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Plans • DRAWING INDEX DEMOLITION r ' .: o . . 1. EXISTING STRUCTURE TO BE LEFT UNDISTURBED AND INTACT. PERFORM NO DEMOLITION THAT MAY COMPROMISE THE JUN ys 6 ZO13 I A-1 CODE SHEET & GENERAL INFORMATION STRUCTURAL INTEGRITY OF THE BUILDING WITHOUT WRITTEN APPROVAL OF THE ARCHITECT / ENGINEER. NIANT IMP O V M N T FO I � A-2 FLOOR PLAN AND DEMOLITION PLAN 2. EXTREME CARE SHALL BE TAKEN BY THE CONTRACTOR TO PROTECT ALL EXISTING AREAS TO REMAIN FROM DAMAGES THAT I - ION ia R T 9 I N MIGHT OCCUR DURING DEMOLITION. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR ALL AREAS THAT HAVE BEEN A 3 REFLECTED CEILING PLAN / SCHEDULES A M N A-4 INTERIOR DETAILS - DAMAGED DUE TO INADEQUATE PROTECTION. 3. MAINTAIN 100% SPRINKLER COVERAGE. 4. REMOVE ALL EXISTING SIGNA'GE, PICTURES, NAILS, HOOKS, EQUIPMENT, ETC., LEFT BEHIND FROM PRIOR TENANT, FROM ALL • WALLS, DOORS, DOOR FRAMES, STRUCTURAL, AND CONCRETE CEILING. Shorenstein Realty Services U CTIONOne SW Columbia Street,Suite 300 CODE SUMMARY OONT Portland, Oregon 97258 1. PERFORM ALL WORK IN ACCORDANCE WITH ESTABLISHED BUILDING STANDARDS FOR TENANT IMPROVEMENTS. CONTACT 2. ALL DIMENSIONS ARE TO FACE OF FINISHED SURFACE UNLESS NOTED OTHERWISE. ALL PARTITIONS TERMINATE AT THE BUILDING MANAGEMENT: CONTRACTOR: ARCHITECT: CODE 2010 OREGON STRUCTURAL SPECIALTY & ZONING MUE-1 UNDERSIDE OF THE EXISTING SUSPENDED CEILING UNLESS OTHERWISE NOTED. UNIFORM FIRE CODE SHORENSTEIN REALTY SERVICES, L.P. RUSSELL CONSTRUCTION, INC GBD ARCHITECTS, Incorporated Lincoln Center-Three Lincoln A 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 FIRE PROTECTION SMOKE DETECTION SYSTEM / Tualatin, Ore AUTOMATIC SPRINKLER SYSTEM SUB-CONTRACTOR DESIGN BUILD AND ARE TO BE SUBMITTED UNDER SEPARATE PERMIT, Oregon 97062-9511 Suite - 300 10220 SW Greenburg Road UNDER THE MASTER PERMIT FOR Suite - 275 9 THIS PROJECT. IT IS THE RESPONSIBILITY OF THE DESIGN/BUILD SUB-CONTRACTOR TO OBTAIN THESE PERMITS. Lake Oswego, Oregon 97035 Phone: 503/092.9002 Portland, Oregon 97209 AREA SUITE 135: 2,543 USF CONSTRUCTION TYPE: II-B (FULLY SPRINKLED) CONTRACTORS SHALL VERIFY SIZES AND LOCATIONS OF ALL MECHANICAL AND ELECTRICAL EQUIPMENT, BOTH EXISTING AND Tigard, Oregon 97224 NEW. : Fax: 503/092.9008 Phone: 503/619-3200 Contact: Donn Sturdivant Phone: 503/224-9656 STORIES 6 4. MAINTAIN 100% SPRINKLER 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 AAAC H ECK OCCUPANT LOAD OCCUPANT LOAD FACTOR: 100 EGRESS NUMBER OF REQUIRED EXITS: 1 PREPARED READY FOR THE NEW FINISH SPECIFIED. Cell Phone: 503/519-9506 Cell Phone: 503/758-9053 FLOOR,'� T F`^ R OCCUPANT LOAD: 25 S , SU ITE 135 6. PROVIDE EXIT SIGNS AND EMERGENCY LIGHTING SYSTEM IN CONFORMANCE WITH CITY OF TIGARD REQUIREMENTS. Email: aoneil®shorenstein.com Email: whit®gbdarchitects.com 7. THE DESIGN OF ALL SEISMIC BRACING AND SUPPORTS FOR CEILING, MECHANICAL AND ELECTRICAL ITEMS AND PARTITIONS IS GENERAL N THE RESPONSIBILITY OF THE RESPECTIVE CONTRACTOR/VENDOR TO MEET CITY OF TIGARD BUILDING CODE. S P LA N THE FOLLOWING GENERAL NOTES APPLY TO EACH DRAWING IN THIS �,�� A� PACKAGE. THEY DO NOT REAPPEAR ON THE INDIVIDUAL SHEETS. RATED-WALL AS REQUIRED TO MAINTAIN THE 8. SEAL ALL THROUGH FLOOR / PENETRATIONS WITH RATED ASSEMBLIES ��. INTEGRITY OF FLOOR / WALL ASSEMBLY. A. ALL WORK IN THIS BUILDING IS TO BE PERFORMED UNDER THE CITY OF TIGARD PERMIT PROGRAM. A MASTER PROJECT CRAIG L. VIS `C' NUMBER WILL BE ISSUED FOR THE PROJECT. ALL OTHER DESIGN BUILD PERMITS ARE TO BE TAKEN OUT AS SEPARATE 9. DOORS OR OPENINGS LOCATED BY A WALL AT A RIGHT ARE TO BE INSTALLED 4 INCHES FROM SAID CONDITION. THIS I e $ PERMITS UNDER THE MASTER PROJECT NUMBER. CONDITION IS TYPICAL AND WILL NOT BE DIMENSIONED. 10. ALL NEW AND EXISTING DOORS TO BE SOLID CORE FLUSH TO MATCH BUILDING STANDARD AND HAVE BUILDING STANDARD V _ - _ __ -- - - _ POT D, ORE ON B. MECHANICAL WORK IS PROVIDED THROUGH A CONTRACTOR DESIGN BUILD SYSTEM. MECHANICAL WORK INDICATED IN THESE LEVER HARDWARE ® ® ® ® ■ ® ® ® fi) 3008 DOCUMENTS IS FOR INFORMATION ONLY. MECHANICAL 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 11. UTILIZE LOW VOC PAINT SYSTEMS, INCLUDING PRIMERS AND FINISH PRODUCTS. O ®; OF O� CODE REQUIREMENTS. MECHANICAL CONTRACTOR IS TO MEET ALL CITY OF TIGARD SUBMITTAL REQUIREMENTS FOR DESIGN J� �p BUILD PROJECTS, AND SUBMIT PROJECT TO CITY OF TIGARD. MECHANICAL DESIGN BUILD DRAWINGS SHALL BE SUBMITTED, 12. PROVIDE SOUND INSULATION IN ALL NEW WALLS EXCEPT FOR LOW OR PARTIAL HEIGHT PARTITIONS. AND APPROVED BY THE OWNER'S CONSTRUCTION MANAGER AND ARCHITECT, PRIOR TO ISSUING TO THE CITY OF TIGARD FOR • - 1 PERMIT. a C. 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 MECHANICAL 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 I I NJ -VI NI PROJECTS, AND SUBMIT PROJECT THROUGH THE CITY OF TIGARD PERMIT PROGRAM. MAINTAIN 100% SPRINKLER COVERAGE A I� 1. MECHANICAL AND FIRE PROTECTION SYSTEM WORK INDICATED IS FOR INFORMATION ONLY. CONTRACTORS SHALL VERIFY _ THROUGHOUT BUILDING. PLUMBING DESIGN BUILD DRAWINGS SHALL BE SUBMITTED, REVIEWED AND APPROVED BY THE SIZES AND LOCATIONS OF ALL EQUIPMENT BOTH EXISTING AND NEW. THESE SYSTEMS ARE SUB-CONTRACTOR DESIGN/BUILD MOM, ri OWNER'S CONSTRUCTION MANAGER AND ARCHITECT, PRIOR TO ISSUING TO THE CITY OF TIGARD FOR PERMIT. -NI ' ' L., ' I&i AND ARE TO BE SUBMITTED UNDER SEPARATE PERMIT. IT IS THE RESPONSIBILITY OF THE DESIGN/BUILD SUB-CONTRACTOR [ ;� TO OBTAIN THESE PERMITS. DESIGN BUILD DRAWINGS SHALL BE SUBMITTED, REVIEWED AND APPROVED BY THE OWNER'S • D. ELECTRICAL WORK IS PROVIDED THROUGH A CONTRACTOR DESIGN BUILD SYSTEM. ELECTRICAL WORK INDICATED IN THESE CONSTRUCTION MANAGER AND ARCHITECT PRIOR TO SUBMITTING TO THE CITY OF TIGARD FOR PERMIT. DOCUMENTS IS FOR INFORMATION ONLY. ELECTRICAL CONTRACTOR IS TO FIELD VERIFY ALL EXISTING CONDITIONS AND N _NE __, _,„ ,, , PROVIDE ENGINEERED DRAWINGS TO MEET THE DESIGN DEPICTED IN THESE DOCUMENTS AND ALL CITY OF TIGARD BUILDING ,- "' a' CODE REQUIREMENTS. ELECTRICAL CONTRACTOR IS TO MEET ALL CITY OF TIGARD SUBMITTAL REQUIREMENTS FOR DESIGN 2. CONTRACTOR TO PROVIDE CFM DELIVERY FOR EACH REGISTER ON THE MECHANICAL DB DRAWINGS. �' BUILD PROJECTS, AND SUBMIT PROJECT THROUGH THE CITY OF TIGARD PERMIT PROGRAM. ELECTRICAL DESIGN BUILD a- s -I' DRAWINGS SHALL BE SUBMITTED, REVIEWED AND APPROVED BY THE OWNER'S CONSTRUCTION MANAGER AND ARCHITECT PRIOR 3. ALL MECHANICAL PLANS ARE TO BE SUBMITTED FOR APPROVAL BY THE OWNERS' CONSTRUCTION MANAGER AND ARCHITECT T PRIOR TO COMMENCEMENT OF MECHANICAL WORK. I �`TO ISSUING TO THE CITY OF TIGARD FOR PERMIT. - T E. EXIT AND EGRESS LIGHTING SYSTEM ARE TO BE INSTALLED TO MEET THE IBC 'AND PRESCRIPTIVE LIGHTING PATH (IBC 2007.) 4. CONTRACTOR TO SUBMIT ALONG WITH BID. NUMBER OF EXISTING AND PROPOSED VAV BOXES AND TERMINAL UNITS ® - J /1111. REVISIONS EGRESS PLAN IS INDICATED IN THESE DOCUMENTS. CONTEMPLATED AS PART OF DESIGN BUILD CONTRACT. r -,- 111 I - , I 5 F. MAINTAIN EXISTING BUILDING FIRE AND LIFE SAFETY SYSTEMS INCLUDING, BUT NOT LIMITED TO SPRINKLER SYSTEMS, SMOKE LETR I CAL , ,�' ® DATE DETECTION SYSTEMS, SMOKE EVACUATION SYSTEMS, EXITING SYSTEMS AND EMERGENCY ANNUNCIATION SYSTEMS. Ill - / MAY 24, 2013 111 / Ill / 111 ° L IIINIIIIN riu�.llll11NI111�1111DIN111111I11111I / 0 G. ALL WORK SHALL CONFORM TO APPLICABLE BUILDING CODES AND ORDINANCES, AS MODIFIED FOR THIS BUILDING ON 1. ELECTRICAL WORK INDICATED IS FOR INFORMATION ONLY. CONTRACTORS SHALL VERIFY SIZES AND LOCATIONS OF ALL e - RECORD AT THE CITY OF TIGARD. IN CASE OF CONFLICT WHERE THE METHODS OR STANDARDS OF INSTALLATION OF THE EQUIPMENT, BOTH EXISTING AND NEW. THESE SYSTEMS ARE SUB-CONTRACTOR DESIGN/BUILD AND ARE TO BE SUBMITTED !/ U MATERIALS SPECIFIED DO NOT EQUAL OR EXCEED THE REQUIREMENTS OF THE LAWS OR ORDINANCES, THE LAW OR UNDER SEPARATE PERMIT. IT IS THE RESPONSIBILITY OF THE DESIGN/BUILD SUB-CONTRACTOR TO OBTAIN THESE PERMITS. \� o / PROJECT NUMBER ORDINANCE SHALL GOVERN. NOTIFY ARCHITECT OF CONFLICTS. DESIGN BUILD DRAWINGS SHALL BE SUBMITTED, REVIEWED AND APPROVED BY THE OWNER'S CONSTRUCTION MANAGER AND \ i o// 0 ARCHITECT PRIOR TO SUBMITTING TO THE CITY OF TIGARD FOR PERMIT. \` _ 20094725 .� H. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY EXISTING CONDITIONS. NO ALLOWANCE WILL BE MADE FOR �° ® - I O 3 UNFAVORABLE CONDITIONS OR EVENT WHICH MIGHT HAVE BEEN DISCOVERED THROUGH A THOROUGH EXAMINATION OF THE J O SITE. CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR THE CONSEQUENCES OF ACTING ON CONCLUSIONS DRAWN 2. ALL NEW ELECTRICAL OUTLETS TO BE MOUNTED AT +18" UNLESS NOTED OTHERWISE. n- ' `-'/' a FROM INFORMATION AVAILABLE AT THE TIME. j .e ,./// O LIMITS OF WORK 3. ALL RECEPTACLES, SWITCHES AND COVERS TO BE BUILDING STANDARD AND MATCH IN COLOR. FIELD VERIFY COLOR UNLESS 1� I. NOTIFY THE ARCHITECT IN WRITING, OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH WORK. OTHERWISE NOTED. ' O ' 'i II .i i U J. PROVIDE ALL LABOR, TRANSPORTATION, EQUIPMENT AND SERVICES NECESSARY TO PERFORM WORK SHOWN ON THE DRAWINGS 4. SWITCHING FOR ALL LIGHT FIXTURES TO BE COORDINATED BETWEEN ARCHITECTURAL AND ELECTRICAL DRAWINGS PRIOR TO 4 , ____________ , _._L , ,,. --_,.. # . . ,, ., ... _.„ AND DESCRIBED HEREIN. BEGINNING OF WORK. CONFIRM W/ ARCHITECT. U LEGEND E 5• MODIFY EMERGENCY EGRESS LIGHTING AS NECESSARY TO MATCH PRESCRIBED PATH AND TO CONFORM WITH IBC 2003. SEE rI EGRESS PLAN FOR EGRESS LIGHTING PATH. 11 II 1I \ -, EXIT _fi�,. 2 N . CONTRACTOR TO GET FIRE LIFE SAFETY DESIGN PRICING AND DEVICE C OUNT FROM SEIMENS. ELECTRICAL CONTRACTOR TO ARCHITECTS L INCLUDE FIRE LIFE SAFETY IN IT'S BID. DENOTES AREA OF MIN 3'-8" WIDE EGRESS PATH I■Mr M VICINITY PLAN NO TH U 1120 NW Couch Street �. . , ;,,; ,. �,, : , PROVIDE EGRESS ILLUMINATION THAN (1 ) FOOT Suite 300, Portland SW locust g t y ..,..:...,. ft� L .. .. ...:. ..........:: rest 6£# e'<tF�:t e.l�..> .�,#f€�f� d€.§.� x>Ib a N ALONG EXIT PATH NOT LESS THA ` „.a-r: ::F;t,<;,<..... 36'•3 »r..., LIS . ,,,.,,,„ CANDLE MEASURED CONTINUOULY AT THE WALKING SURFACE 'f3 „€} �.:� :: Te • (503) 224 9656 §<::�, § £. `' a.�. Fax (503) 299.6273 #> 15, w..: wvvw. bdarchitects.com "� CITY TIGARD .fit ' ' ` N ;5: ,a :,,Et? €`, 3 Approved ti - 3. ,t.«<5..h,<, Conditionally 110 O Y 1 ed 0 6f£ , 3,`i,, 3`.,'' ;;' .,s._ See�tt�I't©:Follow <s: J F: g; _:; Atta(° d €133 'S 3, .1r.rRr. r a••■, co f,t3.,.,_. 3::;, Permit T I'm: E' _ia.d,,,--- A_ 1 r. Q ' C?:U`6I�:.'1 k:3s�`31953! , Adds' ? Taff._. ,,„ . • cMv :,=".1: ; By Date:¢ t ► „ 9,,r3 ,a. _ s'Sa(;4 `'5:: Approved rOVC3.,d £�w5 e? o ;'' �;. shall beo n Approval ��' �£ `� .. ,6�,; on b site. Tenant r a Li . \-,,'N-1'..,,'- -...'-., ..„ Ne,-.,-.' 1::;!;'' ,q,1 , -I 00 C N ro T" it ..,t v.....:.:':.:::,. .••,,,,,, J+, ,„<..�5 , F .�;,.- OFFICE Date• t ,. „ 3 U , , r n, GENERAL BUILDING NOTES: S H ORE STEIN 1 tr-3— -- - - i_ _ 41) B BB - - - BB- - = B� A. NEW DOORS TO MATCH EXISTING. FIELD VERIFY DOOR_0 j 1 DIMENSIONS AND STYLE. RE-USE EXISTING DOORS IF PRACTICAL. %�„Lib_�44 +44 +�4+44� ill B. NEW DOOR HARDWARE FINISH TO MATCH EXISTING FINISH OF ■!S +60 _ OTHER DOORS IN SUITE. Shorenstein Realty Services +44 +44 - One SW Columbia Street,Suite 300 I B : : 0 ED Portland, Oregon 97258 ------------ _ BBB ------------ ------ -1 , do B k *= Lincoln Center-Three Lincoln / , I , 10220 SW Greenburg Road Tigard, Oregon 97224 / va I / A.NICIFI ECK ,. % 0 PLAN REFERENCE NOTES \ 0 1ST FLOOR, SUITE 135 - _____: T- _ I __ =_- . _ -_ f - �\\ ,--/ 1 . EXISTING CARPET TO REMAIN. PATCH CARPET IN AREA OF DEMOLITION. J B \\ �� AFFECTED BY CONSTRUCTION.1 +� \� PAINT ALL NEW WALLS AND THOSE m \ 2. NEW OR RELOCATED BUILDING STANDARD DOORS AND FRAME. m \\ 3. NEW OR RELOCATED BUILDING STANDARD RELITE WIDTH AND STYLE TO c%/41) ARc MATCH EXISTING UNLESS OTHERWISE NOTED. / .? ��, \\\� 4. PROVIDE BUILDING STANDARD EXHAUST FAN, LOUVERED DOOR AND CRAIG L. I,VlS ' m m \�\ PLYWOOD PHONE BOARD IN SERVER ROOM. PROVIDE DEDICATED - ,, ., I I CIRCUIT FOR QUAD OUTLET. ( j / I m 5. PROVIDE BUILDING STANDARD LOCKING HARDWARE ON THIS DOOR. +'D, OREGON \ `° m CO 6. REFINISH EXISTING CASEWORK IN BREAK ROOM. 008 �p m 7. PROVIDE BACKING IN WALL FOR TENANT-PROVIDED SIGNAGE. OF Q� N - a 11 II- 1 IL 1 ' I II- 11 11 1 11 0 I 1 SUITE 135 DEMOLITION PLAN 3/1 6" = 1 '-0" WHEN PRINTED ON 22 x 34 PAPER 0 ADD ALTERNATES 1 . PROVIDE ROUGH—IN FOR TENANT—FURNISHED ACCESS CONTROL ________-___ -____ -.-_______ _ HARDWARE (CYPHER LOCKS). PREP DOOR AND FRAME AS -_ -_: = _ \ _ _ - 1 B- ---B - -� 'I'- B B - _ B-B --- - � NECESSARY TO RECEIVE HARDWARE. -r- in � _ =-� 7 7 r 1s) c _ _ i 2. PROVIDE BUILDING STANDARD WOOD DOOR WITH GLASS VISION PANEL. REVISIONS 13 —0 i DW44 +44 + 4 _ 3. PROVIDE BUTT GLAZED RELITE IN BUILDING STANDARD FRAME. 0) CONFERENCE . r,. BREAK - DATE ROOM ° N=- -7+60 .ib2 D. N, 10 3 MAY 24, 2013 ° ( 6 )U 102 +44 -x-44 - o N 8,—O„ B J- ff OPEN _ U ° BBB - PROJECT NUMBER �' B 104-1 105 20094725 3 SERVER 0 1/4 ilv N 104 ° RECEPTION ,�, LEGEND _sz o 101 _ _ U , :.. OFFICE ®-ROOM NAME 0 ARCHITECTURAL PLAN t... Qi 0 , ,�- 510A ®---ROOM NUMBER REFERENCE NOTE _,., "' � ,#/ © � ELEVATION REFERENCE / \ REVISION NUMBER co SO5 ;'\ N N A801 - SHEET REFERENCE ARCHITECTS ` . P1 WALL FINISH CODE 0 4) i B i — DETAIL REFERENCE M w F © CPT-11, TRANSITION 0 m' m OFFICE ; , 9 A901 -SHEET REFERENCE '� CHANGE 1120 NW Couch Street 1 S w i / A' Suite 300, Portland 106 EXISTING PARTITION OR BLANK OUTLET m Q ,,p OR 97209 OFFICE OFFICE OBJECT TO BE REMOVED N Tel: (503) 224.9656 O i\I 109 ®N 108 m DUPLEX Fax: ^, OFFICE EXISTING PARTITION TO �-DENOTES NEW (503) 299.6273 N m REMAIN N QUAD POWER www.gbdarchitects.com N 107 m inimmamt NEW BUILDING STANDARD c PARTITION N O m m • � VOICE DATA 0 NEW BUILDING STANDARD , / =nu:.--J ii..... . , _If, 11-- 1E-- -,-IF- I- __ El -_t_ DEMISING PARTITION $ SWITCH M E \ II -= -_ ��__ _ BUILDING STANDARD RELITE `. FLOOR MONUMENT OUTLET A-2 o � 10- EXISTING DOOR AND FRAME BF FURNITURE OUTLET (BASE N c%) TO REMAIN FEED) o Tenant Approval J OO 2 SUITE 135 IMPROVEMENT PLAN N a ' 3/16" = 1 '-0" WHEN PRINTED ON 22 x 34 PAPER Date Q U GENERAL UILDING NOTES: _ "Mr _ - —, I I ,--T- _ =T= ,_ _ , .-1 _ 1 I I_ _ I I _ I I A. INSTALL SUSPENDED ACOUSTICAL TILE CEILINGS TO MATCH 1 1 I 1 I I I I I I 1 J I 1 I 1 1 J 1 I 1 4 I I I (EXISTING) AFF UNLESS NOTED OTHERWISE. o �►' ;Y�I; prr4; � p I B. FOR SEISMIC BRACING OF SUSPENDED CEILING AND INTERSTITIAL tI O R T E I N I q • I I I I I p I X�C I I I LU.!iII4Il;i�►� _ EQUIP MENT SEE DETAIL 8 ON SHEET A-5. -4 4 + o ' -- 1 ' ' ' I ' 1 I F ; = C. CENTER ALL RELOCATED DOWN LIGHTS, FIRE SPRINKLER HEADS, + I I I I I I I I 1 1 I I I I I I I 1 I I I I 1 I __ ___ __�-__�__- 4 4 4 --- --- --- --- a---�-- ---- ; SMOKE DETECTORS AND ALL OTHER CEILING PENETRATIONS IN 1 , t I I I I I I I I I I I I I I I I I I 0 SIR I + + 1 I 1 1 + 1 + 1 1 1 + CENTER OF 2X2 TILE UNLESS NOTED OTHERWISE. - ; J I I I I I 1 I I I I I I I I 1 I I 1 I I - I I i i --- i -- i --- --- --- ---+--- --- - � --- --- --- --- -- � -- - � D. REPLACE DAMAGED AND SOILED CEILING TILES WHERE AFFECTED + 0 IF�Y�l 0 4°- � . P11P' p p Shorenstein Realty Services .�-- --- --- -- �� - One SW Columbia Street,Suite 300 I I I I I iI I , 1 , I I I I 1 I I I I I I I I I 1 I 1 , , 1 I , 1 , I , 1 4411 P i I I Portland, Oregon 97258 -;--- I E- 1 - -- I I I /--1- J i-p 0 f -i --- -- I , 1.1 1 ORA� J Lincoln Center-Three LIncoln 0 IF - - - �1 p -- - 1 . NOPT LUASEN D. 10220 SW Greenburg Road NOTES 1 - ,� L / I ipv I -_ LM . ,7 Ti ard, Ore on 97224 IfiAr AI 1 - _ / �1, IP i►��14 � � Nl i . dill? , �/ � i il MIN sir _ y ,/ -- ' ♦ 1 1 1 I / 1 I / H ECK I I I i I 1 - J ' 1ST FLOOR, SUITE 135 � Ii i ' p 0 1 + Y I I = --- p I )% I 1 ; 1 + p + + p + + � + + � p %OD A Re + '' G „ ..'N dalG L. D • Y HARDWARE R®UPS w d% 1 OREGON• 1 CZ4 , aitO I 1 I I JJ JJI I I I 121__ I'I I'I - -- -L -- I1 — Il 1 i �a 08 O \ i ...1 GROUP 1 : ��� ��, , , „I ___ __ LATCH SET. OFFICE FUNCTION OF o HINGES 1 SUITE 135 REFLECTED CEILING PLAN SILENCERS 3/16” = 1 '-0" WHEN PRINTED ON 22 x 34 PAPER WALL STOP R G ®U P2: LOCK SET: STOREROOM LOCK FINISH SCHEDULE HINGES Room Room m Floor Base Ceiling WALL FINISH CASEWORK SILENCERS _-_ Number Name . Finish Finish ' Finish North East South West Base Cab. Countertop Upper Cab. WALL STOP - - CLOSER 101 RECEPTION CPT-1 R B-1 ACT-1 P-1 P-1 P-1 P-1 _ — REVISIONS 102 CONFERENCE CPT-1 RB-1 ACT-1 P-1 P-1 P-1 P-1 0) 103 BREAK ROOM VCT-1 RB-1 ACT-1 P-1 P-1 P-1 P-1 DATE 104 SERVER CPT-1 RB-1 ACT-1 P-1 P-1 P-1 P-1 MAY 24, 2013 p 105 OPEN OFFICE CPT-1 RB-1 ACT-1 P-1 P-1 P-1 P-1 U _ 106 OFFICE CPT-1 RB-1 ACT-1 P-1 P-1 P-1 P-1 U 107 OFFICE CPT-1 RB-1 ACT-1 P-1 P-1 P-1 P-1 PROJECT NUMBER N 108 OFFICE CPT-1 RB-1 ACT-1 P-1 P-1 P-1 P-1 LEGEND 20094725 Jc 109 OFFICE CPT-1 RB-1 ACT-1 P-1 P-1 P-1 P-1 .3 - -- - - - EXISTING PARTITION OR P_ 0 OBJECT TO BE REMOVED o _ _- -___________ - EXISTING PARTITION TO i FINISH LEGEND REMAIN 0 CODE NAME MANUFACTURER DESCRIPTION NEW BUILDING STANDARD 5 PARTITION E RB-1 GENERAL BASE EXISTING MATCH EXISTING < - - -- -- - - ---- -- --- , c BUILDING STANDARD RECITE { co CPT-1 - BROADLOOM CARPET SHAW MATCH EXISTING ACOUSTIC CEILING GRID ARCHITECTS "- r- VCT-1 RESILIENT FLOOR ARMSTRONG EXISTING - -- - - - - - - - - - ---- EXISTING 2X4 CEILING LIGHT o � --- ---- ---- iC‹ FIXTURE TO REMAIN 1120 NW Couch Street P-1 GENERAL WALL PAINT TBD _ COLOR: TBD, FINISH: TBD, NO V.O.C. _ _ _ _ Suite 300, Portland 17.1 ACT-1 ACCOUSTICAL TILE BUILDING STANDARD MATCH BUILDING STANDARD w NEW OR RELOCATED 2X4 CEILING 0 R 9 7 2 0 9 Q - — -- / LIGHT FIXTURE � - ___ Tel: (503) 224.9656 O WD-1 WOOD DOORS BUILDING STANDARD MATCH BUILDING STANDARD Fax: (503) 299.6273 _ l`�-z?1 2X4 LIGHT FIXTURE TO BE �-2-J REMOVED OR RELOCATED www.gbdarchitects.com I to N c i'C EXISTING CEILING HVAC DIFFUSER o TO REMAIN DOOR SCHEDULE _ o EXISTING RECESSED CEILING LIGHT A-3 M -- FIXTURE TO REMAIN a Door Hdwr. No of Door Door Frame Frame Thresh. Head/Jamb o. Number Type Group Leafs Width Height Mtl. Finish Mtl. Finish Detail Detail Comments + EXISTING SPRINKLER HEAD LOCATION . g th - --- - EXIT SIGN ----___ --- ------- - -- ----------- - -- °- ° 102-1 A 1 1 3' - 0" 8' - 0" WD WD-1 ST P-1 -- 1 &2/A5 EXIT SIGN TO BE REMOVED OR Tenant Approval `-J CO 104-1 A 2 1 3' - 0" 8' - 0" WD WD-1 ST P-1 -- 1 &2/A5 RELOCATED L N - - - - Date o a 105-1 A 1 1 3' - 0" 8' - 0" WD WD-1 ST P-1 -- 1 &2/A5 VISION PANEL s® SMOKE DETECTOR U . ® SPEAKER EXISTING EXTERIOR // WINDOW SYSTEM GLAZING ,G/ \ • ,, �:� • �' i BUILDING STANDARD GYP. BD. •y li. CONTINUOUS MINERAL . , . i : . BLANKET INSULATION. i • . / AND METAL STUD PARTITION WINDOW ::v A, i� /�. ....\ ,... K CONTINUOUS MINERAL . • SILL :�l,.. BLANKET INSULATION. GLAZING STOP \ . ' \y BELOW .. : 1 • • FASTEN METAL STUD ' / 7) .. •. • and CONT. NEOPRENE BUILDING STANDARD TIMELY I GASKET TO EXISTING DOOR FRAME .. • ' ,� Shorenstein Realty Services WINDOW FRAME WITH ' "DOUBLE-STICK" TAPE. One SW Columbia Street,Suite 300 :: DO NOT SCREW GYP. DRYWALL SCREW, (1) NEXT TO Portland, Oregon 97258 BD. TO STUD EACH RETAINER CLIP 7-.::. -%e- Ii DRYWALL SCREW, (1) NEXT TO SILL _ _ _- ` I EACH RETAINER CLIP BELOW I wi 4 SCREW GYPSUM TO - - _� '. SECOND STUD CARPET BUILDING STANDARD TIMELY . '° _ DOOR FRAME Lincoln Center-three Lincoln n Iflifull 10220SW Greenbur Road BUILDING STANDARD WOOD g DooR Ti ard, Ore on 97224 g g 9 PARTITION CLOSURE AT MULLION 5 TYPICAL RELITE SILL 1 TYPICAL DOOR HEAD 3" = 1 '-0" HALF SIZE HALF SIZE AiNACH ECK DRYWALL SCREW, (1) NEXT TO 1ST FLOOR, SUITE 135 9 *, EACH RETAINER CLIP ' e ACOUS. INSULATION 4'-0" EACH SIDE OF nuuuuiumii�_''uummuummuu INSULATED PARTITIONS. • IN cK�N I�r►�` SUSPENDED ACOUSTIC CEILING SYSTEM c h v �� METAL J BEAD c�. '‘. ., _e\ ■ , ONT. i x i" WIDE NEOPRENE GASKET --- �\ ,- ~ AIG L. QA ■ EAD TRACK ` i \\ �' r DO NOT SCREW GYP. BD. TO RUNNER CHANNEL. `� I 33" PREPRINT EXPOSED LEGS FLAT BLACK i�� , • 4 / \ , \ ORTLA RIG N ,L i" TYPE "X" GYPSUM BOARD ON 2i" METAL 'N ,' \ ,' `\ �� 3 08 'A STUDS ® 24" O.C. N� ' `. ,/ `\ a ACOUSTICAL INSULATION. �\,� �\/ \\ BUILDING STANDARD WOOD 1f��. v v DOOR �� OtV `� RUBBER BASE (SEE FINISH SCHEDULE) A A '∎4 CONTINUOUS ACOUSTIC SEALANT UNDER BOTTOM , /1'\ /,\\. ,��, ■ I/ TRACK AND BOTTOM OF GYP. BD. AT INSULATED _ ./ Q � 1 I PARTITION ONLY .•-'► BUILDING STANDARD TIMELY .. CARPET (SEE FINISH SCHEDULE) , ,� a • •�� DOOR FRAME . --EXISTING CONCRETE SLAB FLOOR 6 TYP INTERIOR PARTITION 2 TYPICAL DOOR JAMB 1 -1/2" = 1 '-0" HALF SIZE .\\ �i , 7 i' • BUILDING STANDARD GYP. BD. WHERE GYP. BOARD �� ��\ and METAL STUD PARTITION 'rI WALL OCCURS _ . \ _I1IV i .;rte • . '4 nal DOUBLE STUD AT JAMB, TYP. • \ �\ \ . . . • '. /. REVISIONS • , • o \ BUILDING STANDARD HOLLOW MTL Vii! � KNOCKDOWN FRAME • • \ "\ DATE%. . • ��---'' MAY 24, 2013 a . . ci .114;o 0 1(7) . A I- co A �� BUILDING STANDARD TIMELY PROJECT NUMBER U BUIL \ AP1 DOOR FRAME _ 20094725 2 BUILDING STANDARD HOLLOW MTL 2 ��_ GLAZING STOP KNOCKDOWN FRAME milrf p I _P:iI• GLAZING L• ■ N � = _ U 7 TYP INTERIOR DOOR/RELITE 3 TYPICAL RELITE HEAD E 1 -1/2" = 1 '-0" HALF SIZE Q MFG.: USG \ L i MODEL: DONN DX BUILDING STANDARD GYP. BD. = co DUTY: CROSS TEE HEAVY DUTY and and METAL STUD PARTITION ARCHITECTS CONNECTION DEVICES TO BE I OF AN APPROVED TYPE AND MAX. DESIGN FIXTURE WEIGHT 75 LBS. EXISTING STRUC. DECK '- HAVE 100 CAPABILITY ACTUAL MAX. FIXTURE WEIGHT: SEPERATELY SUPPORTED 1/8" , ABOVE Al # / co CONNECTOR AT TOP OF WIRE: 3/16" SHOT ANCHOR W/ 1 1/8 EMBEDMENT U SEISMIC STRUT: 3/4" CONDUIT W/ POSITIVE CONNECTION TO GRID �_ GLAZING STOP 1120 NW Couch Street c VERTICAL STRUT AT (2) #10 SHT MTL SCREWS, __ . _ BUILDING STRUCTURE OR 3 16" SHOT ANCHORS - �,\ ,'-- ff--`� ,'-- 12'-0" O.C. EACH °I Suite 300, Portland 4,' WAY COUNTERSLOPE HANGERS IF MORE W/ 1 1/8"/8" EMBEDMENT \\� \ � V Q THAN 1:6 OUT OF PLUMB i - L 0 R 9 7 2 0 9 w � .:.. .• - � JC-\ ALTERNATE 45 DEC METAL ^ � LATERAL BRACING �� ' > >� j�� /\ i Tel: (503) 224.9656 O s SECURE ALL HANGERS TO STUDS, 8'-0" O.C. _ 4 BUILDING STRUCTURE \ \ N „ \ / \ Fax (503) 299.6273 cn ADDITIONAL HANGERS ALL s TRAPEZE DUCTWORK AND \ \ (2) #10 SHEET METAL �� / `\ ; \ MEMBERS WITHIN 8 OF • OTHER LARGE OBSTRUCTIONS. \ SCREWS \ 7 \\/ \\ GLAZING www.gbdarchitects.com PERIMETER CROSS RUNNERS FIT POP RIVET RUNNER TO 1 �- BETWEEN MAIN RUNNERS 1 ,� i OU WALL ANGLE AT 2 ADJACENT C WALLS, FASTEN CLOSURE MAIN RUNNERS AT CEILING LEVEL / �� �' �� �' DRYWALL SCREW, (1) NEXT TO n ANGLE W/ #6 SCRIEWS 8" , 4'-0" O.C. , 4'-O" O.C. 4'-0" O.C. SUPPORT EACH RETAINER CLIP co DIRECTLY TO WALL FRAMING 'rVIA 5'-0" O.C. (5'-0" O.C.) [ PAINT (TRACK STUD) E OR PROVIDE STRUT „ ( , ) WITH #12 WIRE AT REVEAL BLACK A.4 Q , 6 -0 MAX , 12 -0 O.C. EACH WAY 4'-0" O.C. OR WITH P STABILIZER BAR BETWEEN LATERAL BRACING AT 12'-0" O.C. EACH WAY. MAIN > #10 WIRE AT 5'-0" USE "PARTITION CLIP" OVER -1- Lc)c� ALL MEMBERS AT PERIMETER RUNNER TO STRUCTURE. BEGIN BRACING WITHIN 6'0" O.C. GRID T-BAR FOR TRACK BUILDING STANDARD TIMELY p c i) OF PERIMETER AND 2'-0" FROM CROSS MEMBER. STUD ATTACHMENT DOOR FRAME cv co o Tenant Approval w . 10 LATERAL BRACING FOR SUSPENDED CEILINGS 8 WALL BRACING DETAIL 4 TYPICAL DOOR/RELITE JAMB N NTS N T S HALF SIZE Q z Date U � . ,