERMITS. Contact Donn Sturdivant g STORIES 3 / Fax: 503/619-3210 Fax: 503/299-6273 CONTRACTORS SHALL VERIFY SIZES AND LOCATIONS OF ALL MECHANICAL AND ELECTRICAL EQUIPMENT, BOTH EXISTING AND Email: Dsturdivant @russellconstruction.com Tigard, Oregon 97224 NEW. Contact: Andrea O'Neil Contact Whit Middlecoff g g OCCUPANT LOAD OCCUPANT LOAD FACTOR: 100 EGRESS SUITE 110: NUMBER OF REQUIRED EXITS: 1 Cell Phone: 503/519-9506 Cell Phone: 503/758-9053 SUITE 110 OCC. LOAD: 26 4. MAINTAIN 100% ALARM COVERAGE. Email: aoneil®shorenstein.com VACANCY OCC. LOAD: 32 EGRESS VACANCY: NUMBER OF REQUIRED EXITS: 1 Email: whit @gbdarchitects.com 5. ALL WALLS, DOORS, FLOORS, CEILINGS WITHIN THE LIMITS OF WORK NOTED, ARE TO BE PATCHED, PLASTERED, SANDED AND FAMILY HEALTH PREPARED READY FOR THE NEW FINISH SPECIFIED. ST FLOOR, SUITE 110 GENERAL NOTES PACKAGE.FOLLOWING GENERAL NOTES AP DO NOT REAPPEARPON TOHE IINDIVIDUALINSHEET$HIS 6. PROVIDE EXIT SIGNS AND EMERGENCY LIGHTING SYSTEM IN CONFORMANCE WITH CITY OF TIGARD REQUIREMENTS. EGRESS PLAN 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. � Cil A1�C NUMBER WILL BE ISSUED FOR THE PROJECT. ALL OTHER DESIGN BUILD PERMITS ARE TO BE TAKEN OUT AS SEPARATE Q 1` 10 PERMITS UNDER THE MASTER PROJECT NUMBER. 8. SEAL ALL THROUGH FLOOR / RATED—WALL PENETRATIONS WITH RATED ASSEMBLIES AS REQUIRED TO MAINTAIN THE INTEGRITY OF FLOOR / WALL ASSEMBLY. LIMITS OF WORK—\ ~ IG L S B. MECHANICAL WORK IS PROVIDED THROUGH A CONTRACTOR DESIGN BUILD SYSTEM. MECHANICAL WORK INDICATED IN THESE .— —. 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 _ — _ — _ _ — — 1 �r� 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. II a II elte 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 II jjp II OR ^D, OREGON BUILD PROJECTS, AND SUBMIT PROJECT TO CITY OF TIGARD. MECHANICAL DESIGN BUILD DRAWINGS SHALL BE SUBMITTED, LEVER HARDWARE i i see =as ssxe ��i 3008 AND APPROVED BY THE OWNER'S CONSTRUCTION MANAGER AND ARCHITECT, PRIOR TO ISSUING TO THE CITY OF TIGARD FOR II — — II 9 �� PERMIT. 11. UTILIZE ZERO VOC PAINT SYSTEMS, INCLUDING PRIMERS AND FINISH PRODUCTS. j� !/. �,0�. OF Oa, 12. PROVIDE SOUND INSULATION IN ALL NEW WALLS EXCEPT FOR LOW OR PARTIAL HEIGHT PARTITIONS. �I. %�` ��%' C. PLUMBING WORK IS PROVIDED THROUGH A CONTRACTOR DESIGN BUILD SYSTEM. PLUMBING WORK INDICATED IN THESE o % p / I _ ENGINEERED IS DRAWINGS TO MEET ONLY. IN THESE VERIFY ALLLCITY OF TIGARD CONDITIONS BUILDING CODE PROVIDE 13. EDGE—BANDING ON ALL CASEWORK IS TO MATCH THE VERTICAL SURFACES UNLESS OTHERWISE NOTED. t lu , a %r ii REQUIREMENTS. PLUMBING CONTRACTOR IS TO MEET ALL CITY OF TIGARD SUBMITTAL REQUIREMENTS FOR DESIGN BUILD • I 0 %A I PROJECTS, AND SUBMIT PROJECT THROUGH THE CITY OF TIGARD PERMIT PROGRAM. MAINTAIN 100% SPRINKLER COVERAGE �'0 s =s THROUGHOUT BUILDING. PLUMBING DESIGN BUILD DRAWINGS SHALL BE SUBMITTED, REVIEWED AND APPROVED BY THE �I�_Limp OWNER'S CONSTRUCTION MANAGER AND ARCHITECT, PRIOR TO ISSUING TO THE CITY OF TIGARD FOR PERMIT. i a 91 iii D. ELECTRICAL WORK IS PROVIDED THROUGH A CONTRACTOR DESIGN BUILD SYSTEM. ELECTRICAL WORK INDICATED IN THESE n f' _ �������j 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 r• q �l'. �� CODE REQUIREMENTS. ELECTRICAL CONTRACTOR IS TO MEET ALL CITY OF TIGARD SUBMITTAL REQUIREMENTS FOR DESIGN I A BUILD PROJECTS, AND SUBMIT PROJECT THROUGH THE CITY OF TIGARD PERMIT PROGRAM. ELECTRICAL DESIGN BUILD i l ° ' , 0 / L �I j _ 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. - - !, II E. EXIT AND EGRESS LIGHTING SYSTEM ARE TO BE INSTALLED TO MEET THE IBC AND PRESCRIPTIVE LIGHTING PATH (IBC 2007.) • II LO MIN_ EGRESS PLAN IS INDICATED IN THESE DOCUMENTS. ' I • F. MAINTAIN EXISTING BUILDING FIRE AND LIFE SAFETY SYSTEMS INCLUDING, BUT NOT LIMITED TO SPRINKLER SYSTEMS, SMOKE • ' 3 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 [zflT!JJ!l[!I RECORD AT THE CITY OF TIGARD. IN CASE OF CONFLICT WHERE THE METHODS OR STANDARDS OF INSTALLATION OF THE - m DATE .— MATERIALS SPECIFIED DO NOT EQUAL OR EXCEED THE REQUIREMENTS OF THE LAWS OR ORDINANCES, THE LAW OR .I ° ° _ •�� APRIL 30, 2013 0 ORDINANCE SHALL GOVERN. NOTIFY ARCHITECT OF CONFLICTS. H. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY EXISTING CONDITIONS. NO ALLOWANCE WILL BE MADE FOR �� 1 II UNFAVORABLE CONDITIONS OR EVENT WHICH MIGHT HAVE BEEN DISCOVERED THROUGH A THOROUGH EXAMINATION OF THE m �_ PROJECT NUMBER '3 SITE. CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR THE CONSEQUENCES OF ACTING ON CONCLUSIONS DRAWN I II 2 FROM INFORMATION AVAILABLE AT THE TIME. 20094809 0 m o I. NOTIFY THE ARCHITECT IN WRITING, OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH WORK. j i •• • J. PROVIDE ALL LABOR, TRANSPORTATION, EQUIPMENT AND SERVICES NECESSARY TO PERFORM WORK SHOWN ON THE DRAWINGS } MECHANICAL ipl c AND DESCRIBED HEREIN. 0 ..L _ _ K. SUITE WAS OCCUPIED DURING FIELD VERIFICATION. J �- 1. MECHANICAL AND FIRE PROTECTION SYSTEM WORK INDICATED IS FOR INFORMATION ONLY. CONTRACTORS SHALL VERIFY ! ! =En. a SIZES AND LOCATIONS OF ALL EQUIPMENT, BOTH EXISTING AND NEW. THESE SYSTEMS ARE SUB—CONTRACTOR DESIGN/BUILD ' E 2. AND ARE TO BE SUBMITTED UNDER SEPARATE PERMIT. IT IS THE RESPONSIBILITY OF THE DESIGN/BUILD SUB—CONTRACTOR u e I 3 TO OBTAIN THESE PERMITS. DESIGN BUILD DRAWINGS SHALL BE SUBMITTED, REVIEWED AND APPROVED BY THE OWNER'S - - GBD o CONSTRUCTION MANAGER AND ARCHITECT PRIOR TO SUBMITTING TO THE CITY OF TIGARD FOR PERMIT. LL 4. CONTRACTOR TO PROVIDE CFM DELIVERY FOR EACH REGISTER ON THE MECHANICAL DB DRAWINGS. U ARCHITECTS VICINITY P LA N ALL MECHANICAL PLANS ARE TO BE SUBMITTED FOR APPROVAL BY THE OWNERS' CONSTRUCTION MANAGER AND ARCHITECT = _ • • • • • • • Is_ NO TH PRIOR TO COMMENCEMENT OF MECHANICAL WORK. LEGEND 1120 NW Couch Street : '. CONTRACTOR TO SUBMIT ALONG WITH BID. NUMBER OF EXISTING AND PROPOSED VAV BOXES AND TERMINAL UNITS Suite 300, Portland Q LLLi 1 CONTEMPLATED AS PART OF DESIGN BUILD CONTRACT. EXIT ELECT/-� /� z Tel: (503) 224.9656 RICAL DENOTES AREA OF MIN 3'-8" WIDE EGRESS PATH Fax: (503) 299.6273 jj��j�j��j www.gbdarchitects.com o ELECTRICAL WORK INDICATED IS FOR INFORMATION ONLY. CONTRACTORS SHALL VERIFY SIZES AND LOCATIONS OF ALL c EQUIPMENT, BOTH EXISTING AND NEW. THESE SYSTEMS ARE SUB—CONTRACTOR DESIGN/BUILD AND ARE TO BE SUBMITTED PROVIDE EGRESS ILLUMINATION ALONG EXIT PATH NOT LESS THAN (1 ) FOOT O 2. UNDER SEPARATE PERMIT. IT IS THE RESPONSIBILITY OF THE DESIGN/BUILD SUB—CONTRACTOR TO OBTAIN THESE PERMITS. a _CANDLE MEASURED CONTINUOULY AT THE WALKING SURFACE. DESIGN BUILD DRAWINGS SHALL BE SUBMITTED, REVIEWED AND APPROVED BY THE OWNER'S CONSTRUCTION MANAGER AND 3. ARCHITECT PRIOR TO SUBMITTING TO THE CITY OF TIGARD FOR PERMIT. e 1 v -T:C CITY OF TIGARD �l— ao 4 ALL NEW ELECTRICAL OUTLETS TO BE MOUNTED AT +18° UNLESS NOTED OTHERWISE. Occupancy Type Approved 17 o` o ALL RECEPTACLES, SWITCHES AND COVERS TO BE BUILDING STANDARD AND MATCH IN COLOR. FIELD VERIFY COLOR UNLESS ConstructionTyps ..?--sal Conditionally Approved [ ] 0 CO 5 OTHERWISE NOTED. Rated Corridor See Letter to:Follow [ ] j ca I Energy Code Attac d.. a.: p' SWITCHING FOR ALL LIGHT FIXTURES TO BE COORDINATED BETWEEN ARCHITECTURAL AND ELECTRICAL DRAWINGS PRIOR TO Accessibility PertnitNumber: P)to S—Gtoio- IC Tenant Approval Iii cv 6, BEGINNING OF WORK. CONFIRM W/ ARCHITECT. Address, i2"� t) C._tj J i % �� tea Date: :r 13 —- CD`_ -• t ! 1 Y MODIFY EMERGENCY EGRESS LIGHTING AS NECESSARY TO MATCH PRESCRIBED PATH AND TO CONFORM WITH IBC 2003. SEE Approved plans By. Q o_ „ , EGRESS PLAN FOR EGRESS LIGHTING PATH. shall be on job site. Date CONTRACTOR TO GET FIRE LIFE SAFETY DESIGN PRICING AND DEVICE COUNT FROM SEIMENS. ELECTRICAL CONTRACTOR TO /6 � C) / jd / 3 INCLUDE FIRE LIFE SAFETY IN IT'S BID. OFFICE COPY (%I GENERAL BUILDING NOTES: A. NEW DOORS TO MATCH EXISTING. FIELD VERIFY DOOR DIMENSIONS I �. �. ■ ■ �. �.. �.. �■ AND STYLE. 111 — I 8 Ii, 8 +.; �] .- j 0 a , B. NEW DOOR HARDWARE FINISH TO MATCH EXISTING FINISH OF OTHER N15 EXAM OFFICE 4 DOORS IN SUITE. +504 ,; =50 +48 3 0 P 5� +48 _ 4 " 5d I 136 r48 138 TYP C. INSTALL SUSPENDED ACOUSTICAL TILE CEILINGS TO MATCH (EXISTING) a AFF UNLESS NOTED OTHERWISE. ( ) - 79__.r S _ S S� S s___( _ S �_ S S OFFICE D. FURNITURE N.I.C. AND SHOWN FOR REFERENCE ONLY o� � a, � a� / o� -_ 140 III --1-P-A t -- 0 tQ ----QOA-�-- 'H' -PA-F--- j 7 %ERvER q -- - 'HALL E. FOR SEISMIC BRACING OF SUSPENDED CEILING AND INTERSTITIAL r� /-w<>. -IrK> n0 6 130 132 "'0 EQUIPMENT SEE DETAIL ON SHEET A-3. Shorenstein Realty Services .���� h + O F. CENTER ALL RELOCATED DOWN LIGHTS, FIRE SPRINKLER HEADS, one SW Columbia Street,Suite 300 r u r I L N Ca \ ---- ___-;I U) of N �„ a EXIT' SMOKE DETECTORS AND ALL OTHER CEILING PENETRATIONS IN CENTER Portland, Oregon 97258 EXAM ix ii 44D -_ i 4 OF 2X2 TILE UNLESS NOTED OTHERWISE. \� +48 �� +48 +45 0 0 +48 128 -t e G. REPLACE DAMAGED AND SOILED CEILING TILES WHERE AFFECTED BY 1' _, II C , -T1 CONSTRUCTION TO MATCH EXISTING. - �° — O — - +4° :0 D • — 0 STAIR H. FIELD VERIFICATION OF SUITE 214 WAS PERFORMED WHILE THE SUITE. ,r_i ii --! S �p o; 142 WAS OCCUPIED. Lincoln Center- Four Lincoln S +,Iv (fh5v S -T +S !` S t �(IST. RF + 10250 SW Greenburg Road �] " m S : °"� EXAM ; " m T.I. REFERENCE NOTES S +5°I I _; Ili s,---L I 0+48 124 M� S Tigard, Oregon 97224 ,�+5�a 0+48 r S 126 0 ADD NEW BUILDING STANDARD DEMISING PARTITION TO SUBDIVIDE ++ 2 ---. +�` - - ® +5Q aI� SUITE. EXTEND EXISTING PARTITIONS UP TO STRUCTURE. EXTENT OF , 4iI O HWH - ---- Flu .�.. � - - - � EXIST. EzlsrJ DEMISING WALL SHOWN DASHED. I 5 II +44 :»•: II _ +44 f z1J cLOSEr FAMILY HEALTH T O +48 j i +48 II v- ;--4-0-1 11,17 o .__i 0 'QRK 122 0 PROVIDE NEW ALUMINUM STOREFRONT DOOR AND FRAME TO MATCH 1ST FLOOR SUITE 110 • ' ' +5�f1 I 1 j,J- +56 L O +48 S - 0+56 , ® I 116 HALL � +91 r BUILDING STANDARD FINISH WITH FULL TEMPERED GLASS LIGHT. �:_ II I LOUNGE t - . f 118 PROVIDE ADA COMPLIANT THRESHOLD. II I.---- 3c22o +50 _ ,■ 220 t +5o EXAM ; �„ ii d+5o © - 0 -+5° 114 120 : 3 PROVIDE NEW CONCRETE SIDEWALK EXTENSION AS INDICATED. D- tj P` it +50 " I I : y CFT�IXISr +50 CONCRETE TO BE HIGH STRENGTH WITH REINFORCING WIRE AND;L : + + : ( \CPT I TAMPED GRAVEL BASE. MATCH SCORE LINES OF ADJACENT EXISTING C~' R�►lG VIS Finnw 3Qi --; I � , _ •. I 1 L_a __ a __II WALK. RELOCATE EXISTING SPRINKLER HEAD AT CORNER OF WALK. W C) �� � HALL O ?-3•`--- ---- I d� I +40 _ _ a--1 0 _ Iv t10 fi ..-.. fi' '-°' RECEpnoN Q PROVIDE BUILDING STANDARD PLASTIC LAMINATE TRANSACTION TOP IN PO ND, OREGON • .k. SO S SS - c . . 112 NEW OPENING IN WALL WITH SLIDING GLASS TRANSACTION WINDOW. ,% / 3OO8 II-31 ii �S � A p � TOILET �- D c o ' N N _ 04774 �1 7� � � � � � 1os O � - v - , � LINE OF EXISTING SIDEWALK. 4MP II / 1 +41 A®C II _ ® P 06 LOCATION OF RELOCATED CLOSET DOORS. DE T t I i��� m _T LAB 1 e m ir a .�` LT, 1 108 �� �� II AO RCPT 102 WAITING , T?:f T © 0 PROVIDE BUILDING STANDARD EXHAUST FAN AND LOUVER IN CLOSET a O DOOR. S +44 m � 44__±44 y � , ' "-.~ 9 � D(IST. WOC 7 TYP W� ] I ± a -y ) 1141 [1-)C1 0°--11- 7-[-) � i: • a 0 LOCATION OF RELOCATED EXAM ROOM CASEWORK AND PLUMBING 3 o FIXTURES. PROVIDE NEW LINOLEUM FLOORING TO MATCH EXISTING �O EX S G EXAM ROOMS. ■ AO 0 PROVIDE NEW BUILDING STANDARD PLASTIC LAMINATE UPPER AND 0 LOWER CABINETS WITH SINK. SALVAGE EXISTING SINK IF PRACTICAL. I _i Y-0'• `J L i' L' 0 PROVIDE NEW BUILDING STANDARD WINDOW TREATMENTS IN ALL EXTERIOR WINDOWS IN SUITE. 3 A - DEMOLITION B - TENANT IMPROVEMENT DEMOLITION REFERENCE NOTES REVISIONS -a U <> REMOVE CASEWORK AND SINK. CAP PLUMBING IN WALL. DATE 0 1 PARTIAL 1ST FLOOR PLAN APRIL 30, 2013 U / � 2O REMOVE EXISTING CASEWORK AND SINK AND SALVAGE FOR REUSE. H 1/8" = 1 -0 WHEN PRINTED ON 22 x 34 PAPER CAP EXISTING PLUMBING IN WALL. a) PROJECT NUMBER 3 O REMOVE EXISTING EXIT DOOR AND FRAME. PREP ROUGH OPENING TO o RECEIVE NEW STOREFRONT DOOR. 20094809 0 r. O REMOVE EXISTING CLOSET DOORS AND FRAMES AND SALVAGE FOR } REUSE. SEE T.I. PLAN FOR LOCATION OF RELOCATED CLOSET DOORS. a 0 = O REMOVE EXISTING BUSINESS OFFICE CASEWORK AND REINSTALL '. WHERE INDICATED ON T.I. PLAN. g , 4 EQ. 6'-6" a I Li_ S 6<> REMOVE EXISTING SINK AND FAUCET. SALVAGE FOR REINSTALLATION G B D o , IF PRACTICAL. 1 f IMMO / 11\,,, ,,, / 4, 3'-0" �, / 1'-0" ARCHITECTS LEGEND ADD ALTERNATES ‘ ‘ 'X' GLASS `� ,^ ,' �,\`u i \\`�', ic_____..----SLIDING TRAN. WINDOW ily N&J/ OFFICE --ROOM NAME 0 0 PROVIDE ADA TOILET ROOM WITH COMPLIANT TOILET ROOM FIXTURES 1120 NW Couch Street SIM � _ " O�,�N 510A ARCHITECTURAL PLAN O Suite 300, Portland I �4 ® 9 ° 1'-0 PLAM TRANS. TOP ROOM NUMBER REFERENCE NOTE AND HARDWARE. PROVIDE LINOLEUM FLOORING. 0 R 9 7 2 0 9 O ,�. - SIM ; _ - _ I ELEVATION REFERENCE / '\ REVISION NUMBER ® PROVIDE BUILDING STANDARD PLASTIC LAMINATE UPPER AND LOWER Tel: (503) 224.9656 � '� SHEET REFERENCE CASEWORK WITH CLEAR KNEE SPACE. Fax: (503) 299.6273 N �' ��� �_ ��PLAM END '� ° \'�, - -'���- �-` � o ',vi PANEL N NN, ,�/.'' -----DETAIL REFERENCE CPT-1 FLOORING TRANSITION www.gbdarchitects.com , - •-� ` CHANGE Q PROVIDE WALK--OFF CARPET TILE INSET 4'-6" x 10'-0". 1'_3" �- — W SHEET REFERENCE 0 1'-3" / / 4'-5" A 2'-8" 5 / 5'-0" rJ 7'-104- MIN. CLR. 44'-s" 4 PROVIDE CANVAS AND TUBE STEEL AWNING OVER ENTRY DOOR WITH J / kit - - N DUPLEX O A - WEST B - NORTH C - EAST EXISTING PARTITION OR �-DENOTES NEW TENANT'S NAME SILK SCREENED ON LEADING EDGE. OBJECT TO BE REMOVED �_ E N QUAD POWER Q RELOCATE EXISTING BUSINESS OFFICE CASEWORK TO THIS LOCATION. o EXISTING PARTITION TO PROVIDE SCRIBE AND FINISHED END PANEL AS NECESSARY. 2 INTERIOR, ELEVATION — RECEPTION 112 REMAIN Ti VOICE/DATA ROUGH-IN RI �■ NEW BUILDING STANDARD 0 PROVIDE DEDICATED EXHAUST SYSTEM IN THIS ROOM. TIE EXHAUST �' 1/4 = 1 -0 w °' PARTITION $ SWITCH INTO BATHROOM EXHAUST PLENUM. Tenant Approval i L ° - BUILDING STANDARD RELITE 0 FLOOR MONUMENT OUTLET 0 REMOVE EXISTING AUTOMATIC DOOR OPENER AND REINSTALL IF Q PRACTICAL ON NEW ENTRY DOOR. LOCATE ACTIVATION BUTTONS AS Date U Q EXISTING DOOR AND FRAME BF FURNITURE OUTLET (BASE INDICATED WITH 'AO'. PROVIDE NEW OPENER HARDWARE IF EXISTING • TO REMAIN FEED) IS NOT USEABLE. H El, H GENERAL BUILDING NOTES: . El HHHHHHEIHXHKHEI. H A. INSTALL SUSPENDED ACOUSTICAL TILE CEILINGS. TO MATCH r-r ---+--- --r---;----r-r---4----r-t---y----r-r--- ----r-r---r---r- ----r---+-+---+---y- ----+---y-- ---r--- --r---T----r-r---y----r-r--- ----r-*----t----+-+----r---r-�----r---i= ----�---+-�-° _ .- --r--- --r---T----r-r---y----r-+---ti----r-+- --ti----r-+----r---r- ---r---+- ---- +--�- H /4 /11 T E I "" (EXISTING) AFF UNLESS NOTED OTHERWISE. B. FOR SEISMIC BRACING OF SUSPENDED CEILING AND INTERSTITIAL ° ° N o Fs 0 0 0 0 o Fs o o SP ° o Fs Sp EQUIPMENT SEE DETAIL ON SHEET A-4. i . . i . . i i ' k -. . n i ti i i r i i i n �L -, . . i i i i i i i i ,r_ ---+- --I' -J r I , r + i- r + ,_ -r-+ -r- -+-y r } 1- - - r r t r H I i F + --I- I--+- --+- -+-+- -r- --r - r J J- --L---I--4- r -r- -Y- -r f- -+ F + +- +- �- + + r r T— -r- J-J- -i-- -J-J C. CENTER ALL RELOCATED DOWN LIGHTS, FIRE SPRINKLER HEADS, a � � � SMOKE DETECTORS AND ALL OTHER CEILING PENETRATIONS IN o FS o _ ° ° FS f o ° O I ° rcO ��� c�% IP _ CENTER OF 2X2 TILE UNLESS NOTED OTHERWISE. Shorenstein Realty ServicesF1 ___1___J__ _+___+____F_i___1____+_}___ ____1_+____ ___+_+____ ___J_J____L___J_J____i___J__L___+______r___+____r_i___{____F_i___ ____ _}___ ___i_y____r___+_y_-__F___1_J____L___J_J _ �__+__ ��--- � ___F___J_J____L___i_J__ D. REPLACE DAMAGED AND SOILED CEILING TILES WHERE AFFECTED One SW Columbia Street,Suite 300 Y 1 - n I t CT�JT- TfJ - 1 1 I 11 FS I ° i i i i i °•� BY CONSTRUCTION TO MATCH EXISTING. Portland, Oregon 97258 ° 0 ' Fs 0 ° ' Fs ° 0 -- E. FURNITURE SHOWN FOR N.I.C. AND SHOWN FOR REFERENCE ONLY. .F._J. ___ _ _J____i___J__ _ ___ __L_ 1____L_L___J____{.._1__ i____L_1___J____1_1____ x__1_JL___1_JF +_�____}___�_____i___J__L___i____L_L___J____L_i___yf_{___J_ _'____f__iiiiF L 1 .l-L___1_. L_L__; ,_,)-_(N FS �,� ° L_1 ___L___J_J____1___J__L___1___I__L___1____L_L___1____L_L_. _J____L_l___J____L_1____ 1_J____L___1_J____1__"_J____1___ __L___'-__J__L___i'_�__i _J____4__;�, .._y J L 1 i L 1 _ A___J_ _ Lincoln Center Four Lincoln 0 ° FS ° , FS 11 FS ° FS FS �_ 10250 SW Greenburg Road-4 IM=1.11111.11.1H11.11111.11.111 L r J L L J L 1 JL1 _L_ _+_�____i _O1___J__L___1_ L_ L_L___J____L_1___J 1 • J L L_L___JL_1_H SP A ° A 0 + , . ° , ;�f0 ° Tigard, Oregon 97224 Fs 1 i� f•i� �'r��ii� ' 1 - o - - I - 'I — __J 4 L L L___J____L_1_ -} -- _1_-- -- 1 L___J__L___1___J �_1 L L L J L 1 J DoE L_1.. 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A f IIIMMEME NEW PARTITIONDING STANDARD O 21 1 -, i. \ i r.\ , , BUILDING STANDARD RELITE `�-!s-�', � ' ` ' `-; W ACOUSTIC CEILING GRID ARCHITECTS 3'-4" MI• %/ \U/i \ v t'-8" , ° ;/ z1. FIXTURE OX REMAIN G LIGHT sC0 o 1 r.L! 1120 NW Couch Street I -I I SD I ` PTO '' ' —� `�� - ; ��; ; Suite 300, Portland Q — GB �, — �;� N. \� ��� LIGHT FIXTURE 2X4 CEILING 0 R 9 7 2 0 9 w ^ TP ° �.� = T Tel: (503) 224.9656 � �. \� , �.: .� Fax: (503) 299,6273 T "' N "' N I ` 2X4 LIGHT FIXTURE TO BE ) oN• ����� F.V. II 3�_p" REMOVED OR RELOCATED www.gbdarchitects.com mi j, 2'-9" ,f, f-s"", k t -10 R2'sl9 5'-7i" EXISTING 2X2 CEILING HVAC v X DIFFUSER TO REMAIN c A - NORTH B - WEST C - SOUTH J ' E 2 INTERIOR ELEVATION — TOILET 106 3 INTERIOR ELEVATION — LOUNGE 114 ° EXISTING RECESSED CEILING LIGHT FIXTURE A-3 5 -7 1/4" = 1 '-0" 1/4" = 1 '-0" ® NEW OR RELOCATED EXIT SIGN o °° 0 EXIT SIGN M a o 0 EXIT SIGN TO BE REMOVED OR RELOCATED Tenant Approval N W O o ® SMOKE DETECTOR • o Date U < ® SPEAKER © FIRE STROBE r 2'-1" I�/► BUILDING STANDARD ADA COMPLIANT FIXTURE %d•� 'COUS. INSULATION 4'-0" EACH SIDE OF „ INSULATED PARTITIONS. PLASTIC LAMINATE BACKSPLASH 1 2 -1 N �``7 USPENDED ACOUSTIC CEILING SYSTEM PLASTIC LAMINATE BACKSPLASH d ��., s NONE STEIN I . r- f_ \ �- v ��� ETAL J BEAD o,1, ONT. x " WIDE NEOPRENE GASKET BUILDING STANDARD ADA COMPLIANT SINK d- PLASTIC LAMINATE COUNTERTOP P•4 1 EAD TRACK --10.1 \ - DO NOT SCREW GYP. BD. TO RUNNER CHANNEL. "' J 34" PREPAINT EXPOSED LEGS FLAT BLACK • MELAMINE BACK AND SIDE PANELS -NI.I I" TYPE "X" GYPSUM BOARD ON 24" METAL Shorenstein Realty Services FINISH SCHEDULE o •• ® CONTINUOUS TUBE STEEL SUPPORT 1� STUDS 0 24" O.C. One SW Columbia Street,Suite 300 ELEVATIONS "' ® 6 PROVIDE GROMMETS FOR ACCESS TO WALL 1� 4_ ACOUSTICAL INSULATION. 1 N Portland, Oregon 97258 PLASTIC __. 1.4 J OUTLETS. TENANT TO DETERMINE LOCATIONS. ► RUBBER BASE (SEE FINISH SCHEDULE) ROOM• NAME FLOOR SASE N E S W CEILING LAMINATE REMARKS - PLASTIC LAMINATE DOOR WALL BRACKETS - KEEP KNEE SPACE CLEAR op.A• . RUBBER BASE ■ , CONTINUOUS ACOUSTIC SEALANT UNDER BOTTOM 4 102 WAITING WORFCPT RB PI P) Pi P1 ACT1 , �i / TRACK AND BOTTOM OF GYP. BD. AT INSULATED ` PARTITION ONLY a : , 106 TOILET RE RB P1 Pi Pi P) ACT# �_ \ CARPET (SEE FINISH SCHEDULE) 108 LAB RE RB P1 PI P1 P1 ACTI EXIST. \ Lincoln Center- Four Lincoln 110 HALL CPT RB PI P) PI P1 ACT] EXISTING CONCRETE SLAB FLOOR 112 RECEPTION CPT RB PI P1 P1 PI ACTI PL1/PL2 10250 SW Greenburg Road 114 LOUNGE VCT RB PI PI PI PI ACTT PL1/PL2 116 WORK - CPT RB PI PI PI PI ACTT EXIST, 8 CASEWORK SECTION 5 CASEWORK SECTION 1 TYP INTERIOR PARTITION Tigard, Oregon 97224 )18 HALL CPT RB PI PI PI P1 ACTI 120 EXAM RF RB PI PI PI P1 ACTT EXIST. 3/4 1 —0 3/4 = 1 -0 1 -1/2 = 1 -0 122 CLOSET CPT RB PI P1 PI P1 - 124 EXAM RF RB PI PI PI P1 ACTI EXIST. FAMILY HEALTH 126 HALL CPT RB P) PI P1 P1 ACT1 WHERE GYP. BOARD 128 EXAM RE RB PI PI PI PI ACTI EXIST. - - ` I�� WALL OCCURS 1ST FLOOR, SUITE 110 130 SERVER CPT RB PI PI PI P1 ACTI - 132 HALL CPT RB PI P1 PI PI ACTI 2�_1 » �� DOUBLE STUD AT JAMB, TYP. 134 EXAM RE RB PI PI PI PI ACTT EXIST. y 136 EXAM RE RB PI PI PI P1 ACTT EXIST. -I I • • '— .41) A1, 138 OFFICE CPT RB P) P1 P1 PI ACTI PLASTIC LAMINATE COUNTERTOP �{� 140 OFFICE CPT RB P 1 P 1 P 1 P1 1 ACTS - _ \ SIN v r-- \ HOLLOW - BUILDING STANDARD HO MTL - _---- _.....__...._.._... ......._........:.....:.A _.:_-__. ,:.:.: �._.:.:._..........__..._....:. _.. .__.:. �\ • —� _ KNOCKDOWN FRAME C� —� 1rl 1 � IG 1. S " MELAMINE DRAWER INTERIORS, TYP. = d = - ,iid p�• ii FINISH LEGEND , 1 -1 it, _ w. N o D, OREGON CONTINUOUS WOOD CLEATS. ATTACH = - PLASTIC LAMINATE DRAWER FACE o COIDE PRODUCT DES RIPTION REMARKS o TO EACH CABINET SECTION AND EACH a ' .— PANELS BOTH FACES AND EDGES o 00 3008 �Q ACT) TO MATCH EXISTING ACOUSTICAL CEILING TILE !REPLACE STAINED OR DAMAGED TILES (. • • : METAL STUD. N I ON ALL EXPOSED SURFACES I"AP 1 ( CPT TBD CARPET w \ OF PI TBD GENERAL WALL PAINT PLASTIC LAMINATE CABINET DOOR W/ ✓ HARDBOARD BACK • WIRE PULLS ) BUILDING STANDARD HOLLOW MTL PL I TBD PLASTIC-LAMINATE-COUNTERTOPS m co •:. •' " ., ■- KNOCKDOWN FRAME PL2 TBD PLASTIC LAMINATE-CABINETS w N (2) 3/4" ADJUSTABLE MELAMINE SHELVES I 1 • • RB TBD RUBBER BASE STRAIGHT IN CARPETED AREAS.COVED ` • • I II ( X � RUBBER BASE IN RESILIENT FLOOR AREAS • W RE TBD RESILIENT FLOORING-LINOLEUM oo ' VCT TBD viNYL COMPOSITE TtLE -I .: CABINET DOOR TO ALIGN W/ CABINET BOTTOM 6 CASEWORK SECTION 2 TYP INTERIOR DOOR/RELITE WOC TBD WALK OFF CARPET AT WAITING ROOM Jor• - . • • • 3/4" — 1'-0" 1 -1/2" — 1 '-0" ui c ® `• PLASTIC LAMINATE BACKSPLASH EXISTING STRUC. DECK • d N ' " ABOVE. N 2.-1 / 2'-1" / PLASTIC LAMINATE COUNTERTOP 2 #10 SHT MTL SCREWS, d- PLASTIC LAMINATE OR 3/16" SHOT ANCHORS DOOR SCHEDULE ,.- .• I- COUNTERTOP. W/ 1 1/8" EMBEDMENT • • 4 HdWr. No of Head/Jamb Comments Ir-tcilMELAMINE DRAWER INTERIORS ALTERNATE 45 DEC METAL REVISIONS \ .` STUDS, 8.-0" O.C. v, Number Group Leafs Detail m ' • PLASTIC LAMINATE DOORS W/ WIRE PULLS —� PLASTIC LAMINATE DRAWER �. �' dRNS SHEET METAL o` ' ' FACE PANELS BOTH FACES , DATE U 102-1 3 1 STORE FRONT DOOR ® � w , 102-2 2 1 2/A-4 N (1) 3/4" ADJUSTABLE MELAMINE SHELF —�� AND EDGES ON ALL I APRIL 30, 2013 : I EXPOSED SURFACES U 106-1 2 1 2/A-4 N N 0) 128-1 1 1 2/A-4 RUBBER BASE t,_______„ , CEILING LEVEL c o PROJECT NUMBER '3 �. ... .._ 'r \ PAINT (TRACK STUD) O l — REVEAL BLACK 0 " J --' -' RUBBER BASE USE "PARTITION CUP" OVER 20094809 HARDWARE GROUPS 1' GRID T-BAR FOR TRACK r. STUD ATTACHMENT / I .c GROUP 1: GROUP 1: GROUP 2: 9 a LATCH SET LOCK SET PANIC HARDWARE 9 CASEWORK SECTION 7 CASEWORK SECTION 3 WALL BRACING DETAIL O HINGES HINGES CLOSER I SILENCERS SILENCERS AUTOMATIC OPENER 3/4" = 1 '-0" 3/4" = 1 '-0" N T S WALL STOP CLOSER E WALL STOP BY DOOR R MANUF) WARE LL G B D O MFG.. USG MODEL: DONN DX ARCHITECTS LL. DUTY: MAIN TEE - HEAVY DUTY CONNECTION DEVICES TO BE CROSS TEE - HEAVY DUTY ' OF AN APPROVED TYPE AND MAX. DESIGN FIXTURE WEIGHT 75 LBS. U HAVE 100# CAPABILITY ACTUAL MAX. FIXTURE WEIGHT: SEPERATELY SUPPORTED c CONNECTOR AT TOP OF WIRE: 3/16" SHOT ANCHOR W/ 1 1/8" EMBEDMENT 1 120 NW Couch Street SEISMIC STRUT: 3/4" CONDUIT W/ POSITIVE CONNECTION TO GRID Suite 300, Portland VERTICAL STRUT AT BUILDING STRUCTURE < 12'-0" O.C. EACH 0 R 9 7 2 0 9 LU O WAY THAN 1 COUNTERSLOPE OUT O HANGERS IF MORE Tel: (503) 224.9656 _ �. OOPP- Fax (503) 299.6273 N LATERAL BRACING >'.'�:: SECURE ALL HANGERS TO ( ) p ADDITIONAL HANGERS ALL ,: BUILDING STRUCTURE www.gbdarchitects.com . " ii�miiiir"""""'' TRAPEZE DUCTWORK AND MEMBERS WITHIN 8 OF OTHER LARGE OBSTRUCTIONS. PERIMETER O POP RIVET RUNNER TO " /- CROSS RUNNERS FIT C - BETWEEN MAIN RUNNERS Nr WALL ANGLE AT 2 ADJACENT .� - MAIN RUNNERS AT WALLS, FASTEN CLOSURE ' ANGLE W/ #6 SCREWS :" i 4'-0" O.C. , 4'-0" O.C. 4'-0" O.C. SUPPORT.M . » . » Q4 DIRECTLY TO WALL FRAMING WITH #12 WIRE AT O (5 -0 O.C.) (5 -0 O.C.) / co OR PROVIDE STRUT 0. q STABILIZER BAR BETWEEN 6'-0" MAX 12'-0" O.C. EACH WAY 4'-O" O.C. OR WITH 0 ALL MEMBERS AT PERIMETER LATERAL BRACING AT 12.-0" O.C. EACH WAY. MAIN " #10 WIRE AT 5.-0" (V - RUNNER TO STRUCTURE. BEGIN BRACING WITHIN 6'0" O.C. co OF PERIMETER AND 2'-0" FROM CROSS MEMBER. �; N Tenant Approval W ` 4 LATERAL BRACING FOR SUSPENDED CEILINGS Q Q NTS Date O ,