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10260 SW GREENBURG ROAD STE 250 f 'e .I lk 5 , of C0 — C 4 Q W C CRM 3 d? Cr a0 � I 16. 0 oa ms Q o a"o m U o 0 0 ZZANIN NC OSU 0 L. ::) C14 0 10 s <<ISTING CONSTRUCTION TO BE DEMOLISHED CO r-------� EXISTING !MALL TO UNDERSIDE. OF GRID 3 TENANT IMPROVEMENT o r- i EXISTING 2 HOUR RATED WALL � 0 tb V ►* i ® EXISTING 1 HOUR RATED WAI-L EC 0 LINCOLN TOWER _ C ar■■�� EXISTING DEMISING WALL TO STRUCTURE o m BURG NCE 10260 SW GREEN o /IUM INTERIOR ELF.VA TION FOR REFERENCE aCl go p to PORTLAND, OREGON — C " O 1 KEY NOTE FOR REFERENCE ` ' to a v o 4 a > M r� `At .- O 0 ' wr E= REQUIRED EXIT INDEX OF DRAWINGS li U 01) t- 0- 10 �. ----- - -- --•--- -------- -- CIlent e A2.? PARTIAL SECOND FLOOR PLAN, DEMO PLAN, KEY PLAN, SECTION AND NOTES A8.1 REFLECTED CEILING PLAN AND DETAILS SCOPE OF WORK _ 8 Equity Office THE SCOPE OF WORK FOR THE PROJECT INCLUDES INTERIOR TENANT IMPROVEMENTS 0 , ,. ...17 1 PL..AN +�� ' � FOR AN At .PROXIMATELY 405 SQUARE FOOT TENANT ON THE 2ND FLUOR. DESIGN DATA � -- — --------------- ---_ —_----- —__�—._— Project VOTESGOVERNING CODE: 2004 OSSC 2W FLOOR ?>ral; w; ;r �N►. " _— -__ _ _.�.— OCCUPANCY: BWMAJOC . v as- c • t : _':„1110. 041 Of T AIL S 2 t 3/A8.I CONSTRUCTION TYPE: TYPE I-8 8CL ares•-v r •w ant, sr '* 4A.-IL) UAJAKWAIL AND SILL. ENTIRE LENGTH. VERIFY EXISTING TENANT AREA (APPROX): APPROX. 405 S.F. •mWAr"r W I r .,M w M0 'jll A 'AJA OCCUPANCY LOAD: 5 4www,. t wwl%m CA V rl., CLO N G CONS TRUC TION, DEMO ANY PORTION CONFLICTING TOWERW" 4010 "@M1%9"?VW6 kla0f'Y A% REQ10' 0 8YV REQUIRED TO MAINTAIN FULL WORKSTATION, ONE REQUIRED EXITS, ONE EXIT PROVIDED ( mmm -Ammll"r 41 1 ellfl w* ALL EXITS ARE EXISTING AND HAVE APPROPRIATE EXIT :.'IGNAGE M-AW), OFEWN ►' + ­0pr•Vilift *44a '*,Vo +moi MrQWTK ►KJID -i)VEN BUILDING IS FULLY SPRINKLED AND kAS NEPA SMOKE DETECTION THROUGHG'JT A WITH ON SITE EMERGENCY GENERATOR FOR FIRE, LIFE/SAFETY BACKUP POWER ArAtDA, r - �5� �� NOTES DEFERRED SUSMIITAL #4134JUT _ -__— -- �e 4WU ` if k7 0 1, WISH TO FACE OF FINISH, UNLESS NOTED OTHERWISE. OSSC SECTION 106.3.4.2 (by separate permit) — ----- ---- 934I a 41 w '"W400 aM WaWPsAt. L"..ESS NOTED OTHERWISE. FIRE SPRINKLER NOTE: DESIG'. UILDERS FOR M.E.P. AND FP. ARE FULLY • A. Naar'wt SOW,&10 AN Ex115TWG L*4.ESS NOTED OTHERWISE. SITE VERIFICATION HAS BEEN do ALARM RESPGNSIBLL `JR THE DESIGN OF THESE SYSTEMS/COMPONENTS. RT i R "810140` + a* #%AA, WCMICAL AND CEILING INFORMATION HAS BEEN UPDATED. MECHANICAL THESE SYSTEMS/COMPOifNIS SHOWN ON DOCUMENTS ARE SCHEMATIC C_ ELECTRICAL ONLY: THEY ARE NOT INILNDED TO REPRESENT FIIIAL/CODE a sir 4. "e y1e AWrtD TO VfvA&_F/ACCESSIBLE AREAS). CONTRACTOR TO FIELDQ� COMPLIANT DESIGN. PROVIDE DESIGN DOCUMENT SULIMITTA! TO of 040 ONR 'Nliil W AtlQITKNAL RECUIREJME:NTS MOTH TENANT. ARCHITECT OF RECORD FOR REVIEW PRIOR TO SUBMITTAL O Ajs' l e'i t/`, TO I* UTILIZED. TO INCLUDE PRIMERS AS WELLOC GROUP +rri "1sMt►1h ++W*1i'a t +na a atw 'isM6 at tx�trsrC, AS R£!Xl(RkD AROUND NEW CONSTRUCTION. RIGHTS�RESER ZIE 2006 ADA IMPROVEMENTS __ _ _ _ '+�► w- Kw �.1"SM fiK3oOcV (MALLS AND CEILING TO MATCH EXISTING P-1. - � THESE DRAWINGS ARE THE PROPERTY OF " +� .wc wl�allr Er?Sr1N1G CARPET WHERE AFFECTED BY NEW WORK. VALUATION OF WORK = �. SPECIAL INSRE.C'TION REQUIKFD GROUP MACKEN71E AND ARE NOT TO BE +1►+ K ip fltAs r TO MATCH EXISTING WHERE INDICATED. 2576 VALUATION FOR UPGRADE = :1.625 State of Qrt3 ort Structurxll S cial Code USED OR REPRODUCED IN ANY MANNER, rift' 1�. : __,._•�,- ____-____�t --- WITHOUT PRIOR WRI'iEN PERMISSION ADA UPGP.ADE REMOVAL OF ALL BARRIERS .__._n___ r_- D Concrete and Reinforcing tSt*al REVISIONS: 3'-7'f WIDE GLAZING 0 Butts Installod in Cmicreb 2�3 NEW SOFFIT - NEW BUTT- ON SIDES �, ki- " r 2 1 GLAZED SYSTEM X Z O Special rYllOnlent-Resistin Concrete FranN � SHEETVISIONS REVISION DELTA g >_J THIS CLOSING DATF +I v►_ EXISTING WALL BEYOND Cro SHEET "" M>< r EU EV-% EQ_ 1'-T EQ. EQ._ EQ. EQ_ 1'-7. x �- C] Reinforcing Steal 3 PrwetreainQ Steel Tendons Structural Vlieiding '::.. .. is raM4§h1ni.+,+r.w.,rwG,,.:pp4Yb`Nni'�.�tl+aeet M wrtrrr.wi- ,_ —�—.— �-+ - 0 High-Strength bolting - ' r.. // / / 0 Structural Masonry - M Reinforced Gypsum Concrete LD Insulating Concrete Fill 0 Spray Applied Fire-Resistive Mlaterilt11111111 --- - NEW WALL L7 Pilings, Drilled Piers xnd Calwargl ' SHEET TITLE: 1 0 Sltotrrete N — --- -- ---- ---- --- SECOND -- _-----_------- ------------- "--- --L - ! Cl Special Grading,PxCaysllOA✓Af1dFOW (N vipan~'T7°a PARTIAL SEMW 0ecui,snrr Lna/ c" 0 Smoke-Control SystW- --- - �- EXISTING FASCIA Comtniction T ! ya O Other Inspections ���� PLAN, DBAO Rotted Corridor w KEY�y PL' w -- M Anmsibitity SKI, " AID NOTES P. DEFERRED - hre Sprinkler „l.1 App", /.L- C1/,aSS VCCL�I , - EXISTING FURR-OUT Fire Algins _ cOW-Mir DRAWN BY: JKT Mcchenical For oNti' r� 1 PlumhinR FERMI I Z'u�9X)o60` DCC 6-l" CHECKED BY: SBH, JRH� [:Icctricel See Letter t, r----- 4 Trus rngineerinRr �P�G v ,Sw (j SHEET: Ship OrowingsA� TlC '7(,4 0!!,cr A2.1 FIRST FLOOR ff C0 l — 2 JOEL N0. OFFICE C(}PY --- 2020954.38 k PERNNT %T- 02/07/2006 A_ 02M5436\Mp1\36-x.21 DSC ,MT 02/01/06 12 06 t 06 00 tl t , i ' "' '.':... :. tl .. .. �•MwrYwu ys-.r.r...-..•.'v.i..w.y„_• ...n.. -+. ..... ... �......�+�....w._--..- - -_ _,._ ..._._.... .... .. -- I {III !111 1 I ! , n, !!i'„ u I :i '' I! I! :!ii {<k0 Ar �m!! �III11li.1!IIIiII'll�lllllllll�1111 �ill�illl�lil },� !.I'll�lllllllll�llllill! �NII�iL Ill.tllllllill�ll lil IIII����! ,I ." I . II il11 j II1�111f11 Ill�i',111 i lig !flli�lll,l!III1IIl111tll�llll1lIll�1111�1111i1!IlJill.�llliJl!I1) 10.1Tr!tM 2 3 4 7 1� +� 10 1 1 12 13 14 is 17 ie 19 0 21 22 23 24 25 28 27 28 29 30 `" r,pt+t rgi oa -,,,. �t ► 1 0.l I •�. tJ I ` ,'�.�.�d�l,t,a.11.1 ��,�1�1�i1t�l�l.t�l!1�l.1 i„1�,�1.1,1.1.�d�.i�. � l�,1 �.1,�1.t.�•1�1 �11��t�:�J�.1.�,1� .�,�l�,i.�Jalel.�.i,�lll,�,i�.!�.I�.l�lll.�,a� a :w iXr�1 . y} .. 11. : J r -- — r ,r I� /-- --- TOP OF WALL DETAIL PER o c'' c Q % L :GIEND x/AX., --- I 362S125-43 STUD BRACING o m a -- + o EXISTING CEILING GRID 0 TO UNDERSIDE OF EXISTING � p � o � ._-�� I FLOOR O 6'-0" oc o o :) to a 0 NEW RECESSED WALL WASHER I ( ALTERNATING W/ (2) /8 r 0 c 0 EXISTING LIGHT FIXTURE SMS AT EA END 0 NEW OR RELOCATED RECESSED CAO TO MATCH EXISTING �, \� 3 ti CO t- EXISTING 2'x4' LIGHT FIXTURE TO REMAIN I —362S125-18 O 16" oc ' 1° � � co :. EXISTING 2'x4' LIGHT FIXTURE TO BE RELOCATED I '%i PROVIDE NEW SUPPORTS `� AS REQUIRED 0 0NEW 2 x4 LIGHT FIXTURE 45 ; �45' `o GYP. CEILING PER PLANSCx a 1 ~ EXISTING SUPPL.Y/RETURN VENT TO REMAIN - - ----' '� a c i O W .• Q EXISTING SPEAKER B�, CE_ILING { 49 00 ' 8 -11 AFF � ` i a ao L EXISTING SMOKE DETECTOR Q N 1 �1 O 'a 3/4" PLYWOOD, ENTIRE (� (��� W +- C cvi m EXIT SIGN LENGTH OF WALL n a I I 0 0) w- a- w O n x EXISTING SPRINKLER HEAD — GYP BD Client NEW CEILING HATCH hB/-GYP BD - - ' -- 8' 0" AFF e� GLAZING CHANNEL 'GLAZING12- MPERED BUTT- Equity ()ff ice -- -- u•4 KEYNOTES WuE EXISTING LIGHTS 2 BUTT GLAZING HEAD CONDITION" 1. REJbIo 6 dip 2. EXISTING SUSPENDED GYP. BD. CEILING TO REMAIN. Project �! 2W FLOOR I I+ 1/2` TEMPERED BUTT- Bia-(su ' GLAZING # TOP OF SILL — I.3x3x)fi POST O LBO" TOWER O 2'-8' A.F.F. UNSUPPORTED END OF 090 n SW CF9390 (1 WALL S k 4'-•0' oc MAW. O 1 PAINT THIS SIDE OF WALL Ir- ,&T/ANGLE SUPPORT O 2'-0` AFF � TO MATCH EXISTING FASCIA S�V BELOW - EXISTING BRASS SILL OF 5/8"tx3 3/4'x6", 12" OC �� #4134 ' BUTT-GLAZED CULASS —� VERIFY THICKNESS 1N FIELD �V C"" RAILING, REMOVE AND ,.,--RUBBER BASE ���� ��� VERIFY CONDITION OF WELD PLATE TO EXISTING STL. FLOOR CONSTRUCTION 3' ANGLE, 1/4" WELD ALL AROUND, T a BELOW 4 - _ VERIFY EXISTING CONDITION O� EXISTING CARPET GG FINISH EXPOSED TOP OF FLOG W/ 5/8" GYP. BD., `' EXISTING SLAB GROUP PAINTED TO MATCH FASCIA © ALLRIGHTSS 2006 Mac ALL RESERVED SERVED THESE DRAWINGS ARE THE PROPERTY OF EXIT TING GYP, BD.----" GROUP MACKENZIE AND ARE NOT 10 BE IN Y MANNER. FASCIA USED WITHOUTRPRIOR WITTTEN EPRODUCED AN --- --EXISTING CONSTRUCTION REVISIONS: J _I —A REVISIONS REVISION DELTA 3 BUTT GLAZING SILL CONDITION THIS CLOSING DATE I it o SHEE-T 1 112"=1' 0' SHEET TITLE: LECTM vrllp r M YA#a a \d{..ei M rte, `" ` #' PLM ASD DUA" DROWN BY: JKT CHECKED BY: SBH, JRH SHEET: A8.1 JOB NO. 2020.754.316 . .,. r GrW SET 02/07/2WO 020.136\MCN\36—Mt UM: Mt 02/07/06 1206 It - i .,. , IY4da ..'•;..:1a JUIt1�2gEi A,1 - .. .. - .. : ,... ,�.."M r..�' '. 3 4 IO i 11111 III I Illfl l I I S GOII 121 2 `c, 2'ill�lll ll�li C(il O 2 I IIIIIII�IIII�III:IIII�IIII�IIII'lll ' II� I liil . "Illill 11 " rT � I' ''" 'I' � !! 4 16 1 7 118 I 2 2 3 2 n e 27 28 293 J : MONI 8,1 I I QI Q 02 �.�i�.�l� JI�J.���lat� �1► , l I `, ia�la.l,�.l�,l�,.i.l�.t�l.I�al��l � �,. ',�.l�J�t�l�1.L�J�I�.I�!.�l,t! ,� ►�l.�l�.1J„'��.u.LJ.��'�,1>rl�.���ial.u���a,�.°�,. uii j a