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Plans (12) BU P2017 - 00276 OWNER - rIItri, `''' f L '� ( SHORENSTEIN REALTY SERVICES 1 �- _ - _._ _ t--,---,1 ,, 11 1 �, ,t `ice I j if-. o_, ROB FABIAN - PROJECT MANAGER - CONSTRUCTION 1. J L Li - -- z. ,,� RFABIAN®SHORENSTEIN.COM 1, SW Locust :reet _� _ _ 5335 MEADOWS ROAD SUITE 275 �� -T-6.0„02-;;;;r 0 Oo 0 ooY f �� 1 ///0, ,i1 „, ;; !�! ,! ,,>i, �, � 8o r _„i!;!!,!!I..!; I ;!1;11!1;!;; . �€ LAKE OSWEGO, OREGON 97035 p !{ E}' {II ; TENANT IMPROVEMENT PHONE (503)412-4800 Architecture interiors I ADE (3' '1t _ll..1 !1 ij Eff l L' r_R Py.., O . . 1 '- _ !,Si"li�� ..tj I,l?1' j j�3 ij/QO�- �i �1 11 �sl 11 1 Planning -! Engineering o �- j plum” o �*:___ N It t'Ii �II i i iNiii! i� ' z e �- { ; I4 ! rt;v,v vi I�, Hca O �"'„ --A� Axa sTiFt.0 t3RED PARKING f T•R 1 >3 Ili! 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'"\ ON GREENBURG TUALATIN, OREGON 97062 503.224.9560 �,�r���TIGARD I o ' a / n /� PHONE (503)692-9002 3tJlL ]l 1CDIVISION Vancouver,WA 'y 360.695.7879 ,- : TIGARD OREGON Seattle,WA I/I cil § - - 7.- _ ! v Bim - A / / 206.749.9993 1 - _ 4`...0 1 ( LEGEND , ➢��I} r -11 - € " �_ www.mcknze.com / b �'•„N Y ' ' -6 . -_- INDEX OF DRAWINGS f ,t_ 1K\1\\1\1\\\`� AD1 , i __ r-- r = EXISTING CONSTRUCTION TO BE DEMOLISHED I.= _ - OFFICE COPY MACKENZIE •p•� / 1 It Jia `L3� -"�}' -'-" ° DESIGN DRIVEN I CLIENT FOCUSED - �'_j a m • ® �- IC a - GO 01 TITLE SHEET, SITE PLAN, KEY PLAN, CODE SUMMARY, LEGEND AND NOTES n CITY OF TIGARD �, f � ;;•�, �;;, • _� �n'�'�,> EXISTING WALL TO REMAIN ,r r#; i,. C ;, , !III, A1.10 DEMOLITION PLAN, PARTIAL TENTH FLOOR PLAN, DEMO RCP, REFLECTED REVIEWED FOR CODE COMPLIANCE Client f ■ ! 0 't E a' ;l!!!I i i I i _; j CEILING PLAN AND NOTES NEW WALL TO UNDERSIDE OF GRID, SEE 4/A5.20 Approved: ST 5 ! I ',! ; '" -I I A4.10 ENLARGED RECEPTION DESK PLAN, CABINETRY ELEVATIONS AND DETAILS OTC: I" CIGSeC� 1 1 ►�-- I. i. 1t `' d \ �; � I EXISTING 2 HOUR RATED WALL TO REMAIN _ 1!10 , ' \ . ,, A5.20 DETAILS AND SCHEDULES f� / Permit #• ' JUg,/'0 j2;4-2( ��.1',:- � i }I!If:i°`! - Ci- i7I!I�' � i, I � �'I'l111 _- — ' iil!i- 1l!lC {fi1H+4111r1 , 1SCOPE OF , EXISTING ? HOUR RATED WALL TO REMAIN �7- q iI! � Itll�li!iI Address: !�6� �r� e P �" �3 2Ulo m RED PARKING 1 STRUCTU�ED PARKING ., a O 5+ +++` SHORE S T 1 hl WORK ljl, .i "1111 E'TI - �` ! .' il I� _ 1 - L i,, . ;I I i 11 ,111;i 1 j l: E - ° THE SCOPE OF WORK FOR THE PROJECT INCLUDES INTERIOR TENANT IMPROVEMENTS EXISTING DEMISING WALL TO REMAIN ' •: ,. Suite : , r= - 131 ��:, 1111, �,; B : Datc: __ I ,!; 11; 1I,11 ,1;= ' -!!!;i{�#I!!!i`!l !' l''!;li,!!il,lflll ( FOR AN APPROXIMATELY 2,086 SQUARE FOOT TENANT ON THE TENTH OF TWELVE FLOORS. e r NEW DEDICATED QUADRUPLEX OUTLET `� '� r ! WORK TO INCLUDE DEMOLITION, NEW WALLS, DOORS, ONE INTERIOR WINDOW, AND NEW W �� SW Oak Street ___ -__ ' EXISTING DEDICATED OUTLET _-_ f f-- CABINETRY. ` f442) NEW DEDICATED OUTLET I 25` 50' 100' 200' TENANT APPROVAL: Project (11' EXISTING OUTLET LOCATION MILLER + KIM, C',PAS AREA OF WORK DESIGN/CODE DATA 9® SURE 1000 NEW OUTLET AND VOICE/DATA ROUGH IN LOCATION TENANT' SITE PLAN GOVERNING CODE: 2014 OSSC 1 `' EXISTING COVERPLATE LOCATION TO RECEIVE NEW TELEPHONE/DATA ROUGH IN LOCATION IMPROVEMENT OCCUPANCY: B CEXISTING COVERPLATE LINCOLN TOWS C , NTS CONSTRUCTION TYPE: TYPE I---B TENANT AREA (APPROX): APPROX. 2,086 S.F. 10260 SW RD. OCCUPANCY LOAD: 21 IP NEW FLUSH FLOOR ELECTRICAL AND DATA ROUGH IN LOCATION CARD, OREGON , a 1 REQUIRED EXIT, 1 EXIT PROVIDED S EXISTING LIGHT SWITCH EXIT IS EXISTING AND HAS APPROPRIATE EXIT SIGNAGE 1, NEW LIGHT SWITCH WITH OCCUPANCY SENSOR �,Sti)EL AREA OF WORK LONGEST COMMON PATH BUILDING IS FULLY SPRINKLED AND HAS NFPA SMOKE DETECTION InNP� 3041 ��j OF EGRESS TRAVEL = 84`--5" WITH ON SITE EMERGENCY GENERATOR FOR FIRE, LIFE/SAFETY BACKUP POWER FIRE EXTINGUISHER ER P. ALTO EXISTING THERMOSTAT -1,P-HIVNik.' 1-30 . a -v--- _4 0 _4 0DEFERRED SUBMITTAL KEY NOTE FOR REFERENCE fpA ORTLAND, I RECON 2014 OSSC SECTION 107.3.4.2 (by separate permit) F 1 !MI FIRE SPRINKLER i a 'Si1417 FIRE ALARM Ak- INTERIOR ELEVATION FOR REFERENCE OF ir MECHANICAL I , ' jig" ELECTRICAL 1,0 ALIGN FACE OF FINISH WITH FACE OF FINISH © MACKENZIE ST At i L. EXIT ILLUMINATION ALL RIGHTS RESERVED Fr`� THESE DRAWINGS ARE THE PROPERTY . - � + v 002 a DOOR NUMBER SYMBOL OF MACKENZIE AND ARE NOT TO BE 'IIAI .:-. .i . . ._. OTE: DESIGN BUILDERS FOR M.E.P. AND FP. ARE FULLY RESPONSIBLE FOR THE DESIGN USED OR REPRODUCED IN ANY MANNER, N IIIII'rIII �' ' i OF THESE SYSTEMS/COMPONENTS. THESE SYSTEMS/COMPONENTS SHOWN ON DOCUMENTS E r WITHOUT PRIOR WRITTEN PERMISSION OFF/CE COPY IN ARE SCHEMATIC ONLY: THEY ARE NOT INTENDED TO REPRESENT FINAL/CODE COMPLIANT En- REQUIRED EXIT *11 - — REVISIONS: =m; DESIGN. PROVIDE DESIGN DOCUMENT SUBMITTAL TO ARCHITECT OF RECORD FOR REVIEW - ,A iw�rl.. z 1 r PRIOR TO SUBMITTAL EXISTING CEILING GRID o� - .___ In REVISIONS REVISION DELTA rillitca �. w w THIS CLOSING DATE cc o SHEET ` ! VALUATION . ; . j ; l EXISTING 2x4 LIGHT FI(TURE TO REMAIN Aa 4 $25,000 -.__` " C l VALUATION OF WORK = ti _: . . . . EXISTING 2' 4' LIGHT ;- x FIXTURE TO BE RELOCATED ./ . It, 'm. =1 E=1 �n. GENERAL NOTES NEW OR RELOCATED 2'x4` LIGHT FIXTURE • 3 I . _ A. THE DRAWINGS LOCATE PRODUCTS, SURFACES, AND MATERIALS AND THE NOTES CONVEY DESIGN INTENT. THE 0 NEW RECESSED CAN LIGHT FIXTURE t , I # PROJECT INTENT IS TO PROVIDE FOR A COMPLETE, WORKING SYSTEM. 1 B. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE LATEST ADOPTED BUILDING CODE EDITION, AND TO NEW PENDANT LIGHT FIXTURE CONDITIONS AND SPECIFICATIONS OF ALL GOVERNING AUTHORITIES. I ' . .. . _ ,Iiiii , _ . 44, lC. VERIFY AND CONFIRM ALL CONDITIONS, DIMENSIONS, AND LAYOUT INFORMATION PRIOR TO START OF e NEW WALL WASH LIGHT FIXTURE SHEET TITLE: CONSTRUCTION. NOTIFY MACKENZIE OF ANY DISCREPANCIES PRIOR TO START OF WORK. ANY CORRECTION WORK 1TIME SHEET SITE REQUIRED AS A RESULT OF NOT REPORTING SUCH DISCREPANCIES SHALL BE PERFORMED AT NO ADDITIONAL 1N i EXISTING SUPPLY/RETURN VENT ' PLAN, KEY PLAN, COST TO THE OWNER. D. CONTRACTOR AND SUBCONTRACTORS SHALL CAREFULLY EXAMINE THE SITE AND THE CONSTRUCTION DOCUMENTS EXISTING SPRINKLER HEAD CODE SUMMARY, OF THE ENTIRE WORK. INCONSISTENCIES IN THE PLANS OR SPECIFICATIONS SHALL BE CALLED TO THE LEGEND AND gN 2 KEY PLAN ATTENTION OF MACKENZIE. EXISTING EXIT SIGN NOTES E. REFER TO ENLARGED PLANS AND ELEVATIONS WHERE INDICATED FOR ADDITIONAL INFORMATION. ENLARGED ;' ® PROPOSED NEW EXIT SIGN LOCATION GO,f 2 TENTH FLOOR NTS PLANS TAKE PRECEDENCE OVER PLANS OF SMALLER SCALE, AND DETAILS TAKE PRECEDENCE OVER PLANS. IN THE CASE OF A CONFLICT, THE HIGHEST COST OPTION SHOULD BE PRICED. TRUE PLAN F. DETAIL REFERENCES SHALL BE APPLIED TO ALL INSTANCES WHERE THE SAME CONDITIONS OCCUR, UNLESS [7: f1 PROPOSED EGRESS LIGHTING PATH, 1 FOOT CANDLE TO BE CONFIRMED THROUGH NORTH NORTH NOTED OTHERWISE. DEFERRED SUBMITTAL I 1 G. THE TERMS "ABOVE FINISH FLOOR" (AFF) AND "FINISH FLOOR ELEVATION" (FFE) REFER TO FINAL FINISHED DRAWN BY: CAK FLOOR ELEVATION, WHETHER BUILT-UP SLAB, COMPOSITE DECK, OR RAISED ACCESS FLOOR. H. DO NOT SCALE DRAWINGS. CHECKED BY: SBH, PPA I. CUTTING AND DRILLING OF STRUCTURAL MEMBERS NOT DETAILED REQUIRES THE WRITTEN PERMISSION OF THE I , STRUCTURAL ENGINEER OF RECORD. SHEET: 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 + ITY OF TIGARD DEMOLITION DEBRIS. .-approved by Planning K. THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE RESULTING FROM THEIR WORK. THE CONTRACTOR WILL fate, i l"i / I l 1 17 COORDINATE CLEAN UP OF ALL AREAS AFFECTED BY DUST OR ANY MATERIALS, BOTH DURING CONSTRUCTION G°'°I AND UPON COMPLETION OF THE PROJECT, INCLUDING THE INSIDE OF ALL WINDOWS AS NECESSARY SO THAT Initials: ISI e THE SPACE IS READY FOR OCCUPANCY BY TENANT. I { L. ALL DESIGN-BUILD ITEMS, SYSTEMS AND ELEMENTS ARE TO BE SUBMITTED FOR REVIEW AND APPROVED BY JOB NO. MACKENZIE. 2150954.60 M. EXISTING MATERIAL NOTED TO BE RETURNED TO THE OWNER SHALL BE SAFELY STORED AND PROTECTED UNTIL PERMIT SET= �O/tf 20 � ; IT IS REMOVED FROM THE SITE BY THE OWNER. CONTRACTOR SHALL COORDINATE WITH THE OWNER. 215095460\4_DRAW1NGS\ARCHITECTURAL\60—C0.01.DW0 CM 10/11/17 11:07 1;96.00 ,, ` f \/f f \\/ GENERAL EMOUTON Nq ,_., 'rf 1 � � 1 A. REMOVE EXISTING FLOOR COVERINGS AND RUBBER BASE THROUGHOUT, PATCH, REPAIR ArG�11tecture r, Interiors AND PREP SUBSTRATE AS REQUIRED TO RECEIVE NEW FINISHES. SEE SHEET A5.20 FOR FINISH SCHEDULE. Planning Engineering B. THE CONTRACTOR SHALL CAREFULLY EXAMINE CONSTRUCTION DOCUMENTS FOR THE 1 _ WORK. ANY CONFLICTS, INCLUDING BUT NOT LIMITED TO BUILT CONDITIONS OF M.E.P. IN _ ,{ k WA' '� �, THE PLANS SHALL BE CALLED TO THE ATTENTION OF THE ARCHITECT/DESIGNER, SO ; W Y.wJill - i4 THAT THE CLARIFICATION CAN BE ISSUED. g T: `` C. SALVAGE ALL DEMOLISHED COMPONENTS AS POSSIBLE. RETURN TO LANDLORD FOR ,�,, -, FUTURE USE. Portland, OR D. SAVE AND RECYCLE DEMOLITION DEBRIS WHERE POSSIBLE. COORDINATE WITH CITY OF 503.224.9560 OFFICE OFFICE OFFICE OFFICE OFFICE TIGARD REQUIREMENTS FOR RECYCLING DEMOLITION DEBRIS. I 1005 1006 1007 1008 _- =-= 1009 Vancouver,WA E. CAP ALL ABANDONED PLUMBING, ELECTRICAL CONDUIT, AND OTHER UNDER SLAB 36O 695 7879 - UTILITIES AS REQUIRED. F. RETAIN EXISTING FIRE EXTINGUISHERS FOR FUTURE USE. Seattle,WA Or SS i fi C.G. EXISTING STRUCTURE TO BE LEFT UNDISTURBED AND INTACT. PERFORM NO DEMOLITION 206.749.9993 , , ,-...-....,41 ,,, , , ., „ ,, ,,, THAT MAY COMPROMISE THE STRUCTURAL INTEGRITY OF THE BUILDING WITHOUT WRITTEN www.mcknze.com alpQ HALL 0 APPROVAL OF THE ARCHITECT/DESIGNER. " k 6>r 1013 r H. SALVAGE ALL EXISTING DOORS AND HARDWARE FOR RE—USE. y w � MACKENZIE �ti>s. ri ,----- 1111_,;1111 . 1-:.�I - `. oma F.•r.-..F.'M.�la:..... •:�..�.. ,- _ 04 i`__ ' OPEN r DESIGN DRIVEN i CLIENT FOCUSED I 4 DI (xis HALL oil9---- 101 OFFICE GENERAL N•TES Client .� _,:.::_:::1-, 10034 a 1010 , I CONFERENCE 5'_7" � � A. ALL EXISTING CONDITIONS TO REMAIN, UNLESS NOTED OTHERWISE. 1004 ILIN'foidnell'lriali..w.v` .,,y, . ,_.. :m.:.. Q AI Ar I B. DIMENSIONS REFLECT FACE OF FINISH TO FACE OF FINISH, UNLESS NOTED OTHERWISE. I ti I. A 1_ ::. _ L`' i C. WALL THICKNESSES ARE NOMINAL, UNLESS NOTED OTHERWISE. 1 I I 0 '412 lip: ,� = D. SUSPENDED ACOUSTICAL TILE CEILINGS AT 8'-10"± (EXISTING) AFF, UNLESS NOTED s x o R .e N S T E IN 'CO Q EQ' - WORK Vcr Q° OTHERWISE. _;= $1 01 ' CPT CPT LVT = 1101! IT } E. FOR SEISMIC BRACING OF SUSPENDED CEILING AND INTERSTITIAL EQUIPMENT SEE s_ (1) v __ � 1012 1011 �'`� li DETAILS 3/A5.20. .._,_.. RECEPTION.0._ — F. CENTER ALL DOWN LIGHTS, FIRE SPRINKLER HEADS, SMOKE DETECTORS AND ALL OTHER ' � _ ��I'' p a_vr 1001 I CEILING PENETRATIONS IN CENTER OF 2x2 TILE, UNLESS NOTED OTHERWISE. Q ''' 4002 t;' [I G. ELECTRICAL, DATA AND SWITCHING LOCATIONS ARE SHOWN TO CONVEY GENERAL INTENT 1 BREAK ONLY. COORDINATE ELECTRICAL/DATA/SWITCHING REQUIREMENTS WITH TENANT AND Project 0 1002 PROVIDE DRAWINGS BY DEFERRED SUBMITTAL. MILLER -I- KIM, C PAS I1111- �.-> H. FURNITURE IS SHOWN FOR SCHEMATIC PURPOSES ONLY. TENANT OR TENANT'S VENDOR w.:.- L 0 xis SUITE 1000 '; �� , (T TO CONFIRM BUILT CONDITIONS FOR SPATIAL REQUIREMENTS AND FINAL LAYOUTS. ,..�.... I. HVAC CONTRACTOR TO PROVIDE FULL SHEET OF THE FLOOR AFFECTED UPON TENANT r-,-, DEMOLITION PLAN 2PARTIAL TENTH FLOOR PLANJ. COMPLETION. CONTRACTOR IS RESPONSIBLE TO PROGRAM THE OVERRIDE HVAC BUTTON. IMPROVEMENT ALL INTERIOR WALLS TO GO TO UNDERSIDE OF GRID UNLESS NOTED OTHERWISE. K. ALL INTERIOR DOORS TO BE SOLID CORE FLUSH WOOD DOORS TO MATCH EXISTING SUITE A1.1W 1/8"=1'--0" A110 1/8"=1`-0" STANDARDS UNLESS NOTED OTHERWISE. LINCOLN TOS L. OUTLETS INDICATED ARE EXISTING UNLESS NOTED OTHERWISE. SITE VERIFICATION HAS 10260 SW BURG RD. BEEN PERFORMED (ON 09/29/2017, WHILE VACANT) AND PLAN, ELECTRICAL AND CEILING TIGARD, OREGON INFORMATION HAS BEEN UPDATED (OBSERVATION IS LIMITED TO VISIBLE/ACCESSIBLE I I AREAS). CONTRACTOR TO FIELD VERIFY AND CONFIRM ADDITIONAL REQUIREMENTS WITH ,(I TENANT. `� )c M. NO VOC PAINT SYSTEMS TO BE UTILIZED, TO INCLUDE PRIMERS AS WELL AS FINISH 3041 4:;,, PRODUCTS. �' ' •� E' P. ALTO C.i, N. ALL DIMENSIONS SHOWN AS PLUS/MINUS (±) ARE FOR GENERAL LAYOUT AND REFERENCE 11 H " _ ONLY. VERIFY AND CONFIRM ALL DIMENSIONS AND CONDITIONS PRIOR TO START OF `� 11 WORK. NOTIFY ARCHITECT/ENGINEER OF ANY DISCREPANCIES PRIOR TO START OF WORK. --k----y,-- -30 r �■NI ■ • • , ; • ,� ��, 0. REPLACE DAMAGED AND SOILED CEILING TILES WHERE AFFECTED BY CONSTRUCTION TO yimr III 7 r �RTLANO OREGON r _-�■■ EN � .■ �:IN IIII MEMO , ; i . � I i � MATCH EXIST#NG. .,s � iii MEM P. ADD SOUND INSULATION IN ALL NEW WALLS. �r ,• ; Q. LIGHTING LAYOUT IS SHOWN FOR PRELIMINARY DESIGN INTENT ONLY. FINAL LIGHTING 1 4. $(- 11III • I __� • �' �1 I �111UP LAYOUT TO BE PROVIDED BY THE ELECTRICAL CONTRACTOR AND IS DEPENDANT ON --I= k.,:,:. r,_ _ ri ■ �' E J--,--,-_,__ j` If--. OREGON ENERGY CODE ALLOWANCES AND EXISTING BUILDING INFRASTRUCTURE IN �'■ �e Ili CEILING. ELECTRICAL CONTRACTOR TO REVIEW ALL REQUIRED LIGHTING LEVELS AND iiiii. -1111 _I� I DISTRIBUTION AND NOTIFY ARCHITECT OF ANY CONCERNS OF FOOTCANDLES OR FIXTURE C MACKENZIE 2017 i ; ALL RIGHTS RESERVED NM_ UUU_ U. UU um PLACEMENT/LOCATION WITHIN ANY AREA OF THE SPACE. CONFIRM NEW LIGHT FIXTURE ,..,.,.—... ..__�,�.��. _�.,,..,_,. _, S s THESE DRAWINGS ARE THE PROPERTY ti . ■11 ■■ —` (, ■r'r■ f .. ,, PLACEMENT DOES NOT INTERFERE WITH NEW WALL CONSTRUCTION AND SAT MAIN GRID OF MACKENZfE AND ARE NOT TO 8E ■u■ LINES, RELOCATE IF REQUIRED. FINAL LAYOUT TO BE REVIEWED AND APPROVED BY USED OR REPRODUCED IN ANY MANNER, r � I f / ■r�■�f ■■■■ WITHOUT PRIOR WRITTEN PERMISSION _■ __ _ mi. a IMO _. ._ f ww ■.0 �f6 ■■■■ LOCAL JURISDICTION THROUGH DEFERRED SUBMITTAL. iii: ���iw��� 1E111 �;: : S a S: ■■-I 11111:+�.■.1M11.. ■11rNE 1 'f lFl r RKEYNOTES oVI I Nin ,7) - REVISIONS REVISION DELTA 5 1 THISCLOSING DATE IIIIIIIime ■�� ■■rr■■ I / ■■■■ o SHEET - X11 : r ,�.:: ®::::::� ■■■■ 1 _ ,_ _ _ alum. -.„ ■�■ 1. ALIGN NEW WALL WITH EXISTING WALL. 1111111 11 -'II11IIII • • : : I _ ' ' ' ' �♦�:ice:I �% _. EMIR- , ■-�/�1 U. , _ _ _ _ _ 2. CONFIRM CLEARANCE AT EXISTING UPPER CABINETRY FOR TENANT PROVIDED 1111111111111E.1111111 I—�. - .ry ; I II � � � �'■ IN REFRIGERATOR. CONFIRM REFRIGERATOR SPECIFICATIONS WITH TENANT. 1 I ■ � .® ; :. 11 . , SII ,.. " '� j'.® Ili 3. RELOCATE EXISTING FRAME AND RELITE. I I 4. RELOCATED FRAME AND RELITE. �Ill�_v X1111®.I ..� i .�®�III� '� 11;11 I:�■������. 11e� 5. NEW 3'-O" WIDE FRAMED WINDOW TO MATCH BUILDING STANDARD. ASSUME INSTALL ■■-�� �■ 111111.MIN■■ ■!� i11� 1111 s p p �'■11..�.y�- HEIGHT OF 48" AFF FROM BOTTOM OF SILL. ALIGN TOP OF FRAME WITH TOP OF SUITE DOOR FRAMES. 111111101111 -,.•!:MI 6. PROVIDE POWER, DATA ROUGH-IN LOCATION AND BLOCKING TO ACCOMMODATE TENANT I L- ' EKE" P'� � �' e ' 0 7. LOWER EXISTING OUTLET TO STANDARD HEIGHT WHERE INDICATED. I ._1111 r` ROVIDED TV. t 111111_ I 1I ',/ -- • a8. PROVIDE NEW 4'X8' PHONE BOARD WITH (1) DEDICATED QUADRUPLEX OUTLET. TYP. SHEET TITLE: I ■ MIMI I_._11111I r` I,®.F ,, 9. PROVIDE BUILDING STANDARD HIGH LIMIT EXHAUST FAN. --- `� TYP• 10. EXISTING SAT NORTH/SOUTH MAIN GRIDLINE, TYPICAL, AS IDENTIFIED DURING SITE DEMOLMPLAN, GO OBSERVATION. OBSERVATION IS LIMITED TO VISIBLE IDENTIFICATION OF CONSISTENT PARTIAL TENTH � 4REFLECTED CEILING PLAN MAIN LINES. ANY VARIATIONS TO BE CONFIRMED ON SITE BY CONTRACTOR. FLOOR PLAN, 11. NEW BUILDING STANDARD CAN LIGHT FIXTURES. CONFIRM FINAL LOCATIONS WITH MAO 1/8"-1'—O" X11.10 1/8"=1'—o" TENANT. ASSUME (4) FIXTURES TO BE DOWN LIGHTS AND (2) FIXTURES TO BE WALL DEMO RCP, WASHERS. REFLECTED 12. NEW PENDANT LIGHT FIXTURES. CONFIRM FINAL SPECIFICATIONS AND LOCATIONS WITH CEILING PLAN TENANT. DESIGN INTENT IS FOR (1) FIXTURE TO BE CENTERED OVER RECEPTION DESK TRANSACTION COUNTER AND (1) FIXTURE TO BE CENTERED OVER 3' WIDE WORKSURFACE AND NOTES SECTION. BOTH PENDANTS TO ALIGN WITH EACH OTHER. ASSUME ALLOWANCE OF $450 ; PER FIXTURE (MATERIAL COST TO CONTRACTOR ONLY). DRAWN BY: CAK 13. RELOCATE EXISTING CEILING COMPONENTS AS REQUIRED AND WHERE AFFECTED BY PROPOSED LIGHTING LAYOUT. 14. CONFIRM LIGHT FIXTURE PLACEMENT DOES NOT CONFLICT WITH NEW CONSTRUCTION. CHECKED BY: SBH, PPA RELOCATE LIGHT FIXTURE AS REQUIRED. ` SHEET: Ailo r JOB NO.2150954.60 I 1 PERMIT SET: 10/11/2017 215095460\4_DRAWINGS\ARCHITECTURAL\60-A1.10.DWG CAK 10/11/17 11:06 1:96.00 NOTES: A. FINISH ENDS, TYP G. PROVIDE (1) GROMMET. COORDINATE B. CONFIRM REQUIREMENTS AND SIZES FINAL LOCATION WITH TENANT ON SITE FOR ALL EQUIPMENT PRIOR TO CONSTRUCTION OF CASEWORK C. P-LAM WORKSURFACES AND TRANSACTION TOP, PL-2, WITH . WOOD TRIM, WD-1 Architecture isInteriors D. BOX/BOX/FILE, PL-1 =W W W E I M M i I M F E. CASEWORK VERTICAL SURFACES, PL-1 Planning a Engineering Co F. SHIM AS REQUIRED co IWINDOW BEYOND I Te.) " BLACK REVEAL, TYP •1 5 6 " © CEILING 4.1 * 4.1 �`�M �ii�W IM. `�ii►,�I . 2 -i 0 ` Portland,OF2 * B r' f ► ` .-r-P--LAM COUNTER TOP 503.224.9560 v T R i /,; W/ WOOD FINISH ENDS �'i MEE - PAINTED HALF Vancouver,WA WALL, TYP. BLACK FABRIC SUPPORT BRACKET 360.595.7879 3'-0" 3'-0" , WRAPPED TACK Seattle,WA ELECTRICAL CHASE, TYP AN. I. I BOARD 206.749.9993 Ank _ � � www mcknze,com -- R — I R I'll ��• `� 0 FINISH PAINT MDF WALL, �' MACKENZIE . In I in ■L7I i ' M 1 11111 DESIGN DRIVEN I CLIENT FOCUSED z111 N♦ I \ N♦ ' ■rrrr�ni =rm. 111111.1•11MINIMI Mr�« 0 � I 1 I 3'-O" 3'-0'" * '-6 2'-10" 2'-0" ; I*' '�� Client w CLR. w , l RUBBER BASE cc A. ELEVATION B. ELEVATION C. ELEVATION z 1 w 0 Q USHORE STE I N 1 ENLARGED RECEPTION DESK z2 RECEPTION DESK ELEVATIONS W 4 RECEPTION DESK SECTION w . 0 © RECEPTION 1001 1/4"=1'-0" o . 4.10 @ RECEPTION 1001 1/4"=1'-0" I 4. . 4,.o 1"=1'-0" w co ROTES: ( ca A. FINISH ENDS, TYP F. PROVIDE (2) 12" WIDE (CLEAR) P-LAM 13" I 1 B. ALL COUNTER TOPS, EDGES AND PAPER SLOTS WITH (6) EQUAL OPENINGS -k f' • Project P-LAM TRANSACTION BACKSPLASHES, PL-3 EACH '�- • (2) ADJ. MILLER '♦' KIM, CPAS TOP C. ALL CABINET FACES AND DOORS PL-4 G. ASSUME (1) CENTERED GROMMET AT 29" MELAMINE SHELF , � WOOD FINISH ENDS TO D. SHIM AS REQUIRED HIGH SURFACE. CONFIRM FINAL = __ P-LAM FACES E. ALL EXPOSED EDGES AT DOORS AND LOCATION WITH TENANT. Iii MAIL SLOTS TO TENANT MATCH BUILDING STD ,., 1'-0" SHELVING TO BE P-LAM TO MATCH 90 DEGREE w ACCOMMODATE LETTER IMPROVEMENT ADJACENT VERTICAL SURFACES. CORNER OCCURS w ____ =___ SIZE (8.5X11) PAPER }�" BLACK REVEAL, TYP LINCOLN TOWER Ch - - — 9 14 WINDOW P-LAM VERTICAL �. ♦ y -----rte BLACK FABRIC-WRAPPED e Iv •4.1 * ABOVE I = SUPPORTS AND FINISH 10260 SW GREENBURG 4" ►=e = TACK BOARD P-LAM COUNTER TOP CEILING -- IL ENDS ARD, OREGON PAINT GRADE MDF WALL, WI SOLID WOOD EDGES 1F-----1 W . ._:�_-� 5) ADJ. P--LAM ;,. t, :, ALIGN WITH LOWERS ( SHELVES, EQUALLY FINISH PAINT 2�,.-0" r ° .- C _g ! w SPACED, TYP. t BLACK f A i_, /"'♦ _./\_4(/\ �� \ 0 �� P-LAM COUNTER TOP MELAMINE INTERIOR .� -� ,1 \ ,�'N' ♦ \._ v _ - _ __/I w o ,� T R3a41A�Ta ��' W/ WOOD FINISH ENDS „� �, _ P-LAM COUNTERTOP R ? SUPPORT BRACKET co , y `n r o ♦ S PAPER END ^^^�� AND EDGE y BOX, BOX, FILE PEDESTAL, v ,, 0I ;- \ i SLOTS I PANEL . i a ELECTRICAL CHASE, TYP PROVIDE HARDWARE i r /ix. ,�, E .A--N. N. E ? (1) ADJ MELAMINE 'ORTLA D, OREGON ,� in -4 FOR PENDAFLEX SUSPENDED ^ — in / '\/. _ r SHELF cn I "1 0 5 PAINT GRADE MDF WALL, FILING SYSTEM. CONFIRM N 7 ♦/ OP N , l'... `� cv FINISH PAINT LEGAL OR LETTER FILE o1-1C4 ♦ \ i \ _ — _ — 0cn � REQ. W/ TENANT .I " " w — 1 OF 1 (2) EQ 2'-0" (2) EQ 4'-0" 1 w ' ii / 7 -O / 6 -4 / 17 CLR. (1I -. P-LAM 0 ALL RIGHTSI RESE ERVED RUBBER BASE N.,_ " " ♦ ` ��� RUBBER BASE rn ` ♦ / / / THESE DRAWINGS ARE THE PROPERTY a; 10'-5"f t. RUBBER BASE (/) USOF MACKENZIE ED OR REPROQUC�DARE ANY MANNER, R WITHOUT PRIOR WRITTEN PERMISSION Li_ •/ fi \ d-,, Q 1 a co >- 2'-O" /-(?3'' z REVISIONS: RECEPTION DESK SECTION ri,W s RECEPTION DESK SECTION N 7 CABINETRY ELEVATION s CABINETRY SECTION W z � THIS REVISIONS REVISION DELTA 4.10 1"=1'-O" Ti ` 4.10 1"=1'-0" w ` 4,1D ® WORK 1012 1/4"=1'--O" w . CO / " " ¢ THIS CLOSING DATE • TYPICAL 3 4 =1 -0 m ao SHEET 0 0 w ci k 13" jr 1 r T'�- (2) ADJ. MELAMINE SHELF = - = Lai I 1 -. ` P-LAM FACES SHEET TITLE: I 1I ENLARGED - RECEPTION DESK SK > 25" P.L. TOP , 25" P.L. TOP , PLAN, CABINETRY 25" P.L. TOP ELEVATIONS AND w P-LAM COUNTERTOP AND DETAILS w r______„------ SPLASH WITH SELF EDGEP-LAM COUNTER TOP AND y SPLASH WITH SELF EDGE P-LAM COUNTER WITH T._ (1) ADJ MELAMINE (1) ADJ MELAMINE SELF EDGE SHELF SHELF ` ,] _� I 1 Ire DRAWN BY: CAK 4 PROVIDE UNDER SURFACE CHECKED BY: SBH, PPA L23 t BRACING AS REQUIRED TO 1 1 w = _ _ _ �= w ===.-:===.1-..._ f w ENSURE SURFACE SHEET: w1w W _.________ RIGIDITY ( I P-LAM Y cn -' P`-LAM w - P-LAM END PANEL 1: RUBBER BASE I RUBBER BASE ----___RUBBER BASE A4,10 cc se ♦ /� 2'-0" ,�j 3�' _ 2,_0" sr ti. o 2�_0" / w —J I N0. 1 © CABINETRY ��ECTION ,_ 0 10 CABINETRY SECTION ,_ w ii CABINETRY SECTION U soTYPICAL 3 4"=1'-0" m TYPICAL 3 4"=1'--0" m . "- "/ � 4,10 / � 4.10 TYPICAL 3/4 -1 0 � PERMIT Si:T 10/1112D17 215085460\4_.7RAW1NCS\ARCHITECTURAL\SD-A4.10.0WG CM 10/11/17 11:08 1:98.00 • FLOOR OR ROOF STRUCTURE POP RIVET RUNNER TO WALL ANGLE AT 2 BERC 2 8" MAX. _ - ADJACENT WALLS, FASTEN CLOSURE ANGLE WITH CLIP SCREWS DIRECTLY TO WALL FRAMING OR PROVIDE STRUT i STABILIZER BAR BETWEEN ALL MEMBERS AT PERIMETER -/ <41 ATTACH STUD TRACK STABILIZER BAR ADDITIONAL #12 WIRE SUPPORT AT ALL MEMBERS 0%.1- '-'-'440007'N �'�` \ THROUGH GRID TO WITHIN 8 OF PERIMETER 1 \ �, BRACE ABOVE - ..., __ s :_ —LATERAL BRACING WITH APPROVED VERTICAL A4 COMPRESSION STRUT AT 12'-0" OC EA WAY + ~ + + SUSPENDED CLG COUNTERSLOPE HANGERS IF MORE THAN 1:6 OUT OF PLUMB 2 ASSEMBLY ,� Architecture = Interiors ` ■■►_ili►. ► �� "ATTACHED `4. Ili Planning • Engineering � ) 7 " + ` ,ups -i/-__i-� 1:a�;� $PiI - - WALL + ' " il/" �"'� CUT TILE FOR TIGHT METAL STUD BRACING TO FLOOR �-,J0 i. FIT AT WALLS , STRUCTURE AT 8'-0" OC WI (2) #8 '� CaiVCi AT WALL NTS CASING BEAD I SHEET METAL SCREWS AT EACH END. Portland,OR /\ NOTE: FOR UNATTACHED WALLS PROVIDE A STUD SIZING PER SPAN TABLE V1A ! 503.224.9560 3/4" GAP BETWEEN EDGE OF ANGLE AND CLIP USG 200-A ! BRACING TO BE PROVIDED WHERE -- DO NOT SCREW BERC 2 CLIP TO TRACK j DISTANCE BETWEEN PERPENDICULAR Vancouver,WA \ SOUND ATTENUATION INTERSECTING WALLS OR HORIZONTAL 360.695.7879 AT ALL NEW WALLS, TYP. M� I BRACING BETWEEN WALLS EXCEEDS Seattle,WA `..,.a�" CROSS RUNNERS FIT BETWEEN MAIN RUNNERS TABLE MAX. LENGTH 8'-O" OC 206.749.9993 MAIN RUNNERS AT 4'-O" OC SUPPORT WITH #12 1/2" DIA CONDUIT (EMT) 5'-10" A 3/4" OIA CONDUIT EMT) 7`-8" �� .•� www.mcknze.com 6'-0" MAX WIRE AT 4'-O" OC OR WITHQ WIRE AT 5=0" OC EAS WAY _ ► w 1" DIA CONDUIT (EMT) 9'-9" METAL STUDS SEE WALL HEIGHT -4— EA WAY. BEGIN BRACING WITHIN & r LATERALLY BRACE MAIN RUNNER TO STRUCTURE AT 12'-0" OC " GYP 80 EA SIDE 001,1 '-O» OF PERIMETER AND SGL 1625125-33 MTL STUD 12'-0" TABLE FOR GAUGE AND SPACING MACK E N Z I E. 2Oj� GA) DESIGN DRIVEN I CLIENT FOCUSED 2" (1-5/8"x FROM CROSS MEMBER IN AREAS GREATER THAN 1,000 SF 1101"- CONT ACOUSTIC SEALANT EA NOTE: BACK TO BACK 1625125-33 15'-O" . SIDE AGAINST TRACK NO GhentALL GRID MEMBERS AND CONNECTION DEVICES TO BE OF AN SECURE ALL HANGERS TO BLDG MTL STUDS (1-5/8 x2OGA) "? SEALANT AT SIM COND APPROVED TYPE AND HAVE A 180# CAPACITY ALL LATERAL BRACING STRUCTURE. TRAPEZE DUCT WORKSGL 250S125-33 MTL STUD 13'-6" 1/2" MAXE///- WIRES TO HAVE A 200# CAPACITY. AND OTHER LARGE 08STRUCTIONS (2-1/2"x2OGA) BOTTOM TRACK TO FINISH SUSPENDED CEILING BRACING TO COMPLY WITH ASCE7, ASTMC635, BACK TO BACK 250S125-33 15'-0" CONCRETE SLAB FLOOR WI POWDER DRIVEN ASTMC636 AND ASTME580 MTL STUDS (2-1/2"x2OGA) ANCHORS AT 4'-0" OC o W SUSPENDED CEILING BRACING ; A . NON—BEARING BALL 1 NOTE: PROVIDE SEISMIC SEPARATION JOINTS IN CEILINGS GREATER NTS cg 5.2 AT FLOOR AND SUSPENDED CEILING 3"=1'-O" d SHORE 5 T E I N THAN 2,500 SF. PROVIDE HEAVY DUTY GRID SYSTEM. pp SOUND ATTENUATION BATT DOORSCHEDULE AS OCCURS Project DOOR DOOR DOOR FRAME HDWRGYP BD WALL AS OCCURS MILLER + KIM, CPAS DOOR OPENING SIZE THK TYPE MAT'L FINISH MAT'L FINISH DETAILS GROUP RATING COMMENTS — 11111 SU� 'EXIST 3'-0"x8'-8" EXISTING DOOR - -- T E__1002A 3-0 x8-8 1 FL SC S HMK FF 7/A5.20 H-1 -- -- SOUND ATTENUATION BATT * 1011A 3'-O"x8'-8" 1 " HG SC S HMK FF 7/A5.20 H-3 1 .M AS OCCURS 1012A 3'-0"x8'-8" Ir-FLA SC S _ HMK FF 8/A5.20 H-2 -- -- GYP BD WALL AS OCCURS 10128 3'-0"x8'-8" 1 " FL/R SC S HMK FF 8/A5.20 H-2 -- -- DOUBLE STUD AT JAMB, TYP LJ4COLN TOWER Ito 10260 sWC RD. HARDWARE GROUPS: ABBREVIATIONS: - .1111) TIGARD, OREGON H-i: PASSAGE '* - ' EXIST EXISTING ' • I LATCHSET F75 GRADE 1, FF FACTORY FINISH - - r �� .011 BUTTS, SEAL, STOPS gi Jill METAL DOOR FRAME TO MATCH ; , H-2: LOCKING WORK ROOM FL FLUSH DOUBLE STUD AT JAMB, TYP �`�lFL FLUSH WITH ADJACENT RELITE 1 EXISTING SUITE STANDARD 3041 LOCKSET F82 GRADE 1, z �' P R ", aL'[Q I" -A U T SEA STOPS HG HALF GLAZED ;Z.< rib ' BTS' L, HMK HOLLOW METAL KNOCKDOWN !`'0 1-1-3: STOREROOM/SERVER MATCH EXISTING SUITE STD1 .3 s0411 LOCKSET F86 GRADE 1, S STAIN Li 0 e • BUTTS, SEAL, STOPS SC SOLID CORE WOOD URTLAN , OREGON DOOR SCHEDULE NOTES: •: 4W . : III III 14 # DOOR SCHEDULE COMMENTS: an I A. ALL DOORS/CLOSURES TO BE CHECKED, ADJUSTED, OF 1. PROVIDE LOUVER AT DOOR. AND/OR REPLACED TO BE IN COMPLIANCE WITH ADA.. AD 1 c ' B. ALL SECONDARY DOORS TO HAVE DEADBOLTS REMOVED, C7 MACGENZIE SERINSTALL COVERPLATES OR CHANGE DOORS AS AVAILABLE. Illiii4A011111.1111 SIDE LIGHT AS OCCURS ALL RIGHTS RESERVED C. ALL DOORS, FRAMES AND HARDWARE TO MATCH TENANT ITEMPERED /�WITH t 4" GLASS THESE DRAWINGS ARE THE PROPERTY OF MACKENZIE AND ARE NOT TO BE SUITE STANDARDS. USED OR REPRODUCED IN ANY MANNER, D. VERIFY DOOR HEIGHT DIMENSIONS. APPROXIMATE 11.A. WITHOUT PRIOR WRITTEN PERMISSION MEASUREMENTS BASED ON FIELD OBSERVATION. ii ' E. NEW DOORS MAY BE PULLED FROM EXISTING BUILDING ��...J` n REVISIONS: INVENTORY OR RELOCATED WITHIN SUITE WHERE POSSIBLE. 1YP INTERIOR DOOR 8 TYP INTERIOR DOOR z o REVISIONS REVISION DELTA 5 2 HEAD SIMILAR r=1'-.0" O . � " a S SHEETTHIS CLOSING DATE � HEAD SIMILAR 3 =1 -0 � �� ROOM FINISH SCHEDULE * LINCOLNTOWERSTUDSIZE: 2W I I I FLOOR BASE N. WALL. E. WALL S. WALL W. WALL CEILING ROOMI ROOM NAME MAT'L MAIL MAT'L MAT'L MAT'L MAT CEILING FINISH • �1 /p�pp cOFINISH FINISH FINISH FINISH FINISH FINISH HT` MAT'L COMMENTS LIMITING WALL HEIGHT TABLE 1001 RECEPTION LVT RB GB/P P P P EXIST EXIST 1 INTERIOR NON STRUCTURAL». WALLS L/240 ails 5psf , 1002 BREAK LVT RB GB/P P P P EXIST EXIST 1 DE'I IATION SPA MAX. WALL HEIGHT 1003 HALL CPT _ RB -- GB/P GB/P P EXIST EXIST 1004 CONFERENCE CPT RB P P P P EXIST EXIST Ilr 4FRAME TO MATCH 2505125- 18 24" 8'-4"1005 OFFICE CPT RB P _ P _ P P EXIST EXIST EXISTING SUITE STANDARD2505125-18 16" 9'-7" SHEET TITLE: 1006 OFFICE CPT RB P P P P EXIST EXIST j'''"► Cccc 1007 OFFICE CPT RBP _ PP P EXIST EXIST 12505125-2724" 9'-10" QETAAILS AND SCHEDULE OF INTERIOR 1 INISHES 1008 OFFICE CPT RB P P P P EXIST EXIST 2505125-i8 16" 11'-3" �E��'S1009 CPT RB P P P P 11 » CPT-1: TBD OFFICE _ EXIST EXIST1010 OPEN OFFICE CPT RB P P GB/P GB/P EXIST EXIST �'� 362S125-18 24" 13'-5" LVT-1: TBD 1011 IT VCT _ RB GB/P P P P EXIST EXISTS 362S125-18 16" 14'-4" 1012 WORK LVT RB GB/P GB/P GB/P GB/P EXIST EXIST 1 Ii 3625162-33 16" 16'-5" VCT-1: TBD 1013 HALL _ CPT _ RB P -- G8/P P EXIST EXIST 3625162-43 16" 18'-0" PL-1: TBD FINISH SCHEDULE NOTES: ABBREVIATIONS: 16" 24'-6" 600S162-33 , , A. ALL INTERIOR FINISHES BUILDING STANDARD, COLORS CPT CARPET INTERIOR WALLS DRAWN BY: CAK PL-2: TBD TO BE COORDINATED WITH TENANT. EXIST EXISTING B. PATCH AND REPAIR ALL EXISTING WALLS WHERE GB GYPSUM BOARD WITH CERAlAC TLE FACING L/360 a� 5psf PL-3: TBD AFFECTED BY NEW CONSTRUCTION. PAINT NEW AND CHECKED BY: SBH, PPA EXISTING WALLS THROUGHOUT. ASSUME 10% OF WALLS P PAINT I 1 PL-4: TBD TO RECEIVE (1) ACCENT PAINT. COORDINATE FINAL RB RUBBER BASE ._ � GLAZED PANEL AS OCCURS DESIGNATIONA WALL N SHEET: ACCENT PAINT LOCATIONS WITH TENANT. VCT VINYL COMPOSITION TILE I1II1 WITH 1/4" TEMPERED GLASS 362S125-18 16" 12'-4"P-1: T80 C PROVIDE NEW BUILDING STANDARD BROADLOOM LVF LUXURY VINYL TILECARPET FLOOR FINISH AND RUBBER BASE 3625125-33 16" 14'-3" -2: 180 THROUGHOUT, UNLESS NOTED OTHERWISE. PROVIDE I RB-1: TBD UPGRADED BUILDING STANDARD LVT AT RECEPTION, BREAK AND WORK ROOMS. PROVIDE VCT AT IT ROOM. WALL TABLES ARE BASED ON WALLS SHEATHED BOTH SIDES FULL HEIGHT WITH 6 1/2" GYPSUM BOARD ATTACHED WITH #6 SCREWS MIN. AT 12"-0" O.C. MAX. z 1 1 _ FINISH SCHEDULE COMMENTS: ¢ 1. CONFIRM LVT INSTALLATION DIRECTION WITH TENANT JOB N0.215 54.60 ONCE LVT PATTERN IS SELECTED. INTERIOR WINDOW » BALL HEIGHT TABLE I HEAD SIMILAR 3 =1 -0» w PERMIT SET: 1t /11/2017 i 215095460\4_DRAWINGS\ARCHITECTURAL\60-A5.20.DWG CAK 10/11/17 11:03 1:96.00