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BUP2011 00116 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 2. EXTREME CARE SHALL BE TAKEN BY THE CONTRACTOR TO PROTECT ALL EXISTING AREAS TO REMAIN FROM DAMAGES THAT Sr+ 0 K 5 T a rr A-3 REFLECTED CEILING PLAN / FURNITURE PLAN / SCHEDULES MIGHT OCCUR DURING DEMOLITION. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR ALL AREAS THAT HAVE BEEN K O R C E A-4 INTERIOR DETAILS DAMAGED DUE TO INADEQUATE PROTECTION. 3. MAINTAIN 100% SPRINKLER COVERAGE. 4. REMOVE ALL EXISTING SIGNAGE, PICTURES, NAILS, HOOKS, EQUIPMENT, ETC., LEFT BEHIND FROM PRIOR TENANT, FROM ALL WALLS, DOORS, DOOR FRAMES, STRUCTURAL, AND CONCRETE CEILING. CODE SUMMARY Shorenstein Realty Services COne SW Columbia Street,Suite 300 CODE 2010 OREGON STRUCTURAL SPECIALTY & ZONING MUE-1 CONTACTS Portland, Oregon 97258 UNIFORM FIRE CODE 1. PERFORM ALL WORK IN ACCORDANCE WITH ESTABLISHED BUILDING STANDARDS FOR TENANT IMPROVEMENTS. FIRE PROTECTION SMOKE DETECTION SYSTEM 2. ALL DIMENSIONS ARE TO FACE OF FINISHED SURFACE UNLESS NOTED OTHERWISE. ALL PARTITIONS TERMINATE AT THE BUILDING MANAGEMENT: CONTRACTOR: ARCHITECT: UNDERSIDE OF THE EXISTING SUSPENDED CEILING UNLESS OTHERWISE NOTED. SHORENSTEIN REALTY SERVICES, L.P. RUSSELL CONSTRUCTION, INC GBD ARCHITECTS, Incorporated AREA SUITE 400: 2,773 USF CONSTRUCTION TYPE: 2-B 3. MECHANICAL, ELECTRICAL AND FIRE PROTECTION SYSTEMS INDICATED ARE FOR INFORMATION ONLY. THESE SYSTEMS ARE 5335 Meadows Road 20915 SW 105th Ave 1120 NW Couch Street Lincoln Center-One Lincoln SUB-CONTRACTOR DESIGN/BUILD AND ARE TO BE SUBMITTED UNDER SEPARATE PERMIT, UNDER THE MASTER PERMIT FOR Suite - 275 Tualatin, Oregon 97062-9511 Suite - 300 10300 SW GreenbUrg Road STORIES 5 THIS PROJECT. IT IS THE RESPONSIBILITY OF THE DESIGN/BUILD SUB-CONTRACTOR TO OBTAIN THESE PERMITS. Lake Oswego, Oregon 97035 Phone: 503/228.3413 Portland, Oregon 97209 CONTRACTORS SHALL VERIFY SIZES AND LOCATIONS OF ALL MECHANICAL AND ELECTRICAL EQUIPMENT, BOTH EXISTING AND Tigard, Oregon 97224 NEW Fax: 503/228.2770 OCCUPANT LOAD OCCUPANT LOAD FACTOR: 100 Phone: 503/619-3200 Phone: 503/224-9656 ` EGRESS NUMBER OF REQUIRED EXITS: 1 Contact: Donn Sturdivant OCCUPANT LOAD 28 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 K F O R C E PREPARED READY FOR THE NEW FINISH SPECIFIED. Cell Phone: 503/519-9506 Cell Phone: 503/758-9053 4TH FLOOR, SUITE 4OO GENERAL N THE FOLLOWING GENERAL NOTES APPLY TO EACH DRAWING IN THIS 6. PROVIDE EXIT SIGNS AND EMERGENCY LIGHTING SYSTEM IN CONFORMANCE WITH CITY OF PORTLAND REQUIREMENTS. Email: aoneilC�shorenstein.com Email: whit®gbdarchitects.com � PACKAGE. THEY DO NOT REAPPEAR ON THE INDIVIDUAL SHEETS. 7. THE DESIGN OF ALL SEISMIC BRACING AND SUPPORTS FOR CEILING, MECHANICAL AND ELECTRICAL ITEMS AND PARTITIONS IS A. ALL WORK IN THIS BUILDING IS TO BE PERFORMED UNDER THE CITY OF TIGARD FERMIT PROGRAM. A MASTER PROJECT THE RESPONSIBILITY OF THE RESPECTIVE CONTRACTOR/VENDOR TO MEET CITY OF TIGARD BUILDING CODE. n Apo NUMBER WILL BE ISSUED FOR THE PROJECT. ALL OTHER DESIGN BUILD PERMITS ARE TO BE TAKEN OUT AS SEPARATE U t, 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. B. MECHANICAL WORK IS PROVIDED THROUGH A CONTRACTOR DESIGN BUILD SYSTEM. MECHANICAL WORK INDICATED IN THESE All, QAY1S 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 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 RT ND, OREGON BUILD PROJECTS, AND SUBMIT PROJECT TO CITY OF TIGARD. MECHANICAL DESIGN BUILD DRAWINGS SHALL BE SUBMITTED, LEVER HARDWARE 3008 1 AND APPROVED BY THE OWNER'S CONSTRUCTION MANAGER AND ARCHITECT, PRIOR TO ISSUING TO THE CITY OF TIGARD FOR 00PERMIT. 11. UTILIZE ZERO VOC PAINT SYSTEMS, INCLUDING PRIMERS AND FINISH PRODUCTS. OF 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. EGRESS PLAN 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 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 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 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. -_...._._� i 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. L--- 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 CONTEMPLATED AS PART OF DESIGN BUILD CONTRACT. DATE RECORD AT THE CITY OF TIGARD. IN CASE OF CONFLICT WHERE THE METHODS OR STANDARDS OF INSTALLATION OF THE � � MATERIALS SPECIFIED DO NOT EQUAL OR EXCEED THE REQUIREMENTS OF THE LAWS OR ORDINANCES, THE LAW OR �� 0o JUNE 3, 2011 Z3 . ORDINANCE SHALL GOVERN. NOTIFY ARCHITECT OF CONFLICTS. ELECTRICAL ---- O-T•C U H. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY EXISTING CONDITIONS. NO ALLOWANCE WILL BE MADE FOR ApprQVed......... ..................[ � ,� (3 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 Conditionally Approved......... [ ] Ckmupanc7Laud PROJECT NUMBER U 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 See Letter to:Follow..................[ ren TM FROM INFORMATION AVAILABLE AT THE TIME. UNDER SEPARATE PERMIT. IT IS THE RESPONSIBILITY OF THE DESIGN/BUILD SUB-CONTRACTOR TO OBTAIN THESE PERMITS. Att lie Ra�d4! ZQ09452Z DESIGN BUILD DRAWINGS SHALL BE SUBMITTED, REVIEWED AND APPROVED BY THE OWNER'S CONSTRUCTION MANAGER AND Permit NZ tuber: Is d c 1. NOTIFY THE ARCHITECT IN WRITING, OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH WORK. 3 ARCHITECT PRIOR TO SUBMITTING TO THE CITY OF PORTLAND FOR PERMIT. Address: easilyttity J. PROVIDE ALL LABOR, TRANSPORTATION, EQUIPMENT AND SERVICES NECESSARY TO PERFORM WORK SHOWN ON THE DRAWINGS r LIMITS OF By--- ' Date: D AND DESCRIBED HEREIN. 2. ALL NEW ELECTRICAL OUTLETS TO BE MOUNTED AT +18 UNLESS NOTED OTHERWISE. (/`�t L, dk-� WORK 3. ALL RECEPTACLES, SWITCHES AND COVERS TO BE BUILDING STANDARD AND MATCH IN COLOR. FIELD VERIFY COLOR UNLESS OTHERWISE NOTED. -- ---T © 4. SWITCHING FOR ALL LIGHT FIXTURES TO BE COORDINATED BETWEEN ARCHITECTURAL AND ELECTRICAL DRAWINGS PRIOR TO _ BEGINNING OF WORK. CONFIRM W/ ARCHITECT. �, a 0 5. MODIFY EMERGENCY EGRESS LIGHTING AS NECESSARY TO MATCH PRESCRIBED PATH AND TO CONFORM WITH IBC 2003. SEE ARCHITECTS. ,I EGRESS PLAN FOR EGRESS LIGHTING PATH. b 6. CONTRACTOR TO GET FIRE LIFE SAFETY DESIGN PRICING AND DEVICE COUNT FROM SEIMENS. ELECTRICAL CONTRACTOR TO FINCLUDE FIRE LIFE SAFETY IN IT'S BID. VICINITY P NO INCLUDE ---I - C ; - 1 i 20 NW Couch Street _ ,... Suite 300, Portland b S Locvst St oGiiSi Jt �r t t>cit5t 5 Q Il f uJ aquare Rd Tei 0 224 9656 044 p, i ^, 7 1 . x�o I 53 ttSrrl L?ia.,l . it II II Fax: (503) 299.6273_V) r FfiAo ',q c WWW.gbdarchiteCt$com L r�t � , 0. dCV U [. l1 j Tp7����.Icgv ,� : LEGEND CSF r : VICE COPY ` EXIT Ln $W Oak CL M u DENOTES AREA OF MIN 3'-$" WIDE EGRESS PATH p1 OZE) �, ? PROVIDE EGRESS ILLUMINATION ALONG EXIT PATH-NOT LESS THAN (1 ) FOOT Tenant Approval .. N � ,R x - .7 ,... CANDLE MEASURED CONTINUOULY AT THE WALKING SURFACE Uj � pT. svv Yq h � a � C - �.� ��.��� �� - . . _...w.� , .,. ,....� ............ . � ° �� Date - - SW oak 5t ��Oak�# ��C�ak St _ -► z d ...... _ . GENERAL BUILDING NOTES: A. NEW DOORS TO MATCH EXISTING. FIELD VERIFY DOOR " ° "` DIMENSIONS AND STYLE. ,. B. NEW DOOR HARDWARE FINISH TO MATCH EXISTING FINISH OF E7 OTHER DOORS IN SUITE. E E E I E E E E E E C. OUTLET ROUGH-IN DIMENSIONS ARE SHOWN DASHED. Shorenstein Realty Services One SW Columbia Street,Suite 300 Portland, Oregon 97258 E {I m arl N I N N 1 2" ii I INTERVIEW i INTERVIEW—Y Lincoln Center-One Lincoln LO551 N 65 405 403 N N o LOBB'r W ® ��, 10300 SW Greenburg Road I� SII CON��EN E ,� _--- ��' Tigard, Oregon 97224 {I{ RECEPTION REFERENCE NOTES Ill E E OFr 1O'-42 409 401 E E O� �`��----- / 1 1 20'-7 " 407-1 _116- �___�___�� ��` >< ..--� +s5 0 REMOVE SOFFIT ABOVE K F O R C E N (V N _-, I iii ` T �. r 138< N + 5 ( N 3 - B 2 PROVIDE 4'-O" x 4'-0" x %" FRT PLYWOOD PHONE 4TH FLOOR, SUITE 400 D D I $-2 I �nnNc BOARD. PAINT TO MATCH WALL. PROVIDE 6 STRANDED III �`,y ♦ / rr rr ,rr rr rr DN. I r;c�, +C�S N O3 = cc> N 7N. 4 - ------ .. i �i -------,j- I SEATING T' �'�1 F F _-- _ 411" 413 N+7 BR X44 I P COPPER CABLE AND GROUNDING BLOCK. ATTACH WIRE t�BB---------`_- mii' �"� - i 14-3 N+77 4 5 TO BUILDING GROUND. • �'� � � —rrng------��,�—�__ II �� �� -- I N+44 4'— 0" � � i `� _ + t��� 0 PROVIDE BACKING IN WALL FOR TENANT'S WALL HUNG TV CPT VCT "S AIG . DAVIS �� � --U ' b ; N , +54 OR WHITE BOARD. _ a ml1 1 +4 ! _ O� I _ ' ' O_ 4 +42 +4� +42 �4 PROVIDE WIRELESS ENTRY ALERT CHIME W/ SWAY SWITCH P T NO, OREGON . �'- N -N °° AT RECEPTION TO DEACTIVATE SYSTEM. CONFIRM SWITCH ,� 3008 Q FB - 2 ND LOCATION WITH TENANT. op B - : -- 0E --------- -- - ------�-- '� i i i �-- DATA sroRACE --------- - -------- PROVIDE�5 PROVIDE BUILDING STANDARD WATER LINE FOR TENANT'S 001 417 BREAK ROOM EQUIPMENT. N ,I N+6 -IN+65 m F 3m _ K I B T _ -_.-- g I OPEN OFFIC T T KEYPLAN L) coq An- 2/B2 Lai— E— �N m — REVISIONS q3 DATE f JUNE 3, 2011 D _. U - PROJECT NUMBER U 1 PARTIAL 4TH FLOOR DEMOLITION PLAN 2 PARTIAL 4TH FLOOR PLAN 20094522 1/8" = 1 '-0" WHEN PRINTED ON 22 x 34 PAPER 1/8" = 1 '-0" WHEN PRINTED ON 22 x 34 PAPER z - a • 0 -- lo/ o U_. LEGEND o _ � 13'-021" VERIFY ARCHITECTS OFFICE ---ROOM NAME 1 ARCHITECTURAL PLAN 3'-0" 4 EQ. 6'-62" '-10" VERIFY O 510A ---ROOM NUMBER REFERENCE NOTE 1120 NW Couch Street x - ELEVATION REFERENCE REVISION NUMBER Suite 300, Portland PAINTED (P1) BUILDING = STANDARD PARTITION SHEET REFERENCE OR 9 7 2 0 9 \ / \ �� ,� ,i ,i ,� \\ , . \ r WITH PASS-THRU ` ,� A4 PAINTED GYP BD P1 CPT-1 FLOORING TRANSITION Tel: (503) 224.9656 O F-----1 •I �I I, I, �� I, \ 1 \ ' OPENING. LINE DETAIL REFERENCE N ; ; — --, ' t N \ / OPENING WITH PLASTIC ` ' CHANGE Fax: (503) 299.6273 SHEET REFERENCE REF. I L M J e\ 1 O N { O N ( ) CI IJ PL1 LAMINATE SILL www.gbdarchitects.com ACV,{ I i r , � � I \ - - I \ LAMINATE PL1 � � � / \ SILL/JAMB/HEAD WITH N / \ /l \\= i \\ Y" OVERHANG. � �� ----___-_ DUPLEX c I I I I Q , RUBBER BASE 81 --- EXISTING PARTITION OR // \\ ES NEW RUBBER BASE 61 N DUADTPOWER I I Q 3 -? Q. / _ OBJEC TO BE REMOVED i i I i Q EXISTING PARTITION TO u, REMAIN A-2 . CLA4 A A4 A4 vN VOICE/DATA o, cv A NEW BUILDING STANDARD o "; EQ. 3'-0" EQ. 7'-0" PARTITION SWITCH o BUILDING STANDARD RELITE FLOOR MONUMENT OUTLET Tenant Approval F W Cq 3 INTERIOR ELEVATION 4 INTERIOR ELEVATION 5 INTERIOR ELEVATION w d EXISTING DOOR AND FRAME BF FURNITURE OUTLET (BASE ¢ 0 1/411 = 1 '-0» 1/4" = 1 '-0" 1/4" = 1 '-0» TO REMAIN FEED) Date U -' GENERAL BUILDING NOTES: A. INSTALL SUSPENDED ACOUSTICAL TILE CEILINGS TO MATCH (EXISTING) AFF UNLESS NOTED OTHERWISE. N ,--� ,--� ,-- 1 B. FOR SEISMIC BRACING OF SUSPENDED CEILING AND INTERSTITIAL 3 4 5 6 , 7 , 4 , 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. I I ' _ _ ;� -,��.a �---� I , - }--- 1 1 1 I I I i 1 I I I I I 1 I I_J____ ___ .____1__ _L___T___J_ _I 1 L___I 1 I I I _1____L__. / ' ` ~� I Lincoln C � 0 l' _---I ---i' " T ; I , - ' 1 I I 1 I I _ - 1 , , /�. ;,--,\ ; ,y' \ Center One Lincoln L--- "N--- --�---- � � 1 I 1 I I 1 I 1 i I I I , - ' )• Y__ Fes-' i �'� I I I 1 II I I 1 "\.,_../ I I^_.__-'l� �/�,5 REFERENCE NOTES _ __ __ __L___J____L___1____L___1_ \y 1 1 10LO 300 SW Greenburg Road W DOWNLIGHTS PROVIDE SEPARATE DIM SWITCH 224 -- ---- - - -+---- - --- -- --- -FS ---�- -- ;- �ua�, �, ___ Tigard Oregon 97 -- _ NEW VID MER / �=-,,, _, I 2 RELOCATE FIRE STROBE. 1 I 1 1 I 1 O p l I p l , K F 0 R C E I 1 I I I I I I I I I I ___1___J__ _1___J__ - I , I I r 1� H LOO , SUITE 40 1 I 1 1 I I I 1 I I 1 Du _ (I I) IRE I DN ... EQUIPMENT LIST - ----------- ---- -j - - - --- i 2 - ® --- t---,-- ----- -- 4. 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GLASS WHITE BOARD MOUNT 1 1 1 I 1 1 1 Il 1 11 11 I I 1 L___ —10" ,----, -(--- , i r---, ,----T---,----r r-,---- T- '� VISIONS _1 I_ IL _ RE T-T�-- -4 - - - - - 1 , L______-1___JL___J L___JL-__L__-____J \� / DATE JUNE 3, 2011 a U p LEGEND PROJECT NUMBER U , 1 PARTIAL 4TH FLOOR REFLECTED CEILING PLAN 2 PARTIAL 4TH FLOOR FURNITURE + EOUIPMENT PLAN _-_---_--- EXISTING PARTITION OR X)09'4522 �3 1/8" = i '-0" WHEN PRINTED ON 22 x 34 PAPER 1/8" = 1 '-0" WHEN PRINTED ON 22 x 34 PAPER OBJECT TO BE REMOVED ° EXISTING PARTITION TO FINISH LEGEND FINISH SCHEDULE z� REMAIN 0 CODE "RODUC IDESCRIPTI©IN REMARKS I ELEVATIONS � NEW BUILDING STANDARD U STRAIGHT IN CARPETED AREAS, C OVEd I PLASTIC PARTITION O B] JOHNSOMTE 2d-GREY HAZE RUBBER BASE IN RESILIENT FLOOR AREAS ROOM NAME FLOOR BASE N E S W CEILING LAMINATE REMARKS r � STRAIGHT IN CARPETED AREAS, COVED 401 RECEPTION CPTI BI P4J84 Pt Pi PI ACTI _ = BUILDING STANDARD RECITE B2 JOHNSOPIITE 41-SEA BREEZE RUBBER BASE IN RESILIENT FLOOR AREAS 403 INTERVIEW CPTI B1 P2/B2 PI Pt PI ACTI - o STRAIGHT IN CARPETED AREAS, C JVED 405 INTERVIEW CPT# BI P2/B2 PI P 1 P I ACTI - ACOUSTIC CEILING GRID w. 03 JOHNSIONITE 189-OCEAN RUBBER BASE M RESILIENT FLC OR AREAS 407 CONFERENCE CPT] BI P1 P] P3/B3 P I ACTI - ARCHITECTS STRAIGHT IN CARPETED AREAS, COVED I 409 HALL CPT] B1 PI F4/B4 - PI ACTI - EXISTING 2X4 CEILING LIGHT B4 JOHNSOMTE 140-CARROT RUBBER BASE IN RESILIENT FLOOR AREAS { 411 L11�'ING CPT] B1 P1 P31B3 PI P1 ACT1 - FIXTURE TO REMAIN vIiAW TE2I,NSPAREtIT 595b3 413 SEA-INS', CPT] Bl PI PI P1 Pi ACTI - 1120 NW Couch Street C CPT] COLOR: OXIDE 62505 (CARPET 415 BREAK VOLT BI Pt P1 P4/B4 P1 ACTI - ® NEW OR RELOCATED 2X4 CEILING Suite 300, Portland 3ENJAMIN MOORE, 417 DATA J STORAGE CPT] BI P1 PI P1 Pt ACTI - LIGHT FIXTURE 0 R 9 7 2 0 9 Q - w -. P1/P2/ SEE PLANS FOR EXTENT � COLOR: HC:-173 EDGECOi`�3 R------- 2X4 LIGHT FIXTURE TO BE Tel: (503) 224.9656 O PI GREY; FINISH: EGGSHELL GENERAL WALL PAINT 4T9 OPEN OFFICE CPT( B1 P1 P1 82 PI ACTI - ©I'ACCENTCC}LOR i''��r''� Fax: 503 299.6273 - 3EN)AJv'dl1 LCI - _ _ ___ -__. _ _I =-===� REMOVED OR RELOCATED www.gbdal hitects.com Cq N -OLOR. HC-14'8 JAN ESBORID P2 UE, FINISH: EGG{HELL ACCENT PANT I DOOR SCHEDULE EXISTING 2X2 CEILING HVAC HARDWARE GROUPS DIFFUSER TO REMAIN 0 3ENJA1F.�"ll•1 tV00RE CO OR: Opening Dolor Door Fire Frame Ndwr. 070 TOPAZ FINISH: Door# # Leaves Size Material T e Rutin Material GroupRemarks P3 EGIGSHE _ ACCENT PAINT 401-1 1 3'-0'x8'-9' D FL NIS fmA I Gass vision panel GROUP 1 Q EXISTING RECESSED CEILING LIGHT FIXTURE 3EI�tJAtv�tl tv300RE CC�_C�R: 403-1 1 3'-0'x8'-C ' WD FL NR MA 2 with 2`-0"wide retie CLOSER BUTTS i , 405-1 I 3` °x 8`-�' WD FL Nle 1,11M 2 with 2-0"wide re to STOP SILENCER 0 EXIT SIGN A- 3 CC)A OF ALLall glass..door with LEVER CIPHER LOCK SIMPLE 5000 SERIES P4 -WISH; EGGSHELL ACCENT PAINT { ) �0 EXIT SIGN TO BE REMOVED OR RELOCATED CD ORMCA 17-I I 3'-t7'x 8'-0" GL JGL NIS r)one 3 frart>eless sidelight � � PLI OOZIER V%'HITE 219, 58 PLASTIC LAMNATE GROUP 2 � SMOKE DETECTOR Tenant A CL o �� - - - BUTTS STOP Approval .. N ACT] -g MATCH EXISTING; ACOUSTICAL CEILINGTILE REP-ACE STAINED OR IDAtt/'IAGED TILES11 J - ?�Rh�TRC�G - - LEVER PASSAGEa SPEAKER 0 o VCTi _P316 GRANGE JU_ES VIN(L CO>�SITE TILE Date Q GROUP 3 FIRE STROBE U CONCEALED CLOSER PUSH—PULL HARDWARE NEW POSSINI EURO -- 29" PENDANT LIGHT #88105 2'-1 " 2'-18» COUS. INSULATION 4'-0" EACH SIDE OF INSULATED PARTITIONS. CONTINUOUS WOOD CLEATS. ATTACH _ SUSPENDED ACOUSTIC CEILING SYSTEM " S H 0 R e S T E I N TO EACH CABINET SECTION AND EACH METAL J BEAD -• ; a ; ; METAL STUD. " —PLASTIC LAMINATE CABINET DOOR W ONT. j x WIDE NEOPRENE GASKET CET. WOOD NAILER AT TOP AND WOOD NAILER AT TOP AND j BOTTOM. ATTACH TO EXISTING C WIRE PULLS EAD TRACK . BOTTOM. WALL STUDS FOR LENGTH OF " 00 ATTACH TO EXISTING WALL STUDS op CABINET Uj oo {2) 3j4 ADJUSTABLE MELAMINE SHELVES 3 DO NOT SCREW GYP. BD. TO RUNNER CHANNEL I FOR LENG H OF CABINET IUJ t ' ' 34" PREPRINT EXPOSED LEGS FLAT BLACK N cU o " J" TYPE "X" GYPSUM BOARD ON 24" METAL Shorenstein Realty Services STORAGE CABINET W/ PLAM ¢ STUDS ® 24" O.C. One SW Columbia Street,Suite 300 SIORAGL CAUINET W'/ PLAM FINISH AT FRONT AND SIDES AND CABINET DOOR TO ALIGN W/ CABINET ACOUSTICAL INSULATION. FIN1j AT FRONT AND SIDE AND • MELAMINE INTERIOR. °'i BOTTOM Portland, Oregon 97258 MFLAMINF INTFRIOP. RUBBER BASE (SEE FINISH SCHEDULE) CONTINUOUS ACOUSTIC SEALANT UNDER BOTTOM TRACK AND BOTTOM OF GYP. BD. AT INSULATED • CV WC ROWAVF SHELF - VERIFY S17F PARTITION ONLY. I OF APPLIANCE WITH TENANT. CARPET (SEE FINISH SCHEDULE)41 LincolnCenter'One Lincoln `PLAM CABINET DOOR Wf WIRE `i PLASTIC LAMINATE BACKSPLASH ``EXISTING CONCRETE SLAB FLOOR PULLS " 2'-1" 10300 SW Greenburg Road PLASTIC LAMINATE COUNTERTOP OPEN STORAGE FOR TENANT'S 104 1 TYP INTERIOR PARTITION Tigard, Oregon 97224 ' = ' FILTERED WATER DISPENSER. VERIFY % • L 3" ADJUSTABLE MELAMINE SHELVES SIZE OF WATER UNIT WITH TENANT. • FRO�IDE ACCESS TO WATER LINE. PLASTIC LAMINATE ON ALL EXPOSED o FACES AND EDGES. PLASTIC LAMINATE WHERE GYP. BOARD K f c R C E MELAMINE INTERIOR ND WIRE PULLWER FRONT WITH — WALL OCCURS 4TH FLOOR, SUITE 400 RtiBBER BASE N PLASTIC LAMINATE DOORS W/ WIRE PULLS ¢ DOUBLE STUD AT JAMB, EYP. • CABINET DOOR TO ALIGN Wf {1} 3j4" ADJUSTABLE MELAMINE SHELF CABINET BOTTOM. �y� • BASE PER FINISH SCHEDULE jl" _. .. BUILDING STANDARD HOLLOW MTL _ KNOCKDOWN FRAME AIG DAVIS ND, OREGON M 300812 CASEWORK SECTION 9 CASEWORK SECTION 6 CASEWORK SECTION m ;��rRT �o 3/4 = 1 -0 » / 31 4 = 1'-0" 3 4„ = 1'-0" OF BUILDING STANDARD HOLLOW MTL KNOCKDOWN FRAME 2 TYP INTERIOR DOOR/RELITE PLASTIC LAMINATE BACKSPLASH 2,_1„ 1 -1/2" - 1 '-0" BUILDING STANDARD ADA COMPLIANT FIXTURE PLASTIC LAMINATE COUNTERTOP —PLASTIC LAMINATE BACKSPLASH ¢ •-,cv EXISTING STRUC. DECK �H ABOVE. BUILD STANDARD ADA COMPLIANT SINK --(2) #1fl SHT MTL SCREWS, PLASTIC LAMINATE DOORS W/ WIRE PULLS OR 3/16" SHOT ANCHORS W/ 1 1/8- EMBEDMENT t (PROVIDE (2) RECYCLE BINS. MELAMINE BACK AND SIDE PANELS KNAPE & VOGT PDMSW15-2-35-W __--------ALTERNATE 45 DEG METAL t t I t RECYCLE BIN SYSTEM. ATTACH TO o �� STUDS, 8'-0" O.C. REVISIONS DOOR FRONT. t \��\ ��� (2) #10 SHEET METAL r i i C-4 �\ SCREWS DATE _ _ BASE PER FINISH SCHEDULE PLASTIC LAMINATE DOOR i .JUNE 3, 2011 G"1 _ U _ CEILING LEVEL U " PROJECT NUMBER PAINT (TRACK STUD) N REVEAL BLACK 20094522 CD 10 CASEWORK SECTION �GR D "PARTITIONUSE -BAROR TRACK STUD� 7 CASEWORK SECTION 3/4" = 1 '-0„ 3/4„ = 1 '-0» ATTACHMENT 0 3 WALL BRACING DETAIL U NTS SII o ` - MODEL: DONN DX A R C H I T o MFG.- USG a' ECT S U_ DUTY: MAIN TEE - HEAVY DUTY b CONNECTION DEVICES TO BE CROSS TEE - HEAVY DUTY OF AN APPROVED TYPE AND MAX. DESIGN FIXTURE WEIGHT 75 LBS. HAVE 100# CAPABILITY ACTUAL MAX. FIXTURE WEIGHT: SEPERATELY SUPPORTED CONNECTOR AT TOP OF WIRE: 3/16" SHOT ANCHOR W/ 1 1/8" EMBEDMENT 1120 NW Couch Street .:, SEISMIC STRUT: 3/4" CONDUIT W/ POSITIVE CONNECTION TO GRID Suite 300, Portland Q BRACE HEAD OF BANNER WALL VERTICAL STRUT AT12'-0" O.C. EACH BUILDING STRUCTURE O R 9 7 2 0 9 Q PER DETAIL 3/A4 WAY COUNTERSLOPE HANGERS IF MORE Tel: (503) 224.9656 THAN 1:6 OUT OF PLUMB LATERAL BRACINGFax: (503) 299.6273 cn ACOUSTIC CEILING SECURE ALL HANGERS TO _ www. bdarchitects.com CV BUILDING STRUCTURE � CyADDITIONAL HANGERS ALL I1-1 C ---- 3-1/2„ METAL STUD BANNER WALL VERTICAL BEYOND - - MEMBERS WITHIN 8” OF TRAPEZE DUCTWORK AND C t OTHER LARGE OBSTRUCTIONS. o %8" TYPE X GYPSUM WALL BOARD 5/8" TYPE X GYPSUM BOARD POP RIVET RUNNERPERI�TO J" i I i 3-1/2 METAL STUD BETWEEN MAIN ETER CROSS RRUNNERS i I I i _ » WALL ANGLE AT 2 ADJACENT B&N INDUSTRIES CABLE MINI i i i i „ 3-1/2 METAL STUD WALLS, FASTEN CLOSURE I MAIN RUNNERS AT (1) CABLE TRACK 73.1/963083 t %4 PLYWOOD WITH PLASTIC ANGLE W/ #6 SCREWS 8" 4'-a" o.c. 4'-0" o.c. 4'-0" O.C. SUPPORT A-4. �r sz , , , , LAMINATE ON ALL EXPOSED FACES. PLASTIC LAMINATE SILL BELOW DIRECTLY TO WALL FRAMING (5'—a" O.C.) (s'—o" a.c.) WITH #12 WIRE AT (1) CABLE 15.6/963006 , t I OR PROVIDE STRUT6'-a" MAX 12'-0" O.C. EACH WAY 4'-0" O.C. OR WITH I i i STABILIZER BAR BETWEEN o (4) END STOP AND TOP FIXING SE FINISH FLOOR ALL MEMBERS AT PERIMETER LATERAL BRACING AT 12'-0" O.C. EACH WAY. MAIN " #10 WIRE AT 5'-O" N 1 1 _ RUNNER TO STRUCTURE. BEGIN BRACING WITHIN 6'n O.C. T15.2/963097 `T OF PERIMETER AND 2'-0" FROM CROSS MEMBER. (4) TOP EDGE GRIP 15.20/963020 Tenant Approval 0 14 BANNER WALL - HEAD 11 BANNER WALL - SILL 8 BANNER WALL — JAMB 4 LATERAL BRACING FOR SUSPENDED CEILINGS 1 -1/2„ = 1 '-0" 1 -1/2" = 1 '-0" 1 -1/2» NTs Date U -'