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Plans (38) BU P2017 - 00262 RECEIVED 1111111/11 M ,. OCT 3 2017 /ACAt4CY SPACE PREP OWNER C 'OF TIGARD SW Locust Street _ __— - _ - SHORENSTEIN REALTY SERVICES BUILDINGDIVISION ---i 4,0 c`3. ° o o �•a Ai l o 8^ 11;!;I!I.;III 1 1 1!,I I I I I I 1, r ROB FABIAN - PROJECT MANAGER - CONSTRUCTION j ��I}#iI1111+! 3 ;1 1#llls;l+..l # ;1 11 �+ - = I • RFABIANOSHORENSTEIN.COM LL iTENANT IMPROVEMENT Architecture Interiors f' #I , I I 1.4,.. 1. 11, ilk r _ -, •' �i � IIE fII��t� +Ii�ilj � I 5335 MEADOWS ROAD SUITE 275 Fye■}5�7ppR�+, COPY i ;f} ' ,1�I I Y I� S f` 11 l d el i r _ O i ICLAKE DswEGo, DREcoN s7o35 t r'i!'�- k_lio 'I#flllii i i llillli :,----:- # PHONE: (503)412-4800 f Io p#15,. 1 +4 v19 v (Ot O r _ STRUCTURED PARKING 1 di CITY OF TIGARD • 1 6 p - .. ;1 1 `�., c? • '` I I I TOWER R.EVIIJWED FOR CODE COMPLIANCE v � I �— d 1 'r/11 fl 11 1!IiTTITI ! ;11f� LINOLN i _ ; `. of ; �� s! -'-- 11\ �! { I7�(l�{Ii�T(iTS�I,TT1ii! t,==_-,_,.,7: Q?r�� @ ao -�_ �!I;� ��.�..�.�� OTC: � j �lo �� 3� Portland, OR '4'!a• t #:! 1 10260SWGREENBURGRD. GENERAL CONTRACTOR �� �of�-�::::7-5\6‘ 2::: 503.224.9560 �, , �° o 1... n. 1 ,r-� 7// rye ; its vancou�er, wA l 1 0 "j -�-�._�i *+ y _ --r �-T= c/ RUSSELL CONSTRUCTIONAddress: 3i 360.595.7879 t 1- - b ,f TIGARD, DDNN STURDIVANT/ARNE WAYRYNEN Acro i O ,10CTreerii3 c� ' 1 _ ..,..)/ OREGON 1�7 Seattle,WA \ , , � � �_ DSTURDIVANT�RUSSELLCONSTRUCTION.COM _ 20915 SW 105TH AVENUE Y' r+..-.+ f/ i Date. 10 - 3-)'7 205.749.9993 ° '� • - = 1 TUALATIN, OREGON 97062 www.mcknze,c�m �/ dLd', frfr'f o ��. t " - _- INDEX OF DRAWINGS PHONE (503)692-9002 �� Y r , , . /./.2. 1-2./.1 , } t h G0.01 TITLE SHEET, SITE PLAN, KEY PLAN, CODE SUMMARY, LEGEND AND NOTES LEGEND1DESIGN DRIVEN I CLIENT FOCUSED c, , � 9 = r ' ' A1.10 DEMOLITION PLAN, PARTIAL THIRD FLOOR PLAN, DEMO RCP, REFLECTED CEILING r� Client f 1 i!I I ' !�' I ` .110661 !i I11! r1 PLAN AND NOTES� 1� !i!# � '� . ,\ A4.10 CABINETRY ELEVATION, CABINETRY DETAILS AND SCHEDULES `=== EXISTING CONSTRUCTION TO BE DEMOLISHED GUST•Au'S I f (� - I i l i#�' ii i s� ` a . , n______, � . . �P 7 A5.20 DETAILS �� I i I. ! 1 \ EXISTING WALL TO REMAIN 1 .- = - r1:11f! IIl;tlll' (-- `1I 11 .;1 :11 #i_'-r ##I1 I SCOPE OF WORKo 1 �� =_ == frzisrm m,I#,1# f = _ t 11,I I ,1 I 1#11.1;i;!1 111 I I 1 I NEW WALL TO UNDERSIDE OF GRID, SEE 3 /A5.20 s o R E Iv.. s >I N }`.2 — STRUCTURED PARKING - ! 4l:I STRUT i-ED ARKING I # i _� � �,1�,�� !I I I ;#;� ; 1 � �.� I 1 THE SCOPE OF WORK FOR THE PROJECT INCLUDES INTERIOR LANDLORD IMPROVEMENTS ezzEmizinni ,\ I i#' E( 1 I i;�' ' '' ''` 1' � gfi I#'i n `I FOR AN APPROXIMATELY 2,868 SQUARE FOOT VACANCY ON THE THIRD OF TWELVE FLOORS. EXISTING 2 HOUR RATED WALL TO REMAIN N - 1!!1 I I l I + '_1,11 1 1 1:11 III.1 I ,1�LI,;;', #1 I' ,i'(#I#'ISI I 1 I I F. I ° i WORK TO INCLUDE DEMOLITION° ANEW WALL, DOORS AND RELITf�, NEW CABINETRY AND � Swoakstreet __ _ _ NEW LIGHT FIXTURES. EXISTING 1 HOUR RATED WALL TO REMAIN 7 "I m' TENANT A — EXISTING DEMISING WALL TO REMAIN I 25' so 100soa + EXISTING QUADRUPLEX OUTLET Project VACANCY SPACE AREA OF WORK DES1GN/CODE DATA A -= EXISTING DUPLEX OUTLET PREP 5 c._.; EXISTING OUTLET CONVERTED TO DEDICATED GOVERNING CODE: 2014 OSSC TENANT SITE PLAN OCCUPANCY; B EXISTING COVERPLATE LOCATION TO RECEIVE NEW VOICE/DATA ROUGH IN LOCATION IMPROVEMENT CONSTRUCTION TYPE: TYPE I-B LINCOLN TOWER C.i . NTS TENANT AREA (APPROX): APPROX. 2,868 S.F. ,= EXISTING COVERPLATE 10260 SW GREENBURQ RD. OCCUPANCY LOAD: 29 TIGARD, OREGON LONGEST COMMON Si. EXISTING LIGHT SWITCH 1 PATH OF TRAVEL = 43'-2" 2 REQUIRED EXITS, 2 EXITS PROVIDED ALL EXITS ARE EXISTING AND HAVE APPROPRIATE EXIT SIGNAGE NEW LIGHT SWITCH WITH OCCUPANCY SENSOR ��D 4 OF THE DIAGONAL = 23'--3" BUILDING IS FULLY SPRINKLED AND HAS NFPA SMOKE DETECTION Cn( '' , WITH ON SITE EMERGENCY GENERATOR FOR FIRE, LIFE/SAFETY BACKUP POWER FIRE EXTINGUISHER �' : I p, Y'C.7. AREA OF WORK DEFERRED SUBMI`T I AL °6';I EXISTING THERMOSTAT • ® .� 2014 OSSC SECTION 107.3.4.2 (by separate permit) CI KEY NOTE FOR REFERENCE + PORI • �, +'• 1 FIRE SPRINKLER E:., FIRE ALARM �. INTERIOR ELEVATION FOR REFERENCE , 4 ` MECHANICAL igiV ELECTRICAL je. � • '+ PLUMBING 1a DOOR NUMBER SYMBOL 41 pkoo III ,= � MACKENZIE 2017 0 =+. rs. f: EXIT ILLUMINATIONC ALL RIGHTS RESERVED NOTE: DESIGN BUILDERS FOR M.E.P. AND FP. ARE FULLY RESPONSIBLE FOR THE DESIGN Ex� REQUIRED EXIT THESE DRAWINGS ARE THE PROPERTY OF MACKENZIE AND ARE NOT TO BE .w, OF THESE SYSTEMS/COMPONENTS. THESE SYSTEMS/COMPONENTS SHOWN ON DOCUMENTS USED OR REPRODUCED IN ANY MANNER, .14p �= t WITHOUT PRIOR WRITTEN PERMISSION � �� _ I ARE SCHEMATIC ONLY: THEY ARE NOT INTENDED TO REPRESENT FINAL/CODE COMPLIANT W I 1EXISTING CEILING GRIDL. r.41ii$ _ DESIGN. PROVIDE DESIGN DOCUMENT SUBMITTAL TO ARCHITECT OF RECORD FOR REVIEW REVISIONSVIP = j PRIOR TO SUBMITTAL EXISTING GYPSUM BOARD CEILING z � _ � REVISIONS REVISION DELTA I — - T 1 VALUATION S THIS CLOSING DATE 11111 I0-11. r'• �vrrvv - DEMOLISHED 2'x4' LIGHT FIXTURE �o SHEET FA I VALUATION OF WORK = $21,000 DEMOLISHED TRACK LIGHT FIXTURE GENERAL NOTESill -�- I�,,,,,,,,` 0 DEMOLISHED RECESSED CAN LIGHT FIXTUREA gi I , _ 4 mi 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. EXISTING RECESSED FIXTURE TO REMAIN `�.. 1 B. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE LATEST ADOPTED BUILDING CODE 1 I EDITION, AND TO CONDITIONS AND SPECIFICATIONS OF ALL GOVERNING AUTHORITIES. / EXISTING SUPPLY RETURN VENT TO REMAIN C. VERIFY AND CONFIRM ALL CONDITIONS, DIMENSIONS, AND LAYOUT INFORMATION PRIOR TO START 1 .�'\ SUPPLY/ am; ,_ RETURN CONSTRUCTION. NOTIFY MACKENZIE OF ANY DISCREPANCIES PRIOR TO START OF WORK. ANY ' „:i mil CORRECTION WORK REQUIRED AS A RESULT OF NOT REPORTING SUCH DISCREPANCIES SHALL BE EXISTING SPRINKLER HEAD I 'PERFORMED AT NO ADDITIONAL COST TO THE OWNER. SHEET TITLE: D. CONTRACTOR AND SUBCONTRACTORS SHALL CAREFULLY EXAMINE THE SITE AND THE or EXISTING EXIT SIGN TITLE SHEET, SITE CONSTRUCTION DOCUMENTS OF THE ENTIRE WORK. INCONSISTENCIES IN THE PLANS OR PLAN, KEY PLAN SPECIFICATIONS SHALL BE CALLED TO THE ATTENTION OF MACKENZIE. mum NEW 2x4' LED LIGHT FIXTURE ' DISTANCE BETWEEN EXITS = 39'-6” E. REFER TO ENLARGED PLANS AND ELEVATIONS WHERE INDICATED FOR ADDITIONAL INFORMATION. CODE SUMMARY, id im*,ri KEY PLAN ENLARGED PLANS TAKE PRECEDENCE OVER PLANS OF SMALLER SCALE, AND DETAILS TAKE{ PROPOSED EGRESS LIGHTING PATH, 1 FOOT CANDLE TO BE CONFIRMED THROUGH LEGEND AND PRECEDENCE OVER PLANS. IN THE CASE OFA CONFLICT, THE HIGHEST COST OPTION SHOULD BE f .f 4 DEFERRED SUBMITTAL PRICED. NOTES *lob . THIRD FLOOR NTS F. DETAIL REFERENCES SHALL BE APPLIED TO ALL INSTANCES WHERE THE SAME CONDITIONS OCCUR, UNLESS NOTED OTHERWISE. TRUE PLAN G. THE TERMS "ABOVE FINISH FLOOR" (AFF) AND "FINISH FLOOR ELEVATION" (FFE) REFER TO FINAL NORTH NORTH FINISHED FLOOR ELEVATION, WHETHER BUILT-UP SLAB, COMPOSITE DECK, OR RAISED ACCESS I FLOOR. DRAWN BY: KGB H. DO NOT SCALE DRAWINGS. I. CUTTING AND DRILLING OF STRUCTURAL MEMBERS NOT DETAILED REQUIRES THE WRITTEN CHECKED BY: SBHI , PDK PERMISSION OF THE STRUCTURAL ENGINEER OF RECORD. J. SAVE AND RECYCLE DEMOLITION DEBRIS AS APPLICABLE. ALL DEMOLISHED OR REMOVED EXISTING SHEET: MATERIAL SHALL BE LEGALLY DISPOSED. COORDINATE WITH CITY OF TIGARD REQUIREMENTS FOR RECYCLING/RE-USE OF DEMOLITION DEBRIS. K. THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE RESULTING FROM THEIR WORK. THE OFFICE COPY CONTRACTOR WILL COORDINATE CLEAN UP OF ALL AREAS AFFECTED BY DUST OR ANY MATERIALS, BOTH DURING CONSTRUCTION AND UPON COMPLETION OF THE PROJECT, INCLUDING G0.01 THE INSIDE OF ALL WINDOWS AS NECESSARY SO THAT THE SPACE IS READY FOR OCCUPANCY BY TENANT. I 1 L. ALL DESIGN-BUILD ITEMS, SYSTEMS AND ELEMENTS ARE TO BE SUBMITTED FOR REVIEW AND CITY OF TMGAF D JOB NO, APPROVED BY MACKENZIE. Approved by Planning 215095457 M. EXISTING MATERIAL NOTED TO BE RETURNED TO THE OWNER SHALL BE SAFELY STORED ANDI , PROTECTED UNTIL IT IS REMOVED FROM THE SITE BY THE OWNER. CONTRACTOR SHALL Date: (0'2) 1 ti PE .. P1I sET: /28/17 COORDINATE WITH THE OWNER. Initials. 215095457\4...RIAWINGS\ARCHITECTURAL\57—G0.01.4WG KCB 09/27/17 11:51 1:95.00 , - I , LITI : � T A. REMOVE EXISTING FLOORING THROUGHOUT. PATCH, REPAIR AND PREP SUBSTRATE AS Architecture Interiors . REQUIRED TO RECEIVE NEW FINISHES. SEE SHEET A4.10 FOR FINISHES. Planning al Engineering ,� i B. THE CONTRACTOR SHALL CAREFULLY EXAMINE CONSTRUCTION DOCUMENTS FOR THE eoP" -Itt i°° '' WORK= ANY CONFLICTS, INCLUDING BUT NOT LIMITED TO BUILT CONDITIONS OF M.E.P. IN - 3' THE PLANS SHALL BE CALLED TO THE ATTENTION OF THE ARCHITECT/DESIGNER, SO ,it } ild.. j _ _ _ - THAT THE CLARIFICATION CAN BE ISSUED. - C. SALVAGE ALL DEMOLISHED COMPONENTS AS POSSIBLE. RETURN TO LANDLORD FOR =r CONFERENCE OFFICE OFFICE OFFICE OFFICE Portland, OR = �- FUTURE USE -4;z3-7. 303 304 305 306 307 D. SAVE AND RECYCLE DEMOLITION DEBRIS WHERE POSSIBLE. COORDINATE WITH CITY OF 503.224.9560 TIGARD REQUIREMENTS FOR RECYCLING DEMOLITION DEBRIS. Vancouver,WA 303A ----"IS �, E. CAP ALL ABANDONED PLUMBING, ELECTRICAL CONDUIT, AND OTHER UNDER SLAB 360,695.7879 UTILITIES AS REQUIRED= t6" 15'-4'� 6� '. `t F. RETAIN EXISTING FIRE EXTINGUISHERS FOR FUTURE USE. Seattle,WA G. EXISTING STRUCTURE TO BE LEFT UNDISTURBED AND INTACT. PERFORM NO DEMOLITION 206.749.9993 'r' T ' V. 0 0 \ THAT MAY COMPROMISE THE STRUCTURAL INTEGRITY OF THE BUILDING WITHOUT WRITTEN www mc�n�e.com f Q OFFICE APPROVAL OF THE ARCHITECT/DESIGNER. =' 0 308 H. SALVAGE ALL EXISTING DOORS AND HARDWARE FOR RE–USE. =- 71 JELL•-`��La .l"� L_ .!' ,_ ll DESIGN DRIVEN I CLIENT FOCUSED , Ms },. I , F OPEN OFFICE w \ Client 1 :i r 302 • f! �� GENERAL NOTES .I A. ALL EXISTING CONDITIONS TO REMAIN, UNLESS NOTED OTHERWISE. __ ' B. DIMENSIONS REFLECT FACE OF FINISH TO FACE OF FINISH, UNLESS NOTED OTHERWISE. :=' -fir C. WALL THICKNESSES ARE NOMINAL, UNLESS NOTED OTHERWISE, SHORENSTEIN I D. SUSPENDED ACOUSTICAL TILE CEILINGS AT 8'-10"± (EXISTING) AFF, UNLESS NOTED z_-� ,,-', OTHERWISE. !, �'� °~ OPEN OFFICE E. FOR SEISMIC BRACING OF SUSPENDED CEILING AND INTERSTITIAL EQUIPMENT SEE !�. 4 � 309 7. • 0 DETAILS 2/A5.20. 2 `, RECEPTION CPT F= CENTER ALL DOWN LIGHTS, FIRE SPRINKLER HEADS, SMOKE DETECTORS AND ALL OTHER i fr.4.2 301 Q - BREAK CEILING PENETRATIONS IN CENTER OF 2x2 TILE, UNLESS NOTED OTHERWISE. ! ' - G. ELECTRICAL, DATA AND SWITCHING LOCATIONS ARE SHOWN TO CONVEY GENERAL INTENT Project __. i VCT �1 310 ONLY. COORDINATE ELECTRICAL/DATA/SWITCHING REQUIREMENTS WITH TENANT AND VACANCY SPACE ;,,,,� ! ,- , : ,: ----._- PROVIDE DRAWINGS BY DEFERRED SUBMITTAL. PREP „ *. .-,' H. HVAC CONTRACTOR TO PROVIDE FULL SHEET OF THE FLOOR AFFECTED UPON ' T COMPLETION. CONTRACTOR IS RESPONSIBLE TO PROGRAM THE OVERRIDE HVAC BUTTON. SUITE 375 °_====°a' (11)174' XIS I. ALL INTERIOR WALLS TO GO TO UNDERSIDE OF GRID UNLESS NOTED OTHERWISE= TENANT ,IIMPROVEMENT `',,; ; ` y� I r J. CORE FLUSH WOOD DOORS TO MATCH BUILDING ' ALL INTERIOR DOORS TO BE SOLID 301A 4.,F .. f z i 12 STANDARD UNLESS NOTED OTHERWISE. U � TO } WER +_ al K. OUTLETS INDICATED ARE EXISTING UNLESS NOTED OTHERWISE. SITE VERIFICATION HAS SW GREEN3LAG �. .• BEEN PERFORMED (ON 02/07/2017, WHILE VACANT) AND PLAN, ELECTRICAL AND CEILING TIMM OREGON INFORMATION HAS BEEN UPDATED (OBSERVATION IS LIMITED TO VISIBLE/ACCESSIBLE AREAS). CONTRACTOR TO FIELD VERIFY AND CONFIRM ADDITIONAL REQUIREMENTS WITH I ' TENANT. Ali DEMOLITION PLAN 2 PARTIAL THIRD FLOOR PLAN L. NO VOC PAINT SYSTEMS TO BE UTILIZED, TO INCLUDE PRIMERS AS WELL AS FINISH PRODUCTS. 0141) "i4 .0 A M. ALL DIMENSIONS SHOWN AS PLUS/MINUS (±) ARE FOR GENERAL LAYOUT AND REFERENCE 1,10 1/8"=1°-0" �,1 1/8"=1'-0" ONLY. VERIFY AND CONFIRM ALL DIMENSIONS AND CONDITIONS PRIOR TO START OF .. Ai. IS ,r A, WORK. NOTIFY ARCHITECT/ENGINEER OF ANY DISCREPANCIES PRIOR TO START OF WORK.. y N. REPLACE DAMAGED AND SOILED CEILING TILES WHERE AFFECTED BY NEW CONSTRUCTION TO MATCH EXISTING. try PO D, # 0. ADD SOUND INSULATION IN ALL NEW WALLS. `'� P. LIGHTING LAYOUT IS SHOWN FOR PRELIMINARY DESIGN INTENT ONLY. FINAL LIGHTING , ��•'t9. LAYOUT TO BE PROVIDED BY THE ELECTRICAL CONTRACTOR AND IS DEPENDANT ON `' OF OREGON ENERGY CODE ALLOWANCES AND EXISTING BUILDING INFRASTRUCTURE IN CEILING. ELECTRICAL CONTRACTOR TO REVIEW ALL REQUIRED LIGHTING LEVELS AND I I DISTRIBUTION AND NOTIFY ARCHITECT OF ANY CONCERNS OF FOOTCANDLES OR FIXTURE MACKENZiE 2017 1 PLACEMENT/LOCATION WITHIN ANY AREA OF THE SPACE. CONFIRM NEW LIGHT FIXTURE � ALL RIGHTS RESERVED 71 i, If H U L1 „ i 11 ✓ .I. , i 1 i 1 7 - , , t n. - ,,---•---,I�—�—� ..���.�. PLACEMENT DOES NOT INTERFERE WITH NEW WALL CONSTRUCTION AND SAT MAIN GRID III I i� >s»� m®oma I ,V�a®®A1MI���ri ��ra MI �!�»���1m :I THESE DRAWINGS ARE THE PROPERTY gill!.■■■■� 11.11■ ■..,"■ �'■ Um ■.�■■■,I LINES, RELOCATE IF REQUIRED. FINAL LAYOUT TO BE REVIEWED AND APPROVED BY OF MACKENZIE AND ARE NOT TO BE - --::-.:_. :_.:-. �� �� LOCAL JURISDICTION THROUGH DEFERRED SUBMITTAL. I USED OR REPRODUCED IN ANY MANNER, • � - .,;._, � � WITHOUT PRIOR WRITTEN PERMISSION 1111 .____• ■■ ■f■■==■I■• ■■ 1111■■ ■■I■■ ■■■h ■■U■■■■■■■1■11■■■I■UU11■ ■■11■r 111111111111111111111 �■ REVISIONS: . „ _ ONS , , , , , , , , , , , (•(•: 1•�; �� (•� �t �. ^"*qIIIIIIIIOIIIIIIIII 5QREVISI REVISION DELTA . . , , , , , , N(• >•� 4 > T CLOSING DATE . . HE T ._.. f1111611111161111111161111 __._- 1111KEr .� � ww SHEET 1111 �■ 1111111:14:1111I% o . , _ 1 . . . L.. . _ . . _ ���i•��M���)��MM.IIR���.ER� ���M� i•■�IL� NI5111111111111 1. FUR OUT WALL TO BE FLUSH WITH EXISTING ADJACENT WALL. SEE DETAIL 4/A5.20. \� ..,.., ...... 2. NEW – f WIDE FULL BUTT GLAZED TEMPERED PANELS. PROVIDE BUILDING STANDARD : , , , , 0 . ,.., 15 4 ■ _ - iiissiwpgrimm, ► MEIN 111 o U CHANNEL AT TOP AND BOTTOM WITH CLEAR STRUCTURAL SILICONE CAULKING AT—V air AO ! ! ■ IA PM'o r s` ilipliA t. Asp ' •■■ .■��■■ ADJACENT GYPSUM BOARD SURFACE. PROVIDE CLEAR SILICONE CAULKING AT BUTTA ! ! ' . ' ' . . . . A,„ ..„/ �' r �v ,/® ■■r%�®■■■■I SEAMS. ASSUME CONCEALED HEADER ABOVE SAT CEILING TO PROVIDE STRUCTURAL ! ! - ' ■ ...:. _ BRACING AS REQUIRED. ASSUME (4) EQ. BUTT GLAZED PANELS. SEE DETAILS 8,11/A5.20. s , , r fir` ■ 'r 11 f�■■ I■■■i=�;� 3. REMOVE EXISTING PLAQUES FROM DOOR. PATCH AND REPAIR DOOR AS REQUIRED TO ! , ; ; , IIMIN f ■11■■■1111■■■■r1■■■■■ Ammo I■■■■■I MATCH EXISTING. ! ! ;■ ■111111111111111111111111,,1.111 __11111111 1111 ■111111 4. off NEW luggior% TOWRAPTO FULL GLAZEDPANELS, ANDTRIMMED BACK AT I OT DURING OPERATION. , r l �'� x '1111■111111 •A 1111 5. LOWER EXISTING OUTLET TO STANDARD HEIGHT. r r ■ 1111111111111111111111.111111111111111111111111111111111111111.11111111111111111MEM 6. CONVERT EXISTING OUTLET TO BE [DEDICATED. SHEET TITLE: 7. EXISTING MAIN SAT GRIDLINE TYPICAL AS IDENTIFIED DURING SITE OBSERVATION. DEMOLMON PLAN IIIIIIIIIIIIIIIIIIIIIII"I ■Iller 111111■11r----7111111x11111 1111 OBSERVATION IS LIMITED TO VISIBLE IDENTIFICATION OF CONSISTENT MAIN LINES. ANY ��rr, immr •HH ,■®■I h O VARIATIONS TO BE CONFIRMED ON SITE BY CONTRACTOR. PARTIAL THIRD �; . �.._, , M 111111111 I■ r 1111 TYP. 8. RELOCATE HVAC COMPONENT AS REQUIRED PER NEW LIGHTING LAYOUT. FLOOR PLAN, DEM II -, w, = , . : ; ' 111111111� 4■■I 9. NEW LITHONIA 2ALL4 2X4 LED LIGHT FIXTURES WITH DIMMERS. RCP, REFLECTED . _ , . , , MEMS 5 1■ i_-111 II r_-_ ■111 CEILING PLAN AND ti �j fl 1111 ' /1 NM :111 '7 r MEM NOTES I II _� 1111■ lour/ 11 1111111 ' It ���1 ��■ 1111! ° um../-. _:.:_-r- { �`:/ Ill II■!1!% DRAWN BY: KGB -;, � ''fir• ��r -,-' . .. . :al 1111■I 1111 11 { r 11111111 II■ ;6/ ® 1 CHECKED BY: SBH, PDK ism• I = -- „ — -- SHEET: AIiO 3 *Emit.* Arr v,.1.10 1,8-.1,-0. ( (4M REELECTED CEILING PLAN ! 1,� 1/8"=1'-0" JOB NO. 215954057 ! I ' 6T SED 09/28/17 215095457\4J)RAWINGS\ARCHITECTURAL\57—A1.10-DWG KGB 09/27/17 11:35 1:96.00 NOTES: (1) ADJUSTABLE 13" CLR. I, MELAMINE SHELF A. FINISH ENDS, TYP E. SHIM AS REQUIRED U.N.O. B. CONFIRM REQUIREMENTS AND SIZES F. ALL CABINET FACES AND DOORS, PL-1 \ - PLASTIC LAMINATE FOR ALL EQUIPMENT/APPLIANCES G. ALL EXPOSED EDGES AT DOORS AND �, - I[ FACES PRIOR TO CONSTRUCTION OF SHELVING TO BE P-LAM TO MATCH w k , CABINETRY ADJACENT VERTICAL SURFACES w _ __ PLASTIC LAMINATE :k -' C. ALL COUNTER TOPS, EDGES AND H. ASSUME NEW SINK TO OCCUR AT w ; , ��� INTERIOR, INCLUDING BACKSPLASHES, PL-2 UNDERSIDE OF EXISTING PLUMBING LOCATION D. CONTRACTOR TO PROVIDE DEDICATED l I CABINET Architecture hi riors OUTLET FOR BLACK GE #GL DA690FBB Planning Engineering ADA DISHWASHER 16" SHELF SIDE SPLASH WHERE 8 AdEllk d / OCCURS CEILING •4.1 ►' w ci) w PLASTIC LAMINATE ALIS: W/ LO' RS N 25" T COUNTERTOP AND Portland,OR 2'-8"f •" miggi .N.O. SPLASH WITH SELF 503.224.9560 iim EDGE Vancouver,WA :—.r _.._.__.�_..-,-_--�---.���_,.__ ti; 360.695.7879 imi--,;-. . .1511-- INSULATE EXPOSED CABINET PULLS, o f v,, I I PIPES PER ADA CODE ! BUILDING STANDARD Seattle,WA ca (� 206.749.9993 o ,l IN '� Ifac ara4.l I _g i `� c� r �� > 1 I,y (1) ADJUSTABLE www.mcknze.com JI `mo I IwMELAMINE SHELF=��_ea �f,'� � PROVIDE DISHWASHERJ�i . _ - - -�/ OPEN BELOW PER - - -�'� .�s�l LIENTFOCVS■ .■ ■ ADA CODE cn ° 2►_O" 2'-9" 2'-6" Client RUBBER BASE 8"± F r 7'-11"f 1 o 11 tr CABINETRY ELEVATION m i '°INE �� BE : 10; W S ~ o R ENS E ° c'i 1O ® BREAK 310 1/4"=1'-0" 49 TYPICAL 3/4"=1'-0" Q Li v flfl �� pp 13" CLR. DOOR o ff E u V L E / U.N.O. 1 I I. DOOR DOOR DOOR DOOR_ FRAME DETAILS HDWR RATING COMMENTS (2) ADJUSTABLE MELAMINE Project OPENING SIZE THK TYPE MAT'L FINISH MAT'L FINISH GROUP 1 ---'"r� SHELVES, TYP VACANCY SPACE EXIST 3'-0"x8'-8" EXISTING DOOR -- w =3_== PREP 301A (PR)3'-0"x8'-4" -- G G CLR -- -- 7,8/A5.20 H-1 -- 1 w 5 1 SUITE 375 303A 3'-O"x8'-8" -- G/R G CLR --- -- 8,11/A5.20 H-2 -- 2 w i_ TENANT w =�, HARDWARE GROUPS: ABBREVIATIONS: v' IMPROVEMENT H-1: LOCKING ENTRANCE EXIST EXISTING UPPER CABINETS, DEPTH UNCOLN TOWER BOTTOM RAIL MOUNTED G GLASS MAY VARY AS REQ'D, 10260 EN41 GREDEURGRD. THUMB TURN KEYED CLR CLEAR GLAZING25" SEE CASEWORK ELEVATIONS ARD, OREGON CYLINDER AND DUST > P.L. TOP PROOF STRIKE AND G/R GLASS WITH ADJACENT GLASS RELITES L.Li - - 1 1 SIGNAGE ON TENANT w U.N.O. SIDE "THESE DOORS TO DOOR SCHEDULE NOTES: w4" BACKSPLASH, RETURN OI 414 REMAIN UNLOCKED A. ALL DOORS/CLOSURES TO BE CHECKED, ADJUSTED, 1,-5" MAX / AT END WALL CONDITIONS DURING BUSINESS AND/OR REPLACED TO BE IN COMPLIANCE WITH ADA. TO FAUCET �� HOURS", BUILDING B. ALL SECONDARY DOORS TO HAVE DEADBOLTS REMOVED, CONTROLS �' . D ' N STANDARD PUSH-PULL, INSTALL COVERPLATES OR CHANGE DOORS AS AVAILABLE. '�1C"2 PIVOTS, CONCEALED C. VERIFY DOOR HEIGHT DIMENSIONS. APPROXIMATE \ ►\ ....->/ n �.._ j `� tCLOSER MEASUREMENTS BASED ON FIELD OBSERVATION. r WRAP ALL EXPOSED PIPE • '-�POR ,, 1 rr H-2: NON-LOCKING D. NEW DOORS MAY BE PULLED FROM EXISTING BUILDING —,1 ; PER CODE `+�INVENTORY OR RELOCATED WITHIN SUITE WHERE14 BUILDING STANDARD POSSIBLE. °' r 8" �� O' � PUSH-PULL, PIVOT, / Z o OF CONCEALED CLOSER M ? 7 s F cc I I °tel ©" RLMLARIGHTS CKENZIERESERV2017 ED j DOOR SCHEDULE COMMENTS: " N I OPEN BELOW PER CODE �! THESE DRAWINGS ARE THE PROPERTY 1. NEW BUILDING STANDARD FULL GLAZED TENANT ENTRY DOORS. PATCH AND REPAIR EXISTING r 6 / o' - z OF MACKENZIE AND ARE NOT TOBE GYP BOARD OPENING TO ACCOMMODATE NEW DOOR ASSEMBLY. (DESIGN INTENT IS FOR NEW USED OR REPRODUCED IN ANY MANNER, `� `. \ Q WITHOUT PRIOR WRITTEN PERMISSION TENANT ENTRY DOOR HEIGHT TO MATCH ADJACENT TENANT ENTRY DOOR HEIGHTS). 2'-O" z 1 I 2. NEW BUILDING STANDARD FULL GLAZED DOOR. PATCH AND REPAIR EXISTING GYP BOARD / in REVISIONS: OPENING TO ACCOMMODATE NEW DOOR ASSEMBLY. (DESIGN INTENT IS FOR NEW GLAZED CABINET SECTION ~ z CONFERENCE DOOR AND RECITES TO ALIGN WITH THE TOP OF ADJACENT DOOR AND RECITES). w o� REVISIONS REVISION DELTA cn 51i THIS CLOSING DATE 4. • TYPICAL 3/4"=1'-O" co cc o SHEET 0 ' )' (40: FII N`dSH SCHEDULE 9 ° FLOOR BASE N. WALL E. WALL S. WALL W. WALL CEILING ROOM ROOM NAME MAT'L MAT'L MAT'L MAT'L MAT'L MAT'L CEILING FINISH NO FINISH FINISH FINISH FINISH FINISH FINISH HT. (OP-MAT'L COMMENTS SCHEDULE — Eh` TFROn 9143 t : ES 301 RECEPTION CPT RB P P P P EXIST EXIST 302 OPEN OFFICE CPT RB GB/P P P P EXIST EXIST CPT-1: TBD 303 CONFERENCE CPT RB P P GB/P P EXIST EXIST ° ` 304 OFFICE CPT RB P P P P EXIST EXIST VCT-1: TBD , 305 OFFICE CPT RB P P P P EXIST EXIST PL-1: TBD I 306 OFFICE CPT RB P P P P EXIST EXIST SHEET TITLE: 307 OFFICE CPT RB P P P P EXIST EXIST PL-2: TBD CAM', 308 OFFICE CPT RB P P P P EXIST EXIST 'ELEVATION, 309 OPEN OFFICE CPT RB P P P GB/P EXIST EXIST P-1: TBD CABIN' 7-Y Y 310 BREAK VCT RB P — P P P EXIST EXIST RB-1: TBD DU E j/ILS AN FINISH SCHEDULE NOTES: Cn_rtD! f 3 ABBREVIATIONS: a?..amu �vl-L. A. ALL INTERIOR FINISHES BUILDING STANDARD, COLORS CPT CARPET TO BE COORDINATED WITH LANDLORD. EXIST EXISTING B. PATCH AND REPAIR ALL EXISTING WALLS WHERE GB GYPSUM BOARD AFFECTED BY NEW WORK. PAINT NEW AND EXISTING P PAINT I WALLS. RB RUBBER BASE DRAWN BY: KGB C. PATCH AND REPAIR ALL CORRIDOR FINISHES WHERE AFFECTED BY NEW DOOR ASSEMBLY CONSTRUCTION. VCT VINYL COMPOSITION TILE ASSUME TO MATCH EXISTING. CHECKED BY: SBH, PDK D. PROVIDE NEW BUILDING STANDARD UPGRADED CARPET I SHEET: TILE AND RUBBER BASE THROUGHOUT, UNLESS NOTED OTHERWISE. NEW BUILDING STANDARD VCT AT BREAK. A4.1O I I JOB NO.2150954.57 I I PERMIT SET: 09/28/17 215095457\4JRAWINGS\ARCHITECTURAL\57-A4.10.DWG KGB 09/27/17 11:35 1:1.00 FLOOR OR ROOF STRUCTURE POP RIVET RUNNER TO WALL ANGLE AT 2 BERC 2 ADJACENT WALLS, FASTEN CLOSURE ANGLE WITH 8" MAX. 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 \ \ THROUGH GRID TO WITHIN 8 OF PERIMETER / ,I \ BRACE ABOVE 401111k -- LATERAL BRACING WITH APPROVED VERTICAL ® \ EXISTING COMPRESSION STRUT AT 12'-0" OC EA WAY % ' SUSPENDED CLG \ \ FACE OFF WALL TO \ I MATCH EXISTING COUNTERSLOPE HANGERS IF MORE THAN 1:6 OUT OF PLUMB 2 a ° ° Q ASSEMBLY \ \ Architecture Interiors � � . , °Q,. .. -� 45° - ��` .. FACE ' EXISTING WALL ASSEMBLY fri • \ arrA Ih� , AS OCCURS Planning 0 Engineering "ATTACHED WALL" , 'a° 1/4" MAX AIR SPACE I C ;I METAL STUD BRACING r� YNI AO : 11Frr: a CUT TILE FOR TIGHT r,�r, ,, TO FLOOR STRUCTURE AT 8'-O" >�d ATS NTS FIT AT WALLS 1 I 1 a. A 1 I I 1 OC W/ (2) #8 SHEET METAL 0 NOTE: FOR UNATTACHED WALLS PROVIDE A CASING BEAD ; I :::,:1, Portland OR �a- " SCREWS AT EACH END. STUD SIZING METAL STUDS 16" O.C.3/4 GAP BETWEEN EDGE OF ANGLE AND CLIP USG 200-A I II � y' 503.224.9560 1 -- DO NOT SCREW BERC 2 CLIP TO TRACK I PER SPAN TABLE. BRACING TO BE I ,� TENANT Vancouver,WA 0 ' o \ 1 SOUND ATTENUATION 1 ICI'� 1 PROVIDED WHERE DISTANCE BETWEEN ;, SPACE 360.695.7879 TABLE MAX. LENGTH AT ALL NEW WALLS, TYP. I II PERPENDICULAR INTERSECTING WALLS I. ' E Seattle,WA S. wo„ CROSS RUNNERS FIT BETWEEN MAIN RUNNERS " „ 1 ,. .1;11 `.MAIN RUNNERS AT 4'-0" OC SUPPORT WITH 12 1/2" DIA CONDUIT (EMT) 5 -10 . OR HORIZONTAL BRACING BETWEEN 44, c' 206.749.9993 MAXA f f, ' 3/4" DIA CONDUIT (EMT) 7'-8" C ��� WALLS EXCEEDS 8 –0 OC � I �• WIRE AT 4–0 OC OR WITH #10 WIRE AT 5–0 OC EA WAY " 1 -- I ` `> ? w .mcknze.com 6'-0" MAX a 1 DIA CONDUIT (EMT) 9'-9" I ,� LATERALLY BRACE MAIN RUNNER TO STRUCTURE AT 12'-0" OC , "1 I (-- I1 METAL STUDS SEE WALL HEIGHT . _'. '► GYP BD EA SIDE -� i ( � �, �� � „aSGL 162S125-33 MTL STUD 12 –O II TABLE FOR GAUGE AND SPACING 5/8 GYPSUM BOARD EA WAY. BEGIN BRACING 6�iTHIN 6–0 OF PERIMETER AND (1-5/8"x20GA) , ' �� i It;:.;: DESIGN DRIVEN I CLIENT FOCUSED 2 FROM CROSS MEMBER IN AREAS GREATER THAN 1,000 SF BACK TO BACK 162S125-33 15'-0" 1 I ( I i CONT ACOUSTIC SEALANT Y, .+, s NOTE: ” 1 EA SIDE AGAINST TRACK ALL GRID MEMBERS AND CONNECTION DEVICES TO BE OF AN SECURE ALL HANGERS TO BLDG MTL STUDS (1-5/8"x2OGA) I I ) i ` Client STRUCTURE. TRAPEZE DUCT WORK � I C�'� �) � NO SEALANT AT SIM COND � - e APPROVED TYPE AND HAVE A 180# CAPACITY. ALL LATERAL BRACING AND OTHER LARGE OBSTRUCTIONS SGL 250S125-33 MTL STUD 13'-6" 1/2" MAX �,,, �,,; WIRES TO HAVE A 200# CAPACITY. (2-1/2"x20GA) ; BACK TO BACK 250S125-33 15'-0" BOTTOM TRACK TO FINISH SUSPENDED CEILING BRACING TO COMPLY t"IITH ASCE7, ASTMC635, CONCRETE SLAB FLOOR W/ POWDER DRIVEN --', ASTMC636 AND ASTME580 MTL STUDS (2-1/2"x2OGA) ! f, � � �. �� , _ I � ANCHORS AT 4'-0" OC �j s H o R E � r � >; � � �LI SLIDALLZ �;tomFURRING WALL. g NOTE45.2 PROVIDE SEISMIC SEPARATION JOINTS IN CEILINGS GREATER NTS THAN 2,500 SF. PROVIDE HEAVY DUTY GRID SYSTEM. . AT FLOOR AND SUSPENDED CEILING 3"=1'-0" ‹ . " 1L (-- -----"--4-7 ._„s_„_ _` TOP OF WALL DETAIL PER 3/A5.20 1 EXISTING BASE ♦ Project NEW BASE SOUND ATTENUATION BATT I 362S125-43 STUD VACANCY SPACE TO MATCH AS OCCURS BRACING TO UNDERSIDE EXISTING IF '' Fll —NEW RUBBER BASE OF EXISTING FLOOR PREP REQUIRED I —), '�''�+ " \ ROOF 6'–O" oc / SUITE 375 1/4 TO RECEIVE RUBBER \ TENANT BASE COVE \ \ I ALTERNATING W/ (2) #8 _.._.._..___w..__.. ? \ \ SMS AT EA END IMPROVEMENT \ \ L I COLN TOWER 4, " \\ \ 10260 SW QREENBURO RD. TIGARD, OREGON /------\NL—=BASE AT JAMB FULL GLASS DOOR \\ \ \`1 7/ 362S125-18 © 16" oc I FLUSH WITHf GYP BD; 1/4" TEMP GLASS \ PROVIDE J MOLD ATLIGHT AS OCCURS TOP OF BASE FOR - BUTT GLAZED SIDE 45°N\145° 4011:1 ilit . GYP AND KNIFE EDGE ,., REVEAL SAT CEILING PER PLANS 4,, D. N FULL GLASS DOOR __-_-:-_______________, $1 ,./ / v' ' 4. 4,8/CEILING B/CEILING EXISTING BASE / RECEIVE RUBBER 8'-10" AFF SPORT i s'E OR NEW BASE 1' 4" 14" TO B GYP BD TO MATCHBASE COVE 8'-8" AFF AT CONFERENCE ROOM 303 0•n. EXISTING IF MATCH BUILDING STANDARD AT Q REQUIRED TENANT ENTRY 301 PY_, ` ----NEW RUBBER BASE GYP BD ' ,7W Al MACKENZIE 2017 © ALL RIGHTS RESERVED li GLAZING CHANNEL , ) � I TEMPERED GLAZING PER THESE DRAWINGS ARE THE PROPERTY OF MACKENZIE AND ARE NOT TO BE • ! USED OR REPRODUCED IN ANY MANNER, SPECIFICATION p WITHOUT PRIOR WRITTEN PERMISSION _ " 1 i ,_ WALL BEYOND REVISIONS: 7 r L A ZED DOU : LE ' — ' LAZ11' G HEAD ' '''' li 4' DOTI* N 03 Yw.l .y 1 Fr) REVISIONS REVISION DELTA mil" '5___J THIS CLOSING DATE 5.20iRS 3"-1'–O" o 120 1 1/2"=1'-O" ao SHEET p * LINCOLN TOWER STUD SIZE: 2 " 1 1 LIMITING WALL HEIGHT TABLE NTEF OR NON STRUCTURAL WALLS L/240 @ 5psf 1 1 DESIGNATION SPACPVG MAX. WALL HEIGHT 1 1 WALL BEYOND 250S125-18 24" 8'-4" . 250S125-18 16" 9°-7" SHEET TITLE: ' TEMPERED GLAZING TO 250S125-27 24" 9'-10" DETAILS MATCH BUILDING 250S125-18 16" 11'-3" STANDARD .. 362S125-18 24" 13'-5" BRUSHED ALUMINUM 362S125-18 16" 14'-4" CHANNEL 362S162-33 16" 16'-5" Q ATTACHMENT RESILIENT SPACER 362S162-43 16" 18'-O"Lo, 0 600S162-33 16" 24'-6" I 1 a. FLOOR FINISH DRAWN BY: KGB Lu s Wiiii . - 11 FA:*, a /360 UI 5psf u) cc V/ -� � CHECKED BY: SBH, PDK 1 w cs • -;0 c; . • . SPA*,`'g.c . I. HE...t SHEET: m 362S125-18 16" 12'-4" 1- 3625125-33 16" 14'-3" s FLOOR SYSTEM Et W A,..„ a 20 WALL TABLES ARE BASED ON WALLS SHEATHED BOTH SIDES FULL HEIGHT WITH I.L. 1/2" GYPSUM BOARD ATTACHED WITH #6 SCREWS MIN. AT 12"-0" 0.C. MAX. , , I- g JOB NO. ti PANEL DETAIL A T FL•iikR . _ _, c° 12 WAL, '------' ' '[(C,''—' TAtLE i \ — , b L 1 1 ___.c,li L _ , L.,........._ , 2150!!'54,57 1 1 2 =1 --0 g 5.20f r mss° CO 28/17 0 215095457\4.DRAWINGS\ARCHITECTURAL\57-A5.20.DWG KGB 09/27/17 11:50 1:96.00