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Plans (15) BU P2019 -00105 OFFICE COPS` CITY OP TIGARD RE v 4x,w i i FOR CODE COMPLIANCE LEGEND Approved: I SW Locust Street SITE _ OTC: I - RECEIVED M Permit #: 1P2i719—rx)1O.5 8 - 1 F EXISTING CONSTRUCTION TO BE DEMOLISHED S�,� rye�+ r I�� Address: APR 2 2Q19 EXISTING WALL TO REMAIN Suite # : �_� S CITY OF TIGARD ,/ !0. co©0 [4.,:v--'''' O ,- I 1 EXISTING 1-HOUR RATED WALL TO REMAIN Date: _ BUILDING DIVISION P„• �-��'j�{' By: Z;3- L9 Architecture Interiors / C 5 :4 4 Q R P. pal 0 0'' C Y 0 0 0.0 V -. _ r P STRUCTURED PARKING ' EXISTING DEMISING TO REMAIN Planning Engineering -: ',40. NEW WALL TO UNDERSIDE OF CEILING, SEE 3/A5.20 v ' F EXISTING FLUSH FLOOR POWER AND DATA LOCATION J a EXISTING DUPLEX OUTLET ROAD SCHOLAR ,_., //'���-5, /� ryyy ry7 Portland,OR �.\\. J”- tly U LYIAF""`1A1 ��Q _ ... j-� �t C om , c.s EXISTING QUADPLEX OUTLET 503.224,9560 Vancouver WA ro m G� �`� EXISTING DATA/PHONE ROUGH IN LOCATION ' 3 LOBSTER - co co 36=x.,7879 �, o co (' 1.4.' -~.=- ? EXISTING COVERPLATE Seattle, WA r. -=-% TENANT IMPROVEMENT ' ''"' � '' EXISTING COVERPLATE TO RECEIVE NEW VOICE/DATA 206.749.9993 www.meknze.com 2., , . 5 LINCOLN : S U ITE 700 EXISTING BASE FEED,,, „ ,_. , , ,, ...,. EXISTING THERMOSTAT MACKENZIE (_,'' 1 _ DESIGN DRIVEN I CLIENT FOCUSED '0 I TCRFA2 i : EXISTING LIGHT SWITCH 10200 Sw GREENBURG R IEFE Client ctisiJ ' \_ ' EXISTING FIRE EXTINGUISHER d \ .. ,{ >, - fire Sprinkler Pin,ECl l I � TIGARD OREGON Fire Alarm EXISTING FIRE STROBE � Mechanical STRUCTURED PARKING STRUCTURED PARKING Plumbing NEW DUPLEX OUTLET '1 Electrical SHOR E ST E I N 1 aD NEW DEDICATED OUTLET Truss Engineering Shop Drawings — SW Oak Street o EXISTING QUADRUPLEX OUTLET CONVERTED TO DEDICATED INDEX OF DRAWINGS ` Other A NEW VOICE/DATA ROUGH IN LOCATION GENERAL 25' 50' 100' 200' G0.01 TITLE SHEET, VICINITY MAP, KEY PLAN, CODE SUMMARY, LEGEND AND GENERAL NOTES ® NEW BASE FEED, (1 CIRCUIT PER 141 WORKSTATIONS , CONFIRM FINAL LOCATIO ITTENANT AND TEN T'S FURNITURE VENDOR ARCHITECTURAL Project .10 1 VICINITY MAP 2 NEW BASE FEED, 2 CIRCUITS "CONFIRM FINALLOCAD '2)THTEIJUITSDTENANT'SFURNITURE VENDOR CR NEW CARD READER LOCATION A1.10 DEMOLITION PLAN, PARTIAL SEVENTH FLOOR PLAN AND NOTESROAD SCHOLAR A1.20 DEMOLITION REFLECTED CEILING PLAN, REFLECTED CEILING PLAN AND NOTES TENANT 1111 0,0 NOT TO SCALE 4 A1.21 ALTERNATE DEMOLITION REFLECTED CEILING PLAN, ALTERNATE REFLECTED CEILING PLAN AND EXISTING SUPPLY/RETURN TO REMAIN NOTES IMPROVEMENT A5.20 DETAILS AND SCHEDULES EXISTING CEILING GRID A5.21 INTERIOR ELEVATIONS, INTERIOR DETAILS AND NOTES SUITE 700 r A u 5 LINCOLN EXISTING EXIT SIGN SCOPE F WORK 10200 SW GREENBURG RD. _, EXISTING SMOKE DETECTOR THE SCOOCS RIPRS OF TIGARD, OREGON i. � , (�\ - f 1 APPROXIMATELY PEOFWORK 8,156 SQUAREFORTHE PRFEET ONJECT THE INSEVENTHLUDEINTEOF OR SEVEN TENANT FLOORS.IMWORKOVEMENTTO INCLUDE Ir' 11 EXISTING SPRINKLER HEAD DEMOLITION, NEW WALLS, DOORS, RELITES, CABINETRY AND FINISHES. r� �LJ EXISTING 2X2 LIGHT FIXTURE TO REMAINA VALUATION: $75,000 C Li • Ii T EXISTING 2X4 LIGHT FIXTURE TO REMAIN C� �` I PAU I EXISTING 2X4 LIGHT FIXTURE TO BE REMOVED/RELOCATED AC') ,/ �- E I ': E$J,� '_- I I „ ,:'_ RE TO BE DEMOLISHED DESIGN/CODE DATA _I 8 W O 4 - (ALT.)EXISTING 2X4 LIGHT FIXTURE • + L) 1 1 ii (ALT.)NEW LITHONIA 2ALL4 2X4' LED LIGHT FIXTURE )� PSR - 1 —.7--7 ro IIGOVERNING CODE: 2014 OREGON STRUCTURAL SPECIALTY CODE4 E � (ALT.)NEW LITHONIA 2ALL4 2'X4' LED LIGHT FIXTURE OCCUPANCY: TYPE: TB YPE 1 B �F O �....... ---- t r� = - -_- f L LITHONIA 24-HR 2ALL4 21X4' LED LIGHT FIXTURE "+r ii (ALT)NEW TENANT AREA: APPROXIMATELY 8,156 SQUARE FEET ` p EXISTING SUSPENDED LIGHT FIXTURE OCCUPANCY LOAD: 82 ALL RIGHTS RESERVED 0 � �I■E� i I I � Q_ � , MACKENZiE 2019 2 REQUIRED EXITS, 3 EXITS PROVIDED. 1 •• ■�= I II Iwi THESE DRAWINGS ARE THE PROPERTY 1 PROPOSED EGRESS LIGHTING PATH, 1 FOOTCANDLE TO BE CONFIRMED THROUGH SEPARATE OF MACKENZIE AND ARE NOT TO BE 1 MINIM MN= INIIIIIN _I PERMIT BUILDING IS FULLY SPRINKLED AND HAS NFPA SMOKE DETECTION WITH ON SITE EMENAISIDITY OF PERMIT USEDHOR REP OR RETTEN PERMISSION I r EXISTING GYPSUM SOFFIT GENERATOR FOR FIRE/LIFE/SAFETY BACKUP POWER. THE ISSUANCE OF A PERMIT BASED ON CONSTRUCTION DOCUMENTS AND OTHER REVISION SCHEDULE DATA SHALL NOT PREVENT ❑ THE CODE OFFICIAL FROM Delta Issued As Issue Date SEPARATE PERMIT REQUIRING THE CORRECTION OF ERRORS.OSSC 105.4 _ - 1 ❑ _rCODE SUMMARY LEGEND 2014 OSSC SECTION 106.3.4.2 (BY SEPARATE PERMIT) FIRE SPRINKLER AREA OF WORK E)UT EXIT ACCESS FIRE ALARM diro 2 KEY PLAN DIAGONAL DISTANCE = 181-2" MECHANICAL ELECTRICAL II 0,0 7TH FLOOR NTS 3 DIAGONAL = 60'-4" PLUMBING EXIT ILLUMINATION — — DISTANCE BETWEEN EXITS: 74'-10" PROJECT GENERAL NOTES COMMON PATH OF EGRESS TRAVEL = 96' 10" NOTE: DESIGN BUILDERS FOR FP. ARE FULLY RESPONSIBLE FOR THE DESIGN OF THESE SYSTEMS/COMPONENTS. THESE SYSTEMS/COMPONENTS SHOWN ON DOCUMENTS ARE SCHEMATIC ONLY: THEY ARE NOT INTENDED TO REPRESENT FINAL/CODE COMPLIANT DESIGN. PROVIDE DESIGN SHEET TITLE: A. THE DRAWINGS LOCATE PRODUCTS, SURFACES, AND MATERIALS AND THE NOTES CONVEY DESIGN INTENT. THE PROJECT INTENT IS TO PROVIDE FORA COMPLETE, WORKING SYSTEM. SYMBOLS AND REFERENCES DOCUMENT SUBMITTAL TO ARCHITECT OF RECORD FOR REVIEW PRIOR TO SUBMITTAL TITLE SHEET, B. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE LATEST ADOPTED BUILDING CODE EDITION,AND TO CONDITIONS AND SPECIFICATIONS OF ALL GOVERNING AUTHORITIES. PROJECT NORTH CONTACTS VICINITY MAP, C. VERIFY AND CONFIRM ALL CONDITIONS, DIMENSIONS, AND LAYOUT INFORMATION PRIOR TO START OF CONSTRUCTION. NOTIFY MACKENZIE OF ANY DISCREPANCIES PRIOR TO START OF WORK. ANY CORRECTION WORK REQUIRED AS A RESULT OF NOT REPORTING SUCH DISCREPANCIES SHALL BE PERFORMED AT NO ADDITIONAL COST TO THE OWNER. TRUE NORTH KEY PLAN, CODE D. CONTRACTOR AND SUBCONTRACTORS SHALL CAREFULLY EXAMINE THE SITE AND THE CONSTRUCTION DOCUMENTS OF THE ENTIRE WORK. INCONSISTENCIES IN THE PLANS OR SPECIFICATIONS SHALL BEOP ARCHITECT CONTRACTOR SUMMARY, CALLED TO THE ATTENTION OF MACKENZIE. A FILLED ARROW MACKENZIE RUSSEL CONSTRUCTION LEGEND AND E. REFER TO ENLARGED PLANS AND ELEVATIONS WHERE INDICATED FOR ADDITIONAL INFORMATION. ENLARGED PLANS TAKE PRECEDENCE OVER PLANS OF SMALLER SCALE, AND DETAILS TAKE PRECEDENCE DETAIL# 1515 SE WATER AVE, SUITE 100 20915 SW 105TH AVE OVER PLANS. IN THE CASE OF A CONFLICT, THE HIGHEST COST OPTION SHOULD BE PRICED. INTERIOR ELEVATION AI PORTLAND, OR 97214 TUALATIN, OR 97062 GENERAL NOTES KEY MARK SHEET # F. DETAIL REFERENCES SHALL BE APPLIED TO ALL INSTANCES WHERE THE SAME CONDITIONS OCCUR, UNLESS NOTED OTHERWISE. WiT SUB CATEGORY CONTACT: LINDSEY CARPENTER CONTACT: DONN STURDIVANT DRAWN BY: CAK, 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 FLOOR. CATEGORY TEL: 503.224.9560 TEL: 503.692.9002 FAX: 503.228.1285 EMAIL: DSTURDIVANT@RUSSELLCONSTRUCTION.COM CHECKED BY: MRT, PDK H. DO NOT SCALE DRAWINGS. EMAIL: LCARPENTER@MCKNZE.com COB: 58918 I. CUTTING AND DRILLING OF STRUCTURAL MEMBERS NOT DETAILED REQUIRES THE WRITTEN PERMISSION OF THE STRUCTURAL ENGINEER OF RECORD. KEYNOTE 0 SHEET: SPACE NAME 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 OFFICES SPACE # LANDLORD/OWNER RECYCLING/RE-USE OF DEMOLITION DEBRIS. ROOM/SPACE IDENTIFICATION 114 CITY OF TIGARD EXIST. FLOOR FINISH SHORENSTEIN REALTY SERVICES Approved by Punning 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 P RS 5335 MEADOWS ROAD, SUITE 275 WALL BASE FINISH 0 1 LAKE OSWEGO, OREGON 97035 Date: G 0 ■ 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. WALL FINISH Initials: -- ., „ L. ALL DESIGN-BUILD ITEMS, SYSTEMS, AND ELEMENTS ARE TO BE SUBMITTED FOR REVIEW AND APPROVED BY MACKENZIE, CONTACT: ROB FABIAN TEL: 503.412.4844 JOB NO. 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 DOOR SYMBOL NUMBER 501A EMAIL: RFABIAN@SHORENSTEIN_COM 2150950.36 OWNER. — PERMIT SET: 04/16/2019 '2150950361'. s 4RW€ ORIELSbi3:191-1JITI36,PQa1ldiVti6 CAK 04{16/10 1h4:22 1/9ftIO GENERAL NOTES F4---- . . ID L-1 ._,H=---- s A. REMOVE EXISTING FLOORING THROUGHOUT. PATCH, REPAIR AND PREP SUBSTRATE AS . 4It a I Q REQUIRED TO RECEIVE NEW FINISHES. SEE SHEET A5.20 FOR FINISHES. - LB. THE CONTRACTOR SHALL CAREFULLY EXAMINE CONSTRUCTION DOCUMENTS FOR THE WORK. L ANY CONFLICTS, INCLUDING BUT NOT LIMITED TO BUILT CONDITIONS OF M.E.P. IN THE PLANS III SHALL BE CALLED TO THE ATTENTION OF THE ARCHITECT/DESIGNER, SO THAT THE CLARIFICATION CAN BE ISSUED. • C. SALVAGE ALL DEMOLISHED COMPONENTS AS POSSIBLE. RETURN TO LANDLORD FOR FUTURE Architecture Interiors «+6T USE. Planning Engineering «t62' . D. SAVE AND RECYCLE DEMOLITION DEBRIS WHERE POSSIBLE. COORDINATE WITH CITY OF TIGARD REQUIREMENTS FOR RECYCLING DEMOLITION DEBRIS. 2u l • - E. CAP ALL ABANDONED PLUMBING, ELECTRICAL CONDUIT, AND OTHER UNDER SLAB UTILITIES AS $ iiiii Si REQUIRED. -t- F. RETAIN EXISTING FIRE EXTINGUISHERS FOR FUTURE USE. G. EXISTING STRUCTURE TO BE LEFT UNDISTURBED AND INTACT. PERFORM NO DEMOLITION THAT Portland,OR l `` Vancouver, COMPROMISE THE STRUCTURAL INTEGRITY OF THE BUILDING WITHOUT WRITTEN APPROVAL 503.224.9560 l OF THE ARCHITECT/DESIGNER. Vancouver, WA El2 1 ' - I'r la.ararromar 1 =''''...N.%Y/... " 1 H. SALVAGE ALL EXISTING DOORS AND HARDWARE FOR RE USE. 360.695.7879 • tl I. ALL EXISTING CONDITIONS TO REMAIN, EXCEPT NOTED BELOW. Seattle, WA I ] ; I J. DIMENSIONS REFLECT FACE OF FINISH TO FACE OF FINISH, UNLESS NOTED OTHERWISE. 206.749.9993 ! ° -� —� (it i i K. WALL THICKNESS ARE NOMINAL, UNLESS NOTED OTHERWISE. *._ « I« s� www.mcknze.com I rig 0 0 1 �r - ��r +��� 7 L. ALL INTERIOR WALLS TO GO TO UNDERSIDE OF GRID UNLESS NOTED OTHERWISE. �� +60_--CI I�D M. ALL INTERIOR DOORS TO BE SOLID CORE FLUSH WOOD DOORS TO MATCH BUILDING STANDARD MACKENZIE L ,« .. +60 Iiii I ;mos UNLESS NOTED OTHERWISE. IN. OUTLETS INDICATED ARE EXISTING UNLESS NOTED OTHERWISE. SITE VERIFICATION HAS BEEN DESIGN DRIVEN I CLIENT FOCUSED « I / 1 11 « I; // I I i' J PERFORMED (ON 09/07/2019, WHILE OCCUPIED) AND SITE OBSERVATION OF AREAS OF WORK Client .—(1LL E1 'L� IF===� ONLY WAS PERFORMED (ON 04/10/2019 WHILE VACANT) AND PLAN, ELECTRICAL AND CEILING �. r INFORMATION HAS BEEN UPDATED (OBSERVATION IS LIMITED TO VISIBLE/ACCESSIBLE AREAS). ni .. I 1 CONTRACTOR TO FIELD VERIFY AND CONFIRM ADDITIONAL REQUIREMENTS WITH TENANT. LL--_ mit_ 0. ELECTRICAL, DATA AND SWITCHING LOCATIONS INDICATED ARE SHOWN TO CONVEY GENERAL HE = O i INTENT ONLY. COORDINATE ELECTRICAL/DATA SWITCHING REQUIREMENTS WITH TENANT AND K.___ \ PROVIDE DRAWINGS BY DEFERRED SUBMITTAL. SHOo e s T e I N P. NO VOC PAINT SYSTEMS TO BE UTILIZED, TO INCLUDE PRIMERS AS WELL AS FINISH PRODUCTS. Q. ALL DIMENSIONS SHOWN AS PLUS/MINUS (±) ARE FOR GENERAL LAYOUT AND REFERENCE ONLY. L i r =TI` ---�, VERIFY AND CONFIRM ALL DIMENSIONS AND CONDITIONS PRIOR TO START OF WORK. NOTIFY { C N )� -� lTI` 0 i ; ARCHITECT/ENGINEER OF ANY DISCREPANCIES PRIOR TO START OF WORK. II / If I `-J R. ADD SOUND INSULATION IN ALL NEW WALLS. —_-7 I « KEYNTE 1� LI 2 y ` �_ EJ KEYNOTES Project ROAD SCHOLAR 1. RELOCATE EXISTING DOOR, RELITE, FRAME AND HARDWARE. SEE DOOR SCHEDULE ON SHEET A5.20. TENANT DECK 1..11 DECK 2. ALIGN NEW WALL WITH EXISTING WALL. IMPROVEMENT {_ SUITE 700 2 2 _ ��L__ �y 3. ALIGN NEW WALL WITH EXISTING BUILDING COLUMN. U. El 4ccs-sn id— . �l'J'l. ... -, `--,� �, .. .. )�" 4. CENTER 5 LINCOLN /� (Gild NEW WALL WITH EXISTING MULLION, SEE DETAIL 4/A5.20. MODIFY EXISTING WINDOW A DEMOLITION TI Q N PLAN COVERINGS Gs AS REQUIRED. TIGARD,10200S REGON GREENBURG RD. 5. EXISTING SINK, WATERLINE AND CABINETRY TO REMAIN, 1 11/ A 0 1!8"=1'-0" 6. IT IS ASSUMED THAT THE EXISTING DISHWASHER WILL REMAIN. CONTRACTOR TO CONFIRM, AND PROVIDE NEW AS REQUIRED. ' S rill �T 7, PROVIDE NEW WATERLINE FOR TENANT PROVIDED COFFEE MAKER. CONFIRM FINAL LOCATION r.,_,„ WITH TENANT. PAU 8. NEW UPPER AND LOWER CABINETRY. :, r, n CONFERENCE I N 9. NEW HEAVY DUTY ADJUSTABLE OPEN SHELVING. • l POR 11, j 701 10. RE USE EXISTING BASE FEEDS, IF FEASIBLE. PROVIDE NEW AS REQUIRED. CONFIRM WITH�i 5'-11" CPT •— O R 1 3B.• RB TENANT WHICH LOCATIONS ARE TO REMAIN. IT �w ----- t 11. EXISTING PHONE BOARD TO REMAIN. OF 0 . . _ � — r • CPT-) 410 _ l! SVP EXIST(AIT.) SERVER i� 12. PROVIDE SUITE STANDARD BLINDS AT RELITE. COFFEE = I MACKENZIE 2019 704 I VCT 716 �n 13. NEW LOWER CABINETRY, SINK AND FLOODSTOPPER. Q ALL RIGHTS RESERVED `_` ID 1 1 • • vcT LVP CPT-1 ii RB q ` 14. NEW P-LAM SHELF AND STEEL ROD. THESE DRAWINGS ARE THE PROPERTY CONFERENCE l P RB _ ( CONFERENCE OF MACKENZIE AND ARE NOT TO BE 701 702 USED OR REPRODUCED IN ANY MANNER, GPT I CPT ALTERNATE KEYNOTES WITHOUT PRIOR WRITTEN PERMISSION ® Git 4 O as,• RB I I BREAK © � PROVIDE SEPARATE PRICING FOR THE FOLLOWING: REVISION SCHEDULE A- ® 1 A . IN LIEU OF PROVIDING NEW BUILDING STANDARD CARPET TILE THROUGHOUT, PROVIDE NEW Delta CHIS ssued As Issue Date I I BB BLVRB - a CARPET TILE AND RUBBER BASE TO MATCH EXISTING ONLY AT TRANSITION AREAS, WHERE SHEET LVP—)111AIED (—C-T-1 —.44 °° — —y- — ALTERNATE FLOOR PLAN DEMOLITION OCCURS. — PT-2(ALT-) I 0 ONFERENCE ® MAIL/OFFICEill A BB. IN LIEU OFA GYPSUM BOARD WALL TO CEILING GRID, PROVIDE (1) 14'-10"± FOLDABLE 702 - O 714 1/8"=I-0" I i� 1 PARTITION. ASSUME MODERNFOLD, ACOUSTI-SEAL MODEL, ENCORE PAIRED PANEL, WITH STC 05 RBIS: I 0Rh RBNatr RATING 56 WITH AUTOMATIC TOP AND BOTTOM SEAL WITH GRADED IN FABRIC, LEVEL 3, '' © NUMBER 17 SMART TRACK, OR SIMILAR. PROVIDE STRUCTURAL WALL ABOVE TO EXTEND TO I I ❑ iI . I . - ��-a i 13 IIITk lirL lick R �� STRUCTURE AS REQUIRED, ALIGNING WITH EXISTING MULLION. CONFIRM FINAL SPECIFICATION .I WITH TENANT AND LANDLORD. SEE ALTERNATE FLOOR PLAN 3/A1.10. L_ _ _.. �. Y 1 ,a�_�o—� L MOTHER'S RM. CC. IN ADDITION TO PROVIDING BLINDS AT MOTHER'S ROOM, PROVIDE FULL HEIGHT OPAQUE _ i 7090 0 FROSTED FILM ON EXISTING RELITE. DESIGN INTENT IS TO PROVIDE NO VISIBILITY INTO iliD - 7 0 CPT-1 EXIST[ALT.) V. P J RB CPT I OFFICE MOTHER'S ROOM. ASSUME 3M OR SIMILAR. CONFIRM FINAL SPECIFICATIONS WITH TENANT. OFFICE ® 713 707A>• Allek 703Ea LOBBY i 709A CPT SHEET TITLE: MUM 706 ` �'Alik \ VIP o RB DEMOLITION P RB CPT 36C R9 CLOSET _ 00 ; OP EN OFFICE 707 710 2 cPT —I ;a;- RB PLAN, PARTIAL OP EN 705FFICEB r�AB - CPT- CPT-1 I SEVENTH EXIST{ALT.) CPT-2(ALT.) i CPT P RB 4-- oi}, ® GO XIST FLOOR PLAN ® CONFERENCE CONFERENCE AND NOTES 0 711 712 TYP. CPT CONFERENCE 1 P I BB P RB 708 DRAWN BY: KGB, CAK a .. PCPRBCHECKED BY: MRT, PDK SHEET: DECK DECK irj 2 n ..:_ii..._11 _. it A 1 • 1 0 _al ,ki, r. PARTIAL SEVENTH FLOOR PLAN J°B "° 2150950.36 II ` ' 1/8"-1'-°" PERMIT SET: 04/16/2019 "215095036'C:\TEMPIACPUBLISH_11116136 A1.10.DWG CAK 04/16/19 14:22 1:96.00 GENERAL NOTES A. SUSPENDED ACOUSTICAL TILE CEILINGS AT 8-8"± (EXISTING) AFF, UNLESS NOTED OTHERWISE. B. FOR SEISMIC BRACING OF SUSPENDED CEILING AND INTERSTITIAL EQUIPMENT SEE Ihl IIII DETAIL 1!A5.20. �' C. CENTER ALL DOWN LIGHTS, FIRE SPRINKLER HEADS, SMOKE DETECTORS AND ALL Architecture . Interiors OTHER CEILING PENETRATIONS IN CENTER OF 2x2 TILE. UNLESS NOTED OTHERWISE. I I - D. COORDINATE ELECTRICAL REQUIREMENTS WITH TENANT, ALL ELECTRICAL DRAWINGS Planning Engineering — -- --. WILL BE BY DEFERRED SUBMITTAL. • t • il .4_____Ii E. HVAC CONTRACTOR TO PROVIDE FULL SHEET OF THE FLOOR AFFECTED UPON ' 4 \ - COMPLETION. CONTRACTOR IS RESPONSIBLE TO PROGRAM THE OVERRIDE HVAC BUTTON. F. REPLACE DAMAGED AND SOILED CEILING TILES WHERE AFFECTED BY CONSTRUCTION � —1TO MATCH EXISTING. Portland, OR r{ G. LIGHTING LAYOUT IS SHOWN FOR PRELIMINARY DESIGN INTENT ONLY. FINAL LIGHTING 503.224.9560 LAYOUT TO BE PROVIDED BY THE ELECTRICAL CONTRACTOR AND IS DEPENDANT ON Vancouver, WA • OREGON ENERGY CODE ALLOWANCES AND EXISTING BUILDING INFRASTRUCTURE IN 360.695.7879 ;; CEILING. ELECTRICAL CONTRACTOR TO REVIEW ALL REQUIRED LIGHTING LEVELS AND Seattle, WA 4 x / ` 0 DISTRIBUTION AND NOTIFY ARCHITECT OF ANY CONCERNS OF FOOTCANDLES OR 206.749.9993 f I FIXTURE PLACEMENT/LOCATION WITHIN ANY AREA OF THE SPACE. CONFIRM NEW — — — — LIGHT FIXTURE PLACEMENT DOES NOT INTERFERE WITH NEW WALL CONSTRUCTION WWw.mCknZe.cOm M' . •` !_1 ` �� AND SAT MAIN GRID LINES, RELOCATE IF REQUIRED. FINAL LAYOUT TO BE REVIEWED w / = AND APPROVED BY LOCAL JURISDICTION THROUGH SEPARATE PERMIT. [� MACKENZIE I I I . . . i I - ----- DESIGN ORFVEN I CLIENT FOCUSED • H Client KEYNOTES IV J 1. EXISTING SAT MAIN GRIDLINE, TYPICAL, AS IDENTIFIED DURING SITE ' }{ - % I x OBSERVATION. OBSERVATION IS LIMITED TO VISIBLE IDENTIFICATION OF ' , ` / Ll — CONSISTENT MAIN LINES. ANY VARIATIONS TO BE CONFIRMED ON SITE BY 5 H OR E S T E I N . �X • 1 u CONTRACTOR. � � - • 2. PROVIDE SUPPLEMENTAL COOLING. CONTRACTOR TO CONFIRM HVAC ZONE IS _J i Ill SEPARATE AND CONTROLLED WITHIN ROOM. , 3. RETURN AIR SHAFT TO REMAIN. ' Y 4. RELOCATE EXISTING CEILING COMPONENTS, AS REQUIRED PER NEW I _ V CONSTRUCTION. Project . 1 - 5. PATCH AND REPAIR EXISTING CEILING GRID AND TILE WHERE EXISTING WALLS TO ROAD SCHOLAR / \ • • STRUCTURE ARE DEMOLISHED, TO MATCH EXISTING. TENANT 6. PROVIDE BUILDING STANDARD HIGH LIMIT EXHAUST FAN, IMPROVEMENT SUITE 700 ALTERNATE UPGRADES 5 LINCOLN , '/' X Li I PROVIDE SEPARATE PRICING FOR THE FOLLOWING: 10200 SW GREENBURG RD. DECK • AA. SEE SHEET A1.21 FOR ALTERNATE REFLECTED CEILING PLAN. TIGARD, OREGON DECK LUI, n 4S-1,-1,-1,V LL , il „ „ a , % 1 Ako, ipi . DEMOLITION REFLECTED CEILING PLAN -, PAU Ii /I, r �,2; ii /7 POJ, ; 'if , „. Ilik 4 1.2)z) • - - - I : OF 0 O . /,: O MACKENZIE 2019 ALL RIGHTS RESERVED - \ THESE DRAWINGS ARE THE PROPERTY l OF MACKENZIE AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, /. i 1 '-( _ WITHOUT PRIOR WRITTEN PERMISSION rri,i I'\ ' r ; . �. L 9 1.A _- - - . 1 I Imo.'wl....1 ., / j �; I REVISION SCHEDULE ..1 r_ \ . ./ \ , , _..., , I vti / Delta issued As Issue Date i '1 yt 4 7` I _z A— -q ' • V .-. p12. . i__ _ 2±_/ - V• . 3ii 1,N . Ir/ .",,, __y_ ( 3 .. _.... ..... ..... ....._...._..... . t 0 7\ i or /i1\4r( • • F , I .5 T7 v \/ I. 1 •• - T — — — Y }' ."-.-77.--. 6 //; } SHEET TITLE: O 1 —� I -� I ``_� j ' �� �►' I 'i �--�� I DEMOLITION r. — - I-- - I -�`�`'` , -I /- e/ � --.- .-- - • - r - �-�I -- ---� �- _ REFLECTED • �� CEILING PLAN, ____ tat %` — REFLECTED -- -- -- orYF. - - Awa �Trn . . , , CEILING PLAN �—, _ AND NOTES 5 Tom. . •- r--A ,, �� DRAWN BY: KGB, CAK - - --- - -- CHECKED BY: MRT, PDK DECK DECK SHEET: H Z 0 .. =iv .. 1 " " .J A 1 • 2 0 REFLECTED CEILING PLAN JOB NO. 111/8"=1-0"0A 1 2150950.36 PERMIT SET' 04/16/2019 '215095036`C:\TEMP\ACPUBLISH_11116136_A1.20.DWG CAK 04/16/19 14:22 1:96.00 GENERAL NOTES A. SUSPENDED ACOUSTICAL TILE CEILINGS AT 8'-8"± (EXISTING) AFF, UNLESS NOTED OTHERWISE. B. FOR SEISMIC BRACING OF SUSPENDED CEILING AND INTERSTITIAL EQUIPMENT SEE " i.rrn - DETAIL 1/A5-20. IL C. CENTER ALL DOWN LIGHTS, FIRE SPRINKLER HEADS, SMOKE DETECTORS AND ALL Architecture Interiors ri / • -• .1 OTHER CEILING PENETRATIONS IN CENTER OF 2x2 TILE, UNLESS NOTED OTHERWISE. 1 I -_7 1 I 1 r 1 ,I 1 1, j —1 D. COORDINATE ELECTRICAL REQUIREMENTS WITH TENANT, ALL ELECTRICAL DRAWINGS Planning Engineering 11 /I . \ /I . I\ / \ / . I\ / 1\ / I 1 1 1 `—' . 1 I 0 >y,S MS -- — WILL BE BY DEFERRED SUBMITTAL. 11I/ \I a \I 1l \ I/ \I / \I T , , • 1/ \ ' • E. HVAC CONTRACTOR TO PROVIDE FULL SHEET OF THE FLOOR AFFECTED UPON r r y r r —y — al r r r — COMPLETION. CONTRACTOR IS RESPONSIBLE TO PROGRAM THE OVERRIDE HVAC r,S i I - i BUTTON. 1/ \I I/ \1 • : : F. REPLACE DAMAGED AND SOILED CEILING TILES WHERE AFFECTED BY CONSTRUCTION r r r r k Portland,OR TO MATCH EXISTING. \Ml/ € \h1i i G. LIGHTING LAYOUT IS SHOWN FOR PRELIMINARY DESIGN INTENT ONLY. FINAL LIGHTING 503.224.9560 I/ \ • 1/ \ v \ ', LAYOUT TO BE PROVIDED BY THE ELECTRICAL CONTRACTOR AND IS DEPENDANT ON Vancouver, WA I\ , 1\ ,1 k dl I 1\0/1 • • r•,�. • OREGON ENERGY CODE ALLOWANCES AND EXISTING BUILDING INFRASTRUCTURE IN 360.695.7879 — 5 S _ t Sc- CEILING. ELECTRICAL CONTRACTOR TO REVIEW ALL REQUIRED LIGHTING LEVELS AND WA r I I 0 I ,-- 1 7 Seattle, / \I 1/ \I 1/ \1 1/ \n1 7 DISTRIBUTION AND NOTIFY ARCHITECT OF ANY CONCERNS OF FOOTCANDLES OR 206.749.9993 1\ /'I •• MI\ i I C\ / I\ / \ I E. - `\ i I \ i FIXTURE PLACEMENT/LOCATION WITHIN ANY AREA OF THE SPACE. CONFIRM NEW 1 yS yi yS }i yi — i---i% :0: • www.mcknze.com N----� LIGHT FIXTURE PLACEMENT DOES NOT INTERFERE WITH NEW CONSTRUCTION TI WALL CO S UC ON _ _ AND SAT MAIN GRID LINES, RELOCATE 1F REQUIRED. FINAL LAYOUT TO BE REVIEWED r / 1 r r 1 AND APPROVED BY LOCAL JURISDICTION THROUGH SEPARATE PERMIT. tEl MACKENZIE )"l 0 , DESIGN DRIVEN 1 CLIENT FOCUSED . I/ \I ® I/ \I / \ r 11 ti h � A A t �A i' 1 di r r � � ti " 1 A k 1�, 7� 1)-(1 R II \ /I • I\ II • I\ /1E I \ , V /1 !I I\ /I tI I 1 y,; I )..5 10 II, >-, - hS › \ I 10 117-\ C l ie n t • w r 11 '/ \ 1/ \I I/ \ / \ / 11 / \I * I/ \I ALTERNATE KEYNOTES �' _ • r r , r r I r r r r 1 I 1 1 1 I' A A 1 , 1 1 w 1 1 1 I �� 1 '► 1 1 1 r'''!". '''—r"'", I\ / I\ /' I\ / I\ /I 1\ / 1\ /I I\ /1 • \ / I\ 11 I\ Il • R / I\ /1 • I\ /' \ /' I\ /I }' } y )>-- S y5 yS I ` ri S }i yS y5 yi yS yi 1 PROVIDE SEPARATE PRICING FOR THE FOLLOWING: 1/ \ �11 _ I \I I \I / \ %�\I IF \I �\ �ti ,�/7r\ I/1� ��� r 1 •�— I/ \' \j • I/?rV I/ \ I/ HI 51 S11 • r r r )i -� r r r r 1 1 1 • r r r r N r r - _ p ' r r _ AA. PROVIDE NEW BUILDING STANDARD UPGRADED LITHONIA 2ALL4 2X4 LED LIGHT • \ /: I\ /I \ /I r • I\ /I I\ /I I\ /"I I / - SHORE STE I N _ _ >S y� y� yti yS y� / FIXTURES WITH DIMMERS THROUGHOUT. 1 li'\ I/r\I M1),. 11�'\I • I7.\. • r/�'\r1 �/�\ri AB. RELOCATE EXISITING CI=ICING COMPONENTS AS REQUIRED WHERE AFFECTED BY Y� • Y�� 1 r 1 7.X \ /1 / \ /: 1\ /II I _ om. I Y� 1 7� 1 XY l NEW LIGHTING LAYOUT. . L--,�J —i.- �,4 �,� I �' I ! rS LC _ / \I 1/ \I 1/ \I f/ \ • • Y r r r r 1 L. 1 • A • I\ /I 1—J\ - \ / • 1/ \1y � � / �xJC� ��X 1/ \y 77 (1 Project I.1V /I I\ /I 1\ / 1\ FII 1A / 1\ /I : • IV /I A /I • • A /1 I\ /' • 11 � ROAD SCHOLAR 1/ \I I/ \I I/ \ • I, \I I/ \ �/ \ -• I ,' I/ \ / \1 / \ 1/ \ TENANT r r 1 r 1 i II IMPROVEMENT yi y5 /' I y y5 - I SUITE 700 �I r, r. �� 1 1 1 I 1 A �� r �� —r-7, r IN ,I n / \ / 1\ / 1} / \ } y 5 LINCOLN I\ /I I\ /I �\ /. � i 10 1 1 ,� ' ti 1 n 101 ,� I 10200 SW GREENBURG RD. If AI * I/ V I/ \1 VII V 1/ \ I/ A i�✓. • I VI 11 \I / \I h TIGARD, OREGON 11....i - L r --rii In „ . 1 4 ALTERNATE DEMOLITION REFLECTED CEILING PLAN �� PAU 1 irr'',/, LI [ 1--1 1 I-1 1 1 10 " " • • •accorp , : / \ / II, - n ,r 1/8"=1' 0" • III , 1_, POR . , ; • •' t: ' - - °F ° • I � l — © MACKENZIE 2019 ALL RIGHTS RESERVED T • I . 1 1- .___, THESE DRAW€NGS ARE THE PROPERTY _t, - Of MACKENZIE AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, Id WITHOUT PRIOR WRITTEN PERMISSION - —1 REVISION SCHEDULE Kv 1,..-7.7Eilm.11313122:17211 "/CI01' { _ �rAB I 7 Delta rHIS�SSued As Issue Date i' l • f J__ I y SHELI .. - 11 - —12:miEwimichiliv_incl imp B �Ae • I 11 • f / • \B) — a I Ag) 1 �- Iji - - 4 / I — — — � --- I • • SHEET TITLE: ,I -1 4--i �. ALTERNATE17 , �17� -T,-_ T/�? -�— A - 4 1 -� 1 _� /7772,T / I � T 17 I- — iyr�'% ! � DEMOLITIONjS � � /� - ' , ! ____ ___ REFLECTED CEILING • 6B PLAN, ALTERNATE — I F I1 , — REFLECTED CEILING 1,A8) l �ur alPLAN AND NOTES 1 El 1 1 1 --- 1 -- --I DRAWN BY: KGB, CAK 11 1 li 0 �• II _ CHECKED BY: MRT, PDK ABI SHEET: I I I nl ___int)- 1 [U . . . , —i -ELI .. .. 1 ,.1.1-1: ,ILAELLIA 0Al • 2 1ALTERNATE REFLECTED CEILING PLAN JOB NO. 0 118"=1'-0" 2150950.36 PERMIT SET: 04/16/2019 "215095036'C:1TEMPLACPUBLISH 11116/36 A1.21.DWG CAK 04/16/19 14:22 1:95.00 FLOOR OR ROOF STRUCTURE 33 MIL 3-1/2" METAL STUD BRACING POP RIVET RUNNER TO WALL ANGLE AT 2 ADJACENT WALLS, FASTEN Al• TO FLOOR STRUCTURE AT 8'-O" OC CLOSURE ANGLE W/ #6 SCREWS DIRECTLY TO WALL FRAMING OR PROVIDE WALL ANGLE W/ {2) #8 SHEET METAL SCREWS AT STRUT STABILIZER BAR BETWEEN ALL MEMBERS AT PERIMETER SERC 2 8" MAX. EACH END. BRACING TO BE PROVIDED ADDITIONAL #12 WIRE SUPPORT AT ALL MEMBERS WITHIN 8" OF CLIP WHERE DISTANCE BETWEEN �� �+,� PERPENDICULAR INTERSECTING WALLS PERIMETER / ` or /0I OR HORIZONTAL BRACING BETWEEN . W . MI LATERAL BRACING WITH APPROVED VERTICAL COMPRESSION STRUT AT � MAIN RUNNER d_.,. I r� / WALLS EXCEEDS 8'-O" OC 12'-Q" OC EA WAY 61.-- / ` COUNTERSLOPE HANGERS IF MORE THAN ]: 6 OUT OF PLUMB �o 1 ��l ` ` }4 �� 3" SOUND ATTENUATION BATT. 4'-O" Architecture Interiors ' ° ° ` . ; k# CENTERED ON WALL WHERE NOTED. PlanningEngineering // / OSUSPENDED CUT TILE FOR TIGHT FIT AT WALLS .. CEILING — 401 00 , "ATTACHED ° . ° CASING BEAD USG 200-A `L-7-' WALL . ° , W �' . EA SIDGYP DEi ATTACH STUD TRACK THROUGH GRID Portland,OR SECURE ALL HANGERS TO BLDG - 0 L"' STRUCTURE. TRAPEZE DUCT CELIVC EDGE AT WALL NT$ SOUND ATTENUATION INSULATION 503.224.9560 i'..--/1 _ OBSTRUCTIONS WORK AND OTHER LARGE NOTE: FOR UNATTACHED WALLS PROVIDE A METAL STUDS AS OCCURS -- SEE PLAN Vancouver,4b ! - 360695879 WA �' BOTTOM TRACK TO FINISH FLOOR _ �' n 3/4" GAP BETWEEN EDGE OF ANGLE AND CLIP SEE WALL HT. Seattle, WA %_o �� CROSS RUNNERS FIT BETWEEN MAIN RUNNERS -- DO NOT SCREW BERC 2 CLIP TO TRACK TABLE FOR : N WITH POWDER DRIVEN ANCHORS 206.749.9993 SIZE AND AT 4'-O" OC minim ul _SIA MAIN RUNNERS AT 4 -O OC SUPPORT WITH #12 WIRE AT 4'-O" OC SPACING www.mcknze.com 6'-0" MAX OR WITH #10 WIRE AT 5'-0" OC EA WAY �� CONT ACOUSTIC SEALANT EACHi. / / x SIDE AGAINST TRACK NO SEALANT ---- . ,,. LATERALLY BRACE MAIN RUNNER TO STRUCTURE AT 12'-0" OC EA TABLE MAX. LENGTH < AT SIM COND .:: l MACKENZIE WAY. BEGIN BRACING WITHIN 6'-0" OF PERIMETER AND 2" FROM 1/2" DIA CONDUIT (EMT) 5'-10" - DESIGN ORI VEN I CLIENT FOCUSED CROSS MEMBER IN AREAS GREATER THAN 1,000 SF 3/4" DIA CONDUIT (EMT) 7'-8" \ AlCONCRETE SLAB I 1 /,t7 _ Client 1" DIA CONDUIT (EMT) 9'-9" lir IF c NOTE: ALL GRID MEMBERS AND CONNECTION DEVICES TO BE OF AN APPROVED TYPE ANDSGL 162S125-33 MTL STUD (1-5/8"X20GA) 12'-0" '' HAVE A 180# CAPACITY. ALL LATERAL BRACING WIRES TO HAVE A 200# CAPACITY. BACK TO BACK 1625125-33 MTL STUDS (1-5/8"X2OGA) 15'-0" SUSPENDED CEILING BRACING TO COMPLY WITH ASCE7, ASTMC635, ASTMC636 AND I - ,, I - ". I A) 1,3'-6" ASTME58O —1 S H O R E S T E I N 0 SACK TO BACK 250S125-33 MTL STUDS (2-1/2 X2OGA) 15'-0" o o —J SUSPENDED CEILING BRACING WALL - TO UNDERSIDE OF GRID 4 WALL AT EXTERIOR MULLION NOTE: PROVIDE SEISMIC SEPARATION JOINTS IN CEILINGS GREATER 1'-0"=1'-0" z . i AT FLOOR AND SUSPENDED CEILING 3"=1'-0" Q 5 2� 3"=1'-0" Q THAN 2,500 SF. PROVIDE HEAVY DUTY GRID SYSTEM. SOUND ATTENUATION BATT AS OCCURS Project DOOR SCHEDULE HARDWARE GROUPS GYPSUM BOARD WALL AS ROAD SCHOLAR DOOR DOOR OPENING DOOR FRAME HARDWARE OCCURS TENANT DETAILS RATING COMMENTS H-1: PASSAGE NO. SIZE THK 1 TYPE MAT'L I FINISH . MAT'L FINISH GROUP LATCHSET. F75 GRADE 1, SOUND ATTENUATION GYPSUM BOARD IMPROVEMENT EXISTA 3'-0x8'-e' EXISTING DOOR 1,2 BUTTS, SEAL, STOPS BATT AS OCCURS W _ _� SUITE 700 EXISTB 3'-0x8'-6" EXISTING DOOR - H-2: PRIVACY LOCK, LOCKSET F76 GYPSUM BOARD WALL AS W/OCCUPANCY INDICATOR, �� OCCURS - DOUBLE STUD AT 5 LINCOLN EXISTC 3'-0x8'-6" EXISTING DOOR \ _ �� '� HINGE SIDE OF JAMB, 10200 SW GREENBURG RD. GRADE 1, LATCHBOLT RETACTED _ TYPICAL EXISTD PR. 3'-0x7'-10" EXISTING DOUBLE DOORS 1,2 BY LEVER FROM EITHER SIDEIr4 \ • r TIGARD, OREGON UNLESS OUTSIDE IS LOCKED BY tl 707A PR. 3'-0x8'-6" 1-3/4" 1 FL SC 1 S 1 HMK FF 7/A5.20 H-1 - - INSIDE THUMBTURN. TURNING 709A 31-0x8'-6' EXISTING DOOR H-2 INSIDE LEVER OR CLOSING DOOR • UNLOCKS OUTSIDE LEVER, IIII 714A 3'-0x8'-6" RELOCATED DOOR & RELITE 8/A5.20 H-1 - 3 BUTTS, STOP, CLOSER. DOUBLE STUD AT JAMB, MATCH BLDG STD , C TYPICAL '`� �r 715A 3'-0x8'-6" RELOCATED DOOR & RELITE 8/A5.20 H-1 - 3 H-3: STOREROOM/SERVER PAU f �j LOCKSET, F86 GRADE 1, BUTTS, MATCH BLDG STD 1 II, 716A 3'-0"X8'-6" 1-314" FL SC S HMK FF 7/A5.20 H-3 - 4 SEAL, STOP .. — 1' 7POR , , �/ •' •• GENERAL NOTES1WirJ ABBREVIATIONSF I A. ALL DOORS/CLOSURES TO BE CHECKED, ADJUSTED, AND/OR REPLACED TO BE IN COMPLIANCE WITH ADA. V OF O EX EXISTING B. ALL DOORS, FRAMES AND HARDWARE TO MATCH TENANT BUILDING STANDARDS. FF FACTORY FINISH z C. VERIFY DOOR HEIGHT DIMENSIONS. APPROXIMATE MEASUREMENTS BASED ON FIELD OBSERVATION. 1/4" TEMPERED RELITE FL FLUSH MACKENZIE 2019 D. NEW DOORS MAY BE PULLED FROM EXISTING BUILDING INVENTORY OR RELOCATED WITHIN SUITE WHERE POSSIBLE. HMK HOLLOW METAL KNOCKDOWNW ��� _.' AS OCCURS ALL RIGHTS RESERVED E. DOOR OPENING HARDWARE SHALL BE CENTERED BETWEEN 36" TO 38" ABOVE THE FLOOR. PANIC HARDWARE SHALL BE P PAINT THESE DRAWINGS ARE THE PROPERTY BETWEEN 36"TO 42 S STAIN OF MACKENZIE AND ARE NOT TO BE F. MAINTAIN MINIMUM CLEAR WIDTH AT STRICK SIDE 18"AT PULL SIDE, 12"AT PUSH SIDE. >-� L,1- UWITSED OR REPRODUCED IN ANY MANNER, SC SOLID CORE WOOD ^ I I WITHOUT PRIOR WRITTEN PERMISSION G. MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED THE FOLLOWING: V EXTERIOR DOORS 8.5 LBS cc CD INTERIOR DOORS 5 LBS 1--REVISION SCHEDULE FIRE DOORS 15 LBS DOOR 8 DOOR - INTEGRAL RELITE H. EXIT DOORS SHALL BE OPERABLE FROM INSIDE WITHOUT THE USE OF A KEY, SPECIAL EFFORT OR SPECIAL KNOWLEDGE. NO Et cr Delta Issued As Issue Date LATCH OR LOCKING DEVICE EXCEPT PANIC HARDWARE PERMITTED. a r HEAD SIMILAR 3"=1'—Q" O . 5 21 3"=1'-0" O I. DOOR OPENING HARDWARE SHALL BE OPERABLE WITH A SINGLE EFFORT AND SHALL NOT REQUIRE TIGHT GRASPING OR 0 0 TWISTING OF THE WRIST. 1 * 5 LINCOLN STUD SIZE: 26" I COMMENTS LIMITING WALL HEIGHT TABLE 1. EXISTING DOOR AT EXISTING RATED CORRIDOR. INTERIOR NON STRUCTURAL NON-COMPOSITE WALLS L/240 @ 5psf 2. PROVIDE ELECTRIFIED HARDWARE FOR TENANT PROVIDED KEYCARD ACCESS SYSTEM. CONFIRM FINAL SPECIFICATIONS WITH TENANT AND TENANT'S VENDOR. DESIGNATION SPACING MAX. WALL HEIGHT 3. RELOCATED DOOR, RELITE, FRAME AND HARDWARE. SEE 1/A1.10 FOR LOCATION OF DOOR TO BE RELOCATED. PROVIDE NEW SUITE STANDARD DOOR AND 3'-0" WIDE RELITE AS REQUIRED. 250S125-18 24" 8'-4" CARPET AS SPECIFIED 4. PROVIDE BUILDING STANDARD LOUVERED DOOR. 2505125-18 16" 9'-7" SHEET TITLE: TANDUS/CENTIVA 250S125-27 24" 9'-10" DETAILS AND SCHEDULE OF INTERIOR FINISHES METAL EDGE TRANSITION 2505125-18 16" 11'-3 SCHEDULES PL-1: (CABINET FACES), MATCH EXISTING NAAT BREAK 715 3625125-18 24" 13'-5" LUXURY VINYL PLANK AS SPECIFIED 362S125-18 16" 14'-4" PL-2: (COUNTERTOPS), MATCH EXISTING P-LAM AT BREAK 715 3625162-33 16" 16'-5" RB-i: BUILDING STANDARD, TBD 3625162-43 16" 18'-0" VCT-1: BUILDING STANDARD, TBD if I{ i 6005162-33 16" 24'-6" LVT-1: BUILDING STANDARD, TBD 4 - EXISTING FLOOR SLAB INTERIOR NON STRUCTURAL NON-COMPOSITE WALLS DRAWN BY: CAK ° • • .44, 4 . WITH CERAMIC TILE FACING L/360 @ 5psf CPT-1: BUILDING STANDARD CARPET TILE, TBD .4 v G d a s CHECKED BY: MRT, PDK • 4 . C CPT 2: (ALTERNATE) MATCH EXISTING CARPET TILE THROUGHOUT. SEE 2/A1.10 FOR LOCATIONS 4 a 4 DESIGNATION SPACING MAX. WALL HEIGHT Ch SHEET: 3625125-18 16" 12'-4" I P-1: (GENERAL PAINT) TBD m 3625125-33 16" 14'-3" 1-- P-2: (ACCENT PAINT) TBD, ASSUME 30% ACCENT PAINT THROUGHOUT, CONFIRM FINAL LOCATIONS z A5 • 20 WALL TABLES ARE BASED ON WALLS SHEATHED BOTH SIDES FULL HEIGHT WITH I WITH TENANT1/2" GYPSUM BOARD ATTACHED WITH #6 SCREWS MIN. AT 12"-0" O.C. MAX. Q PAINT NOTE: EGGSHELL WASHABLE FINISH AT CEILING AND SOFFITS, SATIN WASHABLE FINISH AT JOB NO. 11 FLOORING TRANSITION ,_ 2 WALL HEIGHT TABLE 2150950.36 WALLS, SEMI GLOSS FINISH AT ALL TOILET ROOM WALLS AND CEILINGS. 5.2 i5.2 PERMIT SET: 04/16/2019 U *215095036*C:NTEMPAACPUBLISH_11116\36_A5.20.DWG CAK 04/16/19 14:22 1:96.00 NOTES: CONTINUOUS P-LAM -,-T/\, A. FINISHCONFIRM ENDS, TYP REQUIREMENTS D. SHIM AS REQUIRED E. ALL CABINET FACES AND DOORS, PL-1 EDGE, P-LAM TBD .. FOR ALL EQUIPMENT/APPLIANCES F CEILING i PRIOR TO CONSTRUCTION OF B. ALL EXPOSED EDGES AT DOORS AND SHELVING "MI P-LAM ON ALL EXPOSED CABINETRY TO BE P-LAM TO MATCH ADJACENT SURFACES F C. ALL COUNTER TOPS, EDGES AND VERTICAL SURFACES. BACKSPLASHES, PL-2 G. CONTRACTOR TO PROVIDE 26" CLEARANCE STEEL HANGRAIL : I FROM COUNTERTOP TO UPPER CABINETRY Architecture Interiors CHROME ROD I .j TO ACCOMMODATE TENANT'S EQUIPMENT. Planning Engineering 1,_S„ ♦ �r�' ADJUSTABLE ' .r 1 ` _- \ " Y'' 6 P-LAM -%,1/4--- I 0 �, I is VT ALIGN W/ LOWERS SHELVES, TYP ., CO /-. ,-• CEILING / / i' 0 �' Portland,OR \ C : / 503.224.9560 ♦ — w ! I \ Vancouver, WA iIIDNII: \ .. .A�.. - ' ' 1 1 1 1 1 EQ. E 11 N I I I ' I I 360.695.7879 Seattle, WA Q co �r / / F. • T. WOOD BLOCKIN : ' ._a 206.749.9993 N in CE o I 5 1/2" l 1 1 1/2" I `^ www.mcknze.com / l ,11 �.e END & IN TERMEDIA TE r•• `/ -f -f �� �� ,--f 1.--, MACKENZIE BRACKETS - SPACE TO I .,il �� I DESIGN DRIVEN 1 CLIENT FOCUSED ALLOW MAX. 36" SPAN. 3/4" 1 I1 � �� \/ \/ �./ I `y\ Client ♦ ♦ ♦ 50% AT 5'-6"H AFF PART. BD. - ANCHOR TO I / (5) EQ. / 50% AT 4'-0"H AFF ENDWALLS DF CLOSET 0 ELEVATION ELEVATION ---/\/— 1-- / 18'-4„ / Lu (J) Q - SHORE STEIN CLOSET SHELF AND ROD COAT CLOSET SHELF AND ROD 4 CASEWORK ELEVATION 3 ■ ADA COMPLIANT 1/2"=1'-o" . 3"=1'-O ¢o . 55 2 © MAIL/OFFICE 714 1/4"=1'-0" w -J 13" CLR. w NOT : 0 w U.N.O. A. FINISH ENDS, TYP D. SHIM AS REQUIRED ' ADJ. MELAMINE SHELVES B. CONFIRM REQUIREMENTS AND SIZES E ALL CABINET FACES AND DOORS, PL-1 Project FOR ALL EQUIPMENT/APPLIANCES F. ALL EXPOSED EDGES AT DOORS AND SHELVING ROAD SCHOLAR PRIOR TO CONSTRUCTION OF TO BE P-LAM TO MATCH ADJACENT TENANT Lu __ CABINETRY VERTICAL SURFACES. Lu C. ALL COUNTER TOPS, EDGES AND IMPROVEMENT Li BACKSPLASHES, PL-2 SUITE 700 U) 5 LINCOLN 10200 SW GREENBURG RD. .,— 25" P.L. TOP TIGARD, OREGON 25" P.L. TOP 4" SIDE SPLASH WHERE 10 8 �, U.N.O. // / Lu OCCURS CEILINGqiiir / 1'-5" MAX 1,_,,.,,,,,,,„„. SIDE SPLASH, AS w TO FAUCETOCCURS ` Cy ______ _ • P-LAM COUNTER TOP AND cr) CONTROLS P-LAM COUNTER TOP ' % . .r I- SPLASH WITH SELF EDGE 1 - �� AND 4" SPLASH W/ SELF / �" r �` DRAWER AS OCCURS IN r ' J EDGE ',' tor' ELEVATION INSULATE EXPOSED �� ` WRAP ALL EXPOSED PORti',,,,,, •PIPES PER ADA CODE 1 PIPES PER CODE , 4 ADJ MELAMINE SHELF, NO \ ce o N _ ,-- 0 1y DRAWER OR SHELF AT \ �� j_..3'He_ N PLASTIC LAMINATE FACES OF 0. w SINK LOCATION / I71� \ o z �� I L w OPEN BELOW PERS\ / i -i I z P—LAM FACE a `L \ / N N I O MACKENZIE 2019 Cl ADA CODE -----.�- \ \ N I OPEN BELOW PER CODE ALL RIGHTS RESERVED r RUBBER BASE:_____-------- �I 1'-2 f� l� 2'-9" , 6" N o THESE DRAWINGS ARE THE PROPERTY �I M ¢I USED MACKENZIEF RREPRODUCEDINE NT TO BE ANCY MANNER, .* , 4'-O" , N•\ - 1 • . WITHOUT PRIOR WRITTEN PERMISSION Jr2'-0" p 2'_0" `'TOE KICK AND RUBBER/ I / BASE BEYOND 6 CABINET SECTION w 7 CABINETRY ELEVATION 8 ADA SINK SECTION �,I \REVISION SCHEDULE U U tiL�1�•,,�, �J 1 UJ Delta fHl5lssued As Issue Date . 5.2 TYPICAL 3/4"=1'-0" co A 5.21 © MOTHER'S RM. 709 1/4"=1'-0" IL A 5.2 TYPICAL 3/4"=1'-0" 01:1 SHEET 0 w U NOTES: A. FINISH ENDS, TYP D. ALL EXPOSED EDGES AND B. SHIM AS REQUIRED SHELVING TO BE P-LAM TO C. ALL CABINET FACES PL-1 MATCH ADJACENT VERTICAL ,, SURFACES ,h _,.., , -.- - EXISTING ADJUSTABLE , BUILDING P-LAMI I ADJ. P-LAM SHELVES SHEET TITLE: IZ COLUMN Ark SHELVES, TYP INTERIOR SID D S LASH, AS WI - - - - ELEVATIONS, CEILING 2'_1" PLASTIC LAMINATE INTERIOR ' � COUNTERTOP AND SPLASH > _ DETAILS AND P-LAM TOP WITH SELF EDGE / / IA , >-•- NOTES r -1 (1) ADJUSTABLE I .• L MELAMINE SHELF S I N II = = DRAWN BY: CAK MELAMINE INTERIOR w — — — —��— = PLASTIC LAMINATE CO CHECKED BY: MRT, PDK LU CABINET FACE f SHEET: `�' RUBBER BASE o (3) EQ. � � o , / Q o 11'-4" I- rRUBBER BASE. F-I VERIFY IN FIELD / 1--I A5 . 21 0 L w 2'-0" ii'c/\3A0 LIJ z \ � m f ti = JOB NO. 1 0 COUNTER SECTION ELEVATION ; 12 CABINET SECTION 2150950.36 . 5.2 TYPICAL 3/4"=1'-0 m • CABINETRY © MAIL/OFFICE 714 1/4"=1'-0L.J . 5.2 TYPICAL 3/4"=1'-0" PERMIT SET: 04/16/2019 U W *215095036*C:ITEMPIACPUBLSH_11116\36_A5.21.DWG CAK 04/16/19 14:22 1:96.00