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10220 SW GREENBURG ROAD STE 310 . 9 v r yyy •his s ,:, ,.. - • i n i u • • 9 t 1 1 a. 4 :• NVIN .. 4 « -twa..,W- ••�- Y'IiIYI1Yri.�.W1r.� O'. riO�� i••L. L..e"I�a1�o�.i+IWf�wnW' fYF.'�{P�Yr•.Wa.i.. wI:.IYJ I: _._uvW � - ...: M1� SSSS ..SSSS..,. -,... .,..•.. ,..-. SHORENSTEIN C \� \ _ r ,r• i c � 3 � • C _ m 0 YI u OPEN _ 1 :) p (4 C4 .■ ` L v QI C cn OFF• CEREALTY SE VICES I [ 305 - - — •. m N - • _ - ..J _ _10 5. :x �_, y; TENANT IMPROVEMENT m 2 LINCOLN r , _ -- - 10220 SW GREENBURG RD ` c Co. +I A8.1 pp�N !IT1� / 1 / a+ C aL ao 2) OFT=ICE - - - �� -i a r 4�7 5 - PORTLAND, OREGON m W = Q G r BEAK./ \ , c ago I ) ! 3U4X*N. K i 3 I 06 = 7 LEGEND 1 -111 A cP"r;. - - - - EXISTING CONSTRUCTION TO BE DEMOLISHED ( .a ::: ::. J L2 I -�_01 ) I I i\� I III cV 1 307 • - • Client �X okl I c� OFFICE - — ll_t , EXISTING WALL TO UNDERSIDE OF GRID RECEPTION I PEN "i:, 307 I _ _ _ 1 -� A TUNDERSIDE OF GRID SEE 2/A8.1 301 " OFFICE .` - J - -- b S S NEW WALL 0 ;�r� �.,•. !.. (2) +I 303 ` X, =1 ' EXISTING 2 HOUR RATED WALL lk 4 - 1 YP' `�'�''^�"� EXISTING 1 HOUR RATED WALL _ J 1 -,� `j 6 _ 'l _ ` I_-�' EXISTING DEMISING WALL TO STRUCTURE ��„Y ?DO1 (k IlUtAtW I ` ® NEW BASE FEED 13 (�•�1 F.�J Ttil t ITC n� 302 ~= h. -'fi- EXISTING QUADRAPLEX OUTLET CONFERENCE 30�, NEW DEDICATED OUTLET NEW ctSHOPENSTM � EXISTING OUTLET AND TELEPHONE/DATAs 6 SUM T �� ++'= DEMOLISHED OUTLET ANC TELEPHONE/DATA PARTIAL THIRD FLOOR PLAN 2 REFLECTED CEILING PLAN 3 FURNITURE PLAN IB�VW NOIIPRO'VEIIIIE_ A2.1 1/8"-1'-0" q?0 NEW OUTLET AND TELEPHONE/DATA 2 I.NOOLN GENERAL NOTES t EXISTING LIGHT SWITCH 1= SW � INDEX OF DRAWINGS _ -- - -------- -- - - _— -___.— - -- i,- FIRE EXTINGUISHER DVEFETWD A2.1 PARTIAL THIRD FLOOR PLAN, REFLECTED CEILING PLAN, FURNITURE PLAN, A. DIMENSIONS REFLECT FACE OF FINISH TO FACE OF FINISH, UNLESS NOTED OTHERWISE. c�: EXISTING THERMOS"CAT nofpew ,z11F KEY AND CODE PLAN AVD NOTES B. WALL THICKNESS ARE NOMINAL, UNLESS NOTED OTHERWISE. AP A8.1 DETAILS ELEVATION AND SCHEDULES C. SUSPENDED ACOUSTICAL TILE CEILINGS AT 8'-6"t (EXISTING) AFF, UNLESS x INTERIOR ELEVATION FOR REFERENCE '� NOTED OTHERWISE-. NUM '�C`J .11,E i SCOPE OF WORK - - D. FOR SEISMIC BRA,CING OF SUSPENDED CEILING AND INTERSTITIAL. EQUIPMENT �y� REQUIRED EXIT TM"E" JFF MYS HLA�!1'JS THE SCOPE OF WORK FOR THE PROJECT INCLUDC., INTERIOR TENANT IMPROVEMENTS SEE DETAILS 1/A$.1. �•/u iMoP Dmwtnp �� AR FOOT TENANT N THE 3RD OF 6 FLOORS. E. CENTER ALL DOWN LIGHTS, FIRE SPRINKLERS HEADS, SMOKE DETECTORS odw • FC�rt AN APPROXIMATELY XIMATELY 2,178 SQUARE 00 E 0 AND ALL OTHER CEILING PENETRATIONS IN CENTER OF 2x2 PORTION OF EXISTIIJG CEILING L•RID / OR 2x4 TILE, UNLESS NOTED OTHERWISE. / TENANN/�NT APPROVAL: F. COORDINATE ELECTRICAL REQUIREMENT'S WITH TENANT, ALL ELECTRICAL L�, EXISI ING 2'x4' LIGHT FIXTURE TO REMAIN � �� T P DRAWINGS WILL BE BY DEFERRED SUBMITTAL. "---'=-" .,� ®"'T'C v -- ----- — - - EXISTING x4 LIGHT i�XTURE TO BE RELOCATEf` , G. HVAC CONTRACTOR TO PROWDE FULL SHEET OF THE FLOOR AFFECTED UPON ------------ COMPLETION. -- - COMP:LETION. CONTRACTOR IS RESPONSIBLE TO PROGRAM 'THE OVERRIDE HVAC ® NEW OR RELOCATED 7_'x4' LIGHT FIXTURE OWWW10 L w DESIGN/CODE DATA ALL RIGHTS RESERVED - ---_ - ---'--- —_--_- --- _ GROUP MAGKENZIF ?007 BUTTON. EXISTYNG RECESSED LIGHT FIXTURE TO REMAIN RdW0m in GOVERNING CODE: 200'7 OSSC OCCUPANCY CALCULATION H. ALL. INTERIOR WALLS TO GO TO UNDERSIDE OF GRID UNLESS NOTED OTHERWISE. - THESE MACKENZRAWINGS ARE TNR PROPER j ,:, EXISTING RECESSED FIXTURE TO REMAIN �� � cRouP MACKENZIE AND ARE NOT OCCUPANCY: © 0M)PAl"Cy FLOOR AREA TIMMTS i. ALL INTERIOR DOORS TO 3E SOLID CORE FLUSH WOOD DOORa TO MATCH BUILDING USED OR REPRODUCED IN ANY I CONSTRUCTION TYPE: TYPE 1-6 ASSEMBLY 445 NET SEE CODE PLAN 31 STANDARD UNLESS NOTED OTHERWISE. r w[TH,�ur PRIOR WRITTEN PERILS. ( � OTHERWISE. SITE VERIFICATION EXISTING SUPPLY/RETURN VENT TO REMAL� �. J. OUTLETS INDICATED ARE EXISTING UNLESS NOTED TENANT AREA (APPROY): APPROX. 2,178 S.F. BUSINESS 1,733 SF 18 - REVISIONS: OCCUPANG', LOAD: 49 TOTAL OCCUPANTS 49 HAS BEEN PERFORMED AND PLAN, ELECTRICAL AND CcILING INFORMATION HAS BEEN s EXISTING EXIT SIGN z UPDATE (OBSERVATION IS LIMITED '10 VISIBLE/ACCESSIBLE AREAS), CONTRACTOR TO REVISIONS REVISION DELTA ONE FIt'QUIRED EXIT, ONE EXIT PROVIDED FIELD VERIFY AND CONFIRM ADDITIONAL_ REQUIREMENTS WITH TENANT. • EXISTING SPRINKLER HEAD -> � THIS CLOSING D:ATF ALL EXITS ARE EXISTING AND HAVE APPROPRIATE EXIT SIGNAGE K. FURNITURE' IS SHOWN FOR SCHEMATIC PURPOSES ONLY. TENANT OR TENANT VENDOR *NOTE: AREAS MARKED AS "ASSEMBLY" iYn SHEET BUILDING IS FULLY SPRINKLED AND HAS NFPA SMOKE DETECTION THROUGHOUT TO CONFIRM BUILT CONDITIONS FOR SPATIAL REQUIREMENTS AND FINAL LAYOUTS. ARE CONSIDERED AS "UNCONCENTRATED" WITH ON SITE EMERGENCY GENERATOR FOR FIRE, LIFE/SAFETY BACKUP POWER L. LOWER VOC PAINT SYSTEMS TO BE UTILIZED, TO INCLUDE PRIMERS AS WELL ASSEMBLY: ASSEMBLY: �— �'`� ... AS FINISH PRODUCTS. WAITING=145 BREAK=115 SF —+ DEF"ERRED SUBMITTAL M. LIGHTING SHOWN FOR SCHEMATIC PURPOSES ONLY. OCCi. OCCUPANCY-B OSSC SECTION 106.3.4.2 -(by separate permit] - N. GRID LAYOUT AND RELATED DIMENSIONING AND SEISMIC AS REQUIRED. AESTHETIC — _ .-nMCES5: PLACEMENT AND CONFIGURATION OF THE SEISMIC JOINT TO BE COORDINATED WITH r OH�ICE=1,733 SF FIRE SPRINKLER NOTE: DESIGN BUILDERS FOR M.E.F. AND FP. ARE FULLY fir;« �;' OCCUPANCY=18 do ALARM RESPONSIBLE FOR THE DESIGN OF THESE SYSTEMS/COMPONENTS. THE ARCHITECT. r 0. THE SUSPENDED CEILING DESIGN SHALL COMPLY WITH OSSC 1621, CISCA MECHANICAL THESE SYSTEMS/COMPONENTS Y S SHOWN ON DOCUMENTS ARE SCHEMATIC . ELECTRICAL ONLY: THEY ARE NOT INTENDED TO REPRESENT FINAL/CODE GUIDELINES FOR SEISMIC RESTRAINT FOR DIRECT-HUNG SUSPENDED CEILING -LONGEST COMMON PATH PLUMBING COMPLIANT DESIGN. PRO'✓IDE DESIGN DOCUMENT SUBMITTAL TO ASSEMBLIES -- SEISMIC 3 do 4 AND ASCE - AMERICAN SOCIETY OF CIVIL ENGINEERS - J _ OF EGRESS TRAVEL SHE ,=97_8" SHEET TI>•LE: ARCHITECT OF RECORD FOR REVIEW PRIOR TO SUBMITTAL ASCE 7-02. P. ONLY EVALUATED/APPROVED SHOT-IN ANCHORS ALLOWED FOR USE IN SEISMIC ASSEMBLY: PAR" AL THIRD ADA IMPROVEMENTS OVERHEAD INSTALLATION. CONTRACTOR TO SCHEDULE SPECIAL INSPECTIONS _ CONFERENCE=185 SF � �' _ _ REQUIRED BY CODE IF USING SHOT-IN ANCHORS. REFLECTM CEI — - -—.- -~ Q. ALL DIMENSIONS SHOWN AS PLUS/MINUS (f) ARE FOR GENERAL. LAYOUT AND OCCUPANCY-13 VALUATION OF WORK - $2,000 PLAN, PURNffUPE 257K VALUATION FOR UPGRADEa ;500 REFERENCE ONLY. R. ADD SOUND INSULATION IN ALL WALLS, EXISTING AND NEW, EXCLUDING PARTIAL. 1 PLAN, KEY AND ADA UPGRADE = REMOVAL OF ALL BARRIERS, UPGRADED MISC. HEIGHT WALLS. PLAN AM HARDWARE AND NEW ADA COMPLIANT CABINETRY _ QF TIGARD Conditiomlly Aplxmovrsl......,..,...». KEYNOTES DkAwrJ B`': HYH Sal 1,reder b:Fo14xa,_............4..., 1. ALIGN NEW WAIL 'MTS i EXISTING WALL 8. NEW BUILDING STANDARD ADA RECEPTION DESK, SEE DETAIL 4 AB.1. SUBMIT SHOP ;97 CHECKED BY: SBH/ / r'.�� Tronas I�wu�Ra G == _-- '' i 2. EXISTING CABINETRY AND SINK TO RE► !AIN DRAWING FOR TENANT/AE REVIEW A SHEET: y 3. MODIFY EXISTING LOWER CABINETRY AS REQUIRED TO ADD NEW DISHWASHER. PROVIDE 9. NEW UPPER AND LOWER CABINETRY IN BREAK/WORK ROOM ley: 0 x Tyr SEPARATE PRICING FOR WATERLINE FOR COFFEE MAKER. COORDINATE LOCATION WITH TENANT 10. REMOVE EXISTING CAN LIGHTS . -ATL 4. FURNITURE AND EQUIPMENT NIC. TYPICAL WHERE HALF TONED. TENANT OR TENANT 11. RELOCATE AND/QR ADD ADDITIONAL LIGHTING WHERE INDICATED, TYPICAL VEND " WAU. A21 12. RELOCATED 4- � T FR 5T ll LAYO Xt TO CONFIRM BUILT CONDITIONS FOR SPATIAL REQUIREMENTS AND FINAL 13. NEW ACCENT PAINT,v(2 COLORS) T'0 OCCUR AT 3OX OF WALLS, LOCATION TBD. 4 MELEE AND CODE PLAN LA YOU TS i C� S. WORK STA LION BY OTHERS. COORDINATE POWER REQUIREMENTS WITH TENANT �AII THIRD FLOOR NTS i i. , i 1 iu R F S k r ; ,._:> .., . :. :.•_..i::._- .n t`"�- ,v - .,.w..:,wwrrwriyiMrYr��-- .ar..,...,,..,- �'�3�''"'.`iASUew�.�y.:a�r.•'�'o•?s.:.:. au hip FLOOR OR ROOF STRUCTURE A ANGLE. AT 2 rp �, POP RIVET RUNNEF? TO 7/8 WALL BERC 2 1L 8" MAX. [. �` 3r. j) ADJACENT WALLS. FASTEN CLOSURE ANGLE WITH #6 CLIP SCREWS DIRECTLY TO WALL FRAMING OR PROVIDE STRUT m }, STABILIZER BAR BETWEEN ALL MEMBERS AT PERIMETEF ATTACH STUD TRACK eL J m -I ADDITIONAL 12 WIRE SUPPORT AT ALL MEMBERS THROUGH GRID TO '� 40 O DDONL 1 ` BRACE ABOVE _ _ WITHIN 8" OF PERIMETER �' `� - LATERAL BRACING WITH APPROVED VERTICAL �` -r �/� �' • , ` `�� \ " s SUSPENDED CLG 3 SOUND ATTENUATION &- +" Cc COMPRESSION STRUT AT 12*-Op OC EA WAY - ASSEMBLYBATT LAID HORIZONTALLY COUNTERSLOPE HANGERS IF MORE THAN 1:6 OUT OF PLUMB �q � ABOVE CEILING 4'-0" • 45' CENTERED ON WALL "ATTACHED \�\ _ \ r� IN, ]r _- WAL1_" .o - - ... .- WHERE NOTED. �. �o- CUT TILE FOR TIGH1•-- -- .20 GA 3 1/2" METAL STUD BRACING co �} QOFIT AT WALLS TO FLOOR STRUCTURE AT 8'-0" R _.�..�J.I� _ OC W/ (2) #8 SHEET METAL o C ' � Cci � � OA A 1 2" CASING BEAD USG 200--•A `� RACING I a a� m i 12�TE: FOR UNATTACHED WALLS Pr �3VIDE / •• i--� � SCREWS AT EACH END. 8 A 1 TO 3/4" GAP BETWEE14 EDGE OF ANGLE AND CLIP GYP BD EA SIDE ��%� TO BE PROVIDED WHERE DISTANCEc ti DO NOT SCREW BERC 2 CLIP TO TRACK SOUND BATT AS OCCURS, BETWEEN PERPENDICULAR INTERSECTING SEE PLAN FOR LOCATIONS, � ` 4444_ - -- - ---- -- WALLS OR HORIZONTAL BRACING CL c o a - -- — TABLE MAX. LEGNT' IF APPLICABLE • W •� ,Y c� - CROSS RUNNERS FIT BETWEEN MAIN RUNNERS " s_10" /� - BETWEEN WALLS EXCEEDS 8'-0" OC '� °.�° 0 1 2 DIA CONDUIT IMT 5 C n MAIN RUNNERS AT 4'-0" OC3/44" METAL STUDS--� w o DIA CONDUIT EMT 7-8 _ v a 0 df » SUPPORT WITH 012 WIRE AT 4'-0' OC OR 1 DIA CONDUIT EMT 9'-9" _---.--METAL STUDS tl 16" OC DC ` b -0 MAX­4­4-. GYP BD EA .SIDE _ WITH #10 WIRE AT 5'-0" OC EA WAY SGL 1625125-33 MTL STUD 12'-O" CONT ACOUSTIC SEALANT I TO 1-•5 8»x2OGA CUT TAPER OFF GYP--\ EA SIDE AGAINST TRACK ~ J -- LATERALLY BRACE MAIN RUN JER BD AT WALLS WHICH \ C:� 1F ' STRUCTURE AT 12 -0" OC EA WAY. BACK TO BACK NO SEALANT AT SIM GOND c'v .NOTE: 33 15'•-•0" RECEIVE FLAT BASF Client ALL GRID MEMBERS AND BEGIN BRACING WITHIN 6'-0" OF MTL STUDS 1-58"x20GA CONNECTION! DEVICES TO BE OF AN PERIMETER AND 2" FROM CROSS MEMBER SGL "505125-33 MTL STUD 13'-6" 112- MA)( -- APPROVED TYPE. AND HAVE A 180 SECURE ALL HANGERS TO BLDG (2-1 "x C'A " BOTTOM TRACK TO FINISH CAPACITY. ALL LATERAL BRAVING BACK 1.0 BACK 2505125-33 AB- 15 -0 CONCRETE SL '� FLOOR 'N/ POWDER DRIVEN WIRES TO HAVE A 200# CAPACITY. STRUCTURE. TRAPEZE DUCT WORK MTL STUDS2-1 2"x2OGA ANCHORS AT 4'-0" OC AND OTHER LARGE OBSTRUCTIONS 3 rTN�SUSPENDED CEILING SPACING z 2. NOWBEARING WALL 3 LNOTE: PROVIDE SEISMIC SEPARATION JOINTS IN CEILINGS GREATER NTS 081 AT FLOOR AND SUSPENDED CEILING 3"=1'-0" W 8.11THAN 2,500 SF. PROVIDE HEAVY DUTY GRID SYSTEM. z j SOUND ATTENUATION BATT P-LAM TRANSACTION Project FOAL. AS OCCURS TOP, PL-3 SHOWNS'TM GYP BD WALL AS OCCURSWOOD FINISH ENDS TO 4444 — 1 -----� MATCH BUILDING STD TENAN,j, fM��E 2x PLATE TOP TRACK 2 LNGOLN 10220 SW GFEENBURG '�--DOUBLE STUD AT JAMB, TYP {� 3 1/2" 20 GA METAL STUDSOFiEt101� C) CJ O R SCHEDULE por�n.�.�, DOOR _ DOOR DOOR FRAME HDWR __.- --5/8" GYP BD EA SIDE AT 160 OC DOOR I OPENING SIZE THK TYPE MAT'L FINISH MAT'L FINISH DETAILS GROUP RATING COMMENTS i " 301A 3'-O"x8'-4"f EXISTING DOOR 1 "�� _ +x,134 ,'' STEEL DRYWALL FRAME - - 2 -6 --- -L--.P-LAM 302A _3'-O"x8'-4"f EXISTING DOOR -_ _ _w 7�' _ COUNTER TOP, PL-4 ,304A 3'-0"x8'-4"t EXISTING DOOR _ v N S 307A 3'-0"x8'-4"t 1 FL SC S HMK FF 3 AB-1 H-1 + -- -- RNY5 w % ` 8" W/ WOOD FINISH E V I%_ o R + HARDWARE GROUPS: ABBREATIONS: y \�� VI COUNTER SUPPORTS, PL-4 0 05 `° + MAX 4'--0" OC, PROVIDE H-1: PASSAGE EXIT EXISTING BACKING FOR COUNTERTOP LATCHSET F75 GRADE 1, FF- FACTORY FINISH R / FG FULL GLAZED 4SION PANEL 'Q ATTACHMENT' AS REQ D BUTTS, SEAL, STOPS OF O�' I ►� r / FL FLUSH i iviv v + L3 x 3 x 3/16 x 2'-6" FL/R ►=LUSH WITH ADJACENT REUTE __= - __l.___ + W/ #10 TEK SCREWS TO FL/V FLUSH WITH "CLASSROOM" STYLE VISION PANEL GROUP MACKENZIE ?.007 T- STUD AT 3" O.C. STAGGER, / All RIG'-IT RESERVED SUPPORTS AT 4'-0" OC HG HALF GLAZED + R HMK, HOLLOW METAL KNnCKDOWN THESE DRAWINGS ARE THE i'kUFER GROUP MACKEN7IE AND ARE NOT --- SIDE LIGHT AS OCCURS USED OR REPRODUCED IN ANY MA �_-- WITH 1/4" TEMP GLASS BASE, RB-1 P PAINT 'WITHOUT PRIOR WRITTEN PERMIS l - ' ------ !� 1/4" x 3 x 15TOP S STAIN " " I .•� � ,� i .. :� a '. .•,r �_.. BOTTOM 0 EA. SUPPORT SC SOLID CORE WOOD REVISIONS: - �-- �-� 3/8"dTHRU BOLTS A307 DOOR SCHEDULE COMMENTS: DOOR SCHEDULE NOTES: ;�a REVISIONS REVISION Di I_T A N CEF'TION DESK SECTION " � >� THIS CLOSINC DATE ri*'�T�? INTERIOR DOOR 4 RE � 1. EXISTING DOOR AT EXISTING A. ALL DOCKS/CLOSURES TO EIE CHECKED, ADJUSTED, ra sHE�-r 1"$1'-0RATED CORRIDOR AND/OR REPLACED TO BE IN COMPLIANCE WITH ADA HEAD SIMILAR 3"�1'-O" x,481 " B. ALL TENANT ENTRY DOORS TO RECEIVE' A NEW DOOR o n WITH MORTISE LOCKSET 1�?IE C. ALL SECONDARY DOORS TO HAVE DEADBOLTS REMOVED, 13" PROVIDE ALTERNATE PRICING FOR THE FOLLOWING -- - - A. FINISH ENDS TYF INSTALL COVERPLATES OR CHANGE DOORS AS AVAILABLE D. ALL DOORS, FRAMES AND HARDWARE TO MATCH --+-- - ----- - (2) ADJ. B. ALL COUNTER TOPS, EDGE'S AND -I TENANT BUILDING STANDARDS, MELAMINE SHELF 9ACKSPLASHES, PL-2 -+ / C. SHIM AS REQUIRED — > - - / D. ALL CABINET FACES AND DOORS PL-1 ROOM FINISH SCHEDULE - '++ i OOM FLOOR BASE N. WALL E. WALL S. WALL W. WALL CEILING SHEET TITLE: - -� CEIUNG ROOM NAME MAT'L AT'L MAT'L MAT'L MAT'L MAT'L HT FINISH ----- P—LAM FACES, PL-1 NO FINISH FINISH FINISH FINISH FINISH FINISH MAIL COMMENTS DUALS, EA g 301 _ _RECEPTION EXIST EXISTARB EXIST EXIST EXIST EXIST EXIST A,B,C,UAM S(>iEDUL.Es 4" BACK AND 08.1 302 CONFERENC EXIST —EXIST EXIST EXIST _EXIST EXIST EXIST EXIST > 25" P.L. TOP ! SIDE SPLASH AS 303 - _ _ /P --EXIST -_ - , - R EXISTING OPEN OFFICE EXIST EXIST/IRB EXIST GB/P-1 EXIST GB/P-11 EXIST ExlcT A,B,C,[) OCCURS �� ALIGN W/ LOWERS 3044 BREAK WORK E_XIS T EXIST EXIST EXIST EXIST EXIST EXIST EXIST A,B,C 305 OPEN OFFICE EXIST EXIST EXIST EXIST _EXIST_ EXIST EXIST EXIST A,B,C / - P-LAM COUNTERTOP AND 306 OPEN OFFICE . EXIST EXIST/�t EXIST EX;ST GB -1 EXIST cX15TX[ST A,B,C,D _ r - T A,B,C,D SPLASH, PL-2 �_ -~ rr _ 4444 _ 30? EXIST - EXIST GB --1 EXIST EXIST GB -1 FINISH SCHEDULE NOTES: AffiR,yIA7IQjdS: -- - t r - e 0I A. ALL INTERIOR FINISHES BUILDING STANDARD. COLORS CPT CARPET DRAWN BY: HYH 1 Al)�. MELAMINE 1 it -- - EXIST EXISTING ( ) 1'C► BE COORDINATED WITH OWNER. SHELF, NO DRAWER OR R CHECKED BY: -SBH;JR j SHELF AT SINK LOCATION o _ \ R. PATCHC AND REPAIR WAOLRK. PAINT NEW WALL ONLY TO PB PAINT GYPSUMBOARD r___ 1 1 AFFECTED B _ _\ SHEET: _ MATCH EXISTING. RB RUBBER BASE VCT VINYL COMPOSITION TILE EQ EQ FQ EQ C. PL--1 - MATCH EXISTING VERTICAL SURFACES - -- -� PL-2 - MATCH EXISTING COUNTERTOPS A8.1 y'_8"� PL-3 - RECEPTION TRANSACTION TOP, TBD. VERIFY IN FIEIJ) PL-4 - MATCH EXISTING COUNTERTOPS, TBD. - RU98ER BASE - _ --- F � D. PROVIDE NEW RUBBEf: SASE AT NEW WALLS TO MATCH EXISTING 2070961. JOB NO. 2 -0 �. . C110N i*' IBREAK nm 304 - NORTH ELEVA110N m SCM REVEW , . 05/o2 COUNTER SE A>�� TYPICAL 3 ; � � zo oes ot�a►a�� 15 my' 1771 , 11 Is Is 14 3 0 1 1 M 3 1 " � kry • 10 V 1 go ,f 77 i1 , s��e. ___ - ^—,_. -�— ...-. ._.i-J_.�.:�.m,- _.:...,-_.... ... __.-_.... ,a.u.—,•i�•s�: •rfY1i�.�.aYa._ ._.:.1L.a-�..—._. _L.f...t ai..•,..-- •. 4 ,oda nRsr...�' � .. t r 4 j ,,. > G`I ',r,'• ..,r r. >.ti , } 4.r a 1:81 'id,: •'!'' !;,. } 1 IM - Y�.. ,.w S f .V�& .i r•:M rA h h 9' "iM. d. .:I 4^' - <ik. f.:.,.d. ':.., r..,• I i -.•IF+.•. 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A C0 C_ ao C C _03 6 � m a � ti TENANT IMPROVEMENTm 00 - = p co N L. 4'' Cc • � 2 LIN%(�%OLN3 � • O C 10220 SW GREENBURG ROAD o CD IR c c '0m OPEN r, PORTLAND, OREGON � > � 1 OFFICE �� � Q. 304 Co c o 0 O LEGEND _ • -i to 10 a ,� 4 0 C N BREAK \ I J' _ G— --�� EXISTING WALL_ TO UNDERSIDE OF GRID � > ? � th 305 J C'J ---- 0 m I� IL 0 NEW WALL TO UNDERSIDE OF GRID, SEE 2/A8.1 r---- L./ 304 EXISTING DEMISING WALL TO STRUCTURE Client EXISTING CEILING GRID - fI; I �_ EXISTING 2'x4' LIGHT FIXTURE TO REMAIN r EXIT 3otA EXISTING 2'x4' LIGHT FIXTURE TO BE RELOCATED Nuity OFFICE — • s`, RELOCATED 2'x4' LIGHT FIXTURE RECEPTION F303 -- ;01 r� c U EXISTING RECESSED FIXTURES EXISTING SUPPLY/RETURN VENT TO REMAIN EXISTING SPRINKLER L 0 — Q EXISTING EXIT SIGN Project 302 - �' - - EXISTING OUTLET AND TELEPHONE/DATA SPACE PREP - — SuffE EXISTING QUADRAPLEX OUTLET'_4: OFFICERELOCATED LIGHT SWITCH 302 j C) X_p _ TWO LINCOLN ' 10220 SA�.ly1ROBEE BURG e PARTIAL THIRD FLOOR PLAN / � 2 REFLECTED CEILING PLAN 84134 bra A2.118.-,.-o,. a2•� ,;�.-,' 43 R 0 0 M FINISH _SCHEDULE , ofs / ROOM FLOOR SASE N. WALL E. WALL. S. WALL W. WALL CEILING CEILING • NO ROOM NAME MATT_ MAT'L MAT'L MAT'_ MAT'L MAT'L- HT FINISH dA 1 , Q FINISH FINISH FINISH FINISH FINISH FINISH MAT'L COMMENTS 301 RECEP TION CPT RB P - P P P _ EXIST EXIST +�Op N't INDEX OF DRAWINGS _ _ GENERAL NOTES _ 302 OFFICE CPT RB ~P P - P P EXIST EXIST _ f� C PLAN, NOTES AND SCHEDULES A. DIMENSIONS REFLECT FACE.- OF FINISH TO FACE OF FINISH, UNLESS NOTED OTHERWISE. 303 OFFICE CPT _ RB P P P P EXIST EXIST A2.1 PARTIAL THIRD FLOOR PLAN, REFLECTED CEILING _ --- - A8.1 DETAILS AND ELEVATIONS B. WALL THICKNESS ARE NOMINAL, UNLESS NOTED OTHERWISE. 304 OPEN OFFICE CPT RB P P P L GB/P EXIST EXIST 305 1 BREAK VCT RB GBP GB/p F r P EXIST EXIST GROUP MACKENZIE 2006 C. SUSPENDED ACOUSTICAL TILE CEILINGS AT 8'-6"± (EXi;TING) AFF, UNLESS © ALL RIGHTS RESERVED NOTED OTHERWISE. FINISH SCHEDULE NOTES: ABBREVIA IONS-_ THESE DRAWINGS ARE THE PROPERTY SCOPE OF WORK D. FOR SEISMIC BRACING OF SUSPENDED CEILING AND INTERSTITIAL EQUIPMENT A. ALL INTERIOR FINISHES BUILDING STANDARD, COLORS CPT CARPET GROUP MACKENZIE AND ARE NOT TO USED OR REPRODUCED IN ANY MANN — SEE DETAILS 1/A8.1. TO BE COORDINATED WITH OWNER. EXIST EXISTING WITHOUT PRIOR WRITTEN PERMISSI THE SCOPE OF WORK FOR THE PROJECT INCLUDES INTERIOR TENANT IMPROVEMENTS E. CENTER ALL DOWN LIGHTS, FIRE SPRINKLERS HEADS, SMOKE DETECTORS --- FOR AN APPROXIMATELY 2,178 SQUARE FOOT TENANT ON THE THIRD FLOOR. B. PATCH AND REPAIR ALL EXISTING WALLS WHERE GB GYPSUM BOARD REVISIONS: , AND ALL OTHER CEILING PENETRATIONS IN CENTER OF 2x2 PORTION OF AFFECTED BY NEW WORK. PAINT NEW AND EXISTING P PAINT 2x4 TILE, UNLESS NOTED OTHERWISE. WALLS. RB RUBBER BASE DEFERRED 5< L_ ELECTRICAL >_J THIS Ns REVISION DELTA F. COORDINATE ELECTRICAL REQUIREMENTS WITH TENANT, AL C. PROVIDE NEW PAINT, RUBBER SASE, AND FLOOR FINISH VCT VINYL COMPOSITION TILE Fire Sprinkler » THIS CLOSING DATE DRAWINGS WILL BE BY DEFERRED SUBMITTAL. THROUGHOUT. Fire Alarm __ ww SHEET DESIGN DATA G. HVAC CONTRACTOR TO PROVIDE FULL SHEET OF THE FLOOR AFFECTED UPON COMPLETION �tccliilnicul __` Plumbing _ yr. - CONTRACTOR IS RESPONSIBLE TO PROGRAM THE OVERRIDE HVAC BUTTON Ilectrirut GOVERNING CODE: 2004 OSSCH. ALL INTERIOR WALLS TO GO TO UNDERSIDE OF GRID UNLE�iS NOTED OTHERWISE. 'FrusrEngineering -+--- OCCUPANCY: B 1. ALL INTERIOR DOORS TO BE SOLID CURE FLUSH WOOD DOORS TO MATCH BUILDING ti114111I)rowinps _ CONSTRUCTION TYPE: TYPE I-B STANDARD UNLESS NOTED OTHERWISE. Other i TENANT AREA 178 S.F. 2 APPROX APPROX): . , 1 —�—� J. ( J. OUTLETS INDICATED ARE EXISTING UNLESS NOTED OTHERWISE. SITE VERIFICATION HAS BEEN OCCUPANCY LOAD: 12 PERFORMED AND PLAN, ELECTRICAL_ AND CEILING INFORMATION HAS BEEN UPDATED. _CITY OF TIGARD (OBSERVATION IS LIMITED 10 VISIBLE/ACCESSIBLE AREAS). CONTRACTOR TO FIELD ApprovedZ_-"1L........... ... -+--- F tiw ONE REQUIRED EXIT, ONE EXIT PROVIDED mditionany!,p,prwnd.................... VERIFY AND CONFIRM ADDITIONAL REQUIREMENTS WITH TENANT. AREA OF WORK — ar only the w as described in: ��� _ ALL EXITS ARE EXISTING AND HAVE' APPROPRIATE EXIT SIGNAGE K. LOWER VUC PAINT SYSTEMS TO BE UTILIZED, TO INCLUDE PRIMERS AS WELL �— --- .. _ - - < r Y t PERMIT NO. oUb SHEET TITLE: z, BUILDING IS FULLY SPRINKLED AND HAS NFPA SMOKE DETECTION THROUGHOUT AS FINISH PRODUCTS. " Sae letter to: Fo to ttich. ....... ";)5? L�)' WITH ON SITE EMERGENCY GENERATOR FOR FIRE, LIFE/SAFETY BACKUP POWER L. LIGHTING SHOWN FOR SCHEMATIC PURPOSES ONLY. lob cs �DG � tl�pv�M. GRID LAYOUT AND RELATED DIMENSIONING AND SEISMIC AS REQUIRED. AESTHETIC PLACEMENT ANDrte. �-- d PARTIAL THIRD +' CONFIGURATION OF THE SEISMIC JOINT TO BE COORDINATED WITH THE ARCHITECT. FLOOR PLAN, 4 AND ASCE AMERICAN SOCIETY 0"x_ REFLECTED CEI DEFER L. N. THE. SUSPENDED CEILING DESIGN SHALL COMPLY WITH OSSC 1621, CISCA — GUIDELINES FOR SEISMIC RESTRAINT FOR ''k 4 DEFERRED SUBMITTADIRECT—HUNG SUSPENDED CEILING ASSEMBLIES — SEISMIC 3 do — C �N NOTES T, L + OF CIVIL ENGINEERS -- ASCE 7-02 0M.ir "n' Y" OSSC SECTION 106.3.4.2 (by seporote permit) _ „ „��,t� 8 } i» AND LE FIRE SPRINKLER NOTE: DESIGN BUILDERS FOR M.E.P. AND FP. ARE FULLY 0. ALL DOORS ARE EXISTING AND ARE TO REMAIN. Co"tltructIon Typs & ALARM RESPONSIBLE FOR THE DESIGN OF THESE SYSTEMS/COMPONENTS. - RewlCorridor JC' MECHANICAL THESE SYSTEMS/COMPONENTS SHOWN ON DOCUMENTS ARE SCHEMATIC i FneryyCodo KEYNOTES Accessibility .•aC'- DRAWN BY: 'MRR ELECTRICAL ONLY: THEY ARE NOT IN-(ENDED TO REPRESENT FINAL/CODE � ,, PLUMBING COMPLIANT DESIGN. PROVIDE DESIGN DOCUMENT SUBMITTAL TO ------ ---- --- --___ _� ARCHITECT OF RECORD FOR REVIEW PRIOR TO SUBMITTAL I. ALIGN NEW WALL WITH EXISTING WALT_ CHECKED BY. SBH, JR 2. ALIGN NEW WALL WITH THE EDGE OF EXISTING COLUMN OFFICE COPY SHEET:-� 3. NEW CABINETRY, SEE DETAIL 4/A:8.1 - 4. RELOCATED LIGHT SWITCH FROM SOUTH WALL ADAIMPROVEMENTS 5. MAINTAIN C 1RRENT PLUMBING LOCATION IN WALL_ 6. EXISTING DOOR IS STORED WITHIN SUITE, REINSTALL AND REPAIR AS REOUIRED. A9 R - - 3 KEY PLAN ` I VALUATION OF WORK Q $500 PASSAGE SET HARDWARE. LATCHSET F75 GRADE 1, BUTTS, SEAL do STOPS --_ _ 25X VALUATION FOR UPGRADE =125 A2,1 THIRD FLOUR NTS ADA UPGRADE REMOVAL OF ALL BARRIERS, UPGRADED MISC. JOB NO. 202M14 HARDWARE AND NEW ADA COMPLIA14T CABINETRY r PE • 03/01/ OfO�tlr1!'�prN\IS•At 1 OrO Jt 03MI Os On,, °lN+M �'�ifMRNpf+MR.ac1FYu9rn�mn+wc+s.+w'a,uxaw, Ih,+r».•'�e•�+,n-»,...�t�—....,,... ........... -•.. . ._-,,. ,.•�..,..+.�,._..._.__._.r..wrw,.r• _,+r+. ._-..� ..I,,,r.•. 17Y1 tr. i !• t't" f 3 I I� ! All#4 I; U s. 6. 1 lh i3 •1 } a FLOOR OR ROOF STRUCTURE NOM5t POP RIVET RUNNER TO WALL ANGLE OR PROVIDE STRUT k FINISH ENDS, TYP D. ALL COUNTER TOPS, EDGES AND STABILIZER BAR BETWEEN ALL MEMBERS AT PERIMETER B. CONFIRM REQUIREMENTS BACKSPLASHES, PL-2 LL c 3 m fl—ADDITIONAL /12 WIRE SUPPORT AT ALL MEMBERS (2) ADJ. WHITE FOR ALL EOUIF.AENT/APPLIANCES E. ALL CABINET FACES AND DOORS PL--1 m i IL 0 WITHIN 8" OF PERIMETER ATTACH STUD TRACK MELAMINE SHELF PRIOR TO CONSTRUCTION OF s LATERAL BRACING WITH APPROVED VERTICAL STRUT THROUGH GRID TO > _ CABINETRY v _ : C 1' \ BRACE ABOVE 41 - - C. SHIM AS REQUIRED r k O M o AT 12'-0" OC EA WA -COUNTERSLOPE HANGERS IF MORE THAN 1:6 OUT OF PLUMB SUSPENDEU CLG 3" SOUND ATTENUATION w r o .ASSEMBLY BATT LAID HORIZONTALLY ABOVE CEILING 4'-0" P-LAM FACES, PL-1 ; < 45 CENTERED ON WALL 3o; m -- -- - WFIERE NOTED. 4" BACK AND O r V�O 20 GA 3 1 2" METAL STUD BRACING SIDE SPLASH AS 71 'Q CUT TILE FOR TIGHT / > 25" P.L. TOP CEILING O 0 FIT AT WALLS TO FLOOR STRUCTURE AT 8'-0" W -- - OCCURS-- _ ALIGN W/ LOWERS o c 0 OC W/ (2) ,{18 SHEET METAL CASING BEAD USG 200-A SCREWS A7 EACH END. BRACING �' P-LAM COUNTERTOP AND c m GYP BD EA SIDE TO BE PROVIDED WHERE DISTANCE SPLASH, PL-2 `�' o 0 / J - —EXISTING PLUMBING o c n. _ SOUND BATT AS OCCURS, BETWEEN PERPENDICULAR INTERSECTING �`+ 5 o c -- SEE PLAN FOR LOCATIONS, IN WALL, VERIFYCL WALLS OR HORIZONTAL BRACING -- -- -'- • �- CRUSS RUNNERS FIT BETWEEN MAIN RUNNERS IF APPLICABLE o � LOCATION � W � ¢ a�D �— BETWEEN WALLS EXCEEDS 8'-0" OC (1) ADJ WF117E MELAMINE I N O '� A MAIN RUNNERS AT 4'-0" OC - INSULATE EXPOSED METAL STUDS SHELF, NO DRAWER OR - - - - � • m SUPPORT WITH 12 WIRE AT 4'-0" OC OR _ - -- PIPES PER ADA CODE c 2 G v Y R4 6'-0" MAX N o W 0 $. C4 WITH 10 WIRE AT 5'-0" OC EA WAY �.�METAL STUDS > SHELF AT SINK LOCATION / GYP BD EA SIDE ,,� j OPEN BELOW PER - c LATERALLY BRACE MAIN RUNNER TO CUT TAPER OFF GYP CONT ACOUSTIC SEALANT w _ _ _ _ ADA CODE f a NOTE: STRUCTURE AT 12'-0" OC EA WAY. BD AT WALLS WHICH �EA SIDE AGAINST TRACK w - - - - - ALL GRID MEMBERS AND BEGIN BRACING WITHIN 6'-0" OF RECEIVE FLAT BASE NO SEALANT AT SIM COND EO EO PERIMETER AND 2" FROM CROSS MEMBER PL-I Client CONNECTION DEVICES 70 BE OF AN 112' MAX �l APPROVED TYPE AND HAVE .A 180/ SECURE ALL HANGERS TO BLDG RUBBER BASE BOTTOM TRACK TO FINISH CAPACITY ALL LATERAL BRACING STRUCTURE. TRAPEZE DUCT WORK CONCRETE SLAB I FLOOR W/ POWDER DRIVEN L— _ ~ - y Equi Office WIRES 70 HAVE A200/ CAPACITY. AND OTHER LARGE OBSTRUCTIONS u ANCHORS AT 4'-0" OC 2 -'O" ltll 1 SUSPENDED CEILING BRACING o a� NON—BEARING WALL ;< COUNTER SECTION W a BREAK ROOM A8.1 NTS U A81 AT FLOOR AND SUSPENDED CEILING 3"=1'-0" W (A38,)lTYPICAL. 3/4"=T'-0'• a A8.1 Project-_- - SPACE PREP SURE 310 TWO 134COLN 10220 SW OREEND)UM PORTLAND, OR �p lD ARS #4134 Jf3F m R SOF' 01%�0 ® GROUP MACKENZIE 2008 ALL RIGHTS RESERVED THESE DRAWINGS ARE THE PROPER GROUP MACKENZIE AND ARE NOT USED OR REPRODUCED IN ANY Y WITHOUT PRIOR WRITTEN PERMI ,A REVISIONS: 8 N� REWSIMS REVISION DELTA d THIS CLOSING DATE p SHEET SHEET TITLE: DERAILS AND 4 ELEVATIONS 11 DRAWN BY: MRR Y4 , CHECKED Sr. SBH, JR SHEET: A8.1 JOB NO. 2020951. PERMIT SETS 09/01/ ®!ly\Mpl�l}Nl pp AT OMM V M 1011H11111111imit b. I r. ¢, ..I1 Irl 1 11 I :, f . . II i It OMMI IR ^ .. ♦1 �_ . .. 25 X 11P 1 f e�1^ I 1 � "I"�^`�MfM111AEE ,