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Plans DRAWING INDEX DEMOLITION 111,:ff-:::1:-.;-1:1:1„,;e1/4--/-4---1 4„,,,,y• 0 ,-• ,,,.,„ , 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 IM ACV M NT C ,/,,z„,,,„,(4, -,7,-,.,,,�b > / �` A-2 FLOOR PLAN AND DEMO PLAN 2. EXTREME CARE SHALL BE TAKEN BY THE CONTRACTOR TO PROTECT ALL EXISTING AREAS TO REMAIN FROM DAMAGES THAT ��' .,: b...1,B "e'er: r • MIGHT OCCUR DURING DEMOLITION. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR ALL AREAS THAT HAVE BEEN ' r €ski A-3 REFLECTED CEILING PLAN s'/'/I NJV\/ A-4 ELEVATIONS & 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 One SW Columbia Street,Suite 300 - CONSTRUCTION Portland, Oregon 97258 CODE 2010 OREGON STRUCTURAL SPECIALTY CODE ZONING MUE 1 CONTACTS 1. PERFORM ALL WORK IN ACCORDANCE WITH ESTABLISHED BUILDING STANDARDS FOR TENANT IMPROVEMENTS. HEIGHT 6 STORIES FIRE PROTECTION SMOKE DETECTION SYSTEM BUILDING MANAGEMENT: CONTRACTOR: ARCHITECT: FULLY SPRINKLERED 2. ALL DIMENSIONS ARE TO FACE OF FINISHED SURFACE UNLESS NOTED OTHERWISE. ALL PARTITIONS TERMINATE AT THE SHORENSTEIN REALTY SERVICES, L.P. RUSSELL CONSTRUCTION, INC GBD ARCHITECTS, Incorporated AREA SUITE 200: 2,149 USF CONSTRUCTION TYPE: 2-B UNDERSIDE OF THE EXISTING SUSPENDED CEILING UNLESS OTHERWISE NOTED. 5335 Meadows Road 20915 SW 105th Ave 1 120 NW Couch Street Lincoln Center- Two Lincoln 3. MECHANICAL, ELECTRICAL AND FIRE PROTECTION SYSTEMS INDICATED ARE FOR INFORMATION ONLY. THESE SYSTEMS ARE Suite - 275 Tualatin, Oregon 97062-951 1 Suite - 300 10220 SW Greenburg Road EGRESS NUMBER OF REQUIRED EXITS: 1 SUB-CONTRACTOR DESIGN/BUILD AND ARE TO BE SUBMITTED UNDER SEPARATE PERMIT, UNDER THE MASTER PERMIT FOR Lake Oswego, Oregon 97035 Phone: 503/692-9002 Portland, Oregon 97209 , THIS PROJECT. IT IS THE RESPONSIBILITY OF THE DESIGN/BUILD SUB-CONTRACTOR TO OBTAIN THESE PERMITS. Fax: 503/692-9008 Tigard, Oregon 97224 OCCUPANT LOAD OCCUPANT LOAD FACTOR: 100 CONTRACTORS SHALL VERIFY SIZES AND LOCATIONS OF ALL MECHANICAL AND ELECTRICAL EQUIPMENT, BOTH EXISTING AND Phone: 503/619-3200 Phone: 503/224-9656 NEW. Contact: Donn Sturdivant OCCUPANT LOAD: 22 Fax: 503/619-3210 Fax: 503/299-6273 Email: Dsturdivant @russellconstruction.com 4. MAINTAIN 100% SPRINKLER COVERAGE Contact: Andrea O'Neil Contact: Whit Middlecoff ' P E NOW 5. ALL WALLS, DOORS, FLOORS, CEILINGS WITHIN THE LIMITS OF WORK NOTED, ARE TO BE PATCHED, PLASTERED, SANDED AND Cell Phone: 503/519-9506 Cell Phone: 503/758-9053 PREPARED READY FOR THE NEW FINISH SPECIFIED. Email: aoneil @shorenstein.com Email: whit @gbdarchitects.com 2ND FLOOR, SUITE 200 GENERAL N THE FOLLOWING GENERAL NOTES APPLY TO EACH DRAWING IN THIS PACKAGE. THEY DO NOT REAPPEAR ON THE INDIVIDUAL SHEETS._ 6. PROVIDE EXIT SIGNS AND EMERGENCY LIGHTING SYSTEM IN CONFORMANCE WITH CITY OF Tigard REQUIREMENTS. A. ALL WORK IN THIS BUILDING IS TO BE PERFORMED UNDER THE CITY OF TIGARD PERMIT PROGRAM. A MASTER PROJECT AND ELECTRICAL ITEMS AND PARTITIONS IS THE DESIGN OF ALL SEISMIC BRACING AND SUPPORTS FOR CEILING, MECHANICAL NUMBER WILL BE ISSUED FOR THE PROJECT. ALL OTHER DESIGN BUILD PERMITS ARE TO BE TAKEN OUT AS SEPARATE 7' tg) AR ,„ PERMITS UNDER THE MASTER PROJECT NUMBER. THE RESPONSIBILITY OF THE RESPECTIVE CONTRACTOR/VENDOR TO MEET CITY OF TIGARD BUILDING CODE. <� (, RESS PLAN � -eiz,, 8. SEAL ALL THROUGH FLOOR / RATED-WALL PENETRATIONS WITH RATED ASSEMBLIES AS REQUIRED TO MAINTAIN THE - - ~ RAIG L. IS 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 r PROVIDE ENGINEERED DRAWINGS TO MEET THE DESIGN DEPICTED IN THESE DOCUMENTS AND ALL CITY OF TIGARD BUILDING 9. DOORS OR OPENINGS LOCATED BY A WALL AT A RIGHT ANGLE ARE TO BE INSTALLED 4 INCHES FROM SAID CONDITION. THIS i i) i i CODE BUILD PROJECTS,E AND SUBMIT PROJECTTTO CITY IS MECHANICAL DESIGN BUBDITDRAWiNGQSIS FOR DESIGN CONDITION IS TYPICAL AND WILL NOT BE DIMENSIONED. �/ LIMITS OF POR D, OREGON ,� AND APPROVED BY THE OWNER'S CONSTRUCTION MANAGER AND ARCHITECT, PRIOR TO ISSUING TO THE CITY OF TIGARD FOR 10. ALL NEW AND EXISTING DOORS TO BE SOLID CORE FLUSH TO MATCH BUILDING STANDARD AND HAVE BUILDING STANDARD / ,^,��� 3008 O� PERMIT. LEVER HARDWARE WORK 1 , �� 11. UTILIZE LOW VOC PAINT SYSTEMS, INCLUDING PRIMERS AND FINISH PRODUCTS. _ �_ _ __C.C. PLUMBING WORK IS PROVIDED THROUGH A CONTRACTOR DESIGN BUILD SYSTEM. PLUMBING WORK INDICATED IN THESE ,. ,, - 1 ■ DOCUMENTS IS FOR INFORMATION ONLY. PLUMBING CONTRACTOR IS TO FIELD VERIFY ALL EXISTING CONDITIONS AND PROVIDE 12. PROVIDE SOUND INSULATION IN ALL NEW WALLS EXCEPT FOR LOW OR PARTIAL HEIGHT PARTITIONS. / `\ ENGINEERED DRAWINGS TO MEET THE DESIGN DEPICTED IN THESE DOCUMENTS AND ALL CITY OF TIGARD BUILDING CODE � REQUIREMENTS. PLUMBING CONTRACTOR IS TO MEET ALL CITY OF TIGARD SUBMITTAL REQUIREMENTS FOR DESIGN BUILD 1.\\/\\\ PROJECTS, AND SUBMIT PROJECT THROUGH THE CITY OF TIGARD PERMIT PROGRAM. MAINTAIN 100% SPRINKLER COVERAGE O ' - 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. I\/I C N A N I CA L / I \j 1 I \ / I D. ELECTRICAL WORK IS PROVIDED THROUGH A CONTRACTOR DESIGN BUILD SYSTEM. ELECTRICAL WORK INDICATED IN THESE 1. MECHANICAL AND FIRE PROTECTION SYSTEM WORK INDICATED IS FOR INFORMATION ONLY. CONTRACTORS SHALL VERIFY R �� ,i,, DOCUMENTS IS FOR INFORMATION ONLY, ELECTRICAL CONTRACTOR IS TO FIELD VERIFY ALL EXISTING CONDITIONS AND SIZES AND LOCATIONS OF ALL EQUIPMENT, BOTH EXISTING AND NEW. THESE SYSTEMS ARE SUB-CONTRACTOR DESIGN/BUILD — = ��� �v PROVIDE ENGINEERED DRAWINGS TO MEET THE DESIGN DEPICTED IN THESE DOCUMENTS AND ALL CITY OF TIGARD BUILDING T TIGARD SUBMITTAL REQUIREMENTS FOR DESIGN AND ARE TO BE SUBMITTED UNDER SEPARATE PERMIT. IT IS THE RESPONSIBILITY OF THE DESIGN/BUILD SUB-CONTRACTOR �j , CODE REQUIREMENTS. ELECTRICAL CONTRACTOR IS TO MEET ALL CITY OF G D S BUILD PROJECTS, AND SUBMIT PROJECT THROUGH THE CITY OF TIGARD PERMIT PROGRAM. ELECTRICAL DESIGN BUILD TO OBTAIN THESE PERMITS. DESIGN BUILD DRAWINGS SHALL BE SUBMITTED, REVIEWED AND APPROVED BY THE OWNER'S ( /4 DRAWINGS SHALL BE SUBMITTED, REVIEWED AND APPROVED BY THE OWNER'S CONSTRUCTION MANAGER AND ARCHITECT PRIOR CONSTRUCTION MANAGER AND ARCHITECT PRIOR TO SUBMITTING TO THE CITY OF TIGARD FOR PERMIT. r �, _ 1 TO ISSUING TO THE CITY OF TIGARD FOR PERMIT. O 2, CONTRACTOR TO PROVIDE CFM DELIVERY FOR EACH REGISTER ON THE MECHANICAL DB DRAWINGS. ` "\ E. EXIT AND EGRESS LIGHTING SYSTEM ARE TO BE INSTALLED TO MEET THE IBC AND-PRESCRIPTIVE LIGHTING PATH (IBC 2007.) ® 1-0 �` �1 EGRESS PLAN IS INDICATED IN THESE DOCUMENTS, 3. ALL MECHANICAL PLANS ARE TO BE SUBMITTED FOR APPROVAL BY THE OWNERS CONSTRUCTION MANAGER AND ARCHITECT ` ♦�♦/`� Iii PRIOR TO COMMENCEMENT OF MECHANICAL WORK. ♦ �`� � ® �� it F. MAINTAIN EXISTING BUILDING FIRE AND LIFE SAFETY SYSTEMS INCLUDING, BUT NOT LIMITED TO SPRINKLER SYSTEMS, SMOKE DETECTION SYSTEMS, SMOKE EVACUATION SYSTEMS, EXITING SYSTEMS AND EMERGENCY ANNUNCIATION SYSTEMS. 4. CONTRACTOR TO SUBMIT ALONG WITH BID, NUMBER OF EXISTING AND PROPOSED VAV BOXES AND TERMINAL UNITS . . -0 ` O/ REVISIONS CONTEMPLATED AS PART OF DESIGN BUILD CONTRACT. --®--- ii I! I A // _ 1 __ _ 1 li 3 G. ALL WORK SHALL CONFORM TO APPLICABLE BUILDING CODES AND ORDINANCES, AS MODIFIED FOR THIS BUILDING ON - -o RECORD AT THE CITY OF TIGARD. IN CASE OF CONFLICT WHERE THE METHODS OR STANDARDS OF INSTALLATION OF THE ' J Uj �'� , I T. DATE Ci MATERIALS SPECIFIED DO NOT EQUAL OR EXCEED THE REQUIREMENTS OF THE LAWS OR ORDINANCES, THE LAW OR Q Q _ Q Q Q �',i APRIL 24, 2013 L C I CAL I - U ORDINANCE SHALL GOVERN. NOTIFY ARCHITECT OF CONFLICTS. _,I I _— A a H. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY EXISTING CONDITIONS. NO ALLOWANCE WILL BE MADE FOR .._:. t 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 PROJECT NUMBER SITE. CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR THE CONSEQUENCES OF ACTING ON CONCLUSIONS DRAWN EQUIPMENT, BOTH EXISTING AND NEW. THESE SYSTEMS ARE SUB-CONTRACTOR DESIGN/BUILD AND ARE TO BE SUBMITTED I I— .. •3 FROM INFORMATION AVAILABLE AT THE TIME. UNDER SEPARATE PERMIT. IT IS THE RESPONSIBILITY OF THE DESIGN/BUILD SUB-CONTRACTOR TO OBTAIN THESE PERMITS. • I 20094618 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, O J. PROVIDE ALL LABOR, TRANSPORTATION, EQUIPMENT AND SERVICES NECESSARY TO PERFORM WORK SHOWN ON THE DRAWINGS glj I j AND DESCRIBED HEREIN. 2, ALL NEW ELECTRICAL OUTLETS TO BE MOUNTED AT +18" UNLESS NOTED OTHERWISE. _I p 3. ALL RECEPTACLES, SWITCHES AND COVERS TO BE BUILDING STANDARD AND MATCH IN COLOR. FIELD VERIFY COLOR UNLESS I R. 1 .7. E A, _— — Z OTHERWISE NOTED. �, u N i Q. PRI R TO I 4. ALL LIGHT FIXTURES TO BE COORDINATED BETWEEN ARCHITECTURAL AND ELECTRICAL DRAWINGS 0 j� ;.:,,_ ...„,.,„. ,,::: ___::_,, __,, ,,„ .„,...,, . „ :_.„,,.., :,, .:SWITCHING FOR LL L C i I 3 BEGINNING OF WORK. CONFIRM W/ ARCHITECT. „. I O 5. MODIFY EMERGENCY EGRESS LIGHTING AS NECESSARY TO MATCH PRESCRIBED PATH AND TO CONFORM WITH IBC 2003. SEE O EGRESS PLAN FOR EGRESS LIGHTING PATH. N = ARCHITECTS N . 6. CONTRACTOR TO GET FIRE LIFE SAFETY DESIGN PRICING AND DEVICE COUNT FROM SEIMENS. ELECTRICAL CONTRACTOR TO REWIEWED FOR N PLAN INCLUDE FIRE LIFE SAFETY IN IT'S BID, ” 112 NW Couch Street VICINITY NORTH CODE COMPLIANCE 0 Couc S ee 0 LEGEND ._ : , t .. s :1 ,; 300, Portland oc t t - €fir v.,. ��. , w < , . �, € ����#{�-,,, EXIT rz - �We _ , °"9 :,. Tel (503) 224.9656 0 ,e,; � ED- co Fax: 27 :E,<t:, a . 3 �� s (503} 299 6 EGRESS PATH 102 DENOTES AREAS OF MIN 3'-8' WIDE G SS www.gbdarchitects.com $$ Tw1` O - r t _ - - - '' : # i PROVIDE EGRESS ILLUMINATION ALONG EXIT PATH NOT LESS THAN FOOT J V, k ii fHIiNTIN LY AT THE WALKING SURFACE. N CANDLE MEASURED CO UOU Y _� YD Q k ; OFFICE COPY O. ' f gg , KO ESCItee DEFERRED O-T-C O d' l'�.=>;frs=�#I :�� _ Fire Sprinkler Occupancy Tyke .t' w ., Occupancy �' ' ` TIGARD �'� (y CI : y + t; Fire Alarm ,.c� y L° `�;d O. t:. . ' Load co :,. ,.> € Construction'Type L ; '' Mecl,anicat y� ���,�,,��� Tenant Approval E. O v ' .,-�, I>1 Rated Corridor Plumbing CV h 7 t l f p Lii t s Conditionally� k i$.. g1 c �. Accessibil See Letter tG: ` _r.,_. ical e ii: - ,,. Truss Engineering Code CV , . � et , Atiaped_ , , : . � C�Drawings Date F , <. SW �,' _�� �:���1 <_ �k fit.. ,..,...... ,. ..,..., Permit Number. �t3 c l� v;` Other • Q <. `®.°i ,.............:.,...., ASS �% � w,:€,:� Add �3 °� _ ! A CO By: 14AJ Date: :1 , c: T GENERAL FLOOR PLAN NOTES: . ( 9- A. NEW DOORS TO MATCH EXISTING. FIELD VERIFY DOOR DIMENSIONS AND STYLE. s nn o 14 1 S r N I 11 B. NEW DOOR HARDWARE FINISH TO MATCH EXISTING FINISH OF - - - - - - - - - -- -- _ OTHER DOORS IN SUITE. OFFICE OFFICE . _ 214 Ki KI::; 216 �'4 r.1-- iI ,pC n N N �, Shorenstein Realty Services A 2 - \ REFERENCE NOTES One SW Columbia Street,Suite 300 ® 1211 O Portland, Oregon 97258 • _ OFFICE � �� n PROVIDE NEW BUILDING STANDARD CARPET AND PAINT 212 THROUGHOUT. 1O'-83" ao,` PROVIDE BUILDING STANDARD PLASTIC LAMINATE RECEPTION DES< FINISH SCHEDULE WITH A 42" HIGH GRANITE TRANSACTION TOP AND ONE Lincoln Center-Two Lincoln rl �5:.�,Tlt.rr�J�� � B . 0 = BOX—BOX—FILE. PLASTIC +44 +� + D B tt Bo FILE. 10220 SW Greenburg Road ROOM # NAME FLO R BASE N E S Y CEILING. LAMINATE REMARKS• K") 202 RECEP I aq L- Rf P P. P• A,<1 1 '11/SC ® BF = PROVIDE NEW OR RELOCATED BUILDING STANDARD DOOR AND Tigard, Oregon 97224 204 C.;\1=ERE.IC:E CPT Ri' P' P' P. AC-1 - a:16 e11<;EA<. - L- Ii 3 F. f= 1= AC 1 - ► OPEN FRAME. 24,23 '_.'I-'EN ti -1-1...t r_.I'1 I F t� l= ' A� _:. I WORK Ex OFFICE (4-) 2ILI ti�/L��f'< t:l'I H� H f' f' � ��(: I /d4 O 210 +40 .208 PROVIDE NEW OR RELOCATED BUILDING STANDARD RECITE. SWIPE NOW 212 tsf"f"It�E CFI E�=1 t' f} t' 1 1'�.(. I '0D (1) 711 t3FFICF t:PT rep I"- I'- P- "" AC-1 N = PROVIDE BUILDING STANDARD VCT IN THIS ROOM ONLY. 2ND FLOOR, SUITE 200 21e1 t:FFICF t:PT P.. r- P. F,- '- At:-1 BF 0 \ T VERIFY EXISTING OUTLET IS ON A DEDICATED . CIRCUIT. FINISH LEGEND 1 / �� R()'40i1) CODE PRODUCT DESCRIPTION REMARKS ! �■ RAIL L. tAVIS . ,--) RECEPTION ,.E H f 1_I'.BE EASE S IK t_;H 1 IN CA1 FE ED , NEAS, COVED �'' I lir N ,F' I IFr`T Fl;)C '?�.;F;�t 4'44%* 202 FS w O S B+54 ' c—,7 Jc-:�lr:ln:-.r-1: CPT-' CARI'_T 4+� m PO i OREGON 3008 `}I�t`a�vv COO lc�:-. %'^�`. CONFERENCE BREAK �� ' lefra Ed #:11A1)31 +601 O 204 206 c:.-,10,: coc.oboin #3776::) . , '1 r3C,ri"c-ir�lir Moor".‘ GrrS.lrRrl '. rAII PAINT ' ` ,!�'' _ OF 0 Alb +44 +44 +44�60 otm Cloy Beige Ov (1:1) - 0 --- )7 It:1 ACCFNT 'ANT I(]C.ATlt:N Fm � :_ L=r1 (701.:-.)-: .1{sne,11,i1.59 �I I .. FS ales r I o r1 f1 Tart '.i Sl e.wir Will-r•ir•'i5 Ai=CENI -'AN I LOf_:AII .N IL3L7 Colo': 5 M:1::r , I trarY I'r•w- ;r ACT TO MATC-I EXISTNG a,r_:OUSTIt=AL CEILING TILE REPLACE STAINED OR C)AMACED TLE.S _I- IH•L LA,Mr1AIE 1.4.1C1O_1-2.2!:2tlr'G IENANI IC SEL=.=.I FI:•r .M.SA.M. LES 1 PARTIAL SECOND FLOOR PLAN `:,(• BD S-ONF t:t:lJNT=F:T:::} (;r A\1 TF TFI\ANT TO S-=1 F.:::- =I?()'1 SA.rtir'IrS 1/8" = 1 '-0" WHEN PRINTED ON 22 x 34 PAPER 'L1 k''rlsonarl HD PLASTIC: LA.MNATE CQIo.: 181.5K-3.i Lrepf<]r :\( c:tu V ___ ' i- rn REVISIONS O) 1 ii H in w ii .7_], DOOR DATE o OO SCHEDULE Comments f lz 71E ��I�1 APRIL 24, 2013 9 Hdwr. No. of Head/Jamb ��- v ' /; v,\ Number Group Leafs Detail I ,I .., \ i/ 212-1 1 1 2/A-4 v nsi on ,1 \ PROJECT NUMBER .- 214-1 1 1 2/A-4 �i 2 216-1 1 1 2/A-4 � - r, ® ��'� 1 n \ ,I .1 o II N I 3 {791ts I i1■1 Z HARDWARE GROUPS II 1 _ ___ V B ,-. �� 1 11 CD It , , , _._ Q GROUP 1: + +1 O B jj P -3 LATCH SET +44 D II LEGEND v) HINGES �_ p _-�� _ SILENCERS _ I WALL STOP ► OFFICE g ROOM NAME 0 ARCHITECTURAL PLAN +40 I, 5 —ROOM NUMBER REFERENCE NOTE ARCHITECTS i I I ,D 11 �� I II = ©— ELEVATION REFERENCE REVISION NUMBER --� - T �i . CPT 1 II _ _ , FLOORING TRANSITION Q 11 C " © DETAIL REFERENCE - w II A901 SHEET REFERENCE CHANGE O R 9 7 2 0 9 p - ` L -e- Tel: (503) 224.9656 4 "' .' dN DUPLEX Fax: (503) 299.6273 0o EXISTING PARTITION OR DENOTES NEW www•gbdarchitects.com ‘,/ �,OO - OT ,a, BA OBJECT TO BE REMOVED off;.• FS Fs +54 N QUAD POWER v �,.. ' EXISTING PARTITION TO REMAIN N VOICE/DATA — +so v /D ROUGH IN (NI 1 NEW BUILDING STANDARD A-2 ,o Q ' \ 1 = PARTITION i N \ ,i. , SWITCH Q• � � � +44 41-4 +441- b � �\ BUILDING STANDARD RELITE s,. FLOOR MONUMENT OUTLET■ CZ. o w EXISTING DOOR AND FRAME BF FURNITURE OUTLET (BASE Tenant Approval co iii N TO REMAIN FEED) pp N 0 L Q Date . U < 2 PARTIAL SECOND FLOOR PLAN DEMOLITION 1/8" = 1 '-0" WHEN PRINTED ON 22 x 34 PAPER . •L'" , ' 8- . * GENERAL CEILING PLAN NOTES: ..„ , _,___ , t , - -----�_ ",� ,� A. INSTALL SUSPENDED ACOUSTICAL TILE CEILINGS TO MATCH �� � � � � ; I I I EXISTING AFF U� \IOTED- I t---i----I---I___[---� � � I ( ) LESS OTHERWISE I I I I 40J1-4bilL4P4*M' 1 B. FOR SEISMIC BRACING OF SUSPENDED CEILING AND INTERSTITIAL 1 ' \, , EQUIPMENT SEE DETAIL ON SHEET A-4. ° fFi ° al: }___1 °_[___+ ■/ _ _ C. CENTER ALL RELOCATED DOW\ LIGHTS, FIRE SPRINKLER HEADS, ' SMOKE DETECTORS AND ALL OTHER CEILING PENETRATIO\S IN Shorenstein Realty Services IiJI }1 t ).' -- L ; D. REPLACE DAMAGED A\D SOILED CEILING TILES WHERE AFFECTED Portland, Oregon 97258 11+---,----� BY CONSTRUCTION TO MATCH EXISTING. ® ° I ° ; ° T ��'"mot' ; A E. FURNITURE SHOWN FOR N.I.C. A\1D SHOWN FOR REFERENCE ONLY.11° I � I ; _ I I i I I I i I I r , r,. r ▪ r 1.,, ,, Lincoln Center- Two Lincoln I T I I I I I � I I▪ i 7 r rt-H_ _I 1 r I I 1 i I „` '° I I 1 I I ``�1 J i° o ,I_' 1 Y< ' ° , >r<1 10220 SW Greenburg Road Tt gard, Oregon 97224 I I I I - I I I I - I ' I I I I I ° I I ,' I 1 I L I - • I I 1 ` . ►■_ c� ``lm I � � 1 _ REFERENCE NOTES SWIPE NOW , 0 ' Nr, , 41 I i i I i ; _,1► i +I AI I i Al r aj I I , I 1 I O PROVIDE BUILD \G STANDARD WALL WASHER LIGHT FIXTURE. 2ND FLOOR,R, SUITE 200 o 1-0 , kr 01 I I 1 I I I c.\%01) LLIRei,, 11 \ 1 ,LA -A. , ktIt2,!&- Iii:L.,, , /r4484;11 ' ° / 1 i i 1 A IC "-FT 4 .if -4 d.7.4 /.- AIG Lr AlkINI.k.‘ MT I I I I I I j � A I \ (4 Jw= PO A D, O1 i ° [. I- ►I I I 1 I 01 3008 ' I A I I !, - OF 00� Q► I I ' I i 1 i I i , , - . o ; Iolo � I I I I ! I L i I I I I 1 I I 1 �, i i T , r r r 7 i T J t 1 i 1 , jI T -I T---- T 1 --7 ----T ---1 --- 1 T 1 ” T T T T ii' - J----L---1 L---1---'-----1'--- -- ---- --- ----T---- J1J� I I I I I I I I I I I I I I,11 1 I I I 1 1 I I I I I 1 I �I 1 PARTIAL SECOND FLOOR REFLECTED CEILING PLAN 1/8" = V-0" WHEN PRINTED ON 22 x 34 PAPER REVISIONS 0) 3 D. DATE U APRIL 24, 2013 0 U ., PROJECT NUMBER 0 c •3 20094618 P_ 0 0 LEGEND 0 z Q ACOUSTIC CEILING GRID •3 i >< EXISTING 2X4 CEILING LIGHT o FIXTURE TO REMAIN = -� `m _ 0 N ARCHITECTS NEW OR RELOCATED 2X4 CEILING N i°1 LIGHT FIXTURE N o ,. ...... 2X4 LIGHT FIXTURE TO BE 1120 NW Couch Street J REMOVED OR RELOCATED Suite 300, Portland Q OR 97209 EXISTING 2X2 CEILING HVAC Tel: (503) 224.9656 O X DIFFUSER TO REMAIN Fax: (503) 299.6273 co www.gbdarchitects.com r- 0 EXISTING RECESSED CEILING LIGHT FIXTURE TO REMAIN 0 o EXISTING SPRINKLER HEAD LOCATION N EXIT SIGN A-3 N EXIT SIGN TO BE REMOVED OR co a, Li? RELOCATED o -a- oN C) So SMO<E DETECTOR i w O SPEAKER Tenant Approval N Q �- Date U• < 1'-0" / 2'-0" f PLASTIC LAMINATE COUNTERTOP ' ,..', •''•111/ ACOUS. INSULATION 4 -0 EACH SIDE OF :: :, , miiiimmmmJI'LiiLiii�iiimiiimm INSULATED PARTITIONS. Ni 1 Wi SUSPENDED ACOUSTIC CEILING SYSTEM �, GI I .�I,i METAL J BEAD �� ��I1 CONT. 4 x 2" WIDE NEOPRENE GASKET �� HEAD TRACK 7'-7" a DO NOT SCREW GYP. BD. TO RUNNER CHANNEL. / „ / 33" PREPAINT EXPOSED LEGS FLAT BLACK 3 -� / _ STEEL ANGLE SUPPORTS @ 36" / 4 / �„ �„ O.C. ATTACH TO TUBE STEEL $ PE X GYPSUM BOARD ON 2 METAL :, i, WALL SUPPORT �� STUDS @ 24" O.C. Shorenstein Realty Services � ACOUSTICAL INSULATION. One SW Columbia Street,Suite 300 TUBE STEEL WALL SUPPORT `° N �� RUBBER BASE (SEE FINISH SCHEDULE) Portland, Oregon 97258 _-■ PARTIAL HEIGHT GYPSUM WALL ■ CONTINUOUS ACOUSTIC SEALANT UNDER BOTTOM WALL BASE :�0j TRACK AND BOTTOM OF GYP. BD. AT INSULATED PARTITION ONLY. A "CARPET (SEE FINISH SCHEDULE) ,, a_- -----EXISTING CONCRETE SLAB FLOOR Lincoln Center- Two Lincoln 1 9 ELEVATIONS - RECEPTION DESK 5 RECEPTION DESK q TRANSACTION 1 TYP INTERIOR P ARTITION 10220 SW Greenburg Road 1/4" = 1 '-0" 1 " = 1 '-0" 1--1/2" = 1 '-0" Tigard, Oregon 97224 NOW WHERE GYP. BOARD SWIPE PLASTIC LAMINATE COUNTERTOP I: '14 WALL OCCURS 2ND FLOOR, SUITE 200 f 2.-6" / ts DOUBLE STUD AT JAMB, TYP. . - - ��1) A P r WIRE PULLS % ��,� BUILDING STANDARD HOLLOW MTL rl� �, �� KNOCKDOWN FRAME RAIG L. ►, IS - PLASTIC LAMINATE DRAWER FRONTS o • PO ND, OREGON - o ° • -(1) 3008 MELAMINE INTERIOR 1 �v , , FILE DRAWER \ {'� . _ OF ��' , , BASE I - BUILDING STANDARD HOLLOW MTL KNOCKDOWN FRAME 1 J3. 10 ELEVATIONS - RECEPTION DESK 6 RECEPTION DESK 2 TYP INTERIOR DOOR/RELITE 1/4" - 1 '-0„ 1 " - 1 '-0" 1 -1/2" - 1 '-0" NOTE: REINFORCE LOW PARTITION WALL WITH . 2" X 2" TUBE STEEL WELDED TO PL 3/8" • BASE PLATE AND ATTACHED TO CONC. EXISTING STRUC. DECK DECK WITH 3/8" X 2" z ABOVE. EXPANSION ANCHORS o / REVISIONS 0) ,-= le-- (2) #10 SHT MTL SCREWS, - OR 3/16" SHOT ANCHORS W/ 1 1/8" EMBEDMENT DATE ALTERNATE 45 DEG METAL APRIL 24, 2013 / 1 -6 i__ ___-/ '\ STUDS, 8,-O„ O.C. a cp U © 6 = \\\ �\� (2) #10 SHEET METAL `� A4 A4 oi3OFcT , SCREWS PROJECT NUMBER 0 i •3 q�� F� NoF - e �� 2®09461 L ii N I ■ CEILING LEVEL a _' c PAINT (TRACK STUD) O II REVEAL BLACK 3 - �� 8,, j USE "PARTITION CLIP" OVER G B 0 GRID T-BAR FOR TRACK Z STUD ATTACHMENT '-----717:---- j I 11 ELEVATIONS RECEPTION DESK 7 PARTIAL HEIGHT WALL R F EIN 3 WALL BRACING DETAIL D 1 1/4" - V-0" NTS N.T.S. or ARCHITECTS N MFG.: USG t MODEL: DONN• DX CV DUTY:: MAIN TEE - HEAVY DUTY 0 CONNECTION DEVICES TO BE CROSS TEE - HEAVY DUTY . OF AN APPROVED TYPE AND MAX. DESIGN FIXTURE WEIGHT 75 LBS. 1120 NW Couch Street I HAVE 100# CAPABILITY ACTUAL MAX. FIXTURE WEIGHT: SEPERATELY SUPPORTED Suite 300, Portland CONNECTOR AT TOP OF WIRE: 3/16" SHOT ANCHOR W/ 1 1/8" EMBEDMENT Q R 9 7 2 0 9 SEISMIC STRUT: 3/4" CONDUIT W/ POSITIVE CONNECTION TO GRID ce 0 VERTICAL STRUT AT BUILDING STRUCTURE Tel: (503) 224.9656 12'-0" O.C. EACH WAY COUNTERSLOPE HANGERS Fax: (503) 299.6273 GER S IF I op Millk THAN 1:6 OUT OF PLUMB www.gbdarchitects.com LATERAL BRACING � �� ' SECURE ALL HANGERS TO O ' ADDITIONAL HANGERS ALL BUILDING STRUCTURE U MEMBERS WITHIN 8" OF TRAPEZE DUCTWORK AND C PERIMETER OTHER LARGE OBSTRUCTIONS. N POP RIVET RUNNER TO 8" r lir ' _ :7- CROSS RUNNERS FIT .o E WALL ANGLE AT 2 ADJACENT BETWEEN MAIN RUNNERS A.4 d• Q WALLS, FASTEN CLOSURE MAIN RUNNERS AT ANGLE W/ #6 SCREWS 8" 4'-0" O.C. 4'-O" O.C. 4'-0" O.C. SUPPORT DIRECTLY TO WALL FRAMING v' 5'-0 O.C. 5'-0" O.C.O d' WITH #12 WIRE AT O , OR PROVIDE STRUT >> 6 -0 MAX 12 -0 O.C. EACH WAY 41-0" O.C. OR WITH % �'? STABILIZER BAR BETWEEN » i „ o- O ALL MEMBERS AT PERIMETER LATERAL BRACING AT 12 -0 O.C. EACH WAY. MAIN #10 WIRE AT 5 -0 Tenant Approval • • tV RUNNER TO STRUCTURE. BEGIN BRACING WITHIN 6'0" O.C. pp _� LL. OF PERIMETER AND 2'-O" FROM CROSS MEMBER. N Q a LATERAL Date U 8 R BRACING FOR SUSPENDED CEILINGS N.T.S.