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Plans (10) BU P2018-00185 Y OWNER lvi . SHORENSTEIN REALTY SERVICES SWLOCult Streat ROB FABIAN - PROJECT MANAGER - CONSTRUCTION Architecture Interiors RFABIANOSHORENSTEIN.COM Planning Engineering ® { i eI 5335 MEADOWS ROAD. SUITE 275 WEND r I } ,i i I I I LAKE OSWEGO, OREGON 97035 //lc, I�ll `T"!� ;ll- llil!� r- O - _ I :, _ j' _______1111.1.1.H - PHONE: 503 472-4844 I ENANT IMPROVEMENT , ;. =1riv--.. } fSUN nn t 6'. INCOL — _ ! ___J f I CEJ -1---0-+. U1� ' //® ' 1 ' 4 f I1 I; ' Q 4, _ }:g � • S7Rl1C7l�RFl7 PAf2IKIM11- l' +� / - — _.� f CITY��'T1( ARD �., II, I -- 911114i7- LINCOLN TOWER LILA �DiVI5��i Portl�lnd, OR i� 0 /.. \ ;iT, ,,i. i i.� I l l f l 1 503.224.9560 ��'"'�,� t r.1 ;<<i. II,�I Iii, IIlllllil GENERAL CONTRACTOR Vancouver, WA / - _... .�,. _ � L ,>i,�lrl�,i 1'I tl:il , 10260 SW GREENBURG RD OPS 360.695.7879 =� • �� I ��, � RUSSELL CONSTRUCTION OFFICE C s,�t % WA �`-'-. ; i 1I 1I ' Ill' �7i� DONN STURDIVANT/ARNE WAYRYNEN 206.749.9993 1 _ _ __ �'';_ """" CLISISEftiO _��rr.`-, c.__ �E , I'p `;.::' -• DSTURDIVANTORUSSELLCONSTRUCTION.COM TIGARD OREGON www.mcknze.com P'°':: - o 1+ : \-/ 20915 SW 105TH AVENUE 7 CITY OF TIGARD 47 T. `-_-- - �' I ''= -S �' % TUALATIN, OREGON 97062; u - - �. "f �r PHONE: (503)692-9002 REVIE D FOR CODE COMPLIANCE MACKENZIE �. - - E s' raveds \ 1 i r"— A o Cum'NT FOCUSED 3 � � � a iNcot -V cr - _ / OTC• a■uaH :Mom s i' �, , _ _T _1.. '-'i/� ,/ LEGEND Permit #: ���- $� Client f b.2_, ,,;,, 5; ' 411 = / i Address: l/ �1 lii0 1�',\\;\t' \\''''k `� ••;t•.s' O �; , _ E. I i r/f --- EXISTING CONSTRUCTION TO BE DEMOLISHED ;, << = INDEX OF DRA!VVINGS �. at�• ` + suite #� t 1 . t � f Dr _,_� 2 -, )- dig f1 0 , 71 I � �� �\ , EXISTING WALL TO REMAIN G0.01 TITLE SHEET, SITE PLAN, KEY PLAN, CODE SUMMARY AND NOTES s H I� R E s T E I N Nr �� ' ; III I;1LI-' r'. A7.10 DEMOLITION PLAN, PARTIAL TENTH FLOOR PLAN AND NOTES :'` NEW WALL TO UNDERSIDE OF GRID, SEE 4/A5.20 A1.11 DEMOLITION REFLECTED CEILING PLAN, REFLECTED CEILING PLAN AND NOTES GUT ' 5/ .' f, II� r i —..,� it'11 I,,I,i �---«2,......!,.."12, .k, " I l ` EXISTING 2 HOUR RATED WALL TO REMAIN A4.10 ELEVATIONS, DETAILS AND SCHEDULES I� ���`111� �IIl. � 6..e. 11 A5.20 DETAILS \, .'s -) I I • II�II i = EXISTING 1 HOUR RATED WALL TO REMAIN «yl "- _ .I-i l f 1 I` . = AREA OF WORK •., -0 y 1:7S RUC-UZC�PARKING STRUGTUR p PARKING SCOPE OF WORK _ EXISTING DEMISING WALL TO REMAIN Project \, i i:i ;I I ti Mti i i h --- 1 1 .1T i.,,f l E.1 i 1.+, ,,_, IN THE SCOPE OF WORK FOR THE PROJECT INCLUDES INTERIOR LANDLORD IMPROVEMENTS VACANCY SPACE �� -_it , i r- = - - - - - NEW MDF BASE FOR AN APPROXIMATELY 7,006 SQUARE FOOT VACANCY ON THE TENTH OF TWELVE PRICI- ; I'! lli I 'Il SW Oak Street EXISTING DUPLEX OUTLET FLOORS. WORK TO INCLUDE DEMOLITION, NEW WALLS, DOORS AND RELITES, NEW SUITE 10550 � NEW DUPLEX OUTLET CABINETRY AND NEW LIGHT FIXTURES. °' 2255' 50'100' 200• D NEW DEDICATED OUTLET TENANT APPROVAL: LINCOLN TOWER �` EXISTING COVERPLATE LOCATION TO RECEIVE NEW VOICE/DATA ROUGH IN LOCATION 10260 SW QREENBURG RD. 1 SITE PLAN EXISTING COVERPLATE DESIGN/CODE DATA TIGARD, OREGON , GO,0 10TH FLOOR NTS GOVERNING CODE: 2014 ()SSC EXISTING LIGHT SWITCH OCCUPANCY: B • 1 . . ft. NEW LIGHT SWITCH WITH OCCUPANCY SENSOR CONSTRUCTION TYPE: TYPE I-B `� EXISTING THERMOSTAT OCCUPANCY LOADTENANT AREA : 70 �OPPROX. 7,006 S.F. � � UL .', ; . � ,� REVIEWED FOR • i____ DISTANCE BETWEEN EXITS = 77'-4" , 0 KEY NOTE FOR REFERENCE 2 REQUIRED EXITS, 2 EXITS PROVIDED CODE COMPLIANCE ?EGONALL EXITS ARE EXISTING AND HAVE APPROPRIATE EXIT SIGNAGE PQ' 0. ■ ■ = 01.±111 ■ ■ ArkINTERIOR ELEVATION FOR REFERENCE BUILDING IS FULLY SPRINKLED AND HAS NFPA SMOKE DETECTION Q •^,y WITH ON SITE EMERGENCY GENERATOR FOR FIRE, LIFE/SAFETY BACKUP POWER OF 0 L f ALIGN FACE OF FINISH WITH FACE OF FINISH `►' SEPARATE PERMIT �- © MACKENZIE 2018 0�1� DOOR NUMBER SYMBOL ALL R[GHTS RESERVED 2014 OSSC SECTION 107.3.4.2 (separate permit by others) THESE DRAWINGS ARE THE PROPERTY 7.1)-- /* � 1T OF MACKENZIE AND ARE NOT TO BE EXIT REQUIRED EXIT FIRE SPRINKLER USED OR REPRODUCED IN ANY MANNER, f, . FIRE ALARM WITHOUT PRIOR WRITTEN PERMISSION MECHANICAL EXISTING CEILING GRID ELECTRICAL REVISIONS: 'I I I PLUMBING 2‹ EXIT ILLUMINATION t� REVISIONS REVISIONODELTA i. Mi 5� THIS CLOSING DATE DEMOLISHED 2'x4' LIGHT FIXTURE �o SHEET 0____ ____ NOTE: DESIGN BUILDERS FOR FP. ARE FULLY RESPONSIBLE FOR THE DESIGN OF THESE i 1 1- !>< Xli .• EXISTING SUPPLY/RETURN VENT TO REMAIN SYSTEMS/COMPONENTS. THESE SYSTEMS/COMPONENTS SHOWN ON DOCUMENTS ARE �' SCHEMATIC ONLY: THEY ARE NOT INTENDED TO REPRESENT FINAL/CODE COMPLIANT o . o -„ ' ® EXISTING SMOKE DETECTOR DESIGN. PROVIDE DESIGN DOCUMENT SUBMITTAL TO ARCHITECT OF RECORD FOR REVIEW I I 0 C0 4rI — _mss EXISTING EXIT SIGN - =' i:,�lt: ._ -- 1 . _ _ . ■- o EXISTING SPRINKLER HEAD I I it=li- Xa ., ..... NEW LITHDNIA 2ALL4 2`X4' LIGHT FIXTURE VALUATION © PROPOSED EGRESS LIGHTING PATH, 1 FOOTCANDLE TO BE 7 CONFIRMED THROUGH SEPARATE PERMIT VALUATION OF WORK = $76,000 SHEET TITLE: • TITLE SHEET, ' PROJECT GENERAL NOTES SITE PLAN, KEY PLAN, CODE "l`�"[ A. THE DRAWINGS LOCATE PRODUCTS, SURFACES, AND MATERIALS AND THE NOTES CONVEY DESIGN INTENT. THE PROJECT INTENT IS TO PROVIDE FOR A COMPLETE, WORKING SYSTEM. SUMMARY AND B. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE LATEST ADOPTED BUILDING CODE EDITION, AND TO CONDITIONS AND SPECIFICATIONS OF ALL GOVERNING AUTHORITIES. NOTES C. VERIFY AND CONFIRM ALL CONDITIONS, DIMENSIONS, AND LAYOUT INFORMATION PRIOR TO START OF CONSTRUCTION. NOTIFY MACKENZIE OF ANY DISCREPANCIES PRIOR TO START OF WORK. ANY CORRECTION WORK REQUIRED AS A RESULT OF NOT REPORTING SUCH DISCREPANCIES SHALL BE PERFORMED AT NO ADDITIONAL COST TO THE OWNER. II �� i _ • ■ D. CONTRACTOR AND SUBCONTRACTORS SHALL CAREFULLY EXAMINE THE SITE AND THE CONSTRUCTION DOCUMENTS OF THE ENTIRE WORK. INCONSISTENCIES IN THE PLANS OR SPECIFICATIONS SHALL BE CALLED TO THE ATTENTION OF MACKENZIE. E. REFER TO ENLARGED PLANS AND ELEVATIONS WHERE INDICATED FOR ADDITIONAL INFORMATION. ENLARGED PLANS TAKE PRECEDENCE OVER PLANS OF SMALLER SCALE, AND DETAILS TAKE DRAWN BY: KGB LONGEST COMMON PATH OF EGRESS TRAVEL = 28'-10" = OF THE DIAGONAL = 53'-0" PRECEDENCE OVER PLANS. IN THE CASE OF A CONFLICT, THE HIGHEST COST OPTION SHOULD BE PRICED. F. DETAIL REFERENCES SHALL BE APPLIED TO ALL INSTANCES WHERE THE SAME CONDITIONS OCCUR, UNLESS NOTED OTHERWISE. AREA OF WORK G. THE TERMS "ABOVE FINISH FLOOR" (AFF) AND "FINISH FLOOR ELEVATION" (FFE) REFER TO FINAL FINISHED FLOOR ELEVATION, WHETHER BUILT-UP SLAB, COMPOSITE DECK, OR RAISED ACCESS CHECKED BY: EJC, PDK 2 KEY PLAN FLOOR. H. DO NOT SCALE DRAWINGS. SHEET: I. CUTTING AND DRILLING OF STRUCTURAL MEMBERS NOT DETAILED REQUIRES THE WRITTEN PERMISSION OF THE STRUCTURAL ENGINEER OF RECORD. ri GO.0 10TH FLOOR NTS J. SAVE AND RECYCLE DEMOLITION DEBRIS AS APPLICABLE. ALL DEMOLISHED OR REMOVED EXISTING MATERIAL SHALL BE LEGALLY DISPOSED. COORDINATE WITH CITY OF TIGARD REQUIREMENTS FOR RECYCLING/RE-USE OF DEMOLITION DEBRIS. NORTH K. THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE RESULTING FROM THEIR WORK. THE CONTRACTOR WILL COORDINATE CLEAN UP OF ALL AREAS AFFECTED BY DUST OR ANY MATERIALS, GO.01 BOTH DURING CONSTRUCTION AND UPON COMPLETION OF THE PROJECT, INCLUDING THE INSIDE OF ALL WINDOWS AS NECESSARY SO THAT THE SPACE IS READY FOR OCCUPANCY BY TENANT. L. ALL DESIGN-BUILD ITEMS, SYSTEMS AND ELEMENTS ARE TO BE SUBMITTED FOR REVIEW AND APPROVED BY MACKENZIE. M. EXISTING MATERIAL NOTED TO BE RETURNED TO THE OWNER SHALL BE SAFELY STORED AND PROTECTED UNTIL IT IS REMOVED FROM THE SITE BY THE OWNER. CONTRACTOR SHALL JOB N0. CITY OF TIGARD COORDINATE WITH THE OWNER. 215095477 Approved byPlanning Date: 6- 19-1g PERMIT SET: 06/12/2018 Initials: 215085477\4_DRAWJNG5\ARCHITECTURAL\77_G0.01.DWG KGB 06/12/18 08:28 1796.00 ■ GENERAL DEMOLITION NOTESfrl . / 4\ %F A. REMOVE EXISTING FLOORING THROUGHOUT. PATCH, REPAIR AND PREP SUBSTRATE AS 4' *' A011 *;� + REQUIRED TO RECEIVE NEW FINISHES. SEE SHEET A4.10 FOR FINISHES. ' ..•,`••" B. THE CONTRACTOR SHALL CAREFULLY EXAMINE CONSTRUCTION DOCUMENTS FOR THE ,/* INCLUDING BUT NOT LIMITED TO BUILT CONDITIONS OF M.E.P. IN WORK. ANY CONFLICTS, Architecture interiors t ° THE PLANS SHALL BE CALLED TO THE ATTENTION OF THE ARCHITECT/DESIGNER, SO THAT THE CLARIFICATION CAN BE ISSUED. Planning Engineering /1C. SALVAGE ALL DEMOLISHED COMPONENTS AS POSSIBLE. RETURN TO LANDLORD FOR ii ` 's FUTURE USE. _ --iji - //' D. SAVE AND RECYCLE DEMOLITION DEBRIS WHERE POSSIBLE. COORDINATE WITH CITY OF TIGARD REQUIREMENTS FOR RECYCLING DEMOLITION DEBRIS. * CT.': E. CAP ALL ABANDONED PLUMBING, ELECTRICAL CONDUIT, AND OTHER UNDER SLAB • "� IUTILITIES AS REQUIRED. Portland, OR r' * *� F. RETAIN EXISTING FIRE EXTINGUISHERS FOR FUTURE USE. 503224.9560 G. EXISTING STRUCTURE TO BE LEFT UNDISTURBED AND INTACT. PERFORM NO DEMOLITION Vancouver, WA • THAT MAY COMPROMISE THE STRUCTURAL INTEGRITY OF THE BUILDING WITHOUT WRITTEN 360.695.7879 ,t # • ;* APPROVAL OF THE ARCHITECT/DESIGNER. H. SALVAGE ALL EXISTING DOORS AND HARDWARE FOR LANDLORD'S RE—USE. Seattle, WA rw TF _. — ... •.,. . n ; 206.749.9993 _ www.mcknxa.com II I �' CD .. _. GENERAL NOTES • - MACKENZIE )L4— :1711 9 F A. ALL EXISTING CONDITIONS TO REMAIN, EXCEPT NOTED BELOW. oIIISN D IVtN 1 e>,■HT FOCVI■o =i= �'r * * * * +i� * * * ' '` y " B. DIMENSIONS REFLECT FACE OF FINISH TO FACE OF FINISH, UNLESS NOTED OTHERWISE. i .} El _� Client • FE; ..: C. WALL THICKNESS ARE NOMINAL, UNLESS NOTED OTHERWISE. g` D. ALL INTERIOR WALLS TO GO TO UNDERSIDE OF GRID UNLESS NOTED OTHERWISE. _;� ` \ E. ALL INTERIOR DOORS TO BE SOLID CORE FLUSH WOOD DOORS TO MATCH BUILDING iiimilmillilailliaiiiiiidiT . Alli __,b 111 STANDARD UNLESS NOTED OTHERWISE. ;; IV `` F. OUTLETS INDICATED ARE EXISTING UNLESS NOTED OTHERWISE. SITE VERIFICATION HAS ?' .. 4. BEEN PERFORMED (ON 06/07/2017, WHILE VACANT) AND SITE OBSERVATION HAS BEENrii G� r; \\ S SHORE STE I N * * „'T' .;, ,� PERFORMED (ON 06/11/2018, WHILE VACANT) AND PLAN, ELECTRICAL AND CEILING ''�:� INFORMATION HAS BEEN UPDATED (OBSERVATION IS LIMITED TO VISIBLE/ACCESSIBLE ;;, x AREAS). CONTRACTOR TO FIELD VERIFY AND CONFIRM ADDITIONAL REQUIREMENTS WITH ; ._' .PPy r .1 i r It '' TENANT. 41 ' %', G. ELECTRICAL, DATA AND SWITCHING LOCATIONS INDICATED ARE SHOWN TO CONVEY #� `jk+� 0 "0-_--__-•-' i‘/ GENERAL INTENT ONLY, COORDINATE ELECTRICAL/DATA SWITCHING REQUIREMENTS WITH ---a " ^ ": 41 LI ^ TENANT AND PROVIDE DRAWINGS BY DEFERRED SUBMITTAL. Project ° f " + " °` t ,;k H. NO VOC PAINT SYSTEMS TO BE UTILIZED, TO INCLUDE PRIMERS AS WELL AS FINISH VACANCY SPACE } } } { PRODUCTS. x ^ ■ ` I. ALL DIMENSIONS SHOWN AS PLUS/MINUS (±) ARE FOR GENERAL LAYOUT AND REFERENCE I. >F %:� r Rte SUITE 1050 .___., ': •• �, �4: ;;, ;;'` ,� ONLY. VERIFY AND CONFIRM ALL DIMENSIONS AND CONDITIONS PRIOR TO START OF WORK. "5�.� " '�' / NOTIFY ARCHITECT/ENGINEER OF ANY DISCREPANCIES PRIOR TO START OF WORK. J. ADD SOUND INSULATION IN ALL NEW WALLS. "�A / K. PROVIDE FLOORING LAYOUT AND SEAM DIAGRAM FOR ARCHITECT'S REVIEW AND APPROVAL. ` 1���y�//'��� ���� {��'o L\\\ IIII(I��� J, .______.. 4 j ......._ ti_._._____.e., ___ z____.,, .J4,__. A 10260 ,1-wL+1e7 syVr.�■�L'r'w����A�A�{���■GREENBURG �. �1 ■ 3 • 1,W'1,N..� OREGON • T DEMOLITION KEYNOTES / . �,, \ AA. RE—USE EXISTING PLUMBING LOCATION, IF FEASIBLE. T-S--------"VR-1j$7— ■ • �y„ � BB. RE—USE EXISTING DOOR AND RECITE FOR NEW LOCATION, SHOWN ON 2/A1.10, IF f Ct t FEASIBLE. PROVIDE NEW AS REQUIRED. 4/ . I' • ■ KEYNOTES 1. ALIGN NEW WALL WITH EXISTING WALL. i %-7/ DEMOLITION PLAN Iv, 2. NEW/RELOCATED 3'-0" WIDE FRAMED RELITE TO MATCH EXISTING SUITE STANDARD, 1'41 O 0� SEE DETAIL 6/A5.20. �+' A •� 1/8 =i�_O" 3. NEW UPPER AND LOWER CABINETRY, SINK, FLOODSTOPPER AND PLUMBING. ' / 4. ALIGN EDGE OF FLOORING TRANSITION WITH EDGE OF WALL. 5. ARROWS INDICATE INSTALLATION PATTERN OF LONG DIRECTION OF LW. ,- MACKENZIE 2018 ` 6. NEW PAINTED MDF BASE, WHERE INDICATED BY -- — — — . AEE RIGHTS RESERVED THESE DRAWINGS ARE THE PROPERTY III OF MACKENZIE AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION O REVISIONS: CP da iii F- REVISIONSREVISION DELTA i —0— 13,-11" -/ J THIS CLOSING DATE ui a o SHEET © XIS LVP ( CPT PLANK 1 •` __ I I [I OPEN OFFICE �,r I 1 1 I Ali l - t 61� t , : ''.......r 11012 1 U 1 LOBBY I - : SERVER COLLAB COLLAB 1 1001 1 I _ BREAK 0 : 1 1015 1 X 1014 1 1 1013 1 I _ ILi2L1 w Cc 3gC ■ I I LVP I 4 LVP _ MI 71 k 07 4. j°3— 4138 o V �++iC+i'� + 1 + --- no: . . • CPT Pi A NK a 0,1 / SHEET TITLE: / ,.r. " 10 0 CPT PLANK 0 CPT PLANK 0 / PARTIAL TENTH 0 FLOOR PLAN AND OPEN OFFICE NOTES ■ 11002 ) //% ■ ■ ■ DRAWN BY: KGB fo CHECKED BY: LJC. PDK 42/0 '1740 I IxIS xis Ii I ZED 'CO SHEET: OFFICE CONFERENCE OFFICE OFFICE OFFICE OFFICE OFFICE OFFICE OFFICE 11003 11004 1005 11006 110071 11008 1 11009 I 1010 11011 1 . a= g.. gc ,=, n e• 0 e• e• A1 .1O ' • II' , JOB NO.2150954.77 PARTIAL TENTH FLOOR PLAN Ci l9 1/8"=1'_O" PERMIT SET: 06/12/2018 215645477\4_DRAWINGS\ARCHITECTURAL\77_A1.10.0WG KGB 06/12/18 06:28 1:46.00 IN, ° : GENERAL NOTES II A. SUSPENDED ACOUSTICAL TILE CEILINGS AT 8'-11"± (EXISTING) AFF, UNLESS NOTED . ,, ' N, OTHERWISE. * B. FOR SEISMIC BRACING OF SUSPENDED CEILING AND INTERSTITIAL EQUIPMENT SEE DETAIL Architecture ■ interiors I ° ° / 2/A5.20. Planning • Engineering ° ° ` C. CENTER ALL DOWN LIGHTS, FIRE SPRINKLER HEADS, SMOKE DETECTORS AND ALL OTHER H CEILING PENETRATIONS IN CENTER OF TILE, UNLESS NOTED OTHERWISE. — ° ° D. COORDINATE ELECTRICAL REQUIREMENTS WITH TENANT, ALL ELECTRICAL DRAWINGS WILL BE _ __• .,BY DEFERRED SUBMITTAL. O o E. HVAC CONTRACTOR TO PROVIDE FULL SHEET OF THE FLOOR AFFECTED UPON COMPLETION. - - _ CONTRACTOR IS RESPONSIBLE TO PROGRAM THE OVERRIDE HVAC BUTTON. Portland, OR - ' ': F. REPLACE DAMAGED AND SOILED CEILING TILES WHERE AFFECTED BY CONSTRUCTION TO 503.2'24.9564 ° I MATCH EXISTING. Vancouver', WA 1/�I II G. LIGHTING LAYOUT IS SHOWN FOR PRELIMINARY DESIGN INTENT ONLY. FINAL LIGHTING LAYOUT 360,695.7879 TO BE PROVIDED BY THE ELECTRICAL CONTRACTOR AND IS DEPENDANT ON OREGON ENERGY ___I - - CODE ALLOWANCES AND EXISTING BUILDING INFRASTRUCTURE IN CEILING. ELECTRICAL Seattle, WA J. Q a CONTRACTOR TO REVIEW ALL REQUIRED LIGHTING LEVELS AND DISTRIBUTION AND NOTIFY 206.749.9993 u : . ARCHITECT OF ANY CONCERNS OF FOOTCANDLES OR FIXTURE PLACEMENT LOCATION WITHIN 0 ° 0 / www.mcknze.com -- 1-1— ANY AREA OF THE SPACE. CONFIRM NEW LIGHT FIXTURE PLACEMENT DOES NOT INTERFERE O II WITH NEW WALL CONSTRUCTION AND SAT MAIN GRID LINES, RELOCATE IF REQUIRED. FINAL A ; _;_ LAYOUT TO BE REVIEWED AND APPROVED BY LOCAL JURISDICTION THROUGH DEFERRED MACKENZIE :r ,- - • Il I ,, • SUBMITTAL. Dalian DO,V:n I CLIIINT FOCIJlluD . - 1 I i ° ° Client o , . - — >C ° : �� KEYNOTES ° 0 .;.▪ i.• •T-i-ill O I� 1. EXISTING SAT MAIN GRIDLINE, TYPICAL, AS IDENTIFIED DURING SITE OBSERVATION. •- ' 16\ OBSERVATION IS LIMITED TO VISIBLE IDENTIFICATION OF CONSISTENT MAIN LINES. ANY — . ..... - 0 ll , 0 * VARIATIONS TO BE CONFIRMED ON SITE BY CONTRACTOR. s H a a s T e i N _: ° ° O O : ; __ _: 2. PROVIDE NEW LITHONIA 2ALL4 2'X4' LED LIGHT FIXTURES WITH DIMMERS THROUGHOUT. ;_,_ - I r : , ' ; , 3. RELOCATE EXISTING CEILING COMPONENTS AS REQUIRED PER NEW LIGHTING LAYOUT. 1>/ .:.,. a , .:: i_ .... ,... If� : :;:; t t _ a ° . - IXI IXC 0 0 • ; ° Project 1-1- r : : VACANCY SPACE :;:;-- X. : . : _;.: ,I PREP . : • . 4 SUITE 1050 ® ® 0 ® 0 : ' .- ° u a . ' LINCOLN TOWER i 12 , . I r _ 10260 SW GREENBURG RD. " p , , . . . , . , T CARD, OREGON ._ .,:. ..i.;. -t-i- a -t"t" 0 •-i-i'' a -t-i• -i'l" . / - &.\\•.1. e.t.a. .-:_}•, '-t-i' -t-t- _ -1-I- •%•4. 44' .4.4.• .i.4.' . .Ir^r- -..,- •-;-;- ..... / 11 .ti.\\ (c4kilL15 1414' , P —� —Ail �.TT IIIIV ' � r . ,4N1 - I L `.ice . A1 HillF r_ \ _ � � 1 DEMOLITION REFLECTED CEILING PLANi l • / - ; • , I, ;• 1:(1 „.. 1/8"--v-o" ° _ ' OF Wi A1.11 7:::Z I 1 _ 7' MACKENZIE 20}8 o ALL RIGHTS RESERVED ;' " /// THESE DRAWINGS ARE THE PROPERTY . OF MACKENZIE AND ARE NOT TO BE _ ,, iiiI USED OR REPRODUCED IN ANY MANNER, 11 WITHOUT PRIOR WRITTEN PERMISSION LIZI' — REVISIONS: Z II O S~ THIS ONSCLOSING DATE EVISION DELTA THIS o r- _LI A ° .o SHEET 727,77-77///1"//1 'I .+... li it II IlrJill iWi I 'Ilili V'I 1.ilrl 'IW Ilu JI Il rll iW ria ry lY.l iI IILi Ii 11.1 IIIV II liriu lF •II dr rde41. < - '' . I I I O F. �, I 4- .. i 1104KA ° . . rte '� I,-- CO I7., I I ���� TW. r� I SHEET TITLE: .1�� • ° jHi ji DEMOLITION [.,x, ° � } -�- o /,� REFLECTED I /" � ° TV. (1) XI I/�! I' '~ CEILING PLAN, f e / REFLECTED rYP. I�/ ej rte ,I, T-:- ,�,, r T� -T . �� CEILING PLAN / /7 >ii ,/ / /'/`�/// 7 7/r , r ,1 /, 4-//, 7 E' / , `� � AND NOTES o ® o oz / A . ® II el 1 - - - - - - / DRAWN BY: KGB �� II _ I I� ��s CHECKED BY: i 1HH IC I � LJC. PDK I Id , _ SHEET: i L I —I- i 11 _ In . , , _ l---1 . , . 1 11 .. 1 I , 1 L Al ....: 1 . , l I JOB N0.21���■� 2 REFLECTED CEILING PLAN , A1.11 1/a9=1'-o" PERMIT SET: 06/12/2018 215095477\4-DRAWINGS\ARCHITECTURAL\77. A1.11.DWG KGB 06/12/18 08:29 1:96.00 NOTES: A. FINISH ENDS, TYP E. SHIM AS REQUIRED B. CONFIRM REQUIREMENTS AND SIZES F. ALL CABINET FACES AND DOORS, PL-1 FOR ALL EQUIPMENT/APPLIANCES G. ALL EXPOSED EDGES AT DOORS AND =_ - PRIOR TO CONSTRUCTION OF SHELVING TO BE P-LAM TO MATCH CABINETRY ADJACENT VERTICAL SURFACES C. ALL COUNTER TOPS, EDGES, AND H. RE-USE EXISTING PLUMBING LOCATION BACKSPLASHES, PL-2 WHERE OCCURS. D. CONTRACTOR TO PROVIDE DEDICATED OUTLET FOR BLACK GE #GLDT690JBB ADA DISHWASHER Architecture • Interiors Planning • Engineering Ark Alith laip 4 CEILING �', 10,-1i" Portland,OR ALIGN W/LOWERS 503.224.9560 REFRIGERATOR, NIC n zN n n n -.�% - - •-,o"- -\r - r- -, INSULATED Vancouver,WA -. _ _,cam _.�,_ �.— 1 360.695.7879 DOOR SCHEDULE HARDWARE GROUPS = • �- I EXPOSED PIPES Seattle,WA e o PER ADA CODE 206.749.9993 DOOR DOOR DOOR FRAME HARDWAREPROVIDE I NO. OPENING SIZE DETAILS GROUP RATING COMMENTS H-1: PASSAGE i N;�_ : _ _ — _ ,._� I DISHWASHER www.mcknze.com THK I TYPE I MAT L I FINISH MAT L I FINISH LATCHSET. F75 GRADE 1, : --°° , OPEN BELOW PER EXIST 3'-0x8'-9" EXISTING DOOR 3 BUTTS, SEAL, STOPS i i (.2:-X-7----)'. ' r ADA CODE MACKENZIE. 1001A PR3'-0x8'-9" — GL GL CLR - - 7,8,11/A5.20 H-2 20 MIN 1 H-2: LOCKING ENTRANCE ivy �. NV -rTr vvI o.iuN oRrviN I CLIINT POCW�o BOTTOM RAIL MOUNTED THUMB " Client 1013A 3'-0x8'-9" 1-3/4" FL SC S HMK FF 6/A5.20 H-1 - 3 2 -0 1014A 3'-0x8'-9" 1-3/4" FL SC S HMK FF 6/A5.20 H-1 - 3 DUST PROOTURN DF STRIKE EANDR D ,2'-2" 2'-9" 121-0" 2'-0" ± 3'-O" " SIGNAGE ON TENANT SIDE � CLR./ » CLR. N 1015A 3'-0x8'-9" 1-3/4 FL SC S HMK FF 1O/A5.20 H-3 - 2,3 "THESE —11 IY THESE DOORS TO REMAIN cn GENERAL NOTES UNLOCKED DURING BUSINESS I HOURS", BUILDING STANDARD 4 CABINt i HY ELEVATION c: m SHORE STEIN A. ALL DOORS/CLOSURES TO BE CHECKED, ADJUSTED, AND/OR REPLACED TO BE IN COMPLIANCE WITH ADA. CPULL, PJVOTS, CONCEALED I B. ALL DOORS, FRAMES AND HARDWARE TO MATCH BUILDING STANDARDS. PROVIDE BRUSHED STAINLESS LEVER CLLOSEOSE R . 4.10 ® BREAK 1016 1/4"=1'-0" w HARDWARE AND HINGES TO MATCH BUILDING STANDARD DOORS THROUGHOUT. H-3: STOREROOM/SERVER 13" CLR. C. VERIFY DOOR HEIGHT DIMENSIONS. APPROXIMATE MEASUREMENTS BASED ON FIELD OBSERVATION. LOCKSET, F86 GRADE 1, BUTTS, - ' D. NEW DOORS MAY BE PULLED FROM EXISTING BUILDING INVENTORY OR RELOCATED WITHIN SUITE WHERE SEAL, STOP U.N.O. , SCHEDULE OF INTERIOR FINISHES POSSIBLE. 4 (2) ADJUSTABLE MELAMINE Project » » COMMENTS ABBREVIATIONS w = - SHELVES, TYP PREP VACANCY SPACE CPT-1: CARPET TILE PLANK, TBD, 18X36 , INSTALLATION: HERRINGBONE *CONTRACTOR TO PROVIDE FLOORING LAYOUT AND SEAM DIAGRAM FOR w SUITE 1050 ARCHITECT REVIEW AND APPROVAL 1. NEW BUILDING STANDARD FULL GLAZED TENANT ENTRY DOORS. PROVIDE BRACING ABOVE CEILING AS EX EXISTING N _ 1 REQUIRED PER NEW ASSEMBLIES. PATCH AND REPAIR CORRIDOR WHERE AFFECTED BY NEW CONSTRUCTION. FF FACTORY FINISH 1 LVP-1: LUXURY VINYL PLANK, TBD MAINTAIN CORRIDOR FIRE RATING AND MATCH DOOR FIRE RATINGS AS REQUIRED BY CODE. 2. PROVIDE LOUVER AT NEW DOOR. GL TEMPERED GLASS • �� UPPER CABINETS, DEPTH UNCOLN TOWER VCT-1: VINYL COMPOSITION TILE, TBD 3. PROVIDE BRUSHED STAINLESS LEVER HARDWARE AND HINGES TO MATCH BUILDING STANDARD DOORS HMK HOLLOW METAL KNOCKDOWN MAY VARY AS REQ'D, 10260 SW GREENBURG RD. THROUGHOUT. S STAIN > 25" P.L. TOP SEE CASEWORK ELEVATIONS TIGARD, OREGON PL-i: PLASTIC LAMINATE ON VERTICAL SURFACES AT BREAK, TBD SC SOLID CORE WOOD W ,' ,' , LU U.N.O. PL-2: PLASTIC LAMINATE ON COUNTERTOP AND BACKSPLASH AT BREAK, TBD FINISH LEGEND 1'-5" MAX 4" BACKSPLASH, RETURN • P-1: GENERAL PAINT, TBD O AT END WALL CONDITIONS TO FAUCET E N. WALL E. WALL S. WALL W. WALL CEILING CONTROLS �. '` RB-1: RUBBER BASE, TBD ROOM ROOM NAME FLOOR MAT'L BASE MAT'L MAT'L MAT'L MAT'L MAT'L MAT'L CEILING COMMENTS • NO. FINISH FINISH FINISH FINISH FINISH FINISH FINISH HEIGHT -� � , 1; s� 1001 LOBBY LW MDF P P P P EXIST EXIST f WRAP ALL EXPOSED PIPE PQ 0, PER CODE *� 1002 OPEN OFFICE CPT RB GB/P P P P EXIST EXIST 2 1003 OFFICE CPT RB P P P P EXIST EXIST 2 " _ �1 OF 0• 8 z o 1004 CONFERENCE CPT RB P P P P EXIST EXIST 2 / m z I : z Net 1005 OFFICE CPT RB P P P P EXIST EXIST 2 , 1 r• I ;n a a. © MACKENZIE 2018 —� N 1 OPEN BELOW PER CODE ALL RIGHTS RESERVED 1006 OFFICE CPT RB P P P P EXIST EXIST 2 " ......;_N THESE DRAWINGS ARE THE PROPERTY O BE 1007 OFFICE CPT RB P P P P EXIST EXIST 2 6 �, 0 OF MACKENZIE AND ARE NOT ANE Q USED OR REPRODUCED IN ANY MANNER, 1008 OFFICE CPT RB P P P P EXIST EXIST 2 WITHOUT PRIOR WRITTEN PERMISSION 2 -O 1009 OFFICE CPT RB P P P P EXIST EXIST 2 ,' ,' Dill REVISIONS: 1010 OFFICE CPT RB P P P P EXIST EXIST 2 . Z 8 CABINET SECTION 1011 OFFICE CPT RB P P P P EXIST EXIST 2 int REVISIONS REVISION DELTA 5e THIS CLOSING DATE 1012 OPEN OFFICE CPT RB P P P P EXIST EXIST 2 co TYPICAL 3/4"=1'-0" m v 101.3 mo SHEET COLLAR CPT RB P P GB/P P EXIST EXIST 2 13" CLR. I 1014 COLLAB CPT RB P P GB/P P EXIST EXIST 2 U.N.O. d' 1015 SERVER VCT RB P P GB/P GB/P EXIST EXIST 4 I' (2) ADJ. I 1016 BREAK LVP RB P GB/P GB/P P EXIST EXIST 3I I MELAMINE SHELVES • FINISH SCHEDULE NOTES: w I I I I ABBREVIATIONS: P-LAM FACES I I A. ALL INTERIOR FINISHES BUILDING STANDARD, COLORS TO BE COORDINATED WITH LANDLORD. CPT CARPET TILE PLANK w B. PATCH AND REPAIR ALL EXISTING WALLS WHERE AFFECTED BY NEW WORK. PAINT NEW AND LVP LUXURY VINYL PLANK Li Li =---1==i1---"' EXISTING WALLS. EXIST EXISTING SHEET TITLE: C. PROVIDE NEW FLOOR FINISH AND RUBBER BASE THROUGHOUT. GB GYPSUM BOARD I I t P PAINT ELEVATIONS, FINISHRB RUBBER BASE DETAILS AND SCHEDULE COMMENTS: VCT VINYL COMPOSITION TILE > 25" P.L. TOP SCHEDULES 1. PROVIDE NEW LVP-1 AT LOBBY. PROVIDE NEW 4" HIGH PAINTED MDF BASEBOARD WHERE MDF MEDIUM DENSITY LU SIDE SPLASH WHERE LVP OCCURS. FIBERBOARD w OCCURS 2. PROVIDE NEW CARPET TILE PLANK, CPT-1, THROUGHOUT. w 3. PROVIDE NEW LVP-1 AND RUBBER BASE, RB-1, AT BREAK. N __.. P-LAM COUNTER TOP AND 4. PROVIDE NEW BUILDING STANDARD VCT-1 AT SERVER. I SPLASH WITH SELF EDGE r ---I'j ,DRAWER AS OCCURS IN I ELEVATION , i I .. (1) ADJ MELAMINE DRAWN BY: KGB > jL' '. .SHELF, NO DRAWER OR SHELF AT SINK LOCATION CHECKED BY: LJC, PDK Li , Lu W = 1 __ - _ t SHEET: N I P-LAM aI RUBBER BASE j . 4 0 C41---------- d; � A4.1O 2'-O" 4, - i ' l JOB N0.2150954..77 12 CABINET SECTION I W 4.10 TYPICAL I-'IHMII SII : /'lr ' )18 \� 2150954774RAWINGSURCHITECTURAL\77_A4.10.DWG KGB 06/12/18 08:27 1:96.00 FLOOR OR ROOF STRUCTURE POP RIVET RUNNER TO WALL ANGLE AT 2 BERC 2 8" MAX. ADJACENT WALLS, FASTEN CLOSURE ANGLE WITH #6 CLIP SCREWS DIRECTLY TO WALL FRAMING OR PROVIDE STRUT STABILIZER BAR BETWEEN ALL MEMBERS AT PERIMETER STABILIZER BAR ATTACH STUD TRACK ADDITIONAL #12 WIRE SUPPORT AT ALL MEMBERS 3\ / / / THROUGH GRID TO WITHIN 8 OF PERIMETER © \ 2 / BRACE ABOVE —LATERAL BRACING WITH APPROVED VERTICAL _ COMPRESSION STRUT AT 12'-0" OC EA WAY 2415 ---)1 „ / • , • ;1.:1 J SUSPENDED CLG-\ ASSEMBLY \ \ / / / / V -I o • COUNTERSLOPE HANGERS IF MORE THAN 1:6 OUT OF PLUMB / ArchitectureInteriors 8 '0• t... .1.1,) /, ,�/ /�45. 4Planning • Engineering / "ATTACHED •� . ,, /!,� I - \ �/ — ' WALL” 4 ..,r.,.,,...,ti" .��•bt •• f - METAL STUD BRACING TO FLOOR OO CUT TILE FOR TIGHT STRUCTURE AT 8'-0" OC W/ (2) #8 A CE tIO EDGE AT WALL NT$ FIT AT WALLS .. SHEET METAL SCREWS AT EACH END. O NOTE: FOR UNATTACHED WALLS PROVIDE A CASING BEAD STUD SIZING PER SPAN TABLE. Portland,OR 3/4" GAP BETWEEN EDGE OF ANGLE AND CLIP USG 200-A • BRACING TO BE PROVIDED WHERE 503.224.9560 ��, -- DO NOT SCREW BERC 2 CLIP TO TRACK SOUND ATTENUATION DISTANCE BETWEEN PERPENDICULAR Vancouver,WA INTERSECTING WALLS OR HORIZONTAL ., 7 TABLE MAX. LENGTH AT ALL NEW WALLS, TYP. BRACING BETWEEN WALLS EXCEEDS %, � ` �—CROSS RUNNERS FIT BETWEEN MAIN RUNNERS Seattle,WA $" 1/2" DIA CONDUIT EMT) 5'-10" 8'-O" OC 206.749.9993 MAIN RUNNERS AT 4'-0" OC SUPPORT WITH #12 AA; " 3/4" DIA CONDUIT EMT) T-8" www.mcknze.COm T6'-0" MAX WIRE AT 4'-0" OC OR WITH f10 WIRE AT 5-0 OC EAS WAY 1" DIA CONDUIT EMT 9'-9" : METAL STUDS SEE WALL HEIGHT 1 - GYP BD EA SIDE LATERALLY BRACE MAIN RUNNER ' STRUCTURE AT 2 0 OC SGL 162S125-33 MTL STUD 12'-O" TABLE FOR GAUGE AND SPACING MACKENZIE E. —4-- EA WAY. BEGIN BRACING WITHIN 6'-0" OF PERIMETER AND (1-5/8"x20GA) � 2" FROM CROSS MEMBER IN AREAS GREATER THAN 1,000 SF , " `' CONT ACOUSTIC SEALANT EA D.CICN OCIVuN I CI.I.Nr FOCIAIID NO I E: BACK TO BACK 1625125-33 15'-0" SIDE AGAINST TRACK NO Client ALL GRID MEMBERS AND CONNECTION DEVICES TO BE OF AN SECURE ALL HANGERS TO BLDG— MTL STUDS (1-5/8"x2OGA) J SEALANT AT SIM COND STRUCTURE. TRAPEZE DUCT WORKSGL 250S125-33 MTL STUD 13'-6" 1/2" MAX - APPROVED TYPE AND HAVE A 1800 CAPACITY. ALL LATERAL BRACING AND OTHER LARGE OBSTRUCTIONS WIRES TO HAVE A 200# CAPACITY. (2-1/2"x2OGA) I .BOTTOM TRACK TO FINISH SUSPENDED CEILING BRACING TO COMPLY WITH ASCE7, ASTMC635, BACK TO BACK 250S125-33 15'-0" CONCRETE SLAB FLOOR W/ POWDER DRIVEN ASTMC636 AND ASTME580 MTL STUDS (2-1/2"x2OGA) ANCHORS AT 4'-0" OC SUSPENDED CEILING BRACING 4 NON-BEARING WALL z I . NOTE: PROVIDE SEISMIC SEPARATION JOINTS IN CEILINGS GREATER NTS . 5.2 AT FLOOR ANDISUSPENDED CEILING W 3"=1'-0" d SHORE S T E I N THAN 2,500 SF. PROVIDE HEAVY DUTY GRID SYSTEM. v •:• SOUND ATTENUATION BATT • 44I EXISTING WALL '. W AS OCCURS Project • GYP BD WALL AS OCCURS EXISTING BASE SOUND ATTENUATION BATT 362S125-43 STUD VACANCY SPACE • OR NEW BASE SD TO MATCH S AS OCCURS BRACING TO UNDERSIDE PREP 4111411 EXISTING IF NEW RUBBER BASE • i OF EXISTING FLOOR/ 1050 REQUIRED • • ...---- ----- 1/4" TO RECEIVE RUBBER ROOF ® 6'-0" oc / ALTERNATING W/ (2) #8 „„y-------------- BASE COVE \ \ SMS AT EA END DOUBLE STUD AT JAMB, TYP • • • - " UNCOLN TOWER . Is 11--- *i \ \ 10260RD. OREGON ill BASE AT JAMB 11111 N 8 ` —FULL GLASS DOOR \ 362S125-18 0 16" oc r ' FLUSH WITH GYP BD; 1 1/4" TEMP GLASS LIGHT AS OCCURS • . 1 METAL DOOR FRAME TO PROVIDE "J" MOLD AT F..---- MATCH SUITE STANDARD TOP OF BASE FOR BUILDING STANDARD 45. \ A45./ EXISTING SAT CEILING, z GYP AND KNIFE EDGE DOOR HARDWARE CORRIDOR SIDE --I • •a. REVEAL v BUTT GLAZED SIDE - ,��' w • �` FULL GLASS DOOR B�CEILING I B(GYP BD } N � 8 -11 AFF 8 -11 AFF � 7N _ EXISTING BASE II ''" 1/4" TO RECEIVE RUBBER L I P, ,� , __\____ ._ OR NEW BASE , B GYP BD ,-41 _I TO MATCH .. .7. .• . .... ./......------- . 7. .• . ~.. ."../ BASE COVE ' l `` T131-9" AFF 1� •4 EXISTING IF OF 11, REQUIRED SAT CEILING PER \\ , i NEW RUBBER BASE SIDE PLANS, SUITE 1050 GYP BD © MACKENZIE 2018 • • ALL RIGHTS RESERVED SIDE LIGHT AS OCCURS S �� GLAZING CHANNEL THESE DRAWINGS ARE THE PROPERTY .4 1‘.',...__...-•:11k1;:t. WITH 1/4" TEMPERED GLASS -----------".-N TEMPERED GLAZING PER OF MACKENZIE AND ARE NOT TO BE CORRIDOR . • SUITE 1050 SIDE R USED OR REPRODUCED IN ANY MANNER, SPECIFICATION p WITHOUT PRIOR WRITTEN PERMISSION cc W SIDE ._, • ' �� • ._ F- WALL BEYOND �, REVISIONS: 6 TYP INTERIOR DOOR N GLAZED DOUBLE DOORS ri 8 BUTT GLAZING HEAD CONDITION m � REVlS[ONS REVISION DELTA p " " N ww THIS CLOSING DATE 5.2. HEAD SIMILAR 3"=1'-0" po . ! 3"=1'-0" 0 . 52! 1 1/2"-•=r-0"-0 J D:o SHEET 0 p *LINCOLN TOWER STUD SIZE: 2N" ' 1 . LIMITING WALL HEIGHT TABLE I INTERIOR NON STRUCTURAL WALLS L/240 0 5psf • •• SOUND ATTENUATION BATT DESIGNATION SPACING MAX. WALL HEIGHT 1 : WAD1 / AS OCCURS WALL BEYOND 250S125-18 24" 8'-4" - • _ �- . GYP BD WALL AS OCCURS •�' 250S125-18 16" 9'-7" SHEET TITLE: TEMPERED GLAZING TO 250S125-27 24" 9'-10" DETAILS WALL TYPE AS OCCURS • MATCH BUILDING 250S125-18 16" 11'-3" s, STANDARD --. L• 362S125-18 24" 13'-5" FINISH HEAD SCREW, " PRE-DRILL AND PUTTY DOUBLE STUD AT JAMB, TYP 362S125-18 16" 14'-4" /� BUILDING STANDARD _ ,( 'i" HOLE L_1 / CHANNEL 362S162-33 16" 16'-5" T RESILIENT SPACER 3625162-43 16" 18'-O" `- 3/4"x5 1/2" PAINTED MATCH BLDG STD wATTACHMENT 6005162-33 16" 24'-6" • MDF BASE, P-5, EASED EDGES X1 "// FLOOR FINISH DRAWN BY:• ::- iiiW :. KGB 8 CERAMIC TILE FulTURAL AC L/360 ® 5psf INTERIOR NON NON-COMPOSITEWAS N CHECKED BY: LJC. PDK rt FLOORING AS SCHEDULED, w• , CONC. SLAB (TILE OR CARPET)• DESIGNATION SPACING MAX. WALL HEIGHT -I SHEET: co • EXTEND UNDER BASE •. 3625125-18 16" 12'-4" FLOOR SYSTEM 3625125-33 16" 14'-3" _ w A 5.20 CD WALL TABLES ARE BASED ON WALLS SHEATHED BOTH SIDES FULL HEIGHT WITH _ I 1/2" GYPSUM BOARD ATTACHED WITH #6 SCREWS MIN. AT 12"-0" O.C. MAX. , 1 3 JOB N0. s TYPICAL MDF BASE AT GYP BDL., to TYP INTERIOR DOOR GLAZING DETAIL AT FLOORm 1 12 WALL HEIGHT TABLE 2150954.77 • 5.2! 3" = 1'-0" 1 . 5.2• HEAD SIMILAR 3"=1'-0" o ! 1 1/2"=1'-0" 151 . 524 FLFIMI I Sl I : Ub/1212018 0 c.) 215095477\4J)RAWINGS\ARCHITECTURAL\77_A5.20.DWG KGB 06/12/18 08:28 1:96.00