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Plans BU P2017 - 00291 D6k Oa) - OC1 -5-1- ECE1VF R . IV 0 WV 22 z017 NOVclQ _- -.. --- _ CiTy OF TIG.ARD carr •, �I a�� -31 am[6‘ SW Locust �-- �- CORVEL CORPORATION �U�LD G DIVISION �LA��vlrl .re�aGl �ln� • - H110111;11 ,® .. ! 1111 iI ,�1 =4 , 4� �i�l' � : ri' �;, r / 6 _- 'rni =-I R k w �- G. T - i O\WNER Architecture Interiors I , „ . I. . _ f _ - 6 x�o ae � _ T rrrr: 1; rI ' ��� ��i r - ,r 10 - ..!' i4,j' I i,� ,'r,I r - ; Planning Engineering ! 1J_rs • ” ' r r" STRUCTURED PARKING _ ' s a � A fa �,' f ! rTENANT IMPROVEMENT SHORENSTEIN REALTY SERVICES 'o i I 1. rl / le, , ,�, o `. "/ �o�� ,,P„ii �„ii , IOW, �. ROB FABIAN - PROJECT MANAGER - CONSTRUCTION \,O e - q- ___-/ CJ1 'I'IIii i"�"IV , e „ - / 53351 MEADOWS ROAD, SUITE 275 '` 'aQ o �a I r r 1 , 5 LINICC)LN LAKE OSWEGO, OREGON 97035 fr —, J , PHONE (503)412-4844 503.22a.s5so �, / AREA OF WORKPortland OR itt !f` � Lg A - °� = _ i � /// Vancouver,WA o = 10200 Sw GREENBURG RCD GENERAL CONTRACTOR �.uve,W9 w ! , X 11.. a an c / — `) o - _ / Seattre,WA if 1 1/1//" X00®nen N. .� t _ - . i/ I � �� � N /r ,.., Www mcknze.com . ,,r -._ , 11 ; DSTURDIVANTORUSSELLCONSTRUCTION.COM r r�it� ,._ „!�� �� i' r 20915 SW 105TH AVENUE rc___. , -:, �� .1111111... � ” �� � �; # 1 ``l�!i -' ' � r ` 9 � URIZOIM � , TUALATIN, /OREy�GON�]97/�0762MACKENZIE, 4 � [iiljl4 5� ek. !i r ul�Il II �I � II PHONE: (503)692-9002 DESIGN DRIVEN I CLIENT FOCUSED --, , _ _ _ 4.,:.....”"-",FIRS .L�.► ' ,ii � p i °"� ;,,., „ � � �!� = 20.01 TITLE SHEET, SITE PLAN, KEY PLAN, CODE SUMMARY, LEGEND AND NOTES Client , k ,I I , , t'il. , 1I i A1.10 DEMOLITION PLAN, PARTIAL FIRST FLOOR PLAN AND NOTES LEGEND y- OFFICE COPY a _ .7_, a r''REDrP► Nr a - 1 TrtA u r . , r t Ili A1.11 REFLECTED CEILING PLAN AND NOTES - - _. _ I' II I t I 'I��:;;� 1 it i€ iiikii 1 �i r I ,ri _T A4.10 ELEVATIONS AND DETAILS ,, ,, r ,,, j,,1 HI III „ ,, r; .S ' A5.20 DETAILS AND SCHEDULES -.. \\\\ w �--- F EXISTING CONSTRUCTION TO BE DEMOLISHED NN .,,,,:--:_._t_"--- __,_____,, __ _s. . , !� SHORE S T E I N , 4 EXISTING WALL TO REMAIN o.Irr "n 25' 50' 1O0 200 SCOPE F R NEW WALL TO UNDERSIDE OF GRID, SEE 4/A5.20 THE SCOPE OF WORK FOR THE PROJECT INCLUDES INTERIOR TENANT IMPROVEMENTS I I EXISTING 2 HOUR RATED WALL TO REMAIN 1 SITE PLAN FOR AN APPROXIMATELY 3,229 SQUARE FOOT EXISTING TENANT ON THE FIRST OF SEVEN FLOORS. I I NTS WORK TO INCLUDE DEMOLITION, NEW WALLS, DOORS AND RECITES, AND NEW CABINETRY. EXISTING 1 HOUR RATED WALL TO REMAIN Project RVEt TENANT APPROVAL: r,---„ .1 EXISTING BASE FEED :..._� CORPORATION ", SUITE 150 ' EXISTING QUADRUPLEX OUTLET r`' TENANT IMPROVEMENT DESIGN/CODE DATA Ng. NEW DEDICATED OUTLET c LA EXISTING OUTLET AND TELEPHONE,/DATA ROUGH IN LOCATION 10200 SW BURG AD. GOVERNING CODE: 2014 OSSC OCCUPANCY: BB 9e NEW OUTLET AND VOICE/DATA ROUGH IN LOCATION TIGARD, OREGON I CONSTRUCTION TYPE: TYPE I-B TENANT AREA (APPROX): APPROX. 3,229 S.F. EXISTING FLOOR DUPLEX OUTLET ,��OCCUPANCY LOAD: 33 * EXISTING COVERPLATE a r 2 REQUIRED EXITS, 3 EXITS PROVIDED EXISTING LIGHT SWITCH "` :AUL . i T EXISTING AND HAVE APPROPRIATE EXITSIGNAGE —a ' DISTANCE BETWEEN EXITS = 52'-1" 1/3 OF THE DIAGONAL = 39'-7" ALL EXITS ARE XIS I C BUILDING IS FULLY SPRINKLED AND HAS NFPA SMOKE DETECTION , NEW LIGHT SWITCH WITH OCCUPANCY SENSOR WITH ON SITE EMERGENCY GENERATOR FOR FIRE, LIFE/SAFETY BACKUP POWER . EXISTING CARD READER • ' - }, ` ' ` '�� Nk r- - a— — '-- DEFERREDSUBMITTAL CARD READER LOCATION `\�44 OF H EXISTING FIRE ALARM CityTigard , 2014 OSSC SECTION 107.3.4.2 (by separate permit) 9 MACKENZIE 2017 1 j � FIRE SPRINKLER � FIRE STROBE ��pr ved Plans � �_ ALL RIGHTS RESERVED FIRE ALARM By _ Date C-� !,- AREAS OF WORK MECHANICAL THESE DRAWINGS ARE THE PROPERTY FIRE EXTINGUISHER OF MACKENZIE AND ARE NOT TO BE -[ - " 4" IiIIhIIIIIIIIiiiip;:: . z�� ELECTRICALL USED OR REPRODUCED IN ANY MANNER, -. PLUMBINGC EXISTING JUNCTION BOX OFFICE COPY I WITHOUT PRIOR WRETTEN PERMISSION EXIT ILLUMINATION EXISTING THERMOSTAT REVISIONS- - ',+,,�..... � NOTE. DESIGN BUILDERS FOR M.E,P. AND FP. ARE FULLY RESPONSIBLE FOR THE DESIGN 0 KEY NOTE FOR REFERENCE WRvlsror,s REVIsroN DELrA S_1 CLOSING DATE �, IIII �l OF THESE SYSTEMS/COMPONENTS. THESE SYSTEMS/COMPONENTS SHOWN ON DOCUMENTS � � � w� sHEET_Ih // WIII ARE SCHEMATIC ONLY: THEY ARE NOT INTENDED TO REPRESENT FINAL/CODE COMPLIANT Ark DESIGN. PROVIDE DESIGN DOCUMENT SUBMITTAL TO ARCHITECT OF RECORD FOR REVIEW INTERIOR ELEVATION FOR REFERENCE I r X 1 [N PROGRESS l PRIOR TO SUBMITTAL 105A rC� DOOR NUMBER SYMBOL�, "* VALUATION`'';` ' EXIT REQUIRED EXIT c •VALUATION OF WORK = $23,000EXISTING CEILING GRID ` I iI 1 EXISTING 2'x4' LIGHT FIXTURE TO REMAINr GENERAL NOTES .IIIIIIIMmiNEW OR RELOCATED 2'x4' LIGHT FIXTURE SHEET TITLE• L � I - � - . A. THE DRAWINGS LOCATE PRODUCTS, SURFACES, AND MATERIALS AND THE NOTES CONVEY DESIGN INTENT. THE PROJECT _ - E SHII INTENT IS TO PROVIDE FOR A COMPLETE, WORKING SYSTEM. DEMOLISHED 2x4 LIGHT FIXTURE B. ACL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE LATEST ADOPTED BUILDING CODE EDITION, AND TO • PLAN KEY PLAN':' LONGEST COMMON PATH OFrr - -- r 7_ g f g CONDITIONS AND SPECIFICATIONS OF ALL GOVERNING AUTHORITIES. EXISTING RECESSED LIGHT FIXTURE TO REMAIN CODE SUMMARY, I.. EGRESS TRAVEL = 36'-3" C. VERIFY AND CONFIRM ALL CONDITIONS, DIMENSIONS, AND LAYOUT INFORMATION PRIOR TO START OF CONSTRUCTION. LEGEND, AND NOTIFY MACKENZIE OF ANY DISCREPANCIES PRIOR TO START OF WORK. ANY CORRECTION WORK REQUIRED AS A RESULT nz EXISTING SUPPLY/RETURN VENT TO REMAIN NOTES SUITE OF WORK OF NOT REPORTING SUCH DISCREPANCIES SHALL BE PERFORMED AT NO ADDITIONAL COST TO THE OWNER. D. CONTRACTOR AND SUBCONTRACTORS SHALL CAREFULLY EXAMINE THE SITE AND THE CONSTRUCTION DOCUMENTS OF THE r464 EXISTING EXIT SIGN Ci; KEY PLAN 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 ', EXISTING EXIT SIGN GO NTS 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. EXISTING SPRINKLER HEAD 1 F. DETAIL REFERENCES SHALL BE APPLIED TO ALL INSTANCES WHERE THE SAME CONDITIONS OCCUR, UNLESS NOTED DRAWN BY: CAK, KGB OTHERWISE. f EXISTING 24-HR 2'x2' FLUORESCENT LIGHT FIXTURE TO REMAIN G. THE TERMS "ABOVE FINISH FLOOR" (AFF) AND "FINISH FLOOR ELEVATION" (FFE) REFER TO FINAL FINISHED FLOOR CHECKED BY: SBH, PDK ELEVATION, WHETHER BUILT--UP SLAB, COMPOSITE DECK, OR RAISED ACCESS FLOOR. EXISTING GYPSUM BOARD CEILING TO REMAIN ' H. DO NOT SCALE DRAWINGS. 1 SHEET: I. CUTTING AND DRILLING OF STRUCTURAL MEMBERS NOT DETAILED REQUIRES THE WRITTEN PERMISSION OF THE I 1 STRUCTURAL ENGINEER OF RECORD. I I AREA OF WORK LOCATION J. SAVE AND RECYCLE DEMOLITION DEBRIS AS APPLICABLE. ALL DEMOLISHED OR REMOVED EXISTING MATERIAL SHALL BE I LEGALLY DISPOSED. COORDINATE WITH CITY OF TIGARD REQUIREMENTS FOR RECYCLING/RE-USE OF DEMOLITION DEBRIS. GO.01 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, BOTH DURING CONSTRUCTION AND UPON COMPLETION OF THE PROJECT, INCLUDING THE INSIDE OF ALL WINDOWS AS NECESSARY SO THAT THE SPACE IS READY FOR REVISED I,IOB N0. OCCUPANCY BY TENANT. 2150950.23 L. ALL DESIGN-BUILD ITEMS, SYSTEMS AND ELEMENTS ARE TO BE SUBMITTED FOR REVIEW AND APPROVED BY MACKENZIE. PERMIT SET: 11/21/2017 I , 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 COORDINATE WITH THE OWNER. PERMIT SETS 10/27/2017 215095023\4_)RAWINGS\ARCHITECTURAL\23 - G0.01.DWG CAK 11/21/17 09:44 1:98.00 OM 1' lir ''- l_ 5 � T 2. CONFERENCE _ 102 .44r , i 0 E yr, - (1) tl�.i'- R r s OPEN , =- (1 Architecture c Interiors 1- ) ti!? 1-) , _ ,r OFFICE R—'`_ ��®�� � — 103 Planning � Engineering �'' CONFERENCE ff 107 ..,\ , RECEPTION �V .,s, (::''')1:1 '')1 1 (�101 _ Portland,OR 503.224.9560 • E .'"I �r �Il� 7(�U —i-- ,�.. .: .. viaI — d Vancouver,WA ID3 M a 360.695.7879 � �T_=_.__cL 1 �' , 'i Seattle,WA 3;A . . .recd#' �6� -\'�T - Vi1!1 0 0 ' Far jA 154-!-2.--pi __ 7,1 I NFERENCE206.749.9993 ,, .„, ,,� k , , "' BREAK CO wwW.mcknze.com „ 0 „ - Q ,_ ,,, Iv; :r ,4::,,_,.__, :i 1 STORAG 10 T= � T,� 105e dm 10_5 Anko y MACKENZIE. 1 „: I r e' ”" �`�il' 'I _1 4 "'1 +� 1 DESIGN DPIYEN 1 CLIENT FOCUSED !I :+ 1 k''' 4)1 iy 1 1'? 1 I i rID ill (1,i (!is r'" :a t' ) ) Client c_i........_ . .. 60 , ---.1 (V (_ . is- IS OFFICE -der ,) ; , 11r WORK OPEN 109 y - I o Cr) L. , - 122 OFFICE (420 S H o R E S T E I N r . . _ ii, AA 10Wii- SCAN _ == • = � 120 '� 45; SIL.:.:. s OFFICE 5 .,s rs 110 I 71,7.!' 0 00,1 STORAGE I + 7Pro ject �1 121 CQRVEL. ,‘(,) -7 ��'� '' � CORPORATION I r ____ II 120A SUITE 150 iy `^� 4 a, 1 1 --\_...a.:;ga.l. 14) r slMT - ..�d ;,'1 "TENANT IMPROVEMENT L F- (w J Mit tic's Env= w „(i CPT LJ OPEN 10200 SWGREENB RD. ) y' 07 OFFICE TIGARD, OREGON Foil. 111 I , OD 4 * LID 7 ,,cif) ti ll) OPEN t, lie I' , 1) 4441 I. , '/Nrct ti f ; i_ OFFICE .:,D. .® a . ‘00 C"}•• • (if FJ"- .' , 1• 1i.1#.` Go, • + F � , OFFICE +' Ilk ? _ —i 112 '`f t'4 S OF %l , iL. I MACKENZ[E 2017 <� ;+ i, - � -'+�!� y: r�`; ALL RIGHTS RESERVED ,L :7--j it --11 \\ `I� IMF LIS {� ' 5 THESE DRAWINGS ARE THE PROPERTY NOT TO BE Q USED OR REPRODUCEDINANY MANNER, ' M OFFICE OFFICE OFFICE OFFICE OFFICE OFFICE )_ 118 117 11 115 ,} 113 WITHOUT PRIOR WRITTEN PERMISSION L .'N• REVISIONS: w - �— O IR. I 13 ; .( tri REUiS1D115 REVISION (}FETA - —• 1 i - u . . I S� THIS CLOSING DATE a© SHEET 1 DEMOLITION PLAN 2 PARTIAL FIRST FLOOR PLAN 1 ; x ; IN PROGRESS A1.10 1/8"=1'--0" A1.10 1/8"=1'—O" [ \ 1 1 GENERAL DEMOLITION NOTES GENERAL NOTES KEYNOTES 1 I A. EXISTING FLOOR FINISH AND RUBBER BASE TO REMAIN THROUGHOUT, UNLESS NOTED A. ALL EXISTING CONDITIONS TO REMAIN, UNLESS NOTED OTHERWISE. 1. ALIGN NEW WALL WITH EXISTING WALL. 1 OTHERWISE. PATCH, REPAIR AND PREP SUBSTRATE AS REQUIRED TO RECEIVE NEW B. DIMENSIONS REFLECT FACE OF FINISH TO FACE OF FINISH, UNLESS NOTED OTHERWISE. 2. NEW BUILDING STANDARD 17'-5"f WIDE FULL BUTT GLAZED EQUAL PANELS. ASSUME PANELS TO ALIGN WITH ` • FINISHES WHERE INDICATED. SEE SHEET A5.20 FOR FINISHES. C. WALL THICKNESS ARE NOMINAL, UNLESS NOTED OTHERWISE. EXISTING DOOR HEIGHTS. PROVIDE BUILDING STANDARD U–CHANNEL AT TOP AND BOTTOM WITH CLEAR STRUCTURAL I 1 B. THE CONTRACTOR SHALL CAREFULLY EXAMINE CONSTRUCTION DOCUMENTS FOR THE D. ALL INTERIOR WALLS TO GO TO UNDERSIDE OF GRID UNLESS NOTED OTHERWISE. SILICONE CAULKING AT ADJACENT GYPSUM BOARD SURFACES. PROVIDE CLEAR SILICONE CAULKING AT BUTT SEAMS. SHEET TITLE: WORK. ANY CONFLICTS, INCLUDING BUT NOT LIMITED TO BUILT CONDITIONS OF M.E.P. IN E. ALL INTERIOR DOORS TO BE SOLID CORE FLUSH WOOD DOORS TO MATCH BUILDING ASSUME CONCEALED HEADER ABOVE SAT CEILING TO PROVIDE STRUCTURAL BRACING AS REQUIRED. ASSUME (4) DEMOLITION PLAN, THE PLANS SHALL BE CALLED TO THE ATTENTION OF THE ARCHITECT/DESIGNER, SO STANDARD UNLESS NOTED OTHERWISE. BUTT GLAZED PANELS. SEE DETAILS 7,8/A5.20. PARTIAL RRST THAT THE CLARIFICATION CAN BE ISSUED. F. OUTLETS INDICATED ARE EXISTING UNLESS NOTED OTHERWISE. SITE OBSERVATIONS OF 3. NEW BUILDING STANDARD 5'-6"± WIDE FULL BUTT GLAZED EQUAL PANELS. ASSUME PANELS TO ALIGN WITH EXISTING C. SALVAGE ALL DEMOLISHED COMPONENTS AS POSSIBLE. RETURN TO LANDLORD FOR AREAS OF WORK ONLY HAVE BEEN PERFORMED (ON 08/15/2017 AND 08/23/2017, WHILE DOOR HEIGHT. PROVIDE BUILDING STANDARD U–CHANNEL AT TOP AND BOTTOM WITH CLEAR STRUCTURAL SILICONE R.00R PLAN, AND FUTURE USE. OCCUPIED) AND PLAN, ELECTRICAL AND CEILING INFORMATION HAS BEEN UPDATED CAULKING AT ADJACENT GYPSUM BOARD SURFACES. PROVIDE CLEAR SILICONE CAULKING AT BUTT SEAMS, ASSUME [COTES D. SAVE AND RECYCLE DEMOLITION DEBRIS WHERE POSSIBLE. COORDINATE WITH CITY OF (OBSERVATION IS LIMITED TO VISIBLE/ACCESSIBLE AREAS). CONTRACTOR TO FIELD VERIFY CONCEALED HEADER ABOVE SAT CEILING TO PROVIDE STRUCTURAL BRACING AS REQUIRED. ASSUME (2) BUTT GLAZED TIGARD REQUIREMENTS FOR RECYCLING DEMOLITION DEBRIS. AND CONFIRM ADDITIONAL REQUIREMENTS WITH TENANT. PANELS. SEE DETAILS 7,8/A5.20. E. CAP ALL ABANDONED PLUMBING, ELECTRICAL CONDUIT, AND OTHER UNDER SLAB G. ELECTRICAL, DATA AND SWITCHING LOCATIONS INDICATED ARE SHOWN TO CONVEY 4. RELOCATE EXISTING WORKSURFACE, BACKSPLASH AND SUPPORTS, IF FEASIBLE, UTILITIES AS REQUIRED. GENERAL INTENT ONLY. COORDINATE ELECTRICAL/DATA SWITCHING REQUIREMENTS WITH 5. RELOCATED WORKSURFACE, BACKSPLASH AND SUPPORTS, PROVIDE NEW P–LAM END PANEL TO MATCH EXISTING AS F. RETAIN EXISTING FIRE EXTINGUISHERS FOR FUTURE USE. TENANT AND PROVIDE DRAWINGS BY DEFERRED SUBMITTAL. REQUIRED. CONFIRM REQUIRED NUMBER AND LOCATIONS OF GROMMETS WITH TENANT. G. EXISTING STRUCTURE TO BE LEFT UNDISTURBED AND INTACT. PERFORM NO DEMOLITION H. FURNITURE IS SHOWN FOR SCHEMATIC PURPOSES ONLY. TENANT OR TENANT'S VENDOR TO 6. RELOCATE EXISTING WALL MOUNTED OPEN SHELVING, IF FEASIBLE. I ' THAT MAY COMPROMISE THE STRUCTURAL INTEGRITY OF THE BUILDING WITHOUT WRITTEN CONFIRM BUILT CONDITIONS FOR SPATIAL REQUIREMENTS AND FINAL LAYOUTS. 7. RELOCATED WALL MOUNTED OPEN SHELVING. PROVIDE NEW P–LAM END PANEL TO MATCH EXISTING AS REQUIRED. DRAWN BY: KGB APPROVAL OF THE ARCHITECT/DESIGNER. I. NO VOC PAINT SYSTEMS TO BE UTILIZED, TO INCLUDE PRIMERS AS WELL AS FINISH 8. LOWER EXISTING OUTLET TO STANDARD HEIGHT. H. SALVAGE ALL EXISTING DOORS AND HARDWARE FOR RE–USE. PRODUCTS. 9. CONVERT EXISTING AND/OR RELOCATED OUTLET TO DEDICATED. CHECKED BY: S: , - , J. ALL DIMENSIONS SHOWN AS PLUS/MINUS (±) ARE FOR GENERAL LAYOUT AND REFERENCE 10. PROVIDE ELECTRIFIED HARDWARE AND J–BOX/RING–STRING FOR TENANT PROVIDED KEYCARD ACCESS SYSTEM. ONLY. VERIFY AND CONFIRM ALL DIMENSIONS AND CONDITIONS PRIOR TO START OF WORK. COORDINATE FINAL SPECIFICATIONS WITH TENANT AND TENANT'S VENDOR. A SHEET: NOTIFY ARCHITECT/ENGINEER OF ANY DISCREPANCIES PRIOR TO START OF WORK. 11. CONFIRM IF BASE FEED DEMO OCCURS WITH TENANT. K. ADD SOUND INSULATION IN ALL NEW WALLS. ALTERNATE KEYNOTES A1.10 AA. IN LIEU OF RELOCATING CABINETRY, PROVIDE NEW P-LAM CABINETRY TO MATCH EXISTING WORKSURFACE, BACKSPLASH AND OPEN SHELVING FOOTPRINTS AND INSTALLATION HEIGHTS. REVISED `JOB N0. 1 PERMIT SET: 11/21/2017 215095023 PERMIT SET: 10/27/2017 215095023\4J)RAWINGS\ARCHITECTURAL\23-A1.10.DWG CAK 11/21/17 09:44 1:98,00 1 Jiui.iI.Ii.i.àuiimi.iIái.i.uiI' ■■■■■■!■u■■Immom �■■■■■■■■■■■■■■■■■■ I ■L■!■ ■■■ Ili II■U■■ IIU■■■■■I■IU■■■■■■■■ I ■■■MENIMI ��L■II■■■■■!®■■■■®■■■ + ;_®■■■■■■■ . ,, 111.011111111111111111111111111111 _ ■■■■■■■■■■ mumm ■■!■ �.� 7 Architecture e Interiors ■■■■ ■■■■Immo■■■■■■■■■■■■■■■■■■1 ..�■■■■■ - LI-----2 -112-- ■■■■■■■■■■■■I■■■■■■■■ IMIMMEMI■ I Planning Ll Engineering ■■_1- ■■r■■■III■■SU■■■■■■■■■■■■■■R■U■II■■■ : Illi ■■-;- -■■■■■■h1■■ f • 4 _■■■■■■®■■■■■■■= 11X11111111111111111111 ■■■■■■■■■III■■■■■■■■■■■■■■■■■■■■■■I I■■■®■■ ■.■■U.■■III■■■PAPIMPIPMEMPUR� ■■■!i■■■■■. Portland,OR 503.224.9560 MIME±r ■■■I!I■■I■111■IRESI 'ENINME®N ■■■IIIIMII IMIL,, "kII■■■■■■'II■■■11■.■■■: _. oi_Z ���■ ■�■M�a■IIS■■♦t Vancouver,360.695.7879 �■■® ■hl. rw• 0■•1■ i■U...■ri...■IIII■■■■■i■■III■■■■r M ■ � ■,II■■ III■ UUU �■ ■■■i i■1U■■■■■■■■III■■■■■ 206.749.9993 llM■■i""I■■■I II©r■ IIITIM■M!■■■_-■iI1■■■■■®r■III ■■r■ www.mcknze.com I\KM1111111111111111>< IMOCI iIUP Uh■■■■■■■■III ■■■■ - _ 1■■® II®■®■■■■■ ■� ��■Lv■ ■■ ■■i I III■■■■■ DESIGN DRIVEN 1 CLIENT FOCUSED.7 1■■■1111■■■■■■■■I1UIIIJUIiII■_.■■■■■UIII ■ , 1111 ............,.............................................,..sur irClient i mii iilleilibmilitiT=■■III■ ■■I ■■■■■ r■■■■■■■fill■■■, r-II , : i--- 1 ■■■rs■1■■■■■■■■■■II■■■■■ SHORE STE IN I am Ell \\■■I■■■■■■■■N■I! I. ■■ammommIII ■I■■■■!■■■■■■■f■IIME-51-- I ■■■®■U■II i ..,: ,■I I■I■f ■ 1111111-1: ■l■ 11111111111111111111111 ■Ii■■ ■■■ '■■99!■NIII■ _■■l I i■ff■i®■U! 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ALL EXPOSED EDGES AT DOORS AND SHELVING \�� ' EQUIPMENT/APPLIANCES PRIOR TO CONSTRUCTION OF G. BAR HEIGHT P-LAM COUNTER TO BE 18" DEEP AND 42" AFF CONFIRM FINAL HEIGHT FOR ALL EQUIPMENT/APPLIANCES TO BE P-LAM TO MATCH ADJACENT CABINETRY SPECIFICATION AND UNDER COUNTER BRACKET SPACING WITH TENANT PRIOR TO CONSTRUCTION OF VERTICAL SURFACES. C. ALL COUNTER TOPS, EDGES AND BACKSPLASHES, PL-2 H. PROVIDE (2) GROMMETS AT BAR HEIGHT COUNTER. CONFIRM FINAL LOCATIONS WITH TENANT CABINETRY G. RE-USE EXISTING SINK AND FAUCET AT I I. PROVIDE NEW BUILDING STANDARD DOUBLE STUDS, FROM FLOOR TO CEILING, AT EACH C. ALL COUNTER TOPS, EDGES AND NEW PLUMBING LOCATION D. SHIM AS REQUIRED BACKSPLASHES PL-2 E. ALL CABINET FACES AND DOORS, PL-1 COUNTER BRACKET, ON CENTER. ASSUME NEW GYP BOARD AND PAINT AS REQUIRED AT WALL D. SHIM AS REQUIRED H. CONTRACTOR TO PROVIDE DEDICATED OUTLET FOR RELOCATED ADA DISHWASHER Architecture interiors Planning I Engineering O8 m►> 9 r. NEW DOUBLE STUD, 6 ink (2) EQ ALTERNATE NOTES: TYP. CEILING A- 1. PROVIDE UNDER CABINET ` �` ` 5'-2`' 2'-9" 2'-f-±- 0 LIGHTING AT NEW UPPER CEILING I f ALTERNATE NOTES: / 11' / CABINETRY. CONFIRM Portland,OR ALIGN W LOWERS `� FINAL SPECIFICATIONS 503.224.9560 I / 1. PROVIDE UNDER CABINET LIGHTING _ _ _ _ WITH TENANT. MODIFY BAR HEIGHT COUNTER l I j l 1 l — AT NEW UPPER CABINETRY. CONFIRM _ _.._ I __ .W.. ) .. _I A UPPER CABINET Vancouver,WA FINAL SPECIFICATIONS WITH •\0y .Yg' CONSTRUCTION AS 1 1 ! 13 I ° _.', ° > TENANT. MODIFY UPPER CABINET o� 360.695.7879 REQUIRED. Seattle,WA i i l ! d l r AfA r- A ,� S CONSTRUCTION AS REQUIRED. INSULATE I © -'�'-J 206.749.9993 I i 1 I ______bt o o EXPOSED PIPES . L : N. I I - - www.rincknze.com i 1 I N ^ PER ADA CODE t -1IL1 I — — 1 s OPEN BELOW ` o _ ._ __._ .. I I£ ` C Et . 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SHIM AS REQUIRED PROVIDE NEW WATER LINE FOR COFFEE to MAKER IF REQUIRED ; UNDERSIDE OF — —'--1 CABINET 5 UNOOLIN I. HOLD VERTICAL EDGE OF CABINETS BACK '� A10200 SW GREENBURG RD. 1" FROM CORNER EDGE OF WALL I �� �* OREGON 16" SHELF SIDE SPLASH WHERE r > 25" P.L. TOP I I ALIGN r " w �` OCCURS w ,f W/ l'-6" P-LAM COUNTER w w / SIDE SPLASH WHERE rr` TOP AND BACK wkOt , • 2 -3 6 -0 � 1 , ' SPLASH, PL-2 w 25" T 7 PLASTIC LAMINATE Iw OCCURS `� ti COUNTERTOP AND cn M .__ _,......_. _ -. P-LAM COUNTER TOP AND .N.O. SPLASH WITH SELF "`�► EN° EDGE SPLASH WITH SELF EDGE > UL D. :' A srmtro . P—LAM SUPPORT BRACKET ___ ...__.. �_.__..__�. R. r 0 0 ( ease marc ::I i > POR D, 'EGO �} I I' rpt gill'� I i > I I: (1) ADJ MELAMINE SHELF / I gi o O r w > �. (1) ADJUSTABLE F ' to w w i MELAMINE SHELF w OF 1 IN �_ LI = _ _ _ _�- - PLASTIC LAMINATE w - I at I. 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ALL OPEN SHELVING TO BE P—LAM CABINETS m m EQUIPMENT/APPLIANCES PRIOR TO MATCH EXISTING RELOCATED EQUIPMENT/APPLIANCES PRIOR TO MATCH EXISTING RELOCATED LI (2) ADJ. P—LAM SHELVES m m TO CONSTRUCTION OF OPEN SHELVING TO CONSTRUCTION OF OPEN SHELVING 1 m a CABINETRY F. CONFIRM FINAL CLEAR DIMENSION CABINETRY F. CONFIRM FINAL CLEAR DIMENSION C. ALL COUNTER TOPS, EDGES AND AT WORK SURFACE WITH TENANT C. ALL COUNTER TOPS, EDGES AND AT WORK SURFACE WITH TENANT w = = m m BACKSPLASHES TO BE P-LAM FOR TENANT PROVIDED PEDESTAL BACKSPLASHES TO BE P-LAM FOR TENANT PROVIDED PEDESTAL w TO MATCH EXISTING RELOCATED G. PROVIDE (1) GROMMET AT COUNTER. COUNTERTO HTOPISTING RELOCATED G. PROVIDE (1) GROMMET AT COUNTER. w _2- _a COUNTER TOP CONFIRM FINAL LOCATION WITH CONFIRM FINAL LOCATION WITH cn -m- - TENANT TENANT � SHEET TITLE: 25" P.L. TOP i ELEVATIONS -/ A- DESIGN INTENT IS FOR (1) PERSON DESIGN INTENT IS FOR (?) PERSON DETAIL TO WORK BRACKETS THIS SIDE. PLACE M DE WORK TE THIS SIDE. 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DRAWN BY:BY KGB s cc 8" o of SUPPORT BRACKET TO cc I �.`.J / ,_z v .l ;� TENANT PROVIDED > MATCH EXISTING w CHECKED BY: S: - Z P-LAM PAGES mat ;ice ° TENANT PROVIDED MATCH w RELOCATED COUNTER z MATCH - PEDESTAL _, Z PEDESTAL EXISTING $ EXISTING w TOP SUPPORT BRACKET o SHEET: P _` n Z 0 in RELOCATED NEW P-LAM END RELOCATED w v COUNTER 6" "I �l OPEN BELOW PER CODE < COUNTER „��, ,�III PANEL TO MATCH �' � v oc EXISTING cLi n ' 4; \ ac2'-6" 7' ?" 7'-6" 2'-6" RUBBER BASE co 13 =t " 2'—O" TOE KICK AND RUBBER Ws `� VERIFY `� °� v ,' BASE BEYOND o Z REVISED 'JOB NO. 9) IDA I 0 W I T �� v , LL�LON '5)1 dn CABINETRY ELEVATION CABINETRY SECTION PERMIT SET- 11/21/2 '17 1 ''° co TYPICAL 3/4"=1'-0" CD 4.10 Li, SCAN 120 1/4"=1'-O" . 4 •• 0 SCAN 120 1/4"=1'-O" w cy TYPICAL 3/4"=1'-O" PERMIT SET: 10/2712017 0 W LU 215095023\4�RAWINGS\ARCHITECTURAL\23-A4.10.DWG CAH 11/21/17 09:45 1:96 OD FLOOR OR ROOF STRUCTURE POP RIVET RUNNER TO WALL ANGLE AT 2 SERC 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 ,tt � �j� \ / ATTACH STUD TRACK ADDITIONAL #12 WIRE SUPPORT AT ALL MEMBERS ,,i1 STABILIZER BAR \ , THROUGH GRID TO WITHIN 8" OF PERIMETER �: ,I 4:11111# BRACE ABOVE —LATERAL BRACING WITH APPROVED VERTICAL :41, SUSPENDED CLG \ N \ / MI .�� COMPRESSION STRUT AT 12'-0" OC EA WAY 2„ J ASSEMBLY \ \ \ / COUNTERSLOPE HANGERS IF MORE THAN 1:6 OUT OF PLUMB . . MilA. w /45 Architecture ■ Interiors 0 q �� !� Planning Engineering "ATTACHED •� ATTACHEDl� ��1 �- / `'"� WALL" ; ,F4-40"41ftr ,71 • *ft a i CUT TILE FOR TIGHT 1 METAL STUD BRACING TO FLOOR CSOFIT AT WALLS 1 I STRUCTURE AT 8'-0" OC W/ (2) #8 AT WALL. NTS CASING BEAD I SHEET METAL SCREWS AT EACH END. x 0 - • `' -, ` I STUD SIZING PER SPAN TABLE. NOTE: FOR UNATTACHED WALLS PROVIDE A USG 200-A Portland, 60 OR 0 I ‘110 „,,a A . . n BRACING TO BE PROVIDED WHERE 503.224.9560 3/4 GAP BETWEEN EDGE OF ANGLE AND CLIP 1 ( DISTANCE BETWEEN PERPENDICULAR -- SOUND ATTENUATION ° ° DO NOT SCREW SERC 2 CLIP TO TRACK � I: INTERSECTING WALLS OR HORIZONTAL Vancouver,WA t `y � s AT ALL NEW WALLS, TYP. I i I BRACING BETWEEN WALLS EXCEEDS 360.695.7879 %. �i CROSS RUNNERS FIT BETWEEN MAIN RUNNERS TABLE MAX. LENGTH 8'-0” OC Seattle,WA ��" 1/2" DIA CONDUIT (EMT) 5'-1O" �I_�i, 206.749.9993 MAIN RUNNERS AT 41-0" OC SUPPORT WITH #12 /MAY " 3/4" DIA CONDUIT (EMT) 7'-8" ` METAL STUDS SEE WALL HEIGHT www•mcknze.com 6 -0 MAX WIRE AT 4'-O" OC OR WITH #10 WIRE AT 5'-0" OC EA WAY • f LATERALLY BRACE MAIN RUNNER TO STRUCTURE AT 12'-O" OC 1" DIA CONDUIT (EMT) 9'-9" GYP •BD EA SIDE / �'� TABLE FOR GAUGE AND SPACING � - - EA WAY. BEGIN BRACING WITHIN 6'-0" SGL 162S125-33 MTL STUD 12'-0" 1 i OF PERIMETER AND (1-5/8"x20GA) ,••f CONT ACOUSTIC SEALANT EA i ` 2" FROM CROSS MEMBER IN AREAS GREATER THAN 1,000 SF a I DESIGN DRIVEN I CLIENT FOCUSED ° NOTE: BACK TO BACK 162S125-33 15'-0" - I SIDE AGAINST TRACK NO ALL GRID MEMBERS AND CONNECTION DEVICES TO BE OF AN SECURE ALL HANGERS TO BLDGMTL STUDS (1-5/8"x20GA) '•" SEALANT AT SIM COND Client STRUCTURE. TRAPEZE DUCT WORK 1/2" MAX ,,; s°1.: APPROVED TYPE AND HAVE A 1801 CAPACITY. ALL LATERAL BRACING SGL 250S125-33 MTL STUD 13'-6" WIRES TO HAVE A 200# CAPACITY. AND OTHER LARGE OBSTRUCTIONS (2-1/2"x20GA� BOTTOM TRACK TO FINISH CONCRETE SLAB FLOOR W/ POWDER DRIVEN SUSPENDED CEILING BRACING TO COMPLY WITH ASCE7, ASTMC635, BACK TO BACK 250S125-33 15'-0" ASTMC636 AND ASTME580 MTL STUDS (2-1/2"x2OGA) ANCHORS AT 4'-0" OC 3 1� ;' (--47') SON—::'EA ' IaG WALL W SHORE STS IN CEILING B, YACINi "_ ._ nTSUSPENDE• NOTE: PROVIDE SEISMIC SEPARATION JOINTS IN CEILINGS GREATER NTS z 52 AT FLOOR AND SUSPENDED CEILING 3 1 0 THAN 2,500 SF. PROVIDE HEAVY DUTY GRID SYSTEM. v * 5 LINCOLN STUD SIZE: 2 ` TOP OF WALL DETAIL PER II �� j 1— , 14/A5.20IEXISTING BASE f j Project LIMITING WALL HEIGHT TABLE EX NEW BASE C I L...------- SOUND ATTENUATION BATT 362S125-43 STUD CORVEL INTERIOR NON WALLS L/240 ® 5psf TO MATCH AS OCCURS BRACING TO UNDERSIDE TION EXISTING 1F �_�j NEW RUBBER BASE0044e/ OF EXISTING FLOOR/ SUITE 150 DESIGNATION SPACNVQ MAX. WALL HEIGHT REQUIRED � \\ ALOTERNATING"W c (2) 'TENANT IMPROVEN NT 250S125-18 24" 8'-4" I WALL BEYOND \ / \\ \ SMS AT EA END n _ - PROVIDE CLEARANCE \ \ $ N 2505125-18 16 9'-7" _ _...._... .. AT RUBBER BASE \ \ .� 2505125-27 24" 9'-1 O" �� FOR DOOR SWING TEMPERED GLAZING PER \\ \\ I 362S125-18 16" oc � �EQON I SPECIFICATION \ ' 250S125-1$ 16" 11'-3" FULL GLASS DOOR \\ CONCEALED CLOSER I 3625125-18 24" 13'-5" \ DOOR PIVOT AS \ OCCURS. COORDINATE 362S125-18 16" 14'-4" 45?\ WITH DOOR SUPPLIER. ( • BRUSHED ALUMINUM ,�45° ASSUME TO MATCH �. 362S162-33 16" 16'-5" CHANNEL BUILDING STANDARD p. � RESILIENT SPACER 362S162-43 16" 18'-0" FULL GLASS DOOR p^ +� w ATTACHMENT I SAT CEILING PER PLANS 600S162-33 16" 24'-6" PROVIDE CLEARANCE o ' / ,i AT RUBBER BASE I' 8/CEILING 9 . MEOR NON W EXISTING BASE FOR DOOR SWING w FLOOR FINISH _ J.L_ 4 sr 8'-8" AFF ND,, ORE 360 @5psf OR NEW BASE _s _ _ ._ . , .1, 8/6YP AFF D :I:77:i Wlll1 CERAMIC TLE FACING / cr TO MATCH .` j� EXISTING IF i �t OF DESIGNATION SPACING MAX. WALL f'f REQUIRED /// L. W j GYP BD • MACKENZIE 2017 362S125-18 16" 12'-4" • GLAZING CHANNEL ALL RIGHTS RESERVED 362S125-33 16" 14'-3" _ • —NEW RUBBER BASE TEMPERED GLAZING PER THESE DRAWINGS ARE THE PROPERTY W :: + NOT TO BE SPECIFICATION OUSED F MACKENZIE REPRODUCED DARENANY MANNER, FLOOR SYSTEM R WALL TABLES ARE BASED ON WALLS SHEATHED BOTH SIDES FULL HEIGHT WITH I • # o WITHOUT PRIOR WRITTEN PERMISSION n n J ' f U- WALL BEYOND = I I 1/2" GYPSUM BOARD ATTACHED WITH #6 SCREWS MIN. AT 12"-0" O.C. MAX. —I — I I 1 1- REVISIONS: WAL-_, HEIGHT TABLE s GLAZED DOUBLE DOORS PANEL DETAIL AT FLOOR m s - : PWLZI E ; E% C.),\ ITI 8 mo� REVISIONS REVISION DELTA 0 " N >- THIS CLOSING DATE :;5°20:. l 5°2' 3"=1'-O" o :' 55.2! 1 1/2"=1'-0" r . 5.2. 1 1/2..1'-0 �o SHEET 1 X IN PROGRESS D410 '",' SC WMA E • t ._ E ROOM F A S H S C H E $gip U L E SCHEDULEOFINTERIORFINISHES a DOOR DOOR DOOR FRAME HDWR FLOOR BASE N. WALL E. WALL S. WALL W. WALL CEILING DOOR DETAILS RATING COMMENTS ROOM CEILING P-1: MATCH EXISTING OPENING SIZE THK TYPE MAT'L FINISH MAT'L FINISH GROUP ROOM NAME MAT'L MAT'L MAT'L MAT`L MAT'L MAT'L FINISH A '" :" T • - II•" -T-Y-Nr-- -�- �.---4 -- - - NUM FINISH FINISH FINISH FINISH FINISH ^FINISH HT' MAT'L COMMENTS CPT-1: EXISTING, PATCH AND REPAIR AS REQUIRED TICIARD 101-104 EXISTING 105 BREAK LVT RB GB/P GB/P GB/P GB/P EXIST EXIST 1,3 PL-1: TBD 120A 3'-0"x8'-6" EXISTING DOOR - HMK FF -- H-2 -- 2 106-119 EXISTING PL-2: TBD ' 120 SCAN EXIST EXIST P P P P EXIST EXIST 2,4 1 1 HARDWARE GROUPS: ABBREVIATIONS: 121-122 EXISTING - SHEET TITLE: H-1: NON-LOCKING EXIST EXISTING - RB-1: MATCH EXISTING BUILDING STANDARD FINISH SCHEDULE NOTES: DTI '�'" `� G GLASS ABBREVIATIONS: LVT-1: SHAW, JEOGORI 0215V, LINEN, 9050Q SCHE LES PUSH-PULL, PIVOT, .. CONCEALED CLOSER CLR CLEAR GLAZING A. ALL INTERIOR FINISHES BUILDING STANDARD, COLORS EXIST EXISTING VCT-1: EXISTING, PATCH AND REPAIR AS REQUIRED H-2: CARD READER FF FACTORY FINISH TO BE COORDINATED WITH TENANT. GB GYPSUM BOARD LOCKSET F86 GRADE HMK HOLLOW METAL KNOCKDOWN B. PATCH AND REPAIR ALL EXISTING WALLS WHERE P PAINT 1, BUTTS SEAL, AFFECTED BY NEW WORK. PAINT NEW WALLS ONLY RB RUBBER BASE STOPS, ELECTRIC DOOR SCHEDULE NOTES: AND/OR WALLS/ROOMS AFFECTED BY CONSTRUCTION LVT LUXURY VINYL TILE STRIKE, & REQUEST TO MATCH EXISTING. TO EXIT ON SIDE A. ALL DOORS/CLOSURES TO BE CHECKED, ADJUSTED, C. EXISTING CARPET AND RUBBER BASE TO REMAIN WITHOUT CARD AND/OR REPLACED TO BE IN COMPLIANCE WITH ADA. UNLESS OTHERWISE NOTED. NEW RUBBER BASE AT READER B. VERIFY DOOR HEIGHT DIMENSIONS. APPROXIMATE NEW WALLS ONLY AND/OR ENTIRE WALLS/ROOMS 1 IDRAWN BY: KGB MEASUREMENTS BASED ON FIELD OBSERVATION. WHERE AFFECTED BY CONSTRUCTION TO MATCH EXISTING. EXISTING VCT TO REMAIN AT SCAN ROOM. DOOR SCHEDULE COMMENTS: NEW UPGRADED BUILDING STANDARD LVT AT BREAK CHECKED BY: S: , - , ROOM. 1. NEW BUILDING STANDARD FULL GLAZED DOORS. PROVIDE BRACING ABOVE CEILING AS FINISH SCHEDULE COMMENTS: /\ SHEET: REQUIRED PER NEW ASSEMBLIES. PATCH AND REPAIR GYP BOARD OPENING, WHERE OCCURS, TO ACCOMMODATE NEW DOOR ASSEMBLY. DOORS TO RECEIVE 3M OPAQUE WINDOW FILM. 1. PATCH AND REPAIR ALL EXISTING OPEN OFFICE CONFIRM FINAL SPECIFICATIONS WITH TENANT. FINISHES AS REQUIRED TO ACCOMMODATE NEW BREAK Pr ,t t 0ik --I 1 ' t 2. PROVIDE NEW FRAME FOR EXISTING DOOR TO ACCOMMODATE CARD READER, IF REQUIRED. ROOM FOOTPRINT. 'N. 2. PROVIDE NEW RUBBER BASE TO MATCH EXISTING AT WALL WHERE CABINETRY IS REMOVED. o� ° 3, SEE ELEVATION 2/A4.10 FOR WALL DIRECTION AT BAR REVISED JOB NO. HEIGHT COUNTER. • R ice- 21 ! ; 750.23 4. PATCH AND REPAIR EXISTING VCT AS REQUIRED. ERNI" SET:: ' /21/2017 , I PERMIT SET: 10/27/2017 215095023\4JIRAWINGS\ARCHITECTURAL\23-A5.20.DWG CAK 11/21/17 09:45 1:96.00