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Plans (384) BU P2018 - 00145 OWNER O F10E COPL SHORENSTEIN REALTY SERVICES ROB FABIAN - PROJECT MANAGER - CONSTRUCTION `� -- — RFABIAN®SHORENSTEIN.CON / swLocustskvat 5335 MEADOWS ROAD, SUITE 275 LM .1J j/ LAKE OSWEGO, OREGON 97035 ,\\-/ f' _JETTTI; Ili a� G L -!3' ' " I +{lI l III l+ ` PHONE: (503)412-4844 Architecture 1l Interiors ©nDD Qo V. 8a i �alili�T hid e �{ l0 ., .�� �w- f; a _ 11111P111111[11-141-1-11-1-0 i---- PlanningMERCHANT SOI_ UTIONS Engineering d �` ' '• � © � �" �. I. 111!I Ili pc. = ,•� • � .�1;— �II�� �llli�PPM GENERAL CONTRACTOR / ' 0 I G } t}: }� r �1 iiI__ STRUCTURED J J j� t' --Ii,D _ o #� I .^ v• ,•� f RUSSELL CONSTRUCTION 1 ke� 1 : I 10 �0f1 4 ,• ;'I"'111Y1l'EI '11 in ""��. , DONN STURDIVANT/ARNE WAYRYNEN Jf -,._.I {= f� �'' ' �'��� / DSTURDIVANT©RUSSELLCONSTRUCTION.COM RECEIVED Cl' J Portland, OR sic : `` �� I ; � / 20915 SW 105TH AVENUE MAY 2018 _ !tL__- # � '; . �� "{ `'`�� {�—���'- •` � �� TUALATIN, OREGON 97062TENANT IMPROVEMENT 503.224.9560 .- r.r amr 4 r ,I!P \.1 / PHONE: (503)692-9002 VIncouvir, WA ° (//--~ r o Y r\ `.r ,-;›,,,/ 360.695.7879 f � . .t . . _ let/ UILDING DIVISION Swi t% WA Jj ugrirsti L� [ 246.749.9993 / k /- ; / ./ LEGEND 1 LINCOLN_ ._. . I �' _ www.mc cnze.COM / j / 1► /rl ;4101E;'''' ..r :au+_. :A 1 - • _ (;,/,i,. , �/1i d/ 0 t u �.,. � C , j� l =_ EXISTING CONSTRUCTION TO BE DEMOLISHED„ ,,, I� .s,i _ I�r 10300 S\A( GREENBURG RID. MACKENZIE. j 111\1rr���1��`r � . •C j ^, r 8'` `' f i EXISTING WALL TO REMAIN 1 oritaK DRIVEN I CLIENT fOCYCa6 . . ., � �`�-..�,�, �-1-' --t �Llr'�UL �y I � q 1 W WA L T 72” AFF SEE 7 A5.20/ i y - I i. o I NELD 1 /WTIGARD cREcDF\I Client j r f `!�E I i F h-t = k lain _ NEW WALL TO UNDERSIDE OF GRID, SEE 4/A5.20 ,. i1iI11i1 i Itlf IlIl II p I , ,` , _ �`` tr 1 1 EXISTING 1 HOUR RATED WALL TO REMAIN 1�f I I EXISTING DEMISING WALL TO REMAIN ! - --- � u I I I I L" : 1 , - `,, �: �_ _ - — - Iiliii111� 1 �i���11ii �H��iiI _; INDEX OF DRAWINGS h = srR1cT11RSD ITkc Y •71111111(11111111 R�a _E ® NEW BASE FEED, (1} CIRCUIT PER (4} WORKSTATIONS ' ® NEW BASE FEED, (2) CIRCUITS sy � Re s •r � iri\ � ffllfflffll#iH . - �� � , - `° ^ G0.01 TITLE SHEET, SITE PLAN, KEY PLAN, LEGEND, CODE SUMMARY AND NOTES � r I I I I I° I I l I+�1111' I u I!I" EXISTING QUADRUPLEX OUTLET A1.10 DEMOLITION PLAN, PARTIAL FIRST FLOOR PLAN, REFLECTED CEILING PLAN, - iii, lilt ! I p r �N �__-_ . ; L ; SCHEDULES AND NOTES �-, sW oak slrrinl_ EXISTING DUPLEX OUTLET llA4.10 ELEVATIONS AND DETAILS 0. A5.20 DETAILS L_ . . - _ I 25 s^Dn' 2ca NEW DUPLEX OUTLET Project EXISTING OUTLET AND TELEPHONE/DATA ROUGH IN LOCATION MERCHANT SCOPE OF WORK SOLUTIONSAREA OF WORK 9 A NEW OUTLET AND VOICE/DATA ROUGH IN LOCATION THE SCOPE OF WORK FOR THE PROJECT INCLUDES INTERIOR TENANT IMPROVEMENTS SUITE 110 (00 SITE PLAN EXISTING COVERPLATE LOCATION TO RECEIVE NEW VOICE/DATA ROUGH IN LOCATION FOR AN APPROXIMATELY 2,135 SQUARE FOOT TENANT ON THE FIRST OF FIVE FLOORS. TENANT EXISTING COVERPLATE WORK TO INCLUDE DEMOLITION, NEW WALLS, DOORS AND RELITES, AND NEW CABINETRY. IMPROVEMENT ,`•.EXISTING LIGHT SWITCH TENANT APPROVAL: 1 LINCOLN TRUE 10300 SW GREENBURQ RD. NORTH is NEW LIGHT SWITCH WITH OCCUPANCY SENSOR TIGARD, OREGON . P3 FIRE STROBE I , ip a FIRE EXTINGUISHER DESIGN/CODE DATA : 1 CO EXISTING THERMOSTAT GOVERNING CODE: 2014 OSSC • PAUL P. /'� O KEY NOTE FOR REFERENCE OCCUPANCY: B �,� / S c7! CONSTRUCTION TYPE: TYPE I-B OFFICE ;r / ALIGN FACE OF FINISH WITH FACE OF FINISH TENANT AREA (APPROX): APPROX. 2,135 S.F. ��� ,,,0* •� •I• CITY OF TIGARD • /1 OCCUPANCY LOAD: 22 REVIEWED FOR CODE COMPLIANCE N i` k !� © INTERIOR ELEVATION FOR REFERENCE �t 1 I /\ ,� 2 REQUIRED EXITS, 3 EXITS PROVIDED Approved: I I h�G IIIAOT • d- a las f' AR iplionip i- IiI j ;� r ALL EXITS ARE EXISTING AND HAVE APPROPRIATE EXIT SIGNAGE C' 0 _ ■ ■ I(„ Iv. � �ooA DOOR NUMBER SYMBOL rBUILDING IS NOT SPRINKLED AND HAS NEPA SMOKE DETECTION Permit#• t i 2nfY[- J4e-INlip, REQUIRED EXIT WITH ON SITE EMERGENCY GENERATOR FOR FIRE, LIFE SAFETY BACKUP) Iii:a I 1 EXTT / I��G 1/�PPh �� © ALM RIGHTSI R 2018 ED',CIIlit iiiiii I� Suite#: ! co I�.��.1�l EXISTING CEILING GRID 1 ' DatC: THESE DRAWINGS ARE THE PROPERTY I �, _ SEPARATE PERMIT By: �_ 9 )% USOF ED OR REPROAND DUCED AR ANY MANNER, Z �o i I I i - EXISTING 1'x4' LIGHT FIXTURE TO REMAIN WITHOUT PRIOR WRITTEN PERMISSION Fc t� 2014 OSSC SECTION 107.3.4.2 (separate permit by others) I 1i�� r I " ;: EXISTING 2'x4' LIGHT FIXTURE TO REMAIN ,E I l MECHANICAL REVISIONS: MA il p 0 EXISTING RECESSED LIGHT FIXTURE TO REMAIN ELECTRICALZ PLUMBING Q REVISIONS REVISION DELTA 1 1 1 E o 0EXISTING SUPPLY/RETURN VENT TO REMAIN Ed THE ET CLOSINt; DATE a Q SHE -..• SUPPLY/RETURN VENT TO BE RELOCATED NOTE: DESIGN BUILDERS FOR FP. ARE FULLY RESPONSIBLE FOR THE DESIGN OF THESE 1 { SYSTEMS/COMPONENTS. THESE SYSTEMS/COMPONENTS SHOWN ON DOCUMENTS ARE Q9 EXISTING EXIT SIGN LOCATION SCHEMATIC ONLY: THEY ARE NOT INTENDED TO REPRESENT FINAL/CODE COMPLIANT , I DESIGN. PROVIDE DESIGN DOCUMENT SUBMITTAL TO ARCHITECT OF RECORD FOR REVIEW PROPOSED EGRESS LIGHTING PATH, 1 FOOTCANDLE TO BE PRIOR TO SUBMITTAL OF THE DIAGONAL = 35'-6" �J / CONFIRMED THROUGH SEPARATE PERMIT l � II= .� VALUATION I I`11 , • VALUATION OF WORK = $21,000 1 , SHEET TITLE: �'��� j. iilijTITLE SHEET, SRE PROJECT GENERAL NOTES PLAN, KEY PLAN, II�Rf m� 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. LEGEND, CODE L„,,„, - I II I B. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE LATEST ADOPTED BUILDING CODE EDITION, AND TO CONDITIONS AND SPECIFICATIONS OF ALL GOVERNING AUTHORITIES. , ' ^ _ _ _ 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. SUMMARY AND ■ ■ - J '� ACM r ANY CORRECTION WORK REQUIRED AS A RESULT OF NOT REPORTING SUCH DISCREPANCIES SHALL BE PERFORMED AT NO ADDITIONAL COST TO THE OWNER. NOTES L ' 1! i �rrr 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. - f- �' IP E. REFER TO ENLARGED PLANS AND ELEVATIONS WHERE INDICATED FOR ADDITIONAL INFORMATION. ENLARGED PLANS TAKE PRECEDENCE OVER PLANS OF SMALLER SCALE, AND DETAILS TAKE r lo �``I �' PRECEDENCE OVER PLANS. IN THE CASE OF A CONFLICT, THE HIGHEST COST OPTION SHOULD BE PRICED. 1 """—�� 1� F. DETAIL REFERENCES SHALL BE APPLIED TO ALL INSTANCES WHERE THE SAME CONDITIONS OCCUR, UNLESS NOTED OTHERWISE. DRAWN BY: KGB 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 111111 --1 r FLOOR. -71 H. DO NOT SCALE DRAWINGS. CHECKED BY: MRT, PDK y „ I. CUTTING AND DRILLING OF STRUCTURAL MEMBERS NOT DETAILED REQUIRES THE WRITTEN PERMISSION OF THE 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 EXIT LONGEST COMMON FOR RECYCLING/RE-USE OF DEMOLITION DEBRIS. DISTANCE BETWEEN EXITS = 44'-9" PATH OF EGRESS 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, TRAVEL = 28'-8" 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. GO.01 AREA OF WORK 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 - (Abf 2 KEY PLAN COORDINATE WITH THE OWNER. 1 Gj0,a FIRST FLOOR NTS t\ JOB NO. 2150955.61 TRUE PLAN PERMIT SET: 05/01/18 NORTH NORTH 215095561\4_ORAWING5\ARCHITECTURAL\61_G0.01.DWG KGB 04/30/18 15:18 1:86.00 GENERAL DEMOLITION NOTES ;\\\\_. „, --______ . ,. ``''` C A. REMOVE EXISTING FLOOR FINISH AND RUBBER BASE THROUGHOUT. PATCH, REPAIR AND PREP SUBSTRATE AS REQUIRED TO RECEIVE NEW FINISHES. SEE SHEET A1.1O FOR FINISHES. — -- (; — B. THE CONTRACTOR SHALL CAREFULLY EXAMINE CONSTRUCTION DOCUMENTS FOR THE WORK. ANY CONFLICTS, INCLUDING BUT NOT LIMITED TO BUILT CONDITIONS OF M.E.P. IN THE PLANS SHALL BE CALLED .. TO THE ATTENTION OF THE ARCHITECT/DESIGNER, SO THAT THE CLARIFICATION CAN BE ISSUED. -044" C. SALVAGE ALL DEMOLISHED COMPONENTS AS POSSIBLE. RETURN TO LANDLORD FOR FUTURE USE. Architecture Interiors 441. D. SAVE AND RECYCLE DEMOLITION DEBRIS WHERE POSSIBLE. COORDINATE WITH CITY OF TIGARD REQUIREMENTS FOR RECYCLING DEMOLITION DEBRIS. Planning Engineering E. CAP ALL ABANDONED PLUMBING, ELECTRICAL CONDUIT, AND OTHER UNDER SLAB UTILITIES AS REQUIRED. F. RETAIN EXISTING FIRE EXTINGUISHERS FOR FUTURE USE. Li !---4 HN 0;1 G. EXISTING STRUCTURE TO BE LEFT UNDISTURBED AND INTACT. PERFORM NO DEMOLITION THAT MAY COMPROMISE THE STRUCTURAL INTEGRITY OF THE BUILDING WITHOUT WRITTEN APPROVAL OF THE 0 -) ARCHITECT/DESIGNER. Il ld • . J GENERAL NOTES Portland,OR 4� . r ___ - _.j ,�_ 503.224.9560 L r A. ALL EXISTING CONDITIONS TO REMAIN, UNLESS NOTED OTHERWISE. VariCOUv�C, WA - B. DIMENSIONS REFLECT FACE OF FINISH TO FACE OF FINISH, UNLESS NOTED OTHERWISE. 360,695,7879 C. WALL THICKNESSES ARE NOMINAL, UNLESS NOTED OTHERWISE. Seattle, WA D. SUSPENDED ACOUSTICAL TILE CEILINGS AT 8'-9"± (EXISTING) AFF, UNLESS NOTED OTHERWISE. 206.749.9993 BF r7 E. FOR SEISMIC BRACING OF SUSPENDED CEILING AND INTERSTITIAL EQUIPMENT SEE DETAILS 3/A5.20. --- ' 11.--7 L_k F. CENTER ALL DOWN LIGHTS, SMOKE DETECTORS AND ALL OTHER CEILING PENETRATIONS IN CENTER OF 2x2 TILE, UNLESS NOTED OTHERWISE. www.mcknze.com G DEFERREDSUBMITTAL. ELECTRICAL, AND SWITCHING LOCATIONS ARE SHOWN TO CONVEY GENERAL INTENT ONLY. COORDINATE ELECTRICAL/DATA/SWITCHING REQUIREMENTS WITH TENANT AND PROVIDE DRAWINGS BY MACKENZIE H. HVAC CONTRACTOR TO PROVIDE FULL SHEET OF THE FLOOR AFFECTED UPON COMPLETION. CONTRACTOR IS RESPONSIBLE TO PROGRAM THE OVERRIDE HVAC BUTTON. CPt1DN DRIVLN 1 CLIINr FDCUtal Ct? `T' 'T` I. ALL INTERIOR WALLS TO GO TO UNDERSIDE OF GRID UNLESS NOTED OTHERWISE. iihi •_ . J. ALL INTERIOR DOORS TO BE SOLID CORE FLUSH WOOD DOORS TO MATCH BUILDING STANDARD UNLESS NOTED OTHERWISE. Client K. OUTLETS INDICATED ARE EXISTING UNLESS NOTED OTHERWISE. SITE VERIFICATION HAS BEEN PERFORMED (ON 07/14/2017, WHILE OCCUPIED) AND PLAN, ELECTRICAL AND CEILING INFORMATION HAS BEEN UPDATED (OBSERVATION IS LIMITED TO VISIBLE/ACCESSIBLE AREAS). CONTRACTOR TO FIELD VERIFY AND CONFIRM ADDITIONAL REQUIREMENTS WITH TENANT. L. NO VOC PAINT SYSTEMS TO BE UTILIZED, TO INCLUDE PRIMERS AS WELL AS FINISH PRODUCTS. M. ALL DIMENSIONS SHOWN AS PLUS/MINUS (f) ARE FOR GENERAL LAYOUT AND REFERENCE ONLY. VERIFY AND CONFIRM ALL DIMENSIONS AND CONDITIONS PRIOR TO START OF WORK. NOTIFY ARCHITECT/ENGINEER OF ANY DISCREPANCIES PRIOR TO START OF WORK. 1 DEMOLITION PLAN N. REPLACE DAMAGED AND SOILED CEILING TILES WHERE AFFECTED BY CONSTRUCTION TO MATCH EXISTING. 3 Fl o R c 3 T E t M 0. ADD SOUND INSULATION IN ALL NEW WALLS, EXCLUDING PARTIAL HEIGHT WALLS. A1.10 1/8"=1'-0" P. LIGHTING LAYOUT IS SHOWN FOR PRELIMINARY DESIGN INTENT ONLY. FINAL LIGHTING LAYOUT TO BE PROVIDED BY THE ELECTRICAL CONTRACTOR AND IS DEPENDANT ON OREGON ENERGY CODE ALLOWANCES AND EXISTING BUILDING INFRASTRUCTURE IN CEILING. ELECTRICAL CONTRACTOR TO REVIEW ALL REQUIRED LIGHTING LEVELS AND DISTRIBUTION AND NOTIFY ARCHITECT OF ANY CONCERNS OF FOOTCANDLES OR FIXTURE PLACEMENT/LOCATION WITHIN ANY AREA OF THE SPACE. CONFIRM NEW LIGHT FIXTURE PLACEMENT DOES NOT INTERFERE WITH NEW WALL CONSTRUCTION AND SAT MAIN GRID LINES, RELOCATE IF REQUIRED. FINAL LAYOUT TO BE REVIEWED AND APPROVED BY LOCAL JURISDICTION THROUGH DEFERRED SUBMITTAL. [ 1 SERVER Project ® KEYNOTES MERCHANT 11 f ms _ _ _ _ o SOLUTIONS �` 4/1 za `� �� r — 7 A �ffi 1. ALIGN NEW WALL WITH EXISTING WALL. SUITE 110 0 ' 8 _. 2. CENTER NEW WALL ON EXISTING BUILDING COLUMN. TENANT 1 RECEPTION F ' L '� A 3. NEW PARTIAL HEIGHT WALL AT 72" AFF. PROVIDE STRUCTURAL SUPPORT AS REQUIRED TO ACCOMMODATE LENGTH AND HEIGHT OF WALL. SEE DETAIL 7/A5.20. IMPROVEMENT 101 I BREAK CFT ,, 4. NEW 2'-O" WIDE INTEGRAL RELITE TO MATCH SUITE STANDARD, SEE DETAIL 8/A5.20. 1 LINCOLN 5. EXISTING 4X8 PLYWOOD PHONE BOARD TO REMAIN. CONFIRM EXISTING DEDICATED QUADRUPLEX OUTLET, PROVIDE NEW IF REQUIRED. WORK OPEN OFFICE 6. CONVERT EXISTING OUTLET TO DEDICATED. 10300 SW GREENBURG RD. Iriis103 114 CFT — - 7. RELOCATE EXISTING CEILING COMPONENT. TIGARD, OREGON :H ' 8. RE-USE EXISTING PLUMBING LOCATIONS AND FLOODSTOPPER, IF FEASIBLE. L I 0 0A MI OFFICE 9. CONFIRM FINAL DIMENSION WITH TENANT BASED ON THEIR FINAL FURNITURE LAYOUT. t10. ALIGN FLOORING TRANSITION WITH EDGE OF WALL. • 1 ilk LVF 22'-7"t co 111 © XIS�7 �•• � ¢!TQW °I L DOOR SCHEDULE HARDWARE GROUPS SCHEDULE OF INTERIOR FINISHES PALI D. CPT0H HALL \' HALL 0 HALL �- yr c 1 „ j� O 108 l� ALIGN 115 I DOOR DOOR DOOR FRAME HARDWARE "'' ` NO. OPENING SIZE DETAILS GROUP RATING COMMENTS CPT-1: BROADLOOM CARPET: SHAW, 5A188 ESSENTIAL, 88505 PERFECT • " THK TYPE MAT L FINfSH MAT L FINISHH-1: PASSAGE CHARCOAL• .. . . .. .....- EXIST 3'-0x8'-3" EXISTING DOOR -- LATCHSET. F75 GRADE 1,+ ► xis I 107A to,a OFFICE OFFICE OFFICE OFFICE OPEN OFFICE .: OFFICE 107A 3'-0x8'-3" 1-3/4" FL/R SC S HMK FF 8/A5.20 H-9 - - BUTTS, SEAL, STOPS LVP-1: LUXURY VINYL PLANK: SHAW, 0187V UNCOMMON GROUND 4", 02700 OLIVEWOOD �+ 104 105 106 107 109 110 19OA 3'-0x8'-3" 1-3/4" FL/R SC S HMK FF 8/A5.20 H-1 - -1 OF O � 0 '�_ - . VCT-1: VINYL COMPOSITION TILE: ARMSTRONG, IMPERIAL TEXTURE, r I © 59243 TANNIN MACKENZIE 2018 ni II c� _ GENERAL NOTES ABBREVIATIONS ALL RIGHTS RESERVED - PL-1: PLASTIC LAMINATE, VERTICAL SURFACES AT BREAK: FORMICA, THESE DRAWINGS ARE THE PROPERTY Wxls A. ALL DOORS/CLOSURES TO BE CHECKED, ADJUSTED, AND/OR REPLACED TO BE IN COMPLIANCE WITH ADA. EX EXISTING 7708--58, FLAX GAUZE, MATTE USOED OR RE ZIE AND DDDA NE ANOT NY TO BBE ER, B. ALL DOORS, FRAMES AND HARDWARE TO MATCH TENANT BUILDING STANDARDS. C. VERIFY DOOR HEIGHT DIMENSIONS. APPROXIMATE MEASUREMENTS BASED ON FIELD OBSERVATION. FF FACTORY FINISH PL-2: PLASTIC LAMINATE, COUNTERTOP AND BACKSPLASH AT BREAK: i WITHOUT PRIOR WRITTEN PERMISSION 2 PARTIAL FIRST FLOOR PLAN D. NEW DOORS MAY BE PULLED FROM EXISTING BUILDING INVENTORY OR RELOCATED WITHIN SUITE WHERE FL/R FLUSH WITH INTEGRAL RECITE TBD HMK HOLLOW METAL KNOCKDOWN REVISIONS: POSSIBLE. S STAIN A1.10 1/8"=1'-0" PL-3: PLASTIC LAMINATE, WORKSURFACE AT RECEPTION DESK, TBD Z¢ REVISIONS REVISION DELTA SC SOLID CORE WOOD (, THIS CLOSING DATE PL-4: PLASTIC LAMINATE, VERTICAL SURFACES AT RECEPTION DESK, TBD ire SHEET FINISH LEGEND SS-1: SOLID SURFACE TRANSACTION TOP AT RECEPTION DESK: PENIAL , QUARTZ, BQ300P, ALPINE POLISHED 11 J I III II I I I 4 J I 1 I _ N. WALL E. WALL S. WALL W. WALL CEILING IiliIiiIUUi.■ 1111 ■■u■■ ■, RIEliallim. ROOMROOM NAME FLOOR MAT L BASE MAT LMAT'L MAT'L MAT'L MAT'L MAT'L CEILINGCOMMENTS P-1: GENERAL PAINT: SHERWIN WILLIAMS, SW 7044, AMAZING GRAY, ,■ NO. FINISH FINISH FINISH FINISH FINISH FINISH FINISH HEIGHT FINISH: EGGSHELL I 1�. 1.■ ■1111 I.m.� 1111118 I II1IIflllHIIiIIII1IIIbu1 101 RECEPTION LVP R8 P P --- P EXIST EXIST - RB-1: RUBBER BASE: FLEXCO, 038, OUTER BANKS 102 HALL CPT RB P P P P EXIST EXIST I r,11, 103 WORK CPT RB P P P P EXIST EXIST - *CONFIRM FINAL PLASTIC LAMINATE SELECTIONS WITH TENANT , 1■■!M■1■■ ■I■■�■■■�■■,��/I��„ 104 OFFICE CPT R8 P P P P EXIST EXIST - I SHEET TITLE: n■ ■n ■a v®I�11111::4111■■ ■I■ ■ u11ifitneM 4 105 OFFICE CPT RB P P P P EXIST EXIST - DEMOLiT ON PLAN, 1■�i/.'GN.■E-5■■ ■■■ ■■A//.■■■ 106 OFFICE CPT R8 P P P P EXIST EXIST - PARTIAL FIRST . 6.7111:1611:211:1111111r ■■�■■■■■■■ ■11■1111■■■►..�■■■ _ __ - FLOOR PLAN -- 107 OFFICE CPT RB GB/P GB/P P P EXIST EXIST PLAN, �a1r l Aril A4 ii/ r Iii i■■ 1■ �,� ,�-�.:. ; �'; �!,, ■■■� 1111 108 HALL CPT RB GB/P P GB/P P EXIST - EXIST - REFLECTED CEILING •.7rer. /P I ,■.�■' ■�, , ■TI■11■d■�■■ i 09 OPEN OFFICE CPT R8 -- GB/P P G8/P EXIST EXIST PLAN, SCHEDULES Etf -T 111 �..��. ...■ ... ./.../I.J./.o .�■ _ ��' AND NOTES � 110 OFFICE CPT RB G8/P P P GB/P EXIST EXIST - 11 ■111 Ii1iIfl! 1IIiflui/,/ ■ 11.11 1111■ ►.n.' ■n 111 OFFICE CPT RB P P P P EXIST EXIST - 11 111 1■! ■111111:�11A�■■111:111 __ -- i 92 BREAK VCT RB P P EXIST EXIST 1 DRAWN BY: KGB 1f 11 1 ■■■�■■' i■�,�'■■ 'II. 113 SERVER VCT RB P P P P EXIST EXIST - -II _■11 L 1■ ��L'•.II'■■■ ■ 114 OPEN OFFICE CPT RB P P GB/P P EXIST EXIST - CHECKED BY: MRF, PDK - _. [ 1 115 HALL CPT RB P P GB/P ---- EXIST EXIST - SHEET: FINISH SCHEDULE NOTES: ABBREVIATIONS: A. ALL INTERIOR FINISHES BUILDING STANDARD. SEE SCHEDULE OF INTERIOR CPT CARPET 3 REFLECTED CEILING PLAN FINISHES. EXIST EXISTING B. PATCH AND REPAIR ALL EXISTING WALLS WHERE AFFECTED BY NEW WORK. GB GYPSUM BOARD Al .10 A1.10 1/8"=1'—O" PAINT NEW AND EXISTING WALLS. P PAINT C. NEW BUILDING STANDARD BROADLOOM CARPET AND RUBBER BASE THROUGHOUT RB RUBBER BASE I 1 UPGRADEDUNLESS NOTED OTHERWISE. T BUILDINGVCT COMPOSITION TILE STANDARD LVP AT LUXURY JOB NO. RECEPTION. NEW VCTAT BREAK ANDSERVER. 2150955,61 I , FINISH SCHEDULE COMMENTS: O 1. SEE 2/A1.10 FOR FLOOR TRANSITION LOCATION. PERMIT SET: 05/01/18 215095561\4_DRAWING5\ARD-1[TECTURAL\61._Al.10 DWG KGB 04/30/18 15.19 1:96.00 NOTES: C. ALL WORKSURFACES AND EDGES, PL-3 G. ALL EXPOSED EDGES AT DOORS AND SHELVING TO AI A. FINISH ENDS, TYP D. TRANSACTION TOP, SS-1 BE P-LAM TO MATCH ADJACENT VERTICAL lip B. CONFIRM REQUIREMENTS AND SIZES FOR ALL E. SHIM AS REQUIRED SURFACES lip EQUIPMENT/APPLIANCES PRIOR TO CONSTRUCTION F. ALL CABINET FACES AND DRAWERS, PL-4 H. PROVIDE HARDWARE FOR PENDAFLEX SUSPENDED -Vt--• A OF CABINETRY FILING SYSTEM. CONFIRM LEGAL OR LETTER FILE REQ. W/TENANT / fi -O / IIMI Y..� 3'-0" 3'-0" / of TO CORRIDOR �_..ti CLR. in WALL r \ Architecture n Interiors �-\ T!!!� 1 \ QUARTZ QUARTZ QUARTZ Planning El Engineering I / I I TRANSACTION TRANSACTION TRANSACTION /I / I I o © TOP, SS-1 TOP, SS-1 TOP, SS-1 II I B /I � I Iv TIE P-LAM 6 7 P-LAM 6 P-LAM I I COUNTERTOP, 4.1 4.1 COUNTERTOP, + 4.1 • COUNTERTOP, Portland, OR ..... __-_ J i_ _� S PL-3, W/ s PL-3, WI S PL-3, w/ S 543.224.9560 SELF EDGE SELF EDGE P-LAM SELF EDGE Vancouver, WA BOX/BOX/FILE SUPPORT 360.695.7679 P-LAM 1111 \ ..s. \ PEDESTAL, PL-4 I BRACKET, Seattle, WA BOX/BOX/FILE AS 206.749.9993 PEDESTAL REQUIRED w \ I wwmcknze.com ol-eilieI -0- c `° . 7•41 In 1 `1 MACKENZIE. I[} f P-1 P-1/ I— auI10N DRIVEN I CLIENT a°OehaliD I © 1 1 IN cV Client \ I \ l \ \- \ (r) \— RUBBER RUBBER RUBBER tn A. SOUTH ELEVATION BASE, RB-1 B. WEST ELEVATION BASE, RB 1 C. NORTH ELEVATION BASE, RB-1 1 ENLARGED DESK PLAN z w H 0 R E ST , N 2a. 3 ELEVATION - RECEPTION DESK W a 4.10 0 RECEPTION 101 1/2"=1'-O" w ` 4.101/2"=r-O" w cn ❑ ❑ NOTES: SURFACE A. FINISH ENDS, TYP E. SHIM AS REQUIRED , SOLID TRANSACTION TOP B. CONFIRM REQUIREMENTS AND SIZES F. ALL CABINET FACES AND DOORS, PL-1 Project FOR ALL EQUIPMENT/APPLIANCES G. ALL EXPOSED EDGES AT DOORS AND MERCHANT PRIOR TO CONSTRUCTION OF SHELVING TO BE P-LAM TO MATCH i" BLACK REVEAL, TYP CABINETRY ADJACENT VERTICAL SURFACES SOLUTIONS SOLID SURFACE BLACK FABRIC-WRAPPED C. ALL COUNTER TOPS, EDGES, AND H. LAYOUT TO MATCH EXISTING SUITE 110 TRANSACTION TOP TACK BOARD BA CKSP LASHES, PL-2 FOOTPRINT. TENANT ?'-0" 1'-0" D. CONTRACTOR TO PROVIDE DEDICATED I. SINK AND DISHWASHER AT EXISTING IMPROVEMENT " BLACK REVEAL, TYP i" GYP BD OUTLET FOR BLACK GEGLDT89oJ88 PLUMBING LOCATIONS. FINISH PAINT ADA DISHWASHER 1 LINCOLN • BLACK BLACK FABRIC-WRAPPED \ ---- 11 ® 10300 SW ( 11BURQ RD. TACK BOARD EQ = EQ. P-LAM COUNTER TOP, •4.1 • �� EQ. - EQ. - ` 'l'1t1ARD, OREGON " W/ SOLID WOOD EDGES CEILING I ' GYP BD -~- 11 2'-s" FINISH PAINT 5 -0 'i-- MELAMINE INTERIOR (2} EQ 03 Atse REFRIGERATOR i P-LAM COUNTER W/ '� � NIC T _ ` N f; WOOD EDGE =_._. .. _._ t \ - \\.//= \ PAU D/� . 'G ,, INSULATED r - C _ -/_�. _ ._ u) EXPOSED PIPES I `U' `l✓ SUPPORT BRACKET ' I ;� BOX, BOX, FILE PEDESTAL, 4 \ i f co r-, c° , PER ADA CODE I •! _ r A, LI PROVIDE HARDWARE FOR I I o i� ELECTRICAL CHASE, TYP PENDAFLEX SUSPENDED PROVIDE I 1 -11�t N\ ^ PO' D ,AEGON 4 10 I r �` FILING SYSTEM. CONFIRM DISHWASHER ----1------...„11.z.2_:_-__0_1 o a>va>vlcs■ o �� N �I „ _ " GYP BD Nv LEGAL OR LETTER FILE I I i airI '� +?y`N FINISH PAINT oI REQ. W/ TENANT OPEN BELOW �. N N OF Q E' - PER ADA CODE u _ \ \ i�=. I 2'-O" 2'-10" L RUBBER BASE / / / �� I © MACKENZIE 2018 J ALL RIGHTS RESERVED / 7'--5►'f WWII ,� THESE DRAWINGS ARE THE PROPERTY I io• 'i i ----- RUBBER BASE \ V.I.F. V.I.F. OF MACKENZIE AND ARE NOT TO BE \ ? ix VCT TO ALIGN USED OR REPRODUCED IN ANY MANNER, V) ` I A. EAST ELEVATION WITH CABINET B. SOUTH ELEVATION U7 WITHOUT PRIOR WRITTEN PERMISSION I I 1 FACE I REVISIONS: (6 '\ RECEPTION DESK SECTION N RECEPTION DESK SECTION N ( \ CABINETRY ELEVATION m ¢ REVISIONS REVISION DELTA >. THIS CLOSING DATE 1"=1'-O" E3 BREAK 112 1/4"=1'-0" Lao 410 1"--le-0" w ` 4.10 w 4.10 w cr0 La 1-`1 SHEET ❑ ❑ . 13" CLR. , \ I U.N.O. 1 I I • (2) ADJUSTABLE MELAMINE I F SHELVES, TYP I I w J I I w w i i T f I UPPER CABINETS, DEPTH SHEET TITLE: \ MAY VARY AS REQ'D, 31" P.L. TOP ELEVATIONS AND ' 25" P.L. TOP SEE CASEWORK ELEVATIONS / / w DETAILS w U.N.O. L2-1 -, /- U-1 4" BACKSPLASH 0 / 1 -5MAX TO FAUCET \ li DRAWER AS OCCURS CONTROLS IN ELEVATION PULLS AS SPECIFIED cg I ��--- �l �\ WRAP ALL EXPOSED PIPE 1 (1) ADJUSTABLE o I 1 PER CODE w ' . MELAMINE SHELF, TYP.tic DRAWN BY: KGB - w PLASTIC LAMINATE `' / 8 z t� v w CHECKED BY: MRT, PDK _, i FACE o 1 1 ►� N w ". SHEET: RUBBER BASE �I un c- &,► jr � \ `N N OPEN BELOW PER CODE � "Q. 1 � ' \ j.. \ \ \ ¢ 1,-7"- Z . ' U A4.10 Ne dli 2'-O" JOB N0. 2150955.61 11 CABINET SECTION w (12CABINET SECTION A 4.10 TYPIGAL 3/4"=1'-O" ¢ 4.10 TYPICAL 3/4"=1'-0" PERMIT SET: 05/01/18 0 215095561\4_DRAWI4G5\ARCHITECTURAL\61_A4.10.DWG KGB 04/30/18 15.19 1:96.00 FLOOR OR ROOF STRUCTURE 0 - •• ''' . 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 4i/ ATTACH STUD TRACK ' STABILIZER BAR ADDITIONAL #12 WIRE SUPPORT AT ALL MEMBERS 0�3 /'� , THROUGH GRID TO WITHIN 8" OF PERIMETER BRACE ABOVE LATERAL BRACING WITH APPROVED VERTICAL COMPRESSION STRUT AT 12'-O" OC EA WAY y „ / = ` ` • , J SUSPENDED CLG \ \ / 43 COUNTERSLOPE HANGERS IF MORE THAN 1:6 OUT OF PLUMB ASSEMBLY \ Architecture interiors a �, M I� Planning Engineering "ATTACHED •Q . 1111ffirgILW ;1 i I ir WALL" ' ....1 %11-=-1-1170--""1---'7P- MMEINEM N a�1 CUT TILE FOR TIGHT � Ipil I lIlMETAL STUD BRACING TO FLOOR OO FIT AT WALLS � 1 ; STRUCTURE AT 8`-0" OC W/ (2) #8 > CRUNG E!]OE AT WALL NTS I I SHEET METAL SCREWS AT EACH END. } O NOTE: FOR UNATTACHED WALLS PROVIDE A CASING BEAD I i STUD SIZING PER SPAN TABLE. Portland, OR 0 ��.. . n m-- R x x x . . ,• USG 200-A Ire I 543.224.9560 i 3/4 GAP BETWEEN EDGE OF ANGLE AND CLIP I � BRACING TO BE PROVIDED WHERE-- DO NOT SCREW BERG 2 CLIP TO TRACK I DISTANCE BETWEEN PERPENDICULAR VanCouvOr, WA SQUND ATTENUATION 1 I INTERSECTING WALLS OR HORIZONTAL 360.695.7879 �, " TABLE MAX. LENGTH AT ALL NEW WALLS, TYP. I ) I I BRACING BETWEEN WALLS EXCEEDS Seattl%% WA I.� . CROSS RUNNERS FIT BETWEEN MAIN RUNNERS 8 -0 OC 206.749.9993 �" .. 1/2" DIA CONDUIT (EMT) 5'-10" "two! MAIN RUNNERS AT 4'-O" DC SUPPORT WITH #12 DIA 3/4" DIA CONDUIT (EMT) 7'-8" www.mcknze.com ., WIRE AT 4'-O" OC OR WITH #10 WIRE AT 5'-0' OC EA WAY „ I 8 -0 MAX LATERALLY BRACE MAIN RUNNER TO STRUCTURE AT 12'-O” OC 1" DIA CONDUIT (EMT) 9 -9 METAL STUDS SEE WALL HEIGHT GYP BD EA SIDE SGL 162S125-33 MTL STUD 12'-0" I I TABLE FOR GAUGE AND SPACING MACKENZIE �� EA WAY. BEGIN BRACING WITHIN 6'-0" OF PERIMETER AND (1-5/8"x2OGA) � GEi10H ORIVEN I CLIENT FOCUIEG 2 FROM CROSS MEMBER IN AREAS GREATER THAN 1,000 SFi 1 CONT ACOUSTIC SEALANT EA NOTE:_ BACK TO BACK 1625125-33 15'-0" I l SIDE AGAINST TRACK NO 1 1 SECURE ALL HANGERS TO BLDG MTL STUDS 1 5 8"x2OGA I C Client ALL GRID MEMBERS AND CONNECTION DEVICES TO BE OF AN � - / ) � 1 / I SEALANT AT SIM COND APPROVED TYPE AND HAVE A 180# CAPACITY. ALL LATERAL BRACING STRUCTURE. TRAPEZE DUCT WORK SGL 250S125-33 MTL STUD 13'-6" 1/2" MAX ',,, f,,,` WIRES TO HAVE A 200# CAPACITY. AND OTHER LARGE OBSTRUCTIONS (2-1/2"x2OGA) BOTTOM TRACK TO FINISH SUSPENDED CEILING BRACING TO COMPLY WITH ASCE7, ASTMC635, BACK TO BACK 2505125-33 15'-0" CONCRETE SLAB FLOOR W/ POWDER DRIVEN ASTMC636 AND ASTME58O MTL STUDS (2-1/2"x2OGA) ANCHORS AT 4'--0" OC S ti O R E S T E I N S11SUSPENDED CEILING BRACING 4 NON-BEARING WALL z NOTE: PROVIDE SEISMIC SEPARATION JOINTS IN CEILINGS GREATER NTS z A 5.2 S AT FLOOR AND SUSPENDED CEILING3"=1'-O" THAN 2,500 SF. PROVIDE HEAVY DUTY GRID SYSTEM. -J I PAINTED FINISHED Project GYPSUM BOARD MERCHANT TOP _ 0 PARTIAL WALL ® 6'-0" A.F.F. WALL AS OCCURS SOLUTIONS T53"x 3"x6" POST ® SOUND BATT AS OCCURS SUITE 110 L 1 UNSUPPORTED END OF WALLS GYP BD TENANT AND 4'-O" OC — IMPROVEMENT 1 LINCOLN litillii. DBL STUD AT HINGE SIDE OF 10300 SW GREENBURG RD. T/ANGLE SUPPORT ® 4'-0" ABOVE �` JAMB TYP T�QARD, OREGON EXIST CONCRETE SLAB I I 396 " 20 GA. METAL STUDS MATCH SUITE STANDARD �� CP 16" o.c. ' L D � 1/4V PAINTED GYP BD f 3/4"x3 %"xO'-9 X" P RT +, 0', GON —r RUBBER (2) 5/8" DIA SIMPSON �` BASE - 41111111! STRONGBOL7-2� EXPANSION TWIN' :� i OF O"g, ��� ANCHOR ® 6 iGA WITH 3 iJII S EMBED SIDE LIGHT AS OCCURS I 1 WITH 1/4" TEMP GLASS c MACKENZIE 2018 •I • IIIi'I ALTHESE DRAWINGS ARE THE PROPERTY OF MACKENZIE AND ARE NOT TO BE a USED OR REPRODUCED IN ANY MANNER, EXISTING CONC SLAB WITHOUT PRIOR WRITTEN PERMISSION i --I i I I-- c0aREVISIONS: tz ti ri) PARTIAL HEIGHT STUD MALL 48 DOOR AND RECITE z �¢ 0 I �r REVISIONS REVISION DELTA 5 1"-1,--O" ¢ r� 3"-1'—O" 0 w1' THIS CLOSING DATE 7—I A 5.2 0 er a SHEET * 1 LINCOLN STUD SIZE: 2X" I I r r I LIMITING WALL HEIGHT TABLE I INTERIOR NON STRUCTURAL NON-COMPOSITE WALLS L/240 © 5psf I DESIGNATION SPACING MAX. WALL HEIGHT I I 250S125-18 24" 8'-4" ` I 2505125-18 16" 9'-7" SHEET TITLE: 250S125-27 24" 9'-10" DETAILS 2505125-18 16" 11'-3" 3625125-18 24" 13'-5" 362S125-18 16" 14'-4" 362S162-33 18" 16'-5" 3625162-43 16" 18'-0" 6005162-33 16" 24'-6" I I INTERIOR NON STRUCTURAL NON-COMPOSITE WALLS DRAWN BY: KGB WITH CERAMIC TILE FACING L/360 CD 5psfcr wCHECKED BY: MRT, PDK DESIGNATION SPACING MAX. WALL HEIGHT SHEET: - - - --• m 3625125-18 16" 12'-4" < 3625125-33 16" 14'-3" _ cD W A5 e 20 WALL TABLES ARE BASED ON WALLS SHEATHED BOTH SIDES FULL HEIGHT WITH = 1/2" GYPSUM BOARD ATTACHED WITH #6 SCREWS MIN. AT 12"-O" O.C. MAX. , 1 JOB NO. 2150955.61 12 WALL HEIGHT TABLE I 5.2f PERMIT SET: 05101/18 215095581\4_DRAWINGS\ARCHITECTURAL\61_t5.20.DWG KGB D5/01/18 08:17 1:96.00