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Plans (33) BUP2021 -00239 OFFICE COPY swILDC"» PROJECT GENERAL NOTES • tiIIIIIIIIIIIIIIII IIIIIIIIIIIi p A. THE DRAWINGS LOCATE PRODUCTS, SURFACES, AND MATERIALS AND THE NOTES CONVEY SITE �Tl'I1111-111111t]1 - _ DESIGN INTENT. THE PROJECT INTENT IS TO PROVIDE FOR A COMPLETE, WORKING SYSTEM. VACANCY SPACE p _ _ • smuonx�oa�nlvlo = B. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE LATEST ADOPTED BUILDING CODE . • _ = EDITION, AND TO CONDITIONS AND SPECIFICATIONS OF ALL GOVERNING AUTHORITIES, RECEIVED i / C. VERIFY AND CONFIRM ALL CONDITIONS, DIMENSIONS, AND LAYOUT INFORMATION PRIOR TO SEP 2 0 2021 Architecture Interiors - START OF CONSTRUCTION. NOTIFY MACKENZIE OF ANY DISCREPANCIES PRIOR TO START OF PREP a � CITY OF TIGARD Planning , Engineering � WORK.ANY CORRECTION WORK REQUIRED AS A RESULT OF NOT REPORTING SUCH BUILDING DIVISION! alp O QJTLLp DISCREPANCIES SHALL BE PERFORMED ADDITIONAL COST TO THE OWNER. NDLORD IMPROVEMENT D. CONTRACTOR AND SUBCONTRACTORS SHALL CAREFULLY EXAMINE THE SITE AND THE 9oa CONSTRUCTION DOCUMENTS OF THE ENTIRE WORK. INCONSISTENCIES IN THE PLANS OR SPECIFICATIONS SHALL BE CALLED TO THE ATTENTION OF MACKENZIE. SUITE 2 00 Portland, OR �(���1IU! - 503.224.956060 E. REFER TO ENLARGED PLANS AND ELEVATIONS WHERE INDICATED FOR ADDITIONAL Vancouver,WA INFORMATION. ENLARGED PLANS TAKE PRECEDENCE OVER PLANS OF SMALLER SCALE, AND 360.695.7879 DETAILS TAKE PRECEDENCE OVER PLANS. IN THE CASE OF A CONFLICT, THE HIGHEST COST 4 LINCOLN Seattle, WA ° a erm®em OPTION SHOULD BE PRICED. 206.749.9993 low F. DETAIL REFERENCES SHALL BE APPLIED TO ALL INSTANCES WHERE THE SAME CONDITIONS www.mcknze.cam nTmrNHT R ; n� 3{ OCCUR, UNLESS NOTED OTHERWISE. 1 i 0250 SW G R E E N B U RG ROAD Ttfl G. THE TERMS 'ABOVE FINISH FLOOR" (AFF) AND "FINISH FLOOR ELEVATION" (FFE) REFER TO FINAL MACKENZIE . Tl TIGARD OREGON Client DESIGN DRIVEN I CLIENT FOCUSED STRUCTUREDPARIONG S REDPAFjKING FINISHED FLOOR ELEVATION, WHETHER BUILT-UP SLAB, COMPOSITE DECK, OR RAISED ACCESS VALIDITY OF PERi`11T FLOOR. 7 BASED ON ISSUANCE OTRUC F A TON HTHE E . DO NOT SCALE DRAWINGS. SW oak Street DOCUMENTS AND OTHER- I. CUTTING AND DRILLING OF STRUCTURAL MEMBERS NOT DETAILED REQUIRES THE WRITTEN DATA SHALL NOT PREVENT PERMISSION OF THE STRUCTURAL ENGINEER OF RECORD. THE CODE OFFICIAL FROM 25 50• 1 REQUIRING THE CORRECTION J. SAVE AND RECYCLE DEMOLITION DEBRIS AS APPLICABLE. ALL DEMOLISHED OR REMOVED INDEX OF DRAWINGS OF ERRORS. OSSC 105.4 s H o R E s r e I N 1 VICINITY MAP EXISTING MATERIAL SHALL BE LEGALLY DISPOSED. COORDINATE WITH CITY OF TIGARD REQUIREMENTS FOR RECYCLING/RE-USE OF DEMOLITION DEBRIS. GENERAL G0.01 PROJECT INFORMATION, VICINITY MAP, CODE SUMMARY PLAN, AND NOTES Q,Q NOT TO SCALE 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 ARCHITECTURAL J MATERIALS, BOTH DURING CONSTRUCTION AND UPON COMPLETION OF THE PROJECT, A0.01 ARCHITECTURAL GENERAL NOTES, ADA CLEARANCES, WALL TYPES, AND ABBREVIATIONS Project A1.01 PARTIAL SECOND FLOOR DEMOLITION PLAN, DEMOLITION CEILING PLAN, AND NOTES INCLUDING THE INSIDE OF ALL WINDOWS AS NECESSARY SO THAT THE SPACE IS READY FOR A1,10 PARTIAL SECOND FLOOR PLAN AND NOTES VACANCY SPACE OCCUPANCY BY TENANT. A1.20 PARTIAL SECOND FLOOR REFLECTED CEILING PLAN AND NOTES PREP L. ALL DESIGN-BUILD ITEMS, SYSTEMS, AND ELEMENTS ARE TO BE SUBMITTED FOR REVIEW AND A4.10 ENLARGED TOILET ROOM PLANS AND NOTES I: A4.11 INTERIOR ELEVATIONS LANDLORD II li { APPROVED BY MACKENZIE. A5.20 INTERIOR DETAILS IMPROVEMENT . �� L I A6.10 SCHEDULES M. EXISTING MATERIAL NOTED TO BE RETURNED TO THE OWNER SHALL BE SAFELY STORED ANDILI 4 LINCOLN PROTECTED UNTIL IT IS REMOVED FROM THE SITE BY THE OWNER. CONTRACTOR SHALL 10250 SW GREENBURG RD. COORDINATE WITH THE OWNER. SCOPE OF WORK TIGARD, OREGON 97223 ~ � r Ti THE SCOPE OF WORK FOR THE PROJECT INCLUDES INTERIOR TENANT IMPROVEMENTS OF ; D Il CODE SUMMARY LEGEND APPROXIMATELY 10,499 SQUARE FEET ON THE SECOND FLOOR OF THREE FLOORS TOTAL. WORK TO Il INCLUDE DEMOLITION, NEW WALLS, DOORS, CABINETRY, PLUMBING, AND FINISHES. , j� EXIT EXIT ACCESS VALUATION: $138,970.00 UL SL ® ILLUMINATED EXIT SIGN y i FIRE EXTINGUISHER LOCATION DESIGN/CODE DATA J1 PORTLAN 0 GO D NOT IN SCOPE GOVERNING OCCUPANCY: 26019 OREGON STRUCTURAL SPECIALTY CODE OF \ / / \ / \ { DIAGONAL DISTANCE = 166'-3" CONSTRUCTION TYPE: TYPE 1-B TENANT AREA: APPROXIMATELY 10,499 SQUARE FEET 3 DIAGONAL = 55'-6" (MIN. DISTANCE ALLOWED) OCCUPANCY LOAD: 70 © MACKENZIE 2021 L ALL RIGHTS RESERVED i �� — — DISTANCE BETWEEN EXITS: 114'-5" THESE DRAWINGS ARE THE PROPERTY OF y 2 REQUIRED EXITS, 2 EXITS PROVIDED. MACKENZIE AND ARE NOT TO BE USED I COMMON PATH OF EGRESS TRAVEL = 100'-0" MAX. , OR REPRODUCED IN ANY MANNER, - IBUILDING IS FULLY SPRINKLED AND HAS NFPA SMOKE DETECTION WITH ON SITE EMERGENCY WITHOUT PRIOR WRITTEN PERMISSION A 58'-6" GENERATOR FOR FIRE/LIFE/SAFETY BACKUP POWER. I I © - — — — — — - TRAVEL DISTANCE 300'-0"MAX. (TABLE 1017.2) REVISION SCHEDULE 0 120'-2" SEPARATE PERMIT Delta Issued As Issue Date 2019 OSSC SECTION 107.3.4.1 (BY SEPARATE PERMIT) FIRE FIRE ALARM LER SYMBOLS AND REFERENCES MECHANICAL ELECTRICAL PROJECT NORTH PLUMBING -- NORTH ARROW TRUE NOREXIT ILLUMINATION TH ® \ 7 NOTE: DESIGN BUILDERS ARE FULLY RESPONSIBLE FOR THE DESIGN OF THESE SYSTEMS/COMPONENTS. \ FILLED ARROW THESE SYSTEMS/COMPONENTS SHOWN ON DOCUMENTS ARE SCHEMATIC ONLY: THEY ARE NOT \ A DETAIL# INTENDED TO REPRESENT FINAL/CODE COMPLIANT DESIGN. PROVIDE DESIGN DOCUMENT SUBMITTAL TO INTERIOR ELEVATION ARCHITECT OF RECORD FOR REVIEW PRIOR TO SUBMITTAL SHEET TITLE: \ — — KEY MARK 20 SHEET# PROJECT SUB-CATEGORY CONTACTS INFORMATION, \ CATEGORY \ VICINITY MAP, \ DIVISION # ARCHITECT CONTRACTOR CODE SUMMARY ■ ■ ■ I KEYNOTE 01-01 MACKENZIE WALEN CONSTRUCTION PLAN, AND A 1515 SE WATER AVE, SUITE 100 20915 SW 105TH AVE NOTES ' NOTE # PORTLAND, OR 97214 TUALATIN, OR 97062 SPACE NAME CONTACT: LINDSEY CARPENTER CONTACT: DONN STURDIVANT OFFICE COPY DRAWN BY: SJR,JKW OFFIC SPACE # TEL: 503.224.9560 TEL: 503.692.9002 J ROOM/SPACE IDENTIFICATION 114 FAX: 503.228.1285 EMAIL: DSTURDIVANT@WALENGC.COM r _ _ _ _ _ _ _ _ _ EXIST. FLOOR FINISH EMAIL: LCARPENTER@MCKNZE.COM CCB: 58918 CHECKED BY: LJC, PDK WALL BASE FINISH WALL FINISH LANDLORD/OWNER ' CITY OF TIGARSHEET: D,- — — — — RriVIEWED FO R C0DL C0MPLIANCE J SHORENSTEREALTY SERVICES [ ] G0m01 DOOR SYMBOL NUMBER 1°1A 5335 MEADOWS S ROAD, SUITE 275 Anproecd: ] LAKE OSWEGO, OREGON 97035 OTC permit #: 2 CODE SUMMARY PLAN CONTACT: HEIDI KNAPP Address: JOB NO. 503.4 TEL: HKNA 2.4864 Suite #: �)� 2190953.12 EMAIL: HKNAPP@SHORENSTEIN.COM Y* Date.,o J 1 Q,Q 2ND FLOOR NTS 219095312\DRAWINGS\NRCHITECTURAL\12 G0.01.DWG SJR 09/23/21 18:38 1:96.00 WALL TYPES ABBREVIATIONS ARCHITECTURAL GENERAL NOTES A. ALL WALLS ARE TO UNDERSIDE OF CEILING GRID, UNLESS OTHERWISE NOTED. o EXISTING WALL TO REMAIN @ AT MDF MEDIUM DENSITY FIBERBOARD EXISTING 1-HOUR RATED WALL TO REMAIN A!E ARCHITECT/ENGINEER MIN MINIMUM B. REFERENCE DOOR SCHEDULE FOR DOOR TYPE DESIGNATION AND ADDITIONAL INFORMATION. o ADA AMERICANS WITH DISABILITIES NFPA NATIONAL FIRE PROTECTION C. SEE CODE ANALYSIS PLANS FOR FIRE EXTINGUISHER LOCATIONS. Im o EXISTING 2-HOUR RATED WALL TO REMAIN ACT AGENCY D. PROVIDE BLOCKING AS REQUIRED ADJACENT TO FIRE EXTINGUISHERS FOR OWNER INSTALLED m NEW 1-HOUR RATED WALL, SEE 6/A5.20 AFF ABOVE FINISH FLOOR NTS NOT TO SCALE AED STATIONS Architecture Interiors ALT ALTERNATE OC ON CENTER E. FURNITURE AND EQUIPMENT BY OTHERS, SHOWN FOR REFERENCE ONLY. m EXISTING WALL TO EXTEND TO STRUCTURE, SEE 5/A5.20 Planning Engineering E CENTERLINE OS OCCUPANCY SENSOR F. CONTRACTOR TO COORDINATE WALL MOUNTED FURNITURE, INCLUDING BUT NOT LIMITED TO, CLR CLEAR OSSC OREGON STRUCTURAL SPECIALTY CABINETRY, PROJECTION SCREENS, WHITE BOARDS,TELEVISIONS, ETC. AND PROVIDE CPT CARPET TILE CODE NECESSARY BLOCKING AS REQUIRED. DIA DIAMETER P PAINT G. CONTRACTOR SHALL COORDINATE DELIVERY AND INSTALLATION OF OWNER FURNISHED (E) EXISTING PL PLASTIC LAMINATE EQUIPMENT WITH THE OWNER. Portland, OR EQ EQUAL PT PORCELAIN TILE H. ALL DIMENSIONS TO FACE OF WALL, CENTERLINE OF COLUMN, UNLESS OTHERWISE NOTED. 503.224.9560 EA EACH RB RUBBER BASE ALIGN FINISHES WHERE INDICATED. Vancouver, WA 360.695.7879 ETC ETCETERA REQ'D REQUIRED FEC FIRE EXTINGUISHER CABINET SF SQUARE FOOT I. WALL THICKNESSES ARE NOMINAL UNLESS OTHERWISE NOTED. Seattle, WA SS SOLID SURFACE J. DIMENSIONS MARKED "CLR" ARE FROM FINISH SURFACE TO FINISH SURFACE. DIMENSIONS WITH 206.749.9993 FHC FIRE HOSE CABINET THIS MARK TAKE PRIORITY OVER ADJACENT DIMENSIONS. DIMENSIONS ADJACENT TO LATCH SIDE www.mcknze.com GFCI GROUND FAULT CIRCUIT TBD TO BE DETERMINED OF DOORS INDICATE REQUIRED CLEARANCES BETWEEN CLEAR DOOR OPENING AND ADJACENT INTERRUPTER TCA TILE COUNCIL OF AMERICA FINISH. MACKENZIE. GT GLASS TILE TS TRANSITION STRIP K. ALL DIMENSIONS SHOWN AS PLUS/MINUS (+/-) ARE FOR GENERAL LAYOUT AND REFERENCE DESIGN DRIVEN 1 CLIENT FOCUSED GYP/GYP BD GYPSUM BOARD TYP TYPICAL ONLY. Client HVAC HEATING, VENTILATION AND AIR UNO/UON UNLESS NOTED OTHERWISE/ L. DOORS NOT DIMENSIONED ARE TO BE LOCATED 4" FROM FACE OF WALL TO OUTSIDE EDGE OF CONDITIONING UNLESS OTHERWISE NOTED JAMB. LF LIGHT FIXTURE VOC VOLATILE ORGANIC COMPOUNDS LVP LUXURY VINYL PLANK WD WOOD M. ELECTRICAL/DATA OUTLETS SHOWN FOR REFERENCE ONLY. COORDINATE ELECTRICAL/DATA SWITCHING REQUIREMENTS WITH TENANT AND PROVIDE DRAWINGS BY SEPARATE PERMIT. MAX MAXIMUM S H O R E S T E I N ADA MOUNTING HEIGHT SCHEDULE 30" N. ALL ELECTRICAL OUTLETS TO MATCH BUILDING STANDARD, UNLESS NOTED OTHERWISE. 60" MIRROR 39"-41- 36" O. COORDINATE AND REFER TO MECHANICAL AND ELECTRICAL DISCIPLINES FOR SPECIFIC CLEAR EQ EQ BOTTOM OF MIRROR HC LAVATORY �1 MAX INFORMATION, LOCATIONS, DIMENSIONS, CONNECTIONS, AND PENETRATIONS. PROVIDE 18"VERT 24" INSULATION FOR GRAB BAR TOILET ACCESSORY ABBREVIATIONS LEGEND P. SEE MEP DRAWINGS FOR ADDITIONAL INFORMATION. DRAIN PIPE AT 42 1 1 "-i " MIN CSD COMBINATION SEAT DISPENSER Q. ALL RATED CONSTRUCTION ASSEMBLIES EXTEND FROM FLOOR STRUCTURE TO UNDERSIDE OF Project _ HC LAV PER ADA GRAB BAR CSD HC HANDICAP STRUCTURE AND DECKING ABOVE UNLESS OTHERWISE NOTED. VACANCY SPACE till BA HD HAND DRYER Cr MAX MAXIMUM R. PROVIDE TYPE 'X'GYPSUM BOARD AT ALL FIRE RATED WALLS AND PARTITIONS. SEE CODE PREP 4 _ MIN MINIMUM ? ED o / SUMMARY DRAWINGS AND FLOOR PLANS FOR SCOPE OF FIRE RATED WALLS. U NEAREST I I / 7FC-11 m PTD PAPER TOWEL DISPENSER LANDLORD OBSTRUCTION - CO m TP TOILET PAPER S. ALL PENETRATIONS AND VOIDS THROUGH FIRE-RATED ASSEMBLIES TO BE FIRE STOPPED WITH IMPROVEMENT ' O1 J 0D WC WATER CLOSET - _J (SINK, L — WR WASTE RECEPTACLE APPROVED MATERIALS. 12" a2" a2" MAX 4 LINCOLN PARTITION, ETC) 6..- 11" IA4 MIN T. PROVIDE FIRE BLOCKING AS REQUIRED. 10250 SW GREENBURG RD. MIN MIN 54" GENERAL NOTES: U. PATCH AND REPAIR EXISTING CONDITIONS DAMAGED BY NEW WORK TO NEW CONDITION. TIGARD, OREGON 97223 ❑ TOILET PLAN ❑ LAVATORY- PLAN ❑ LAVATORY ❑ ® TOILET GRAB BARSLL-SIDE WALL TOILET STALL- SIDE WALL 1. ALL STAINLESS STEEL ACCESSORIES TO BE V. ALL EXISTING BUILDING ELEMENTS TO REMAIN UNLESS NOTED OTHERWISE. A CLEAR FLOOR SPACE B ® CLEAR FLOOR SPACE C ® KNEE/TOE CLEARANCE D E SATIN FINISH UNLESS OTHERWISE NOTED. ❑ ® COMBINED RECESSED DISPENSER 2. MOUNT ALL TOILET ROOM ACCESSORIES PER W , EXISTING STRUCTURE TO BE LEFT UNDISTURBED AND INTACT. PERFORM NO DEMOLITION THAT �+� MANUFACTURER'S RECOMMENDED MAY COMPROMISE THE STRUCTURAL INTEGRITY OF THE BUILDING. 0 ` ko 36" MOUNTING HEIGHTS, WITHIN STATED ADA TOLERANCES. 12" 24" PER 3. FLOOR DRAINS TO BE LOCATED OUTSIDE OF X. 100% SPRINKLERS TO BE MAINTAINED THROUGHOUT IN ACCORDANCE WITH THE LATEST UW, OGO 36" GRAB PTD WR PTD/WR ADA CLEAR FLOOR AREAS, COORDINATE ADDITION OF NFPA 13. r, INSTALL FLUSH Z HEIGHT OF WITH PLUMBING.BAR HANDLEAT g OPERABLE 4. WRAP ALL EXPOSED WASTE AND HOT WATER Y. WHERE PLUMBING IS TO BE REMOVED, REMOVE ALL FIXTURES, LINES, ETC. TO SURFACE OF SLAB a LINES PER ADA CODE. AND CAP, UNLESS OTHERWISE NOTED.OPEN SIDE OF m PARTS, TYP JPORTL Tv TOILET Lu -- Z. CAP ALL ABANDONED PLUMBING, ELECTRICAL CONDUIT, AND OTHER UNDER SLAB UTILITIES AS �r m II REQUIRED. 9 OF �� cl) u AA. DO NOT OVERCUT CORNERS AT NEW WALL PANEL/FLOOR SLAB OPENINGS. CI) a a AB. RE-USE ALL DEMOLISHED COMPONENTS (DOORS, WINDOWS, LIGHTS, ETC) WHERE POSSIBLE. MACKENZIE 2021 6"-18 SERVICE OR REPAIR TO PROVIDE "LIKE NEW" OPERATION AND APPEARANCE. © ALL RIGHTS RESERVED AC. SALVAGE ALL DEMOLISHED COMPONENTS AS POSSIBLE. RETURN TO OWNER FOR FUTURE USE. THESE DRAWINGS ARE THE PROPERTY of MACKENZIE AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, ® TOILET STALL- AD, REMOVE EXISTING FLOORING THROUGHOUT, UNLESS NOTED OTHERWISE. PATCH, REPAIR AND WITHOUT PRIOR WRITTEN PERMISSION WALL GRAB BARS AR FG ® MIRROR TOILET ACCESSORIES PREP SUBSTRATE AS REQUIRED TO RECEIVE NEW FINISHES. W AE. RETAIN EXISTING FIRE EXTINGUISHERS FOR FUTURE USE. REVISION SCHEDULE 5 ADA TOILET ROOM FIXTURE MOUNTING HEIGHTS AND CLEARANCES Delta Issued As Issue Date m w X x o Ln : 36" MI C14U_v o 22" 12" Co J ' —IF BOTH LATCH N .r AND CLOSER SHEET TITLE: ARCHITECTURAL PULL SIDE PUSH SIDE 6 TRANSITION BETWEEN FLOOR FINISHES a GENERAL NOTES, ADA a a CLEARANCES, HINGE SIDE APPROACH -SWINGING DOORS 0 WALL TYPES Q D z �1 AND �o W - - - I I 0 _ ABBREVIATIONS O W O W - Z _ (0 F- UJ (n cc j 24" 15 18" Z I o W \ w U DRAWN BY: SJR, JKW ^C MIN = MIN `r i m Y = m w c THRESHOLD • a - a F BOTH LATCH cn v U m x CC) AND CLOSER N w O J O F o µp cr U CHECKED BY: LJC, PDK O U \ o m U X SHEET: PULL SIDE PUSH SIDE PULL SIDE PUSH SIDE �I Q I rol Lu „1 `r LATCH SIDE APPROACH -SWINGING DOORS FRONT APPROACH -SWINGING DOORS ¢ o A0 . 01 Z LEVEL CHANGES w JOB NO. s ACCESSIBLE DOOR CLEARANCES o 11 TYP. MOUNTING HEIGHTS 12 ADA THRESHOLDS 2190953.12 oO.OO.OPERMIT SET: 21 Q f- 219095312\DRAWINGSVARC CTURAL\12-AO.01.DWG SJR 09/23/21 18:38 1:96.00 GENERAL NOTES B B """ Br� B q B B q B B q B DEMO FLOOR PLAN -------------------------------------------------- ------------------------- +84a 3 m O A. REMOVE EXISTING FLOORING THROUGHOUT. PATCH, REPAIR AND PREP SUBSTRATE AS REQUIRED m �R' @ • + 02-03 TO RECEIVE NEW FINISHES. SEE SHEET A6.10 FOR FINISHES. ■ OT T B • • I 02 01 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 - 02-05 • w CALLED TO THE ATTENTION OF THE ARCHITECT/DESIGNER, SO THAT THE CLARIFICATION CAN BE Architecture Interiors +,4 ISSUED. Planning Engineering Q' C. SALVAGE ALL DEMOLISHED COMPONENTS AS POSSIBLE. RETURN TO LANDLORD FOR FUTURE USE. +84 D O 02-04 D. SAVE AND RECYCLE DEMOLITION DEBRIS WHERE POSSIBLE. COORDINATE WITH CITY OF TIGARD ICRI; T ------------ "---"""""""""""� "=='"'---------===-E=-z_ • +40 REQUIREMENTS FOR RECYCLING DEMOLITION DEBRIS. +6a +90+so — +4 „ „ E. CAP ALL ABANDONED PLUMBING, ELECTRICAL CONDUIT, AND OTHER UNDER SLAB UTILITIES AS REQUIRED. +44 W .-- -, F. RETAIN EXISTING FIRE EXTINGUISHERS FOR FUTURE USE. -----------------• - - - I --, Portland, OR - - - -- _ -----------------"�------- "------------'rl----------- _ ------------ - - .--- 4,1p G. EXISTING STRUCTURE TO BE LEFT UNDISTURBED AND INTACT. PERFORM NO DEMOLITION THAT MAY ------------- I Q i r i�ki ► wi W t COMPROMISE THE STRUCTURAL INTEGRITY OF THE BUILDING WITHOUT WRITTEN APPROVAL OF THE 503 224 9560 !? H. SALVAGE ALL EXISTING DOORS AND HARDWARE FOR RE-USE. r 4j- -t t; ---------tcY II i r ARCHITECT/DESIGNER Vancouver, ii +44 co -nn--• 360.695.7879 !�; i1�i Seattle, WA 749 9993 " +4 www.mcknze.com m „ -------------- --- -----' _i{._• 4 I / . o LEGEND �, DESIGN DRIVEN CLIENT FOCUSED �� ;!rl ►+WI -- --- H'ti'J n ?!.ice .. _ _ F .__a, c== Client 02 06 EXISTING CONSTRUCTION TO BE DEMOLISHED l w • o EXISTING WALL TO REMAIN ------------------ ;. - • _ _ T o EXISTING 1-HOUR RATED WALL TO REMAIN • S H O R E S T E I N EXISTING 2-HOUR RATED WALL TO REMAIN !? EXISTING POWER AND DATA OUTLET I I ; . II !i i+.i ;I ;: r1 II r.:;, .` II II r+ i ' ------------- -, - ------------Z:� " =---------------- --------------_. L �„"- ' ------------ ------------- - -------------- ---..._ . - - - - -': --------------------------------- ------------- • � • EXISTING QUADPLEX OUTLET m o 0 0 00 mao m � rnn +•+ EXISTING DEDICATED DUPLEX OUTLET — - =__ae_""::_____� :; ------"'===___`� �ti €,_:, : • -- Project lr „ y % - • EXISTING COVERPLATE VACANCY SPACE EXISTING FLUSH FLOOR POWER AND DATA LOCATION PREP • m T d'=T m m O T 4 EXISTING CARD READER +64 LANDLORD _ -6a • m moa IMPROVEMENT • O EXISTING THERMOSTAT • • . 4 LINCOLN kc • $ EXISTING LIGHT SWITCH D 10250 SW GREENBURG RD. C0 ® EXISTING FIRE EXTINGUISHER LOCATION TIGARD, OREGON 97223 ii 8 B B - B B B B III B - - - EXISTING CEILING GRID YD 1 PARTIAL SECOND FLOOR DEMOLITION PLAN EXISTING GYPSUM BOARD CEILING ��� mC�r 1 .0 1/9„_,,_p„ ® EXISTING SUPPLY/RETURN VENT TO REMAIN ~ UIS LWO EXISTING CEILING MOUNTED SPEAKER �-EXISTING CEILING FIRE STROBE PORTL + EXISTING SPRINKLER HEAD r/�� I I I I I I I I I I I I I I I I I �< /y' OF O� I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I (.'I V I i� ` \ /I I I I� + I + I I ( YS IG_ }� \ _ }S I I I T I T T I �� T I I ,�5� Ii T I I I I I 1 I + li + 1 . i + I + + + + + 0I ® EXISTING 2'X4'LIGHT FIXTURE TO REMAIN. HATCHED INDICATES FIXTURE ON 24-HOUR BATTERY Fff" BACK-UP. MACKENZIE 2021 + + + I I I I (jl I 1 Yj I 1 }S I I I Yj 102108 1 }S I I I 1 }S 1 I Yj 1 I I C I I I 1 I 1 + I ALL RIGHTS RESERVED I I T I 1 I T I I I T I I T I F 1 I T I I T I 1 + I I + I 1 I I I ® ® EXISTING RECESSED WALL WASHER FIXTURE TO REMAIN THESE DRAWINGS ARE THE PROPERTY OF I 1 li \I 1 li �I 1 �3 li �I 1 li V I I li _ v V I 1 I 1 1 C I 1 ICI ICI + 1 1 �I MACKENZIE AND ARE NOT TO BE USED _P--�_J�--L__L J__1__L_J1__L_J_ I I I I I I I I I 1 I I I I I I I I I I I I 1 I I I I I WITHOUT OR REPRODUCED IN ANY MANNER, PRIOR WRITTEN PERMISSION I I I I I I I I I I I I -T--r-�--T--r-�--T—r-�--T--r-�- I r l C I I KEYNOTES REVISION SCHEDULE ni 4 Delta Issued As Issue Date + + + + ® + + ® + + + ® + + I 4.10 00-01 NO SCOPE OF WORK IN STAIRWELL. 02-01 EXISTING CABINETRY TO REMAIN. ® i 9.� 02-03 DEMOLISH EXISTING CABINETRY. PATCH AND REPAIR WALL AND FLOOR SUBSTRATE AS PH V X 5� V U X V REQUIRED TO RECEIVE NEW FINISH. 02-04 DEMOLISH EXISTING CABINETRY SINK, FAUCET, AND DISHWASHER. REMOVE EXISTING GARBAGE DISPOSAL AND ACCOMPANYING WALL SWITCH. PATCH AND REPAIR WALL AND + + + FLOOR SUBSTRATE AS REQUIRED TO RECEIVE NEW FINISH. + 02-05 REMOVE BOLTS AND CLEAN FLOOR SURFACE AS REQUIRED IN THIS ROOM ONLY. + ® ® + 00-01 02-06 PATCH AND REPAIR ANY DAMAGE TO EXISTING DOOR TO REMAIN. PREP DOOR TO ® ® + RECEIVE NEW PAINT, P-3. 02-08 DEMOLISH EXISTING CEILING GRID, TILES, AND LIGHTS, WHERE INDICATED. RETURN ® + + + + + + LIGHT FIXTURES TO LANDLORD FOR RE-USE. REMOVE ALL FLEX DUCTWORK AND - REPLACE WITH RIGID SPIRAL DUCTWORK.ADJUST SPRINKLERS AS REQUIRED. PATCH SHEET TITLE: AND REPAIR EXISTING EXPOSED CEILING AND WALLS ABOVE EXISTING CEILING GRID AS PARTIAL SECOND + + REQUIRED BY DEMOLITION. PATCH, REPAIR,AND REPLACE EXISTING CEILING + IN X ® COMPONENTS AS REQUIRED BY NEW CONSTRUCTION AND LIGHTING LAYOUT. DESIGN FLOOR INTENT IS TO ACHIEVE MAXIMUM FEASIBLE CEILING HEIGHT. CONFIRM FINAL DESIGN DEMOLITION PLAN ® WITH LANDLORD PRIOR TO COMMENCING WORK. PREP NEWLY EXPOSED CEILING TO , RECEIVE NEW PAINT. DEMOLITION CEILING PLAN, ® AND NOTES + + + + + + + + DRAWN BY: SJR, JKW CHECKED BY: LJC, PDK ® ® + 0 ® SHEET:xx + ® + X + + + + fi - 2 + k cs a o + A All Ol ■ PARTIAL SECOND FLOOR DEMOLITION PLAN JOB NO. 2190953.12 1 .0 1/8"=V-0" PERMIT SET: 09/24/2021 219095312\DRAWINGS\ARCHITECTURAL\12 A1.01.DWG SJR 09/23/21 18:38 1:96.00 GENERAL NOTES COMMON NOTES: A. SEE ARCHITECTURAL GENERAL NOTES ON SHEET AO.01 FOR MORE INFORMATION. ■ IXIST B. SEE ENLARGED TOILET ROOM PLAN AND NOTES ON A4.10 FOR ADDITIONAL INFORMATION. B g �5' • < g norma B B B• B• B g g C. SEE AO.01 FOR WALL TYPES. +84s D. SEE A6.10 FOR FINISHES. Architecture Interiors W+84 5 CID Planning Planning Engineering RECEPTION T STORAGE/SERVER e OFFICE ® OFFICE 02-01 WORK BREAK FLOOR PLAN NOTES: P ORB PEXOIS�T Ex ® P co6 1 pRB P PRB ® I P ORB �• 45 1 .. p ORLVE.B E. OUTLETS INDICATED ARE EXISTING UNLESS NOTED OTHERWISE. SITE VERIFICATION HAS BEEN e PERFORMED ON 09/20/2021, WHILE VACANT AND PLAN, ELECTRICAL AND CEILING INFORMATION HAS Portland, OR EXIST IXIST IXIST 06-01 4'11 BEEN UPDATED (OBSERVATION IS LIMITED TO VISIBLE/ACCESSIBLE AREAS). CONTRACTOR TO FIELD U503.224.9560 wP-, -- onsT LVP-, LVP-, VERIFY AND CONFIRM ADDITIONAL REQUIREMENTS WITH TENANT. Vancouver,WA GPT-, • crr-, IXIST EXIST - C�-1 CPT-1 +40 +W4 +sa +44 F. ADD SOUND INSULATION IN ALL NEW WALLS, EXCLUDING PARTIAL HEIGHT WALLS. 360.695.7879 G. ALL FLOORING TRANSITIONS TO BE CENTERED IN DOOR JAMB, UNLESS NOTED OTHERWISE. PROVIDE Seattle, WA I 2 TRANSITION STRIP PER FLOORING DETAILS, SEE 9& 10/A6.10. 206.749.9993 IOU 02-02 WOMENS H4.10 www.mcknze.com 1207 MACKENZIE. ?;7 DESIGN DRIVEN I CLIENT FOCUSED �; LEGEND Client L _ J OPEN OFFICE ------ B o EXISTING WALL TO REMAIN 09-Ot 09-01 � 09-01 09-01 216 +9 o EXISTING 1-HOUR RATED WALL TO REMAIN CPT P RB T o EXISTING 2-HOUR RATED WALL TO REMAIN 5 H o R E S T E I N OFFICE NEW 1-HOUR RATED WALL CU • CPT 209 Em EXISTING WALL TO EXTEND TO STRUCTURE T P RB • EXISTING POWER AND DATA OUTLET IXIST EXISTING QUADPLEX OUTLET Project • EXISTING DEDICATED DUPLEX OUTLET VACANCYSPACE EX ST EXIST o EXIST IXIST � + m+ •• IXIST EXIST COVERPLATE LANDLORD q�II}I EXISTING FLUSH FLOOR POWER AND DATA LOCATION IMPROVEMENT \�IIV • EXISTING CARD READER 4 LINCOLN • T EXISTING THERMOSTAT 10250 SW GREENBURG RD. OFFICE m OFFICE OFFICE OFFICE CONFERENCE T OFFICE TIGARD, OREGON 97223 +84 : 215 m 214 213 • 212 211 2ARB EXISTING LIGHT SWITCH CPT CPT CPT CPT • CPT C P RB P RB P RB • P RB • P RB • • P NEW DUPLEX OUTLET ��D • �����'� ° EXISTING FIRE EXTINGUISHER LOCATION B B B`' B B B B B UL SL17 I-3 PORTLAN 0 GO 1 PARTIAL SECOND FLOOR PLAN KEYNOTES of opo 1 .1 1/8"=V-0" 00-01 NO SCOPE OF WORK IN STAIRWELL. 02-01 EXISTING CABINETRY TO REMAIN. 02-02 EXISTING WALLCOVERING TO REMAIN. MACKENZIE 2021 06-01 NEW PLASTIC LAMINATE UPPER AND LOWER CABINETRY WITH SOLID SURFACE COUNTER ALL RIGHTS RESERVED TOPS. NEW BUILDING STANDARD DISHWASHER, UNDERMOUNT SINK, FAUCET, HOT WATER THESE DRAWINGS ARE THE PROPERTY OF HEATER, AND FLOODSTOP. NEW SINK AND DISHWASHER TO BE INSTALLED AT EXISTING MACKENZIE AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, LOCATIONS, IF FEASIBLE. WITHOUT PRIOR WRITTEN PERMISSION 09-01 PROVIDE BLOCKING AS REQUIRED FOR NEW WOOD COLUMN WRAP, WD-1. SEAMS AT COLUMN CORNERS TO BE MITERED AND SEAMS THROUGHOUT TO BE FILLED. DESIGN INTENT IS FOR A SEAMLESS LOOK. REVISION SCHEDULE Delta Issued As Issue Date SHEET TITLE: PARTIAL SECOND FLOOR PLAN AND NOTES DRAWN BY: SJR, JKW CHECKED BY: LJC, PDK SHEET: A1 . 10 JOB NO. 2190953.12 PERMIT SET: 09/24/2021 219095312\DRAWINGS\ARCHITECTURAL\12 A1.10.DWG SJR 09/23/21 18:38 1:96.00 GENERAL NOTES COMMON NOTES: EQ. ` 10'-0" ` 10'-0" c 10'-0" ` EQ. EQ. c 10'-0" rL 10'-0" c EQ. A. SEE ARCHITECTURAL GENERAL NOTES ON AO.01 FOR MORE INFORMATION. B. SEE AO.01 FOR WALL TYPES. ■ C. SEE A6.10 FOR FINISHES. Architecture < Interiors w w REFELCTED CEILING PLAN NOTES: Planning EnQlneering ® + + ` - - - - A. SUSPENDED ACOUSTICAL TILE CEILINGS AT 9'-O"9'-0"± (EXISTING) AFF, UNLESS NOTED OTHERWISE. ® + B. FOR SEISMIC BRACING OF SUSPENDED CEILING AND INTERSTITIAL EQUIPMENT SEE DETAIL 1/A5.20. w w C. CENTER ALL DOWN LIGHTS, FIRE SPRINKLER HEADS, SMOKE DETECTORS AND ALL OTHER CEILING 13-01 PENETRATIONS IN CENTER OF 2x2 PORTION OF 2x4 TILE, UNLESS NOTED OTHERWISE. Portland, OR ® D. COORDINATE ELECTRICAL REQUIREMENTS WITH TENANT, ALL ELECTRICAL DRAWINGS WILL BE BY 503.224.9560 DEFERRED SUBMITTAL. Vancouver, WA P — ——— — ————— E. HVAC CONTRACTOR TO PROVIDE FULL SHEET OF THE FLOOR AFFECTED UPON COMPLETION. 360.695.7879 01- 3 f CONTRACTOR IS RESPONSIBLE TO PROGRAM THE OVERRIDE HVAC BUTTON. Seattle, WA 5 F. REPLACE DAMAGED AND SOILED CEILING TILES WHERE AFFECTED BY CONSTRUCTION TO MATCH 206.749.9993 2-0 TY + + + + ® + + ® + + + ® + + ° ° 4.10 EXISTING. + G. LIGHTING LAYOUT IS SHOWN FOR PRELIMINARY DESIGN INTENT ONLY. FINAL LIGHTING LAYOUT TO www.mcknze.com BE PROVIDED BY HCONTRACTOR ALLOWANC S ANDN EXISTING BUILDING RASTRUCTTUR DEPENDANT NO EIIL NG. ELEOCTR COAL CONTRACTOR ORGY E M AC K E N Z I E . TO REVIEW ALL REQUIRED LIGHTING LEVELS AND DISTRIBUTION AND NOTIFY ARCHITECT OF ANY DESIGN DRIVE" i CLIENT FOCUSED CONCERNS OF FOOTCANDLES OR FIXTURE PLACEMENT/LOCATION WITHIN ANY AREA OF THE Client + + + I --r--r— t 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 + ® + ® ® + 00-01 REVIEWED AND APPROVED BY LOCAL JURISDICTION THROUGH SEPARATE PERMIT. + ® + + + + + + LEGEND S H O R E ST E I N + + + + + + + + + o EXISTING WALL TO REMAIN ® o EXISTING 1-HOUR RATED WALL TO REMAIN Project a EXISTING 2-HOUR RATED WALL TO REMAIN VACANCY SPACE ® NEW 1-HOUR RATED WALL PREP + + + + m EXISTING WALL TO EXTEND TO STRUCTURE LANDLORD + IMPROVEMENT ® NEW SOFFIT TO STRUCTURE ® ® ® ® 10250 SW GREENBURG RD. EXISTING CEILING GRID ® ® + u TIGARD, OREGON 97223 + ® + + + AA + + ® + + EXISTING GYPSUM BOARD CEILING X + + ® EXISTING SUPPLY/RETURN VENT TO REMAIN ® EXISTING CEILING MOUNTED SPEAKER ML © EXISTING CEILING FIRE STROBE w UL SL + EXISTING SPRINKLER HEAD y ® ® EXISTING EXIT SIGN • PORTLAN 0 GO 1 PARTIAL SECOND FLOOR REFLECTED CEILING PLAN ® EXISTING CKING2'X4' LIGHTFIXTURETOREMAIN. HATCHED INDICATES FIXTURE ON 24-HOUR BATTERY O O ' jO 1 .2 1/8„_1,-0„ ® EXISTING RECESSED WALL WASHER FIXTURE TO REMAIN a 2021 LF-1 NEW 8' LED PENDENT LIGHT FIXTURE. © MAE ALL RIGGHTS HTS RESERVED THESE DRAWINGS ARE THE PROPERTY OF O LF-2 NEW RECESSED LED LIGHT FIXTURE MACKENZIE AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION REVISION SCHEDULE KEYNOTES Delta Issued As Issue Date 00-01 NO SCOPE OF WORK IN STAIRWELL. 01-03 CONTRACTOR TO CONFIRM ENOUGH CLEARANCE FOR EXISTING LIGHT FIXTURE TO REMAIN AT NEWLY EXTENDED SOFFIT LOCATIONS. INFORM ARCHITECT OF ANY CONFLICTS. 02-07 EXISTING MAIN SAT GRIDLINE, TYPICAL, AS IDENTIFIED DURING SITE OBSERVATION. OBSERVATION IS LIMITED TO VISIBLE IDENTIFICATION OF CONSISTENT MAIN LINES.ANY VARIATIONS TO BE CONFIRMED ON SITE BY CONTRACTOR. 13-01 SOFFIT AT DEMOLISHED WALL LOCATION TO EXTEND TO STRUCTURE,WHERE INDICATED, SEE DETAIL 3/A5.20. PREP SOFFIT TO RECEIVE NEW PAINT. SHEET TITLE: PARTIAL SECOND FLOOR REFLECTED CEILING PLAN AND NOTES DRAWN BY: SJR, JKW CHECKED BY: LJC, PDK SHEET: A1 . 20 JOB NO. 2190953.12 PERMIT SET: 09/24/2021 219095312\DRAWINGS\ARCHITECTURAL\12 A1.20.DWG SJR 09/23/21 18:38 1:96.00 LEGEND GENERAL NOTES COMMON NOTES: EXISTING CONSTRUCTION TO BE DEMOLISHED = 'mi SEE - - A. SEE ARCHITECTURAL GENERAL NOTES ON A0.01 FOR ADDITIONAL INFORMATION. ■ 4L TYPES. -------- 22-01 � EXISTING 1-HOUR RATED WALL TO REMAIN B. SEE A0.01 FOR WAL o EXISTING 2-HOUR RATED WALL TO REMAIN C. SEE A6.10 FOR FINISH SCHEDULE. Architecture Interiors """""" ------------- -----------`--- / 0-05 10 5 i m NEW 1-HOUR RATED WALL Planning =- Engineering - - -- ��P• i QIP' i DEMOLITION NOTES: 2 - NEW DUPLEX OUTLET - - ------ __-____-- it 06-02 __ D. THE CONTRACTOR SHALL CAREFULLY EXAMINE CONSTRUCTION DOCUMENTS FOR THE WORK. ANY 01-01 10 Q-03 / i 30"_ r CONFLICTS, INCLUDING BUT NOT LIMITED TO BUILT CONDITIONS OF M.E.P. IN THE PLANS SHALL BE —I I I CALLED TO THE ATTENTION OF THE ARCHITECT/DESIGNER, SO THAT THE CLARIFICATION CAN BE 10-04 1 04 ISSUED. Portland, OR ' �„ ' � I I I I ADA ACCESSIBLE TURNING RADIUS AND ADA --- - WOMENS MENS I 6� 4g" 503.224.9560 _ +' 207 10-06 208 i I I -I CLEAR FLOOR SPACE E. SAVE AND RECYCLE DEMOLITION DEBRIS WHERE POSSIBLE. COORDINATE WITH CITY OF TIGARD 01-01 REQUIREMENTS FOR RECYCLING DEMOLITION DEBRIS. Vancouver, WA 360.695.7879 L _ _ — J Seattle, WA FLOOR PLAN NOTES: EXISTING CEILING GRID 20&749 9993 I _ www.mcknze.com EXISTING GYPSUM BOARD CEILING F. ALL INTERIOR DOORS ARE EXISTING TO REMAIN, UNLESS NOTED OTHERWISE. G. OUTLETS INDICATED ARE EXISTING UNLESS NOTED OTHERWISE. SITE VERIFICATION HAS BEEN M AC I< E N Z I E NEW CEILING GRID PERFORMED ON 09/20/2021,WHILE VACANT AND PLAN, ELECTRICAL AND CEILING INFORMATION HAS DESIGN DRIVEN I CLIENT FOCUSED ® BEEN UPDATED (OBSERVATION IS LIMITED TO VISIBLE/ACCESSIBLE AREAS). CONTRACTOR TO FIELD EXISTING HVAC VENT TO REMAIN VERIFY AND CONFIRM ADDITIONAL REQUIREMENTS WITH TENANT. Client ® EXISTING CEILING MOUNTED FIRE STROBE H. MODIFY EXISTING PLUMBING ROUGH-IN LOCATIONS AND/OR BLOCKING AS REQUIRED TO MEET ADA (� MOUNTING HEIGHTS AND REQUIREMENTS. 1 ENLARGED DEMOLITION PLAN 2 ENLARGED FLOOR P LAN 7 BACK-UP 2'X4' LIGHT FIXTURE TO REMAIN. HATCHED INDICATES FIXTURE ON 24-HOUR BATTERY I. CONTRACTOR TO NOTIFY A/E AND LANDLORD IF ISOLATION SHUT-OFF VALVE IS NOT EXISTING AT TOILET ROOMS. CONTRACTOR TO PROVIDE PRICING TO LANDLORD FOR NEW SHUT OFF VALVE AT HOT AND 4.1 @ WOMENS 207 & MENS 208 1/4"=1'-0" 4.1 @ WOMENS 207 & MENS 208 1/4"=1'-0" O LF-2 NEW RECESSED LED LIGHT FIXTURE COLD WATER SUPPLY. PROVIDE ACCESS PANEL, LOCATION AND FINISH TBD. 5 H o R E S T E I N J. CONTRACTOR TO NOTIFY A/E AND LANDLORD IF FLOOR DRAIN IS NOT EXISTING AT TOILET ROOMS. FLOOR FINISHES CONTRACTOR TO PROVIDE PRICING TO LANDLORD FOR NEW DRAIN AT EACH ROOM. LANDLORD TO CONFIRM FINAL LOCATION. FINISH PLAN NOTES: Project PORCELAIN TILE PT 1 1/3 OFFSET INSTALLATION K. PAINT NEW AND EXISTING WALLS P-1, UNLESS NOTED OTHERWISE. LOW V.O.C. PAINT SYSTEMS TO BE VACANCY SPACE UTILIZED,TO INCLUDE PRIMERS AS WELL AS FINISH PRODUCTS. PREP n n — PORCELAIN WALL TILE PT-2 L. CENTER FLOORING TRANSITIONS AT CENTER OF DOOR JAMBS, UNLESS NOTED OTHERWISE. PROVIDE LANDLORD 99 i i i i SCHLUTER TRANSITION,TS-1. SEEDETAIL 10/A6.10. IMPROVEMENT OM N N ' I ! M. PREP ALL SURFACES TO FACILITATE PROPER FLUSH TILE INSTALLATION. INSTALL PER TCA METHODS. ' ' � ' ' 4 LINCOLN P T B k i i.•i INSTALLATION OF IMPERFECT PRODUCT IS NOT ACCEPTABLE. 10250 SW GREENBURG RD. EA/P 41 — P N. CONTRACTOR TO ENSURE FLOOR IS ADEQUATELY SLOPED AT ALL FLOOR DRAIN LOCATIONS. CUT TILE 'LJ .,LJ TIGARD, OREGON 97223 09- 3 p p3 KEYNOTES TO SMALLER PIECES AS REQUIRED TO OBTAIN PROPER SLOPE FOR DRAIN. 4,1 0. PROVIDE CAULKING AT ACCESSORIES/EQUIPMENT TO MATCH ADJACENT GROUT COLOR. JE +I4� � 01-01 ALIGN NEW WALL WITH EXISTING WALL. � '�`C02-11 PATCH AND REPAIR EXISTING CEILING GRID AS REQUIRED BY DEMOLITION. NEWREFLECTED CEILING PLAN NOTES: fCEILING GRID TO ALIGN WITH EXISTING GRID TO REMAIN. UL SL 06-02 NEW SOLID SURFACE VANITY COUNTERTOP, SS-1, WITH APRON FRONT. PROVIDE 2" P. COORDINATE ELECTRICAL REQUIREMENTS WITH TENANT, ALL ELECTRICAL DRAWINGS WILL BE BY BACKSPLASH AND NEW RECTILINEAR UNDERMOUNT SINK, SINK-1. SEPARATE PERMIT. y 09-05 LL J_ 09-02 START TILE INSTALLATION HERE WITH (1) FULL TILE. PORTLAN 0 GO O 09-03 NEW PORCELAIN TILE FLOORS, PT-1, TO BE CUT AROUND DRAIN TO ENSURE PROPER Q HVAC CONTRACTOR TO PROVIDE FULL SHEET OF THE FLOOR AFFECTED UPON COMPLETION. SLOPE IS MAINTAINED. CONTRACTOR IS RESPONSIBLE TO PROGRAM THE OVERRIDE HVAC BUTTON. EQ EQ 09-04 NEW WALL TILE, PT-2. PROVIDE SCHLUTER TRIM AT ALL EXPOSED TILE EDGES, R. LIGHTING LAYOUT IS SHOWN FOR PRELIMINARY DESIGN INTENT ONLY. FINAL LIGHTING LAYOUT TO BE OF Og 09-02 BRUSHED ALUMINUM FINISH. SEE ELEVATIONS FOR WALL TILE LAYOUT. PROVIDED BY THE ELECTRICAL CONTRACTOR AND IS DEPENDANT ON OREGON ENERGY CODE (1) FULL TILE 09-05 GROUT LINE FOR NEW TILE INSTALLATION TO BE CENTERED ON WALL. ALLOWANCES AND EXISTING BUILDING INFRASTRUCTURE IN CEILING. ELECTRICAL CONTRACTOR TO 10-01 NEW RECESSED COMBINATION TOILET PAPER DISPENSER AND SEAT COVER REVIEW ALL REQUIRED LIGHTING LEVELS AND DISTRIBUTION AND NOTIFY ARCHITECT OF ANY MACKENZIE 2021 DISPENSER, CSD-1. © ALL RIGHTS RESERVED 10-02 NEW RECESSED COMBINATION TOILET PAPER DISPENSER, SEAT COVER DISPENSER, CONCERNS OF FOOTCANDLES OR FIXTURE PLACEMENT/LOCATION WITHIN ANY AREA OF THE SPACE. AND SANITARY NAPKIN DISPENSER, CSD-2. CONFIRM NEW LIGHT FIXTURE PLACEMENT DOES NOT INTERFERE WITH NEW WALL CONSTRUCTION AND THESE DRAWINGS ARE THE PROPERTY OF SAT MAIN GRID LINES, RELOCATE IF REQUIRED. FINAL LAYOUT TO BE REVIEWED AND APPROVED BY MACKENZIE AND ARE NOT TO BE USED 10-03 NEW PARTIALLY RECESSED PAPER TOWEL DISPENSER, PTD-1. PROVIDE POWER AS OR REPRODUCED IN ANY MANNER, REQUIRED. LOCAL JURISDICTION THROUGH SEPARATE PERMIT. WITHOUT PRIOR WRITTEN PERMISSION 3 ENLARGED FINISH PLAN 4 ENLARGED DEMOLITION RCP 10-04 NEW RECESSED WASTE RECEPTACLE UNIT,WR-1. PROVIDE 35/8" STUD WALL AS REQUIRED FOR EQUIPMENT CLEARANCE. MAINTAIN EXISTING WALL ASSEMBLY RATING TOILET ROOM NOTES: 4.1 @ WOMENS 207 & MENS 208 1/4"=1'-0" 4.1 @ WOMENS 207& MENS 208 1/4"=1'-0" AS REQUIRED. CENTER OF UNIT TO ALIGN WITH CENTER OF SINK. REVISION SCHEDULE 10-05 NEW AUTOMATIC SOAP DISPENSER, SEE SINK-1. Delta Issued As Issue Date 10-06 PROVIDE NEW 24"X48" MIRROR AT ALL SINK LOCATIONS, MI-1. CONTRACTOR TO ENSURE S. REMOVE EXISTING FLOORING,WALL TILE,VANITY, SINKS, TOILETS, URINALS,AND PARTITIONS INSTALLATION HEIGHT COMPLIES WITH CURRENT ADA CODE. THROUGHOUT. PATCH, REPAIR AND PREP SUBSTRATES AS REQUIRED TO RECEIVE NEW FINISHES. 22-01 PROVIDE NEW PORCELAIN LOW FLOW, FLOOR MOUNTED ADA HEIGHT TOILET, WC-1, MODIFY EXISTING PLUMBING ROUGH-IN LOCATIONS AND/OR BLOCKING AS REQUIRED TO MEET ADA WITH CODE REQUIRED ADJACENT ADA GRAB BARS, GB-1. PROVIDE DUAL FLUSH MOUNTING HEIGHTS AND REQUIREMENTS. OPERATION. PROVIDE STANDOFF AS REQUIRED WHERE TOP OF VERTICAL GRAB BAR T. PROVIDE NEW FLOOR DRAINS, WHERE INDICATED,AT BOTH TOILET ROOMS. MOUNTS TO GYPSUM WALL TO ENSURE FLUSH MOUNT. ASSUME STANDOFF TO MATCH ADJACENT PAINT COLOR. U. PROVIDE SCHLUTER TRIM,TS-1,AT ALL EXPOSED EDGES AND OUTSIDE TILE CORNERS. EQ E EQ EQ C EQ 22-02 NEW FLOOR DRAIN AND COVER, FD-1. COORDINATE FINAL NEW DRAIN LOCATION WITH LANDLORD PRIOR TO DRILLING. ENSURE DRAIN CAP IS FLUSH AS NOT TO IMPEDE ADA V. ALIGN WALL TILE JOINTS WITH TILE BASE JOINTS WHERE MODULATION PERMITS. STRETCH WALL JOINTS TRAVEL. AS NECESSARY TO MATCH FLOOR JOINTS. FLOOR JOINTS TO SET SPACING. cl p W. PROVIDE CAULKING AT ACCESSORIES/EQUIPMENT TO MATCH ADJACENT GROUT COLOR. w w q ti X. VERIFY AND CONFIRM ALL DIMENSIONS AND CONDITIONS PRIOR TO START OF WORK. NOTIFY A/E OF ANY DISCREPANCIES PRIOR TO START OF WORK. I �' 1 Y. PROVIDE SOLID BLOCKING/BACKING FOR ALL TOILET ROOM EQUIPMENT(GRAB BARS, COUNTER, ETC.) SHEET TITLE:ENLARGE D I Z. CLEARANCES TO ACCESSIBLE SANITARY FIXTURES ARE MEASURED FROM FACE OF FINISH OF TOILET ROOM C E MATERIALS. w 02-11 w AA. WHERE ITEMS ARE SHOWN IN MULTIPLE PLANS AND/OR ELEVATIONS, IMPROVEMENTS TO BE MADE AS PLANS AN D S NOTED ON OTHER PLANS. a o NOTES Lu w E O E Lu O Lu w DRAWN BY: SJR EQ EQ EQ EQ CHECKED BY: LJC, PDK E 4 SHEET: A4 . 10 5 ENLARGED RCP 4.1 @ WOMENS 207 & MENS 208 1/4"=1'-0" JOB NO. 2190953.12 PERMIT SET: 09/24/2021 219095312\DRAWINGS\ARCHITECTURAL\12 A4.10.DWG SJR 09/23/21 18:38 1:48.00 NOTES: NOTES: A. FINISH ENDS,TYP E. SHIM AS REQUIRED BRUSHED ALUMINUM 9 BRUSHED ALUMINUM A. SEE A/A0.01 FOR ADDITIONAL INFORMATION ON B. CONFIRM REQUIREMENTS AND SIZES FOR ALL F. ALL CABINET FACES AND DOORS, PL-1 SCHLUTER STRIP AT 520 4 1,�„+ PORCELAIN TILE, SCHLUTER STRIP AT FIXTURE MOUNTING HEIGHTS.ALL REQUIRED ADA EQUIPMENT/APPLIANCES PRIOR TO G. ALL EXPOSED EDGES AT DOORS AND SHELVING CEILING EXPOSED TILE EDGES, TYP PT-2, TYP EXPOSED TILE EDGES, TYP CLEARANCES ARE TO FACE OF FINISH. CONSTRUCTION OF CABINETRY TO BE PLASTIC LAMINATE TO MATCH ADJACENT B. ALL NEW TOILETS TO BE LOCATED AT EXISTING C. ALL COUNTER TOPS, EDGES,AND BACK VERTICAL SURFACES MIRRORMI PLUMBING LOCATIONS, UNLESS NOTED OTHERWISE. , -1 SPLASHES, SS-2 H. GARBAGE DISPOSAL AND CORRESPONDING MODIFY BLOCKING AND ROUGH-IN LOCATIONS,AS D. CONTRACTOR TO PROVIDE DEDICATED OUTLET SWITCH TO BE REMOVED. REQUIRED,TO MEET ADA MOUNTING HEIGHT FOR STAINLESS STEEL GE #GDT226SSLSS ADA REQUIREMENTS. DISHWASHER, IF REQUIRED NEW AUTOMATIC SOAP C. INSULATE ALL UNDER COUNTER HOT WATER AND DISPENSER WASTE LINES. Architecture Interiors GB-1 CENTER SINK W/ GB-1ACSD-2 D. COORDINATION OF BLOCKING REQUIREMENTS FOR APRON FRONT WALL-MOUNTED SPECIALTIES BY CONTRACTOR. Planning Engineering E. CONFIRM REQUIREMENTS AND SIZES FOR ALL CABINET EQUIPMENT/APPLIANCES PRIOR TO CONSTRUCTION REFRIGERATOR, F. OF CABINETRY/COUNTERS. 5.20 5.20 5.20 FINISH ENDS OF COUNTERS AND FACES, TYPICAL. C, FILING, NIC I SOLID SURFACE G. ALL EXPOSED EDGES AT CABINETRY TO BE PLASTIC 18'-3” COUNTERTOP, SS-1 LAMINATE TO MATCH ADJACENT VERTICAL AND 2" BACKSPLASH/ SURFACES. Portland, OR (7) EQUAL CnSIDE SPLASH H. SCRIBE TO FIT CABINETRY AT WALLS. 503.224.9560 1. SHIM AS REQUIRED. — — — H �� J. VERIFY TILE LAYOUT FOR APPROVAL PRIOR TO Vancouver, WA F — — �r — _ _ _ l INSTALLATION. 360.695.7879 PLASTIC LAMINATE, K. SINK TO BE CENTERED WITH CENTER OF CABINETRY. Seattle, WA c INSULATED EXPOSED 6 o PL-2 L. MIRROR TO BE CENTERED OVER SINK. 206.749.9993 m m PIPES PER ADA CODE M. ASSUME BLACK MELAMINE AT INTERIOR OF b CABINETRY. www.mcknze.com OPEN BELOW PER N N. WALLS TO BE PAINTED P-1, UNLESS NOTED ADA CODE OTHERWISE. M AC K E N Z I E. tv y RB-1, I I PDESIGN DFIVEN CLIENT FOCDSED INSULATE PIPES, PER 51-411± 2'-0" 2'-9" 5'-5"± CODE, TYP Client (2) EQUAL CLR (2) EQUAL WC-1, TYP 2'-5° 61-711± 18'-3" n CID CUT TILE, PT-1 B, TYP o A ELEVATION B ELEVATION z z 1 CABINETRY ELEVATION m 2 ELEVATION - WOMEN'S S H O R E S T E t N 4.1 @BREAK 206 1/4"=1'-0" LU 4.1 @ WOMEN'S 207 1/2"=1'-0" w w NOTES: BRUSHED ALUMINUM BRUSHED ALUMINUM g A. SEE A/A0.01 FOR ADDITIONAL INFORMATION ON SCHLUTER STRIP AT SCHLUTER STRIP AT FIXTURE MOUNTING HEIGHTS.ALL REQUIRED ADA -- CEILING EXPOSED TILE EDGES, TYP EXPOSED TILE EDGES, TYP CLEARANCES ARE TO FACE OF FINISH. Project B. ALL NEW TOILETS TO BE LOCATED AT EXISTING VACANCY SPACE PLUMBING LOCATIONS, UNLESS NOTED OTHERWISE. PREP PORCELAIN TILE, MODIFY BLOCKING AND ROUGH-IN LOCATIONS,AS PT 2 TYP REQUIRED,TO MEET ADA MOUNTING HEIGHT LANDLORD REQUIREMENTS. —I -- C. INSULATE ALL UNDER COUNTER HOT WATER AND IMPROVEMENT MIRROR, MI-1 WASTE LINES. D. COORDINATION OF BLOCKING REQUIREMENTS FOR 4 LINCOLN NEW AUTOMATIC SOAP GB-1 CSD-1 GB-1 WALL-MOUNTED SPECIALTIES BY CONTRACTOR. 10250 SW GREENBURG RD. DISPENSER I E. CONFIRM REQUIREMENTS AND SIZES FOR ALL TIGARD, OREGON 97223 EQUIPMENT/APPLIANCES PRIOR TO CONSTRUCTION CENTER SINK W/ - — - OF CABINETRY/COUNTERS. APRON FRONT F. FINISH ENDS OF COUNTERS AND FACES,TYPICAL. CABINET G. ALL EXPOSED EDGES AT CABINETRY TO BE PLASTIC JjJ��yy LAMINATE TO MATCH ADJACENT VERTICAL COUNT SOLID SURFACE _JH. SCRIBE FIT CABINETRY AT WALLS. ~� UL SL ERTOP, SS-1 LU AND 2" BACKSPLASH/ - I. SHIM AS REQUIRED. SIDE SPLASH � J. VERIFY TILE LAYOUT FOR APPROVAL PRIOR TO �] +1 I INSTALLATION. PLASTIC LAMINATE, LL K. SINK TO BE CENTERED WITH CENTER OF CABINETRY. !1 PORTLAN , 0 GO PL-2 —_ 7 n L. MIRROR TO BE CENTERED OVER SINK. M. ASSUME BLACK MELAMINE AT INTERIOR OF b I CABINETRY. OF O� N. WALLS TO BE PAINTED P-1, UNLESS NOTED N OTHERWISE. INSULATE PIPES, PER--/// ER MACKENZIE2021 CODE, TYP © ALL RIGHTS RESERVED THESE DRAWINGS ARE THE PROPERTY OF 2'-5" WC-1, TYP MACKENZIE AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, CUT TILE, PT-1 B, TYP WITHOUT PRIOR WRITTEN PERMISSION A) ELEVATION B) ELEVATION N s ELEVATION - MEN'S z REVISION SCHEDULE w Delta Issued As Issue Date 4.1 @ MENS 208 1/2"=1'-0" Lu Lu SHEET TITLE: INTERIOR ELEVATIONS DRAWN BY: SJR CHECKED BY: LJC, PDK SHEET: A4m11 JOB NO. 2190953.12 PERMIT SET: 09/24/2021 219095312\DRAWINGS\ARCHITECTURAL\12 A4.11.DWG SJR 09/23/21 18:38 1:24.00 FLOOR OR ROOF STRUCTURE POP RIVET RUNNER TO WALL ANGLE AT 2 ADJACENT WALLS, FASTEN * 4 LINCOLN STUD SIZE: 2 1/2" CLOSURE ANGLE W/ #6 SCREWS DIRECTLY TO WALL FRAMING OR PROVIDE STRUT STABILIZER BAR BETWEEN ALL MEMBERS AT PERIMETER BERC 2CLIP 8" MAX. WALL ANGLE LIMITING WALL HEIGHT TABLE PERIMETER ADDITIONAL #12 WIRE SUPPORT AT ALL MEMBERS WITHIN 8" OF OF EXISTING DECK WALL UNDERSIDE MEnOR NON STNV WALLS L/240 ® 5psf t4 LATERAL BRACING WITH APPROVED VERTICAL COMPRESSION STRUT AT , ° MAIN RUNNER DION ESKMTSPACING MAX WALL H8GW ■ 12'-0" OC EA WAY 362S125-18 METAL COUNTERSLOPE HANGERS IF MORE THAN 1: 6 OUT OF PLUMB p m� 250S125-18 24" 8'-4" \ / STUDS ®16" O.C. Y2 250S125-18 16" 9'-7" Architecture ■ Interiors . Q UJ 250S125-27 24" 9'-10" Planning ■ Engineering I o 3625125-30 METAL OO "ATTACHED , %y STUD BRACING TO ROOF 250S125-18 16" 11'-3" WALL" � STRUCTURE AT EA STUD 362S125-18 24" 13'-5" SECURE ALL HANGERS TO BLDG a ALTERNATING(i OF BRACE — b• }— 362S125-18 16" 14'-4" Portland,OR A a STRUCTURE. TRAPEZE DUCT Grp EDGE AT WALL 3625162-33 16" 16'-5" 503.224.9560 WORK AND OTHER LARGE OC NOTE: FOR UNATTACHED WALLS PROVIDE A 362S162-43 16" 18' OBSTRUCTIONS -0" Vancouver, WA 3/4" GAP BETWEEN EDGE OF ANGLE AND CLIP 0 600S162-33 16" 24'-6" 360.695.7879 . g!, CROSS RUNNERS FIT BETWEEN MAIN RUNNERS -- DO NOT SCREW BERC 2 CLIP TO TRACK w Seattle, WA A MAIN RUNNERS AT 4'-0" OC SUPPORT WITH #12 WIRE AT 4'-0" OC I I M�IOR NON 87FUGTURAL WALLS 206.749.9993 6"-0" MAX OR WITH #10 WIRE AT 5'-0" OC EA WAY I I WITH CERAMC TLE FACING L/360 ® 5psf www.mcknze.com LATERALLY BRACE MAIN RUNNER STRUCTURE AT 12'-0" OC EA I I WAY. BEGIN BRACING WITHIN 6'-0"" TABLE MAX. LENGTH OF PERIMETER AND 2" FROM 112" DIA CONDUIT EMT 5'-10" B/CEILING o DESIGNATION SPACING MAX WALL M AC K E N Z I E. CROSS MEMBER IN AREAS GREATER THAN 1,000 SF 9'-O" AFF w 362S125-18 16" 12'-4" DESIGN DRIVEN I CLIENT FOCUSED 3 4" DIA CONDUIT EMT 7,-8» BD o 1" DIA CONDUIT EMT 9'-9" B/GYP a 362Si25-33 16" 14'-3" Client NOTE: ALL GRID MEMBERS AND CONNECTION DEVICES TO BE OF AN APPROVED TYPE AND 8'-3" AFF x SGL 162S125-33 MTL STUD 1-5 8"X20GA 12'-O" w � HAVE A 180 CAPACITY. ALL LATERAL BRACING WIRES TO HAVE A 200 CAPACITY. OPEN TO STRUCTURE, # # C C 6 5-3 U -5 8" OG 5'- THIS SIDE WALL TABLES ARE BASED ON WALLS SHEATHED BOTH SIDES FULL HEIGHT WITH \j SUSPENDED CEILING BRACING TO COMPLY WITH ASCE7, ASTMC635, ASTMC636 AND - - " 0 1/2" GYPSUM BOARD ATTACHED WITH #6 SCREWS MIN. AT 12"-0" O.C. MAX. m ASTME580 AC 0 BACK 250S125-33 MTL STUDS -1 "X OG 5'-0" WALL HEIGHT TABLE ~ s H o R 6 s r E t n 1 SUSPENDED CEILING BRACING 3 CEILING TRANSITION I 4 = I rJ.2 NOTE: PROVIDE SEISMIC SEPARATION JOINTS IN CEILINGS GREATER 1'-0"=1"-0" J 5.2 1 1/2 =1 -0 wo 5.2 a THAN 2,500 SF. PROVIDE HEAVY DUTY GRID SYSTEM. 0 U) 3 EXISTING METAL DECK FIRE SAFING AT RATED 13" CLR. 12" CLR. CONTINUOUS 18 GAUGE WALLS BETWEEN FLUTES, U.N.O. U.N.O. (2) ADJUSTABLE NO FIRE SAFING MELAMINE SHELVES, METAL PLATE FASTENED ADJ. MELAMINE SHELVES Project NEW GYPSUM TO DECK AT 2'-O" O.C., REQUIRED AT DEMISING, I I TYPCIAL VACANCY SPACE Q - v Q NON-RATED WALLS _ _ J ^ -: PLASTIC LAMINATE FACES BOARD STAGGERED ° v � PREP ABOVE ° CONTINUOUS ACOUSTIC ° METAL DECK J I I P-LAM FACES CEILING EACH SEALANT, EACH SIDE wUJ w LANDLORD SIDE 2" DEEP TOP TRACK TO i ° CONTINUOUS 18 GAUGE w - _. IMPROVEMENT EXISTING STRUCTURE METAL PLATE FASTENED to I= _) 1/2" DEFLECTION SPACE 5/8" TYPE 'X' 1 • TO DECK ® 2'-0" O.C., I I 4 LINCOLN (DO NOT FASTEN STUDSSTAGGERED GYPSUM BOARD ; z 70250 SW GREENBURG RD. OR GYPSUM TO RUNNER EACH SIDE WITH MIN FIREDAM SPRAY OR FIRE TIGARD, OREGON 97223 > 25" P.L. TOP I" TYPE 'S' SAFING SEALANT EACH w METAL STUDS. SEE > 25" P.L. TOP 4" SIDE SPLASH WHERE J PLASTIC LAMINATE DRYWALL SCREWS SIDE OF TRACK w w U.N.O. 4/A5.20 FOR SIZE AND J OCCURS COUNTER AND 4" 8" O.C. AT DEFLECTION HEAD WITH 4J w SPACING w BACKSPLASH. SIDE VERTICAL JOINTS w cn ' MAX �]� NEW BOTTOM TRACK 1/2" DEFLECTION SPACE w SPLASH PER ELEVATION `C/z AND 12" O.C. AT (DO NOT FASTEN STUDS P-LAM COUNTER TOP AND 0 FAUCET f ATTACHED TO EXISTING OR GYPSUM BOARD TO SPLASH WITH SELF EDGE CONTROLS ~ UL SL XISTING , FLOOR AND ' TOP TRACK WITH #10 INTERMEDIATE AND/OR NEW RUNNER) BRACING AT SCREWS ® V-0" O.C. STUDS GAUGE ( SOUND ATTENUATION DRAWER AS OCCURS IN in WRAP ALL EXPOSED PIPE 8'-O" O.C. SUSPENDED CEILING FILE N 1 0) INSULATION AS OCCURS ELEVATION PER CODE 1200) - r� PORTLAN , 0 GO BOTTOM TRACK TO FINISH '� q EXISTING TOP TRACK FLOOR WITH POWDER t? I I ADJ MELAMINE SHELF, NO 8„ 20 GAUGE DRIVEN ANCHORS AT w DRAWER OR SHELF AT z 0 o Q�i' Q x3 1/2" METAL 4'-0" O.C. SINK LOCATION z P-LAM FACES STUDS ® 2'-0" w / N O.C, UNLESS P-LAM FACE CL M LO MACKENZIE2021 EXISTING WALL CONTINUOUS ACOUSTIC I V) NOTED o_ N I ALL RIGHTS RESERVED x SEALANT EACH SIDE � OPEN PER ADA CODE :6: LLJ OTHERWISE ,,- RUBBER BASE I L6 -01 N THESE DRAWINGS ARE THE PROPERTY OF AGAINST TRACK NOY MACKENZIE AND ARE NOT TO BE USED a SEALANT AT SIMILAR Q 3 OR REPRODUCED IN ANY MANNER, 1 2" MAX WITHOUT PRIOR WRITTEN PERMISSION / CONDITION 0 a CONCRETE SLAB j 2'-0 0 2 -0 Q s WALL — EXTEND TO STRUCTURE W s 1—HOUR WALL 7 CABINET SECTION REVISION SCHEDULE w s CABINET SECTION w Delta Issued As Issue Date cJ 2 OVER EXISTING WALL AT METAL DECK 3"=1'-0" a 5.2 TO DECK 3"=1'-0" ¢ 52 TYPICAL 3/4"=1'-0" a 5 2 ADA SINK WITH ATTACHED TOE KICK 3/4"=1'-0" m 3 3 0 SOLID SURFACE 13" CLR. COUNTERTOP AND EDGE (2) ADJUSTABLE W/ 4" BACK SPLASH U.N.O. MELAMINE SHELVES UNDERMOUNT SINK PER I I PLASTIC LAMINATE FACE PLUMBING COORD. W/ > _ STANDARD WIRE PULL, COUNTERTOP CUTOUT w TYPICAL SOUND ATTENUATION wII SOLID SURFACE COUNTER BATT AS OCCURS PROVIDE ACCESS HOLE � 1=-� TOP WITH 4" BACK IN 3/4" MARINE SPLASH GYPSUM BOARD WALL AS PLYWOOD BACK PANEL I I OCCURS;: SHEET TITLE: TO ALLOW ACCESS TO SIDE SPLASH WHERE _ _ _ INTERIOR WALL STOPS AND SINK OCCURS 2'-0" TRAP > DETAILS Lal 25" TOP 2"x4" PT LEDGER w REMOVABLE LID WITH d w U.N.O. CUTOUT FOR WASTE `0 2 1/2" X 2 1/2" STEEL RECEPTACLE DOUBLE STUD AT JAMB, - - - - ANGLE SUPPORT ARM. STANDARD WIRE PULL, TYPICAL - - - PROVIDE SUPPORRT AS TYPICAL REQ'D FOR WEIGHT OF PLASTIC LAMINATE TIMELY FRAME: COUNTER AND SINK FACE MATCH BLDG STD -H < MELAMINE INTERIOR DRAWN BY: SJR a CONCEALED MELAMINE WASTE RECEPTACLE T 0 KNEE BRACE BTWN. EACH w iv j LAVATORY w CHECKED BY: LJC, PDK I REMOVABLE PLASTIC LU w PULL-OUT CABINET ON SHEET: Z LAMINATE SKIRT ON 3/4" FULL EXTENSION GLIDES m MARINE GRADE PLYWOOD: a PROVIDE PLYWOOD RIBz RUBBER BASE IFA5 20 8" 6" BETWEEN SINKS AND 0 ``' ENDS Ir `F MIN. MAX. a 2'-0" 3 TILE BASEcr I w J K`9VANITY COUNTER SECTION 1 o COUNTER SECTION N 11 DOOR — TIMELY FRAME JOB NO. 2190953.12 5.2 *NOTE: FAUCETS TO BE NO MORE THAN 17" 3/4"=1'-0" > 5.2 TYPICAL 3/4"=1'-0" m 5 2 HEAD SIMILAR 3"=1'-O" o PERMIT SET: 09/24/2021 FROM FRONT EDGE, PER ADA � 0 0 219095312\DRAWINGS\ARCHITECTURAL\12_A5.20.DWG SJR 09/23/21 18:39 1:1.00 DOOR SCHEDULE HARDWARE GROUPS MEANS AND METHOD SCHEDULE OF INTERIOR FINISHES DOOR DOOR OPENING DOOR FRAME HARDWARE NO. SIZE DETAILS GROUP RATING COMMENTS H-1: PRIVACY LOCK, LOCKSET F76 THK TYPE MAIL FINISH MAIL FINISH 09680 CARPET SECTION O6 40 00 -WOOD, CASEWORK, METALS AND PLASTICS 207A 3-0'k7-0" 1-3/4" FL SC W/OCCUPANCY INDICATOR,S T FF 6A/A6.10 H-1 - 1 1. REMOVE ALL EXISTING CARPET AT AREA OF WORK. PREP FLOOR TO RECEIVE NEW CARPET. 1. PLASTICS LAMINATES: GRADE 1, LATCHBOLT RETACTED PL-1: (BREAK ROOM CABINET FACES) TBD. ASSUME BUILDING STANDARD. Imm 208A 3'-0"x7'-0" 1-3/4" FL SC S T FF 6A/A6.10 H-1 1 BY LEVER FROM EITHER SIDE 2. INSTALL ALL CARPETS PER MANUFACTURER'S INSTRUCTIONS. PL-2: (TOILET ROOM APRON) TBD.ASSUME BUILDING STANDARD. UNLESS OUTSIDE IS LOCKED BY GENERAL NOTES INSIDE THUMB TU RN. TURNING 3. CARPET MEASUREMENTS TO BE FIELD VERIFIED PRIOR TO ORDER OF CARPET. 2. SOLID WOOD Architecture Interiors INSIDE LEVER OR CLOSING DOOR 4. SEAL ALL CUT EDGES AT SEAMS AT CARPET INSET TO PREVENT RAVELING. NOTIFY A/E OF UNLOCKS OUTSIDE LEVER, ANY CONCERNS PRIOR TO ORDER. WD-1: (COLUMN WRAP) PIONEER MILLWORKS; LARCH TOASTED 1, 5"WIDE FACE, CUSTOM Planning Engineering A. ALL DOORS/CLOSURES TO BE CHECKED, ADJUSTED, AND/OR REPLACED TO BE IN COMPLIANCE WITH ADA. BUTTS, STOP, CLOSER. CONSISTENT 9'-0" LENGTH. FINAL SPECIFICATION TBD,ASSUME PIONEER MILLWORKS. B. ALL TENANT ENTRY DOORS TO RECEIVE A NEW DOOR WITH MORTISE LOCKSET AS DETERMINED BY LANDLORD. 09900 PAINT ALLOW$18/SF MATERIAL COST TO VENDOR. C. ALL SECONDARY DOORS TO HAVE DEADBOLTS REMOVED, INSTALL COVERPLATES OR CHANGE DOORS AS AVAILABLE. 1. THE OUTLINED PAINT SPECIFICATIONS MAY BE MATCHED BY OTHER MANUFACTURERS. CONTACT: ALLISON HALL D. ALL DOORS, FRAMES AND HARDWARE TO MATCH TENANT BUILDING STANDARDS. ACCEPTABLE MANUFACTURERS: BENJAMIN MOORE, SHERWIN WILLIAMS, MILLER, OR ALLISON@PIONEER MILLWORKS.COM E. VERIFY DOOR HEIGHT DIMENSIONS. APPROXIMATE MEASUREMENTS BASED ON FIELD OBSERVATION. ABBREVIATIONS APPROVED SUBSTITUTION. SUBMIT RECOMMENDED SHEEN WITH DRAW DOWNS FOR A/E 971.277.0876 F. NEW DOORS MAY BE PULLED FROM EXISTING BUILDING INVENTORY OR RELOCATED WITHIN SUITE WHERE POSSIBLE. REVIEW AND APPROVAL. G. DOOR OPENING HARDWARE SHALL BE CENTERED BETWEEN 36"TO 38"ABOVE THE FLOOR. PANIC HARDWARE SHALL BE 2. LOW VOC MILLER ACRYNAMEL PAINT TO BE USED ON METAL TRIMS. PREP SURFACE BY SECTION 06 41 0 - CUSTOM CASEWORK Portland, OR BETWEEN 36"TO 42". EX EXISTING503.224.9560 H. MAINTAIN MINIMUM CLEAR WIDTH AT STRICK SIDE 18"AT PULL SIDE, 12"AT PUSH SIDE. STRIPPING OLD PAINT. USE DIRECT TO METAL ACRYMETAL PRIMER IF STRIPPING DOWN TO 1. SOLID SURFACE -QUARTZ: FF FACTORY FINISH METAL. USE XIM BONDING PRIMER IF STRIPING DOWN TO ORIGINAL FINISH. SS-1: (TOILET ROOMS) TBD, 2CM. ASSUME BUILDING STANDARD QUARTZ OR SIMILAR. Vancouver, WA I. MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED THE FOLLOWING: FL FLUSH 360.695.7879 EXTERIOR DOORS 8.5 LBS S STAIN 3. PROVIDE ONE COAT PRIMER AND TWO COATS PAINT ON ALL GYPSUM BOARD SURFACES. SS-2: (BREAK ROOM) TBD, 2CM. ASSUME BUILDING STANDARD QUARTZ OR SIMILAR. INTERIOR DOORS 5 LBS SC SOLID CORE WOOD Seattle, WA FIRE DOORS 15 LBS 4. CONTRACTOR SHALL PROVIDE ONE FULL GALLON OF EACH WALL COLOR PAINT WITH SECTION 09 30 00 -TILING 206.749 9993 T TIMELY FRAME LABELS TO OWNER UPON COMPLETION OF THE PROJECT. LABEL ALL LEFTOVER PAINT AND J. EXIT DOORS SHALL BE OPERABLE FROM INSIDE WITHOUT THE USE OF A KEY, SPECIAL EFFORT OR SPECIAL KNOWLEDGE. NO STORE AS DIRECTED BY OWNER. 1. PORCELAIN TILE www.mcknze.com LATCH OR LOCKING DEVICE EXCEPT PANIC HARDWARE PERMITTED. K. DOOR OPENING HARDWARE SHALL BE OPERABLE WITH A SINGLE EFFORT AND SHALL NOT REQUIRE TIGHT GRASPING OR 5. DISPOSE OF ALL PAINT MATERIALS OFF SITE. DO NOT POUR DOWN DRAINS, CATCH BASINS, PT-1: (FLOOR TILE) TBD, SIZE: 12"X24",3 OFFSET INSTALLATION. GROUT JOINTS TO BE6" TWISTING OF THE WRIST. COMMENTS OR IN LANDSCAPE AREAS. WIDE AS RECOMMENDED BY MANUFACTURER. MACKENZIE. L. EXIT DOORS SHALL NOT BE LESS THAN T-0" IN WIDTH AND 6-8" IN HEIGHT. PROJECTIONS, INCLUDING PANIC HARDWARE, SHALL 6. SUBMIT PAINT DRAW DOWNS TO A/E FOR EACH PAINT COLOR FOR REVIEW AND APPROVAL. DESIGN DRIVE. I CLIENT FOCUSED NOT REDUCE THE OPENING TO LESS THAN 32" CLEAR WIDTH. 1. HARDWARE FINISH TO MATCH EXISTING PT-1 B: (TILE BASE) ASSUME CUT PT-1 @ 6"X24". GROUT JOINTS TO ALIGN WITH FLOOR TILE. Client M. ALL GLAZING IN DOORS, ALL GLAZING LESS THAN 18" FROM FINISHED FLOOR, AND GLAZING WITHIN 24" OF DOORS AND LESS SUITE STANDARD. 7. APPLY PAINT PER MANUFACTURER'S RECOMMENDATIONS. THAN 60" FROM FINISH FLOOR SHALL COMPLY WITH ALL LOCAL BUILDING CODE REQUIREMENTS FOR SAFETY GLAZING. (USE 1/2" 8. NO VOC PAINT SYSTEMS TO BE UTILIZED, TO INCLUDE PRIMERS AS WELL AS FINISH PT-2: (WALL TILE) TBD, SIZE: 12"X24". GROUT JOINTS TO BE 16"WIDE. TEMPERED GLASS MINIMUM, UNO.) PRODUCTS. N. HANDLES, PULLS, LATCHES, LOCKS, AND OTHER OPERATING DEVICES ON DOORS, CABINETS, PLUMBING FIXTURES AND UTILITY FACILITIES SHALL HAVE LEVER OR OTHER SHAPE PERMITTING OPERATION BY WRIST OR ARM PRESSURE AND NOT REQUIRING 9. EGGSHELL WASHABLE FINISH AT CEILING AND SOFFITS, SATIN WASHABLE FINISH AT WALLS. 2. GROUT TIGHT GRASPING PINCHING OR TWISTING TO OPERATE, THE FORCE REQUIRED TO ACTIVATE SUCH EQUIPMENT, OTHER THAN SEMI-GLOSS FINISH AT ALL TOILET ROOM WALLS AND CEILINGS. FINISH TO HAVE A MASTER GROUT-1: (AT ALL PT-1 & PT-1 B LOCATIONS) LATICRETE, TBD, EPDXY, NON-SANDED. EXTERIOR DOORS, SHALL BE NO GREATER THAN 5 POUNDS-FORCE. PAINTER INDEX OF 3 WITH A GOOD SCRUB RATING AND SHEEN AT 15%-25%AT 60 DEGREES. GROUT-2: (AT ALL PT-2 LOCATIONS) LATICRETE, TBD, EPDXY, NON-SANDED. 5 H O R E 5 T E 1 N 09300 TILE 1. INSTALL TILE ACCORDING TO MANUFACTURER'S RECOMMENDED INSTRUCTIONS. SECTION 09 65 00- RESILIENT FLOORING 2. INSTALL TILE IN ACCORDANCE WITH CURRENT TCA HANDBOOK GUILDLINES AND DETAILS. 1. RUBBER BASE METHOD F122 FOR FLOORS IN ALL LOCATIONS. RB-1: TBD, SIZE: 4" HIGH. PROFILE TO BE FLAT AT ALL CARPET TILE LOCATIONS AND COVED 1 1 NOTES: AT ALL RESILIENT FLOORING LOCATIONS.ASSUME BUILDING STANDARD. ------- A. ALL DOORS ARE 3. CONTRACTOR TO CONFIRM GROUT SPECIFICATION IS APPROPRIATE FOR EACH AREA OF Project SOLID WOOD CORE, WORK. REFER TO SCHEDULE OF INTERIOR FINISHES. 2. LVP FLOORING VACANCY SPACE FLUSH DOORS UNLESS 4. GROUT JOINT REQUESTED IS 1/16". CONFIRM MANUFACTURER RECOMMENDED GROUT NOTED OTHERWISE. LVP-1: TBD. ASSUME BUILDING STANDARD. PREP JOINT SIZE, NOTIFY PROPERTY MANAGER OF ANY DISCREPANCIES PRIOR TO WORK. 5. APPLY TILE AND GROUT SEALER AS RECOMMENDED BY MANUFACTURER. 3. TRANSITION STRIP LANDLORD 6. CONTRACTOR TO COORDINATE PRE-INSTALLATION MEETING ON SITE WITH ARCHITECT TS-1: (AT ALL EXPOSED TILE EDGES) SCHLUTER SCHINE PROFILE, STAINLESS STEEL, SIZE AS IMPROVEMENT AND TILE INSTALLER FOR FINAL LAYOUT REVIEW PRIOR TO INSTALLATION. RECOMMENDED BY MANUFACTURER TS-2: (AT ALL CPT TO LVP TRANSITIONS) FUTURA METAL, LVT NO-LIP RAMP, 402021,e" (3MM 4 LINCOLN 7. PROVIDE SCHLUTER TRANSITION STRIP WHERE TILE TRANSITIONS TO CARPET. INSTALL TO 4.5MM), COLOR SILVER 10250 SW GREENBURG RD. TRANSITION STRIP ACCORDING TO MANUFACTURER'S RECOMMENDED INSTRUCTIONS. TIGARD, OREGON 97223 8. CONTRACTOR TO PROVIDE MOCK-UP FOR REVIEW AND APPROVAL OF CARPET TILE, SECTION 09 68 13 -CARPET TILE PORCELAIN TILE AND SCHLUTER TRANSITION PRIOR TO INSTALLATION. 1. CARPET A��y CPT-1: TBD. ASSUME BUILDING STANDARD.LLJ LU U SECTION 09 90 0- PAINTING AND COATINGS 11 f� 1. INTERIOR PAINT w UL SL 1 , SCHEDULE OF TOILET ACCESSORIES y 5.2 P-1: (FIELD PAINT) SHERWIN WILLIAMS, COLOR TBD. P-2: (ACCENT) SHERWIN WILLIAMS, COLOR TBD. COORDINATE FINAL LOCATION WITH PORTLAN 0 GO SINK-1: KOHLER, CAXTON K-2000, UNDER-MOUNT BATHROOM SINK, COLOR: 0 WHITE l FAUCET: SLOAN, OPTIMA SENSOR FAUCET, 331518367 LANDLORD. r9 O DRAIN: PROFLO, LAVATORY GRID DRAIN, PFGD100 P-3: (DOORS) TO MATCH EXISTING SUITE STANDARD. OF 13P,SOAP: SLOAN, SOAP DISPENSER, ESD-1500-CP 1�� FIN FLR PTD-1: (RECESSED PAPER TOWEL DISPENSER) TORK, SYSTEM: H11, MODEL 461123, STAINLESS I, SEE DOOR � STEEL © MACKENZIE 2021 SCHEDULE ALL RIGHTS RESERVED WR-1: BOBRICK, RECESSED WASTE RECEPTACLE, B-43644 WITH LINERMATE, SATIN FINISH SCHEDULE OF LIGHT FIXTURES THESE DRAWINGS ARE THE PROPERTY OF AMACKENZIE AND ARE NOT TO BE USED FLUSH STAINLESS STEEL OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION W CSD-1: (RECESSED COMBINATION SEAT DISPENSER) BOBRICK, CLASSIC SERIES, B-34745, LF-1: (HANGING LINEAR LED LIGHT FIXTURE) FLUXWERX, VIEW, SQUARE, 20UP/80DN, COLOR: a STAINLESS STEEL FINISH. 3500K, FINISH: CLEAR ANODIZED, 8' LONG, DIMMING s DOOR TYPES NOTE: CONTRACTOR TO ENSURE INSTALLATION DOES NOT CONFLICT WITH NEW ADA GRAB BARS, GB-1, AND IS WITHIN REQUIRED ADA REACH RANGE. LF-2: (RECESSED LED LIGHT FIXTURES) LITHONIA, TBD, SIZE: 4" DIAMETER, COLOR: 3500K 6.1 112„_,'-o" o CSD-2: (RECESSED COMBINATION SEAT DISPENSER WITH SANITARY NAPKIN WASTE) BOBRICK, FOR COMPLETE INSTALLATION RECOMMENDATIONS CONTACT: CLASSIC SERIES, B-35745, STAINLESS STEEL FINISH. ROBBIE KENAGY NOTE: CONTRACTOR TO ENSURE INSTALLATION DOES NOT CONFLICT WITH NEW ADA HARRY L. STERNS GRAB BARS, GB-1,AND IS WITHIN REQUIRED ADA REACH RANGE. 503.201.7690 RKENAGY@H LSTERNS.CO M WC-1: (FLOOR MOUNTED TOILET) TBD, COLOR WHITE. COORDINATE FINAL SPECIFICATION WITH LANDLORD PRIOR TO PROCUREMENT. NOTE: FINAL LIGHT FIXTURE SPECIFICATIONS ARE TBD AND TO BE REVIEWED BY SELECTED VENDOR FLUSH: SLOAN, UPPERCUT, MANUAL FLUSHOMETER, WES 111-1.6/1.1 PRIOR TO PROJECT START. ENSURE ALL NEW FIXTURES HAVE SAME COLOR TEMPERATURE. A/E TO SEAT: PROFLO, COMMERCIAL TOILET SEAT, PFTSCOF2000WH REVIEW LIGHTING SUBMITTAL PRIOR TO PROCUREMENT. NOTE: CONTRACTOR TO ENSURE ADA STALL INSTALLATION HEIGHT MEETS ALL CURRENT ADA CODE REQUIREMENTS. CARPET AS SPECIFIED CARPET AS SPECIFIED GB-1: (GRAB BARS) LANDLORD STANDARD ADA GRAB BARS, CONFIRM FINAL SPECIFICATION SHEET TITLE: WITH LANDLORD PRIOR TO PROCUREMENT,ASSUME BOBRICK TOILET COMPARTMENT SCHEDULES TRANSITION STRIP, GRAB BARS, (36") 6806-36, (42") 6806-42, (18") 6806-18 TS-2 SCHLUTER TRANSITION STRIP, TS-1 AC-1: (AUTOMATIC AIR FRESHENER) TO MATCH LANDLORD STANDARD. COORDINATE FINAL GROUT AS SPECIFIED SPECIFICATION WITH LANDLORD PRIOR TO PROCUREMENT. LUXURY VINYL TILE AS FD-1: (FLOOR DRAIN) JAY R. SMITH MFG. CO., FLOOR DRAIN WITH ADJUSTABLE STRAINER SPECIFIED TILE AS SPECIFIED HEAD, FIGURE NUMBER: 2005. SIZE AND HEAD SHAPE TO MATCH EXISTING. FINAL FINISH TO BE COORDINATED WITH LANDLORD. THIN SET MORTAR BED MI-1: TBD, SIZE: 24"X48". ASSUME BOBRICK FRAMELESS MIRROR OR SIMILAR. EXISTING FLOOR SLAB '<- _ NOTE: ALL SPECIFICATIONS LISTED ABOVE ARE LANDLORD STANDARD. CONTRACTOR TO CONFIRM DRAWN BY: SJR EXISTING FLOOR SLAB ALL FINAL SPECIFICATION MATCH LANDLORD STANDARD AND INFORM A/E OF ANY DISCREPANCIES. d dee ea CHECKED BY: LJC, PDK _e e. ° F4'. a SHEET: e A6 . 10 JOB NO. s CPT TO LVP TRANSITION � 1 o CPT TO PT TRANSITION a 2190953.12 6.1 ,'-o"=,'-o" 6.1 ,'-o"=,'-o" PERMIT SET: 09/24/2021 U F-