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DEMOLITION 44,,• :1.: I .t _�t. DRAWING INDEX . • .-, ,_ ,,, ..„,r ft • 1. EXISTING STRUCTURE TO BE LEFT UNDISTURBED AND INTACT. PERFORM NO DEMOLITION THAT MAY COMPROMISE THE _ ` '/ F E4. °�;`0 A-1 CODE SHEET & GENERAL INFORMATION STRUCTURAL INTEGRITY OF THE BUILDING WITHOUT WRITTEN APPROVAL OF THE ARCHITECT / ENGINEER. ����'g���� ����t8���� � TENAN IMP CV M N\ FO R /l o v A-2 FLOOR PLAN / SCHEDULES 2. EXTREME CARE SHALL BE TAKEN BY THE CONTRACTOR TO PROTECT ALL EXISTING AREAS TO REMAIN FROM DAMAGES THAT µ`� A-3 REFLECTED CEILING PLAN MIGHT OCCUR DURING DEMOLITION- THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR ALL AREAS THAT HAVE BEEN ` A-4 INTERIOR DETAILS DAMAGED DUE TO INADEQUATE PROTECTION. KELLY V I C S 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. Shorenstein Realty Services CONU CT I\N One SW Columbia Street,Suite 300 Portland, Oregon 97258 CODE 2010 OREGON STRUCTURAL SPECIALTY & ZONING MUE-1 CONTAC-rs 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 220: 2,923 USF CONSTRUCTION TYPE: 2-B 5335 Meadows Road 20915 SW 105th Ave 1120 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 NEW Fax: 503/692.9008 g g OCCUPANT LOAD OCCUPANT LOAD FACTOR: 100 EGRESS NUMBER OF REQUIRED EXITS: 2 Phone: 503/619-3200 Contact: Donn Sturdivant Phone: 503/224-9656 OCCUPANT LOAD 29 4. MAINTAIN 100% ALARM COVERAGE. Fax: 503/619-3210 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 KELLY SERVICES ' PREPARED READY FOR THE NEW FINISH SPECIFIED. Cell Phone: 503/519-9506 Cell Phone: 503/758-9053 THE FOLLOWING GENERAL NOTES APPLY TO EACH DRAWING IN THIS PACKAGE. THEY DO NOT REAPPEAR R 0 THE INDIVIDUAL SHEETS. 6. PROVIDE EXIT SIGNS AND EMERGENCY LIGHTING SYSTEM IN CONFORMANCE WITH CITY OF TIGARD REQUIREMENTS. Email: aoneil@shorenstein.com Email: whit®gbdarchitects.com 2ND FLOOR, SUITE 220 GENERAL. NOTES 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 THE RESPONSIBILITY OF THE RESPECTIVE CONTRACTOR/VENDOR TO MEET CITY OF TIGARD BUILDING CODE. ESS LAN NUMBER WILL BE ISSUED FOR THE PROJECT. ALL OTHER DESIGN BUILD PERMITS ARE TO BE TAKEN OUT AS SEPARATE A Rek PERMITS UNDER THE MASTER PROJECT NUMBER. 8. SEAL ALL THROUGH FLOOR / RATED-WALL PENETRATIONS WITH RATED ASSEMBLIES AS REQUIRED TO MAINTAIN THE 401)INTEGRITY OF FLOOR WALL ASSEMBLY. / ~ RAIG L. S B. MECir: sL AICA WORK IS PROVIDED THROUGH A CONTRACTOR DESIGN BUILD SYSTEM. MECHANICAL WORK INDICATED IN THESE ,� 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 C) 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 BUILD PROJECTS, AND SUBMIT PROJECT TO CITY OF TIGARD. MECHANICAL DESIGN BUILD DRAWINGS SHALL BE SUBMITTED, �® : POR 0, OREGON LEVER HARDWARE � 3008 AND APPROVED BY THE OWNER'S CONSTRUCTION MANAGER AND ARCHITECT, PRIOR TO ISSUING TO THE CITY OF TIGARD FOR r.. _,.__m,L,PERMIT. 11. UTILIZE ZERO VOC PAINT SYSTEMS, INCLUDING PRIMERS AND FINISH PRODUCTS. L . e �� C• 12. PROVIDE SOUND INSULATION IN ALL NEW WALLS EXCEPT FOR LOW OR PARTIAL HEIGHT PARTITIONS. J _ z -\ PLUMBING WORK IS PROVIDED THROUGH A CONTRACTOR DESIGN BUILD SYSTEM. PLUMBING WORK INDICATED IN THESE - - • 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. r REQUIREMENTS. PLUMBING CONTRACTOR IS TO MEET ALL CITY OF TIGARD SUBMITTAL REQUIREMENTS FOR DESIGN BUILD -1 ME PROJECTS, AND SUBMIT PROJECT THROUGH THE CITY OF TIGARD PERMIT PROGRAM. MAINTAIN 100% SPRINKLER COVERAGE )P ' I 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) M CYAN ICAL .N111�,,�, „111,, 1_ D. ELECTRICAL WORK IS PROVIDED THROUGH A CONTRACTOR DESIGN BUILD SYSTEM. ELECTRICAL WORK INDICATED IN THESE i _I a h ci �Pmuml I DOCUMENTS IS FOR INFORMATION ONLY. ELECTRICAL CONTRACTOR IS TO FIELD VERIFY ALL EXISTING CONDITIONS AND �. a - 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 i a 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 o�,.- IX j - i 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 -- o o �� C�� -- DRAWINGS SHALL BE SUBMITTED, REVIEWED AND APPROVED BY THE OWNER'S CONSTRUCTION MANAGER AND ARCHITECT PRIOR ill al TO ISSUING TO THE CITY OF TIGARD FOR PERMIT. TO OBTAIN THESE PERMITS. 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. NII 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. T I. 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_ F. MAINTAIN EXISTING BUILDING FIRE AND LIFE SAFETY SYSTEMS INCLUDING, BUT NOT LIMITED TO SPRINKLER SYSTEMS, SMOKE PRIOR TO COMMENCEMENT OF MECHANICAL WORK. II 0 DETECTION SYSTEMS, SMOKE EVACUATION SYSTEMS, EXITING SYSTEMS AND EMERGENCY ANNUNCIATION SYSTEMS. II 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 - 0 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 U MATERIALS SPECIFIED DO NOT EQUAL OR EXCEED THE REQUIREMENTS OF THE LAWS OR ORDINANCES, THE LAW OR - , I. APRIL 17, 2012 a ORDINANCE SHALL GOVERN. NOTIFY ARCHITECT OF CONFLICTS. L C I CA L ; H. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY EXISTING CONDITIONS. NO ALLOWANCE WILL BE MADE FOR 1 g 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 1 •3 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 ` X X FROM INFORMATION AVAILABLE AT THE TIME. UNDER SEPARATE PERMIT. IT IS THE RESPONSIBILITY OF THE DESIGN/BUILD SUB-CONTRACTOR TO OBTAIN THESE PERMITS. X • 20094550 0 DESIGN BUILD DRAWINGS SHALL BE SUBMITTED, REVIEWED AND APPROVED BY THE OWNERS CONSTRUCTION MANAGER AND ► oN. I. NOTIFY THE ARCHITECT IN WRITING, OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH WORK. �O 11111, o ARCHITECT PRIOR TO SUBMITTING TO THE CITY OF TIGARD FOR PERMIT. ►�►, 1�i11 j 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. . ,® - U 7 : If U = ITm_�I • r� i 1 .- 3 ALL R RECEPTACLES,ED- SWITCHES AND COVERS TO BE BUILDING STANDARD AND MATCH IN COLOR. FIELD VERIFY COLOR UNLESS fili W up 1I�I�.I I r.r 1 Ii 4. SWITCHING FOR ALBETWEEN ARCHITECTURAL AND ELECTRICAL DRAWINGS PRIOR TO BEGINNING OF WORK. CONFIRM W/ ARCHITECT. A-i 1 ED- 5. MODIFY EMERGENCY EGRESS LIGHTING AS NECESSARY TO MATCH PRESCRIBED PATH AND TO CONFORM WITH IBC 2003. SEE - = � �° �°°°�=ter N EGRESS PLAN FOR EGRESS LIGHTING PATH. I I �- �- - - 1 u - - - ---- -_!--- -. - • �,-_• -1'1 _ _ __ _ j ARCHITECTS N 6. CONTRACTOR TO GET FIRE LIFE SAFETY DESIGN PRICING AND DEVICE COUNT FROM SEIMENS. ELECTRICAL CONTRACTOR TO INCLUDE FIRE LIFE SAFETY IN IT'S BID. VICINITY PLAN No TH LEGEND LIMITS OF --/ W 1120 NW Couch Street ORK 1 SIN L st St !r_:, 1,=,,!€l. EXIT Suite 300, Portland w n? ,to��> i . ,,,,..A, :. Ak w � aA }= Dare Rd 4)°b. < DENOTES AREA OF MIN 3 8 WIDE EGRESS PATH VW Tel (503) 224.9656 _ .�.E . , ;: :? Fax (503) 299 6273 g.f "` (5 3) f f..f ',< (i<< ,ors ° `> � PROVIDE EGRESS ILLUMINATION ALONG EXIT PATH NOT LESS THAN FOOT g darchitects.com I f � wwW. > CANDLE MEASURED CONTINUOULY AT THE WALKING SURFACE. Fire Sprinkler' z S y g; q E W},ii€g it;g Mechanical J r r:{.:9, , :r: Plumbing 1 Elecfrica t v s�'1.:ta.k, �cttpttcy� . A. 1 f-(') ��.! ,h E,1..,` Truss FngirfeerIng co F ..:,, Occupancy Shop Drawings►. , , �` Other N I.irr{-,.,1:€ ,,„F, € construction< 8 „< o r .t Rated,:zr ''''',.,,41:'''',::'';N'':--, ed Garrido L,;, .f�. <EEr3 t� co cNi .,s.E ;i r- � �V .� � Energy Cady �� �: -� � /� € ,§< < C+BSSfIJf ft r 71',0: N ,,.'y' : L y J Tenant Approval tow f, q l r XI Li ,. Approved f `' 1 : Conditionally , >r• : ,z t: .n>, k. �/\) ��.� '<>:::::>.. .;.;. � �;�, €.,f= .. ...... .. .._..... ,.. .. ... .. ....:,:}:..... Date i�i� "2. '.n::.•:.:. :p Ltf >.r 'wI 4 0?,, K - .. - L < �j U :.,?.,,,:,,,,,,,;!,10,,,,,:,,,,, REVIEWED FOR pen-nit L t. . - -- or,� -- > r < , 1 Elf`- '�w� /�� �{-- CAL.dd ress: `3c.x, S-4�,d l 6i?. e)iit,e 0 D OFFICE OPY • • GENERAL BUILDING NOTES: 1 A. NEW DOORS TO MATCH EXISTING. FIELD VERIFY DOOR DIMENSIONS AND STYLE. B. NEW DOOR HARDWARE FINISH TO MATCH EXISTING FINISH OF OTHER DOORS IN SUITE. C. OUTLET ROUGH-IN DIMENSIONS ARE SHOWN DASHED. Shorenstein Realty Services I One SW Columbia Street,Suite 300 . * c ' REFERENCE NOTES Ptland, Ogon 9729 , 1® 1 12 13 14 0 VERIFY SERVER ROOM EXHAUST FAN IS OPERATIONAL. VERFIY .. I --____ _ Oc: .\ LOUVER IN DOOR IS 50 SQUARE INCHES OF FREE AREA PER ---Th --,___, --1*-----71m7:1F B +44 TENANT'S REQUIREMENTS. ' FINISH SCHEDULE l } + o D +44 UP Lincoln Center- One Lincoln ELE ATiON � D©: m 02 PROVIDE BUILDING STANDARD 1 HOUR-RATED DEMISING WALL 10300 SW Greenburg Road PLASTIC m+ 4 I m, �D T JUl'DN. (EXTENTS SHOWN DASHED). ROOM # NAME FLOOR BASE N E S W CEILING LAMINATE REMARKS KS 8 ti) ilia m Tigard, Oregon 97224 ��4,' Rrt rF'TIc NJ CPT RR R1 F'1 F'1 F'1 ACT] - ,;■ i1 ° a Bg ® PROVIDE BUILDING STANDARD VISION PANEL IN DOOR. 2o4 r 1 N I A,rI - : i• .' I 1 \�` m m+84 +�4 1: 1F3--- O;I. FhlG CE CPT R8 P1 P1 P1 P1 ACT1 218 OFFICE CPT RB P1 P1 P1 P1 ACT1 - +r4 +44 KELLY SERVICES 217 SEVER VCT RB PI PI P1 P1 ACT1 - m s S g QI m _ B Og B 2ND FLOOR SUITE 220 ?17 IA AK cT RR P1 P1 P1 P1 ACT1 - +84 214 OF'EI�I Cif-FIct CFI RIB P I N I P I N I AC"�I 1 - —_-- B c_ © •216 OFFICE CPT RB P1 P1 Pl P1 ACT1 t�8�I�' - 111 1 / 84 +84 % 213 OFFICE CPT RB P1 P1 P1 P1 ACT1 - I \∎ 1111 �/ II / I 220 OFFICE CPT RB P 1 P1 N P 1 ACT1 - �� 1�" �� �� l T� 227 orrior CF'T RB P1 F'1 P1 F'1 ACT1 - +84m ___11-m+84 ��jjUJ l b. W 1 / Ap� ~' vls C 1"� �� � Alc L. m z m m mm��+bo c FINISH LEGEND tr) PO Q, OREGON co:F PRODUCT DESCRIPTION REMARKS { *s_, � mm .a- ui. QQ _ m!' BB m_ m BB -- ` ____ _ —BB-- - =_ _ 3008 Q r � r � r -. 5 n � - �i" RE Arm,;trong FJE EP 3ASE „BRA,.BHT IPJ CARPETED AREA._, CC),'EC} OF O yy Height: 4' IN RESILIENT FJDOR AREAS Color: #C06 Olivine I CP- De,i G rrweave CAR JET 12' WIDE BROADLOOM f() ' ft ;i' c...1 .r. �,SP(?., � Kelly Services C,reen 1 PARTIAL 2ND FLOOR DEMOLITION PLAN PI Sherwin Williom r s •.EtJ-�A,L ,NALL PAIN zI\ Color: S'dV11. 4 1/8" = 1 '-0" WHEN PRINTED ON 22 x 34 PAPER Ini1 art Ivory .ACT1 TO MATCH EXI STNC.," Ar.�CLI T1C.AL CEILIr4O TLE RE'LACE STAINED OR DAMAGED TILES 'v'CT Air'Oruri.j IrrrpeIiUI VINYL CCMFOSITE TILE Color #51872 Tear Gorden C reen _ ' 1O C1-- 12 j- _3 14 _ _ * I �► _ REVISIONS —— i I +44 +44 - , DOOR SCHEDULE , ` '"'g 0 Comments _, T + t +44 �P N N DATE ° Hdwr. No. of Head/Jamb D D OF' OFFICE _ s U MEETING G m 1 ! IDN. N 216 N N 218 APRIL 17, 2012 Number Group Leafs Detail RECEPTION m+84 m -D BREAK T e m (� - 202 212 mo m �o' 2r�• 1i,_ . 206-1 1 1 2/A-4 D-0- N m 'I' SERVER m r � 9 F 773 a) 208-1 1 1 2/A-4 - -b_ 'i' 10 m+84 +L4 PROJECT NUMBER �N I 3 214-1 2 1 2/A-4 ;6 cFn +F 4 +44 (1, ....b- - m ' - 2009 550 '' 216-1 1 1 2/A-4 S W S g g g (fB 0 218-1 1 1 2/A-4 L r. 220-1 1 1 2/A-4 0 ------------------------- ------- ---- - 222-1 1 1 2/A-4 r ,r r ,r 3 3 I' . 'E U �� O O ii r ; r r r'I --- - - II OPEN I , o car 0 (0 T T 1 1 OFFICE N N N N c°v °.i I I 214 I N ut-2r3' 1 V-* _ II � �= -ds CO ' II L J L JL J L N OFFICE OFFICE " r 'r r I sz HARDWARE GROUPS m OFFICE m m OFFICE m ll I I N 220 N-O 222 '' 1 206 2118 .1 I N� 0 N CV GROUP 1: GROUP 2: �• � �N N LATCH SET LOCK SET: m m N' ,� N`al I I =. N ARCHITECTS u_ HINGES HINGES mm .... - .. m L-- - LEGEND N SILENCERS SILENCERS WALL STOP WALL STOP U CLOSER 1120 NW Couch Street OFFICE ----ROOM NAME 0 ARCHITECTURAL PLAN Suite 300, Portland I 510A ROOM NUMBER REFERENCE NOTE W 2 PARTIAL 2ND FLOOR TENANT IMPROVEMENT 'FLAN ^ o R 9 7 2 0 9 Z VI - ELEVATION REFERENCE / \ REVISION NUMBER Tel: (503) 224.9656 0 1/8- = 1 -0 WHEN PRINTED ON 22 x 34 PAPER A801 SHEET REFERENCE Fax: (503) 299.6273 o CPT-1� FLOORING TRANSITION www.gbdarchitects.com � A© -DETAIL REFERENCE CHANGE o SHEET REFERENCE U C � DUPLEX EXISTING PARTITION OR �-DENOTES NEW ' E OBJECT TO BE REMOVED _2 % EXISTING PARTITION TO QUAD POWER 0 o REMAIN o , oN VOICE/DATA ROUGH—IN "' num= NEW BUILDING STANDARD Ili ° PARTITION SWITCH Tenant Approval W BUILDING STANDARD RELITE •. FLOOR MONUMENT OUTLET 0 Q I- ■ Date U Q if EXISTING DOOR AND FRAME BF FURNITURE OUTLET (BASE TO REMAIN FEED) . GENERAL BUILDING NOTES: 1 I A. INSTALL SUSPENDED ACOUSTICAL TILE CEILINGS TO MATCH (EXISTING) AFF UNLESS NOTED OTHERWISE. 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, SMOKE DETECTORS AND ALL OTHER CEILING PENETRATIONS IN CENTER OF 2X2 TILE UNLESS NOTED OTHERWISE. Shorenstein Realty Services D. REPLACE DAMAGED AND SOILED CEILING TILES WHERE AFFECTED One SW Columbia Street,Suite 300 BY CONSTRUCTION TO MATCH EXISTING. Portland, Oregon 97258 E. FURNITURE SHOWN FOR N.I.C. AND SHOWN FOR REFERENCE ONLY. 9 10 ' 11 12 '1' 14- �-- L' ICIOL' I inconener- ne incon �� �� �, REFERENCE NOTES --- I 1 I I I rill ; ;1 I I I I I I I I I 1 I 1 I 1 300 SW Green burg Road ' I I I I I 1 I I 1 1 1 I I I I I 1 I I I I I I 1 I I I I I I 1 I I I I I I I I I I 1 1 I / ' 1 LY- , - 1 =T "--Y - �- �, 0 EXTEND SOFFIT AS NECESSARY TO CLOSE CEILING AT AREA OF Ti ard, Ore on 97224 -- 1 I I ;' I I I I I / I 1 1 1 - 1 '1--r-r- 1 1 1 1 /y /y 1 I I 1 I I I / ( I I I I I I I I I I 1 I ( ,I I I I I I I I i I I I I I I I I I I I I Tigard, 7 L___1__ ___ L J L 1 I L 1 1 J L J L_ ____ J____L__ J____L_ I1�_ _J____L___J - L 1 L 1 1 J L J L 1 OFFICE WALL DEMOLITION. 1 �, 1 1 1 I I I I I I----I---, -----'„ I.J�P ' - I I - I - -- I I I I I I 1 I I I I I 1 I I I I I -- IIii7 [ i I a ==1 1- 1 [ "ii1'! !III � -t - - 1 I Ii 1 I I I 1 I 1 I I ', I 1 t 1 I1 1 1 1 1 1 1 1-1 1 1 1 1 1 1 IIhJ DN. '__1_ LL J L L 1 1 J L J___ _ 1___J____L___JL1L___1___ ____1JL___JL___1____ I i 1 I I I I I I I I I I I I,1/' ___T-JLLi I I I I I I 1 I I !j Alin-- 1 -- K E LLY SERVICES I I I I I I 1 I 1 I I I !'■ I I " I I-, 1-0 I I I I I I I I I I 1 „----'--- ---- '7 r 7 r T- 7 - r r _ r - I r 7 r r r 7 r I r _ ' 4/\ ' ' ' Ilt� i i ul__�\ 2ND FLOOR SUITE 220 I I I I I l i t 1 \ I I I I 1 I I I IX I I I bd --- --- ---- ter'- m i i 1 i ' i FS i !i 1 r---�----�---r---�----r r---r-�---�---- ----r---T---- - ---�----r =:�----r--- ---� r--- ---- - r � r T T ---��-Y�---�---- r -r 1 = ® I I I I I I I I I 1 r I I I ` + I I I FS 1 I III I I I f I I I A1 111 I SP I I O �`� I I I I I I I I I f„ I ----F----�--- ---- --- ----✓----�----�---+ +--- -- ---�---- ----i----_---- F - - -���"'444 + r { t - r + ' + r + r I- I I I I 1 I I k ;_L I I I I_ I I �(I 1 r I r 7 1 r l/===C �=T I 1 1 1 I 1 1 0 I 1� -- :iii1 ']if �1 F ---I---- F- -- -I----+- -I -I + - -f 1EILI 1 I 1 �` 11 i i i i 1 R 17 R ® RAIG 1 1 1 L 1 L-- J L -1 1 '-J L J_ L 1 I I I I I I I I 1 I , 1 1 I I t N 1 -'-'�4----r--3i----r� =*-1 t 1 r ---i---- t -I ----r---i----r---t--- ■ -t----r---1----I- -i -- �- ----I I I 1 III I I 11 I I I I 1 _I I 1 I I „ I I I I I I I I I I I 1 Ii i/ i I I i i i SP i 1 1 SP " 1 SP i I FS 1 1 I I I I _-- y--- --1�-1---J-- -L--- ♦ ---1---- 1 J �- -- - - = PO ND OREGON 1 L 1 1 J L J L T 7 L 1 L 1 J L J L J. 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EXISTING 2X4 CEILING LIGHT 1 ; _ 1 I 1 - 1--- 1 Ti' - ' ' ' -- - , FIXTURE TO REMAIN - e- 0 1120 NW Couch Street c NEW OR RELOCATED 2X4 CEILING Suite 300, Portland Q LIGHT FIXTURE OR 9 7 2 0 9 Tel: (503) 224.9656 0 2 PARTIAL 2ND FLOOR REFLECTED CEILING PLAN N;; f1 2X4 LIGHT FIXTURE TO BE Fax: (503) 299.6273 s WI REMOVED OR RELOCATED "' 1/8" = 1 -0 WHEN PRINTED ON 22 x 34 PAPER www.gbdarchitects.com 0 LO EXISTING 2X2 CEILING HVAC C \ X/'''' o DIFFUSER TO REMAIN U • c J o EXISTING RECESSED CEILING LIGHT FIXTURE � , ® NEW OR RELOCATED EXIT SIGN d- 0 0 EXIT SIGN 0 0.C\ i c%, xy EXIT SIGN TO BE REMOVED OR RELOCATED 0_ o Tenant Approval W CV D SMOKE DETECTOR o ® SPEAKER Date Q 0_ U Fs FIRE STROBE •to 11,46 'COOS. INSULATION 4'-0" EACH SIDE OF mmuuuuuuuIII ��muimummuum INSULATED PARTITIONS. � '� SUSPENDED ACOUSTIC CEILING SYSTEM r V METAL J BEAD t 1/k ONT. i x i" WIDE NEOPRENE GASKET •, EAD TRACK DO NOT SCREW GYP. BD. TO RUNNER CHANNEL. 3q" PREPAINT EXPOSED LEGS FLAT BLACK i" TYPE "X" GYPSUM BOARD ON 2i" METAL Shorenstein Realty Services .; '1°A STUDS ® 24" O.C. One SW Columbia Street,Suite 300 !�� ACOUSTICAL INSULATION. Portland, Oregon 97258 `' RUBBER BASE (SEE FINISH SCHEDULE) •∎; CONTINUOUS ACOUSTIC SEALANT UNDER BOTTOM 'I 41 I/ TRACK AND BOTTOM OF GYP. BD. AT INSULATED 'I,W411 PARTITION ONLY. CARPET (SEE FINISH SCHEDULE) Lincoln Center-One Lincoln --EXISTING CONCRETE SLAB FLOOR 10300 SW Greenburg Road 1 TYP INTERIOR PARTITION Tigard, Oregon 97224 1 -1/2" = 1 '-0" WHERE GYP. BOARD KELLY SERVICES ►� WALL OCCURS 2ND FLOOR, SUITE 220 il■ 11 DOUBLE STUD AT JAMB, TYP. OD ARC BUILDING STANDARD HOLLOW MTL � .:, i! ! KNOCKDOWN FRAME CRAIG L. VIS iv.; ��-7 • • H WV) m (3 • .(IPO ND, OREGON tr) _J MI o m A 3008 I,-WO �.�' ��OF ,, BUILDING STANDARD HOLLOW MTL . _Intfri KNOCKDOWN FRAME 11,- : IW I 2 TYP INTERIOR DOOR/RELITE 1 -1/2" = 1 ,-0" EXISTING STRUC. DECK ABOVE. (2) #10 SHT MTL SCREWS, OR 3/16" SHOT ANCHORS WI 1 1/8" EMBEDMENT 4f ALTERNATE 45 DEG METAL C\\ STUDS, 8'-0" O.C. REVISIONS \. `� (2) #10 SHEET METAL o \\ / SCREWS DATE U \ it APRIL 17, 2012 o CEILING LEVEL `� t PROJECT NUMBER c PAINT (TRACK STUD) '3 REVEAL BLACK U 20094550 L- USE PARTITION CLIP OVER GRID T-BAR FOR TRACK 0 STUD ATTACHMENT r N I ---: --- :--------=- 3 WALL BRACING DETAIL NTS _ , o MFG.. USG N N MODEL: DONN DX ARCHITECTS u_ DUTY: CROSS TEE H H�AVY DUTY N CONNECTION DEVICES TO BE OF AN APPROVED TYPE AND MAX. DESIGN FIXTURE WEIGHT 75 LBS. ACTUAL MAX. FIXTURE WEIGHT: SEPERATELY SUPPORTED U HAVE 100# CAPABILITY CONNECTOR AT TOP OF WIRE: 3/16" SHOT ANCHOR W/ 1 1/8" EMBEDMENT 1120 NW Couch Street J n SEISMIC STRUT: 3/4" CONDUIT W/ POSITIVE CONNECTION TO GRID Suite 300, Portland 1 VERTICAL STRUT AT BUILDING STRUCTURE Q 12 -0 O.C. EACH OR 97209 w WAY COUNTERSLOPE HANGERS IF MORE Tel: (503} 224.9656 ;-- THAN 1:6 OUT OF PLUMB LATERAL BRACING �` _; ._..._ryy •_❖. Fax: (503) 299.6273 SECURE ALL HANGERS TO o ADDITIONAL HANGERS ALL BUILDING STRUCTURE www.gbdarchitects.com ' ` '''' TRAPEZE DUCTWORK AND j MEMBERS WITHIN 8" OF OTHER LARGE OBSTRUCTIONS. c PERIMETER 0 POP RIVET RUNNER TO i" C BETWEEN MAINRRUNNERS c WALL ANGLE AT 2 ADJACENT WALLS, FASTEN CLOSURE - MAIN RUNNERS AT DIRECTLYLTO WALL FRAMING _ A" 5'-0" O.C. 5'-O" O.C. �-- 4'-0" O.C. SUPPORT SCREWS . c-d OR PROVIDE STRUT ( ) ( ) WITH #12 WIRE AT 6'-0" MAX I 12'-0" O.C. EACH WAY 4'-0" O.C. OR WITH N STABILIZER BAR BETWEEN ' LATERAL BRACING AT 12'-0" O.C. EACH WAY. MAIN #10 WIRE AT 5'-0" o 0• ALL MEMBERS AT PERIMETER RUNNER TO STRUCTURE. BEGIN BRACING WITHIN 6'0" O.C. cNi/ ch OF PERIMETER AND 2'-0" FROM CROSS MEMBER. a. o Tenant Approval 1 .. N 4 LATERAL BRACING FOR SUSPENDED CEILINGS NTS Date U .