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Plans BUP2021 -00270 OD Jaw LOMAS Swd ..1111111111MtJo� oti Ro �y�yJ��11ILLI I1llllIIyy�ll I1lil� OFj\G\g\O �J 11TRIffRY...TT1 1111FI-IT71 O = 1nnn nni ti mti _ \Q\NGO\V u\\ 0ameaam ! HIM II KPD EXPANSION Architecture Interiors o s `��l P` Planning Engineering ° TENANT IMPROVEMENT SITE SUITE 550 03.2'249560 9 10260 G R E E N B U RG R D OF�° _ Vancouver,WA 0 360.695.7879 Seattle,WA REVIEWED FOR CODS COMPLiAMM - 206.749.9993 TIGARDOREGON Approvea 'ti I WWw.mcknze.com STRUCTURED PNGGNG -` .:; +NAR ING ' rmnlit;tk-_ R, ,r, nQ i -,kQQ AL-7n MACKENZIE . __...... I STRUCTURED PARKING • &"s: ,M C Q I n w DESIGN DRIVEN 1 CLIENT FOCUSED SW OGkstrGGt _. �. a B�t� � D1� YH u iY Client k/� —, � n� LL=LZ,al 25' W 1W 2W' VICINITY MAP VALIDITY OF PERMIT S H O R E ST E I N THE ISSUANCE OF A PERMIT P NOT TO SCALE BASED ON CONSTRUCTION DOCUMENTS AND OTHER (I CODE SUMMARY LEGEND INDEX OF DRAWINGS DATA ODEOFOCIALFR M THE CODE OFFICIAL FROM REQUIRING TION -- - LJ - GENERAL OF ERRORS.OSSC 105.4 project S EXIT ACCESS G0.01 PROJECT INFORMATION, VICINITY MAP, CODE SUMMARY PLAN, AND NOTES i „ ENT KPD EXPANSION 1 ® ILLUMINATED EXIT SIGN ARCHITECTURAL ® RIGGERS EXTINGUISHER LOCATION 06,01, A0.01 INTERIOR DETAILS, ADA CLEARANCES, MOUNTING HEIGHTS, ARCHITECTURAL LEGEND, SUITE 550 q � � ABBREVIATIONS, AND NOTES TENANT " NOT IN SCOPE A1.01 PARTIAL FIFTH FLOOR DEMO PLAN, REFLECTED CEILING DEMO PLAN, AND NOTES IMPROVEMENT A1.10 PARTIAL FIFTH FLOOR PLAN, DOOR SCHEDULES, SCHEDULE OF INTERIOR FINISHES, AND NOTES A1.20 REFLECTED CEILING PLAN, ALTERNATE REFLECTED CEILING PLAN, SCHEDULE OF LIGHT FIXTURES, LINCOLN TOWER r\ \ ' .. \ - AREA OF WORK AND NOTES " I u — r A5.20 INTERIOR DETAILS AND DOOR ELEVATIONS 10260 GREENBURG RD �' ACCESSIBLE MEANS OF EGRESS A5.21 CABINETRY ELEVATION AND DETAILS TIGARD, OREGON 7 � - ji�U COMMON PATH OF EGRESS TRAVEL = 41'-10" (100'-0" MAX.) llz J v ' �����` - r g� ® DIAGONAL = 35-4 IN. DISTANCE ALLOWED) (M SCOPE OF WORK a_,,l�'PR �� YD c�DISTANCE BETWEEN EXITS: 39'-9" THE SCOPE OF WORK FOR THE PROJECT INCLUDES INTERIOR TENANT IMPROVEMENTS OF AN S NG: EXISTING TENANT OF APPROXIMATELY 3,866 SQUARE FEET EXPANDING INTO A TOTAL OF APPROXIMATELY 5,523 SQUARE FEET ON THE FIFTH FLOOR OF TWELVE FLOORS TOTAL. WORKTO,- INCLUDE DEMOLITION, NEW WALLS, DOORS, RELITES, CABINETRY, AND FINISHES. EG Sjs VALUATION: $47,000 OF 0 j DESIGN/CODE DATA GOVERNING CODE: 2019 OREGON STRUCTURAL SPECIALTY CODE © MACKENZIE 2021 OCCUPANCY: B ALL RIGHTS RESERVED CONSTRUCTION TYPE: TYPE 1-B THESE DRAWINGS ARE THE PROPERTY OF 2 CODE SUMMARY PLAN TENANT AREA: APPROXIMATELY 5,523 SQUARE FEET MACKENZIE AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, OCCUPANCY LOAD: 37 WITHOUT PRIOR WRITTEN PERMISSION 0.0 5TH FLOOR - NTS 2 REQUIRED EXITS, 2 EXIT PROVIDED. REVISION SCHEDULE BUILDING IS FULLY SPRINKLED AND HAS NFPA SMOKE DETECTION WITH ON SITE EMERGENCY GENERATOR FOR FIRE/LIFE/SAFETY BACKUP POWER. Delta Issued As Issue Date PROJECT GENERAL NOTES SYMBOLS AND REFERENCES SEPARATE PERMIT A. THE DRAWINGS LOCATE PRODUCTS, SURFACES, AND MATERIALS AND THE NOTES CONVEY DESIGN INTENT. THE PROJECT INTENT IS TO PROVIDE FOR A COMPLETE, WORKING SYSTEM. PROJECT NORTH 2019 OSSC SECTION 107.3.4.1 (BY SEPARATE PERMIT) FIRE SPRINKLER B. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE LATEST ADOPTED BUILDING CODE EDITION, AND TO CONDITIONS AND SPECIFICATIONS OF ALL GOVERNING AUTHORITIES. NORTH ARROW TRUE NORTH FIRE ALARM C. VERIFY AND CONFIRM ALL CONDITIONS, DIMENSIONS, AND LAYOUT INFORMATION PRIOR TO START OF CONSTRUCTION. NOTIFY MACKENZIE OF ANY DISCREPANCIES PRIOR TO START OF MECHANICAL FILLED ARROW ELECTRICAL WORK. ANY CORRECTION WORK REQUIRED AS A RESULT OF NOT REPORTING SUCH DISCREPANCIES SHALL BE PERFORMED AT NO ADDITIONAL COST TO THE OWNER. A EXIT ILLUMINATION DETAIL# D. CONTRACTOR AND SUBCONTRACTORS SHALL CAREFULLY EXAMINE THE SITE AND THE CONSTRUCTION DOCUMENTS OF THE ENTIRE WORK. INCONSISTENCIES IN THE PLANS OR INTERIOR ELEVATION KEY MARK 12 NOTE: DESIGN BUILDERS ARE FULLY RESPONSIBLE FOR THE DESIGN OF THESE SYSTEMS/COMPONENTS. SPECIFICATIONS SHALL BE CALLED TO THE ATTENTION OF MACKENZIE. SHEET# THESE SYSTEMS/COMPONENTS SHOWN ON DOCUMENTS ARE SCHEMATIC ONLY: THEY ARE NOT SHEET TITLE: SUB-CATEGORY INTENDED TO REPRESENT FINAL/CODE COMPLIANT DESIGN. PROVIDE DESIGN DOCUMENT SUBMITTAL TO E. REFER TO ELEVATIONS WHERE INDICATED FOR ADDITIONAL INFORMATION. CATEGORY ARCHITECT OF RECORD FOR REVIEW PRIOR TO SUBMITTAL PROJECT R DETAIL REFERENCES SHALL BE APPLIED TO ALL INSTANCES WHERE THE SAME CONDITIONS OCCUR, UNLESS NOTED OTHERWISE. DIVISION # INFORMATION, 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 CONTACTS VICINITY MAP, ACCESS FLOOR. KEYNOTE 01-01 ARCHITECT CONTRACTOR CODE SUMMARY H. DO NOT SCALE DRAWINGS. NOTE # MACKENZIE WALEN CONSTRUCTION PLAN, AND I. CUTTING AND DRILLING OF STRUCTURAL MEMBERS NOT DETAILED REQUIRES THE WRITTEN PERMISSION OF THE STRUCTURAL ENGINEER OF RECORD. SPACE NAME 1515 SE WATER AVE, SUITE 100 20915 SW 105TH AVE NOTES PORTLAND, OR 97214 TUALATIN, OR 97062 J. SAVE AND RECYCLE DEMOLITION DEBRIS AS APPLICABLE. ALL DEMOLISHED OR REMOVED EXISTING MATERIAL SHALL BE LEGALLY DISPOSED. COORDINATE WITH CITY OF TIGARD OFFIC SPACE # ROOM/SPACE IDENTIFICATION Ek CONTACT: LINDSEY CARPENTER CONTACT: DONN STURDIVANT DRAWN BY: HYH REQUIREMENTS FOR RECYCLING/RE-USE OF DEMOLITION DEBRIS. FLOOR FINISH TEL: 503.224.9560 TEL: 503.692.9002 WALL BASE FINISH FAX: 503.228.1285 EMAIL: DSTURDIVANT@WALENGC.COM 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 EMAIL: LCARPENTER@mcknze.com CCB: 223805 CHECKED BY: LJC, PDK WALL FINISH MATERIALS, BOTH DURING CONSTRUCTION AND UPON COMPLETION OF THE PROJECT, INCLUDING THE INSIDE OF ALL WINDOWS AS NECESSARY SO THAT THE SPACE IS READY FOR SHEET: OCCUPANCY BY TENANT. DOOR SYMBOL NUMBER 101A LANDLORD L. ALL DESIGN-BUILD ITEMS, SYSTEMS, AND ELEMENTS ARE TO BE SUBMITTED FOR REVIEW AND APPROVED BY MACKENZIE. SHORENSTEIN REALTY SERVICES AppProvrovedd TIGARD G0m01 by PlanningM. 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 5335 MEADOWS ROAD, SUITE 275 Date: t LAKE OSWEGO, OREGON 97035 COORDINATE WITH THE OWNER. Initials. CONTACT: ROB FABIAN TEL: 503.412.4844 JOB NO 2190954.29 EMAIL: RFABIAN@SHORENSTEIN.COM PERMIT SET: 10/28/2021 '219095429'C:\TEMP\ACPUBLISH 15896\29 G0.01.DWG HYH 10/27/21 10:11 1:96.00 ARCHITECTURAL LEGEND ARCHITECTURAL GENERAL NOTES A. OVERALL FLOOR PLANS ARE INTENDED TO IDENTIFY ENTIRE FLOOR AREA. SEE INDIVIDUAL AREA EXISTING CONSTRUCTION TO BE DEMOLISHED PLANS FOR SPECIFIC DIMENSIONS, DETAILING, PARTITION TYPES, AND ADDITIONAL INFORMATION. FB._ B. OUTLETS INDICATED ARE EXISTING UNLESS NOTED OTHERWISE. SITE VERIFICATION HAS BEEN Z Z = o EXISTING WALL TO REMAIN O tr i � Z — — — PERFORMED AT AREA OF WORK AT EXISTING AND EXPANSION AREA (ON 10/22/2021, WHILE maw I I EXISTING 1-HOUR RATED WALL TO REMAIN OCCUPIED AT EXISTING SUITE AND VACANT AT EXPANSION AREA) AND PLAN, ELECTRICAL AND IAN o �r : 36" MIN n z m N � 0 22" 12'' 12' CEILING INFORMATION HAS BEEN UPDATED (OBSERVATION IS LIMITED TO VISIBLE/ACCESSIBLE Architecture , Interiors 42" MAr d ® EXISTING 2-HOUR RATED WALL TO REMAIN d m �¢J F BOTH LATCH F BOTH LATCH AREAS). CONTRACTOR TO FIELD VERIFY AND CONFIRM ADDITIONAL REQUIREMENTS WITH TENANT. Planning Engineering v-J AND CLOSER AND CLOSER o EXISTING DEMISING TO REMAIN C. ALL PARTITIONS TO BE [TYPE A] UNLESS OTHERWISE NOTED. ROOMS ARE TO RECEIVE THE SAME g gmg PULL SIDE PUSH SIDE PUSH SIDE o NEW 1-HOUR RATED WALL, SEE 4/A5.20 WALL TYPE UNLESS NOTED OTHERWISE. D. ALL WALLS ARE TO UNDERSIDE OF CEILING GRID UNLESS OTHERWISE NOTED. ® NEW DEMISING WALL, SEE 5/A5.20 E. REFERENCE DOOR SCHEDULE FOR DOOR TYPE DESIGNATION AND ADDITIONAL INFORMATION. HINGE SIDE APPROACH -SWINGING DOORS ® NEW WALL TO UNDERSIDE OF CEILING, SEE 3/A5.20 Portland, OR F. SEE CODE ANALYSIS PLANS FOR FIRE EXTINGUISHER LOCATIONS. 503.224.9560 — — — 7 G. FURNITURE AND EQUIPMENT BY OTHERS, SHOWN FOR REFERENCE ONLY. Vancouver, WA 360.695.7879 US H. CONTRACTOR TO COORDINATE WALL MOUNTED FURNITURE, INCLUDING BUT NOT LIMITED TO, oo iw oCABINETRY, PROJECTION SCREENS, WHITE BOARDS, TELEVISIONS, ETC. AND PROVIDE NECESSARY Seattle, WA -.10 o Z 206.79.9993 US 24" U5 I 18" BLOCKING AS REQUIRED. `t MIN 24 MIN I. ALL RELITES ARE TO MATCH BUILDING STANDARD, UNLESS NOTED OTHERWISE. www.mcknze.com CL a I cc o J. ALL DIMENSIONS TO FACE OF WALL, CENTERLINE OF COLUMN, UNLESS OTHERWISE NOTED.ALIGN MACKENZIE. PUSH SIDE m FINISHES WHERE INDICATED. DESIGN DRIVEN , CLIENT FOCUSED PULL SIDE PULL SIDE Ld K. WALL THICKNESSES ARE NOMINAL UNLESS OTHERWISE NOTED. Client w U z L. DIMENSIONS MARKED "CLR"ARE FROM FINISH SURFACE TO FINISH SURFACE. DIMENSIONS WITH L < LATCH SIDE APPROACH -SWINGING DOORS FRONT APPROACH - SWINGING DOORS THIS MARK TAKE PRIORITY OVER ADJACENT DIMENSIONS. DIMENSIONS ADJACENT TO LATCH SIDE w OF DOORS INDICATE REQUIRED CLEARANCES BETWEEN CLEAR DOOR OPENING AND ADJACENT U FINISH. S H O R ! S T C I N 1 ACCESSIBLE DOOR CLEARANCES o M. ALL DIMENSIONS SHOWN AS PLUS/MINUS (+/-) ARE FOR GENERAL LAYOUT AND REFERENCE ONLY. N. DOORS NOT DIMENSIONED ARE TO BE LOCATED 4" FROM FACE OF WALL TO OUTSIDE EDGE OF O.O ,/4,.=, -0" o JAMB. ABBREVIATIONS 0. ELECTRICAL/DATA OUTLETS SHOWN FOR REFERENCE ONLY. SEE ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION/DESIGN-BUILD ELECTRICIAN TO CONFIRM ALL LOCATIONS AND REQUIREMENTS PRIOR TO START OF CONSTRUCTION. Project @ AT LVP LUXURY VINYL PLANK P. ALL ELECTRICAL OUTLETS TO MATCH BUILDING STANDARD, UNLESS NOTED OTHERWISE. KPD EXPANSION A/E ARCHITECT/ENGINEER MDF MEDIUM DENSITY FIBERBOARD Q. COORDINATE AND REFER TO MECHANICAL AND ELECTRICAL DISCIPLINES FOR SPECIFIC SUITE 550 ADA AMERICANS WITH DISABILITIES MEP MECHANICAL, ELECTRICAL, INFORMATION, LOCATIONS, DIMENSIONS, CONNECTIONS, AND PENETRATIONS. TENANT ACT PLUMBING f AFF ABOVE FINISH FLOOR MIN MINIMUM R. SEE MEP DRAWINGS FOR ADDITIONAL INFORMATION. IMPROVEMENT ALT ALTERNATE NFPA NATIONAL FIRE PROTECTION S. ALL RATED CONSTRUCTION ASSEMBLIES EXTEND FROM FLOOR STRUCTURE TO UNDERSIDE OF LINCOLN TOWER BATT BATTEN INSULATION AGENCY STRUCTURE AND DECKING ABOVE UNLESS OTHERWISE NOTED. 10260 GREENBURG RD 6"11 4- CENTERLINE NIC NOT IN CONTRACT T. PROVIDE TYPE 'X' GYPSUM BOARD AT ALL FIRE RATED WALLS AND PARTITIONS. SEE CODE SUMMARY TIGARD, OREGON CPT CARPET NTS NOT TO SCALE DRAWINGS AND FLOOR PLANS FOR SCOPE OF FIRE RATED WALLS. DIM DIMENSION OC ON CENTER U. ALL PENETRATIONS AND VOIDS THROUGH FIRE-RATED ASSEMBLIES TO BE FIRE STOPPED WITH ^ T OS OCCUPANCY SENSOR APPROVED MATERIALS. r C LU LU O EX EA ACHING OSSC OREGON STRUCTURAL SPECIALTY V. PROVIDE FIRE BLOCKING AS REQUIRED. PAUL S N�f�j Ld Z CODE ¢ 0 EQ EQUAL P PAINT W. PATCH AND REPAIR EXISTING CONDITIONS DAMAGED BY NEW WORK TO NEW CONDITION. a ETC ETCETERA X. ALL EXISTING BUILDING ELEMENTS TO REMAIN UNLESS NOTED OTHERWISE. • U w lz coa- RB RUBBER BASE —fl O FEC FIRE EXTINGUISHER CABINET REF REFERENCE/REFRIGERATOR Y. EXISTING STRUCTURE TO BE LEFT UNDISTURBED AND INTACT. PERFORM NO DEMOLITION THAT MAY r' EG �1 UJ Ld FF FACTORY FINISH/FINISHED FACE 3 U in m Y V) 1 W S STAIN COMPROMISE THE STRUCTURAL INTEGRITY OF THE BUILDING. 9 U) U 2 m - FIN FINISH(ED) OF U) \ O 0 - F o 0 o SAT SUSPENDED ACOUSTICAL TILE Z. 100% SPRINKLERS TO BE MAINTAINED THROUGHOUT IN ACCORDANCE WITH THE LATEST ADDITION F v U FL FLUSH OF NFPA 13. SC SOLID CORE WOOD ¢ cN �p I LO wm FLR FLOOR I I -cc) J w SIM SIMILAR AA. RE-USE ALL DEMOLISHED COMPONENTS (DOORS, WINDOWS, LIGHTS, ETC) WHERE POSSIBLE. © MACKENZIE 2021 i7 f 1 <t HMK HOLLOW METAL KNOCKDOWN ALL RIGHTS RESERVED TEMP TEMPERATURE/TEMPORARY SERVICE OR REPAIR TO PROVIDE "LIKE NEW" OPERATION AND APPEARANCE. THESE DRAWINGS ARE THE PROPERTY OF U) HVAC HEATING, VENTILATION AND AIR MACKENZIE AND ARE NOT TO BE USED = CONDITIONING TYP TYPICAL AB. SALVAGE ALL DEMOLISHED COMPONENTS AS POSSIBLE. RETURN TO OWNER FOR FUTURE USE. OR REPRODUCED IN ANY MANNER, U, VOC VOLATILE ORGANIC COMPOUNDS WITHOUT PRIOR WRITTEN PERMISSION Z LED LIGHT EMITTING DIODE AC. REMOVE EXISTING FLOORING AT AREAS OF WORK ONLY. PATCH, REPAIR AND PREP SUBSTRATE AS L LIGHT FIXTURE W/ WITH REQUIRED TO RECEIVE NEW FINISHES. AD. RETAIN EXISTING FIRE EXTINGUISHERS FOR FUTURE USE. REVISION SCHEDULE 2 TYP. MOUNTING HEIGHTS Delta Issued As Issue Date SHEET TITLE: INTERIOR DETAILS, ADA CLEARANCES, MOUNTING HEIGHTS, ARCHITECTURAL LEGEND, ABBREVIATIONS, AND NOTES DRAWN BY: HYH CHECKED BY: LJC, PDK SHEET: A0 . 01 JOB NO. 2190954.29 PERMIT SET: 10/28/2021 `219095429'C:\TEMPWCPUBLISH 15896\29 A0.01.DWG HYH 10/27/21 10:11 1:96.00 } GENERAL PLAN NOTES ■ +11 N } T N COMMON NOTES: Architecture Interiors ° A. SEE ARCHITECTURAL GENERAL NOTES ON A0.01 FOR ADDITIONAL INFORMATION Planning = Engineering ° B. SEE A0.01 FOR WALL TYPES. C. RELOCATE EXISTING LIGHT FIXTURES FOR RE-USE AT EXPANSION SPACE. SEE A1.20 FOR NEW F Ff PRELIMINARY LAYOUT. +sTti� sTtic Portland, OR 503.224.9560 Vancouver, WA uS' c4 360.695.7879 Seattle,x +9tiSiO ® Wxi 9�S�O 206.749.9 93 ti / www.mcknze.com ° ° 1 1 w T -------- -------- ---;-- M AC K E N Z I E R DESIGN DRIVEN 1 CLIENT FOCUSED Client N + II -. KEYNOTES, �.� �...� — ----' ------- r----------- —';'1. + ,1, ° -- -- --- „ S H O R E S T E I N 1 s--e ....* f F•;. ---- 02-01 RELOCATE EXISTING DOOR, FRAME AND RECITE. SEE A1.10 FOR LOCATION. Tr' 7MF 2,6• +as W. # ' 02-01 02-01 ----------- wn ! ill 1 -� 777 Project� . a-----+-----;-- -}- '•.-- --- ----- - - - --- EXPANSION t-- T +.�,«� ---------------;-----�-_------- -----=-- ---� - ----- ---- ----- SUITE 550 i w•--. - - - - LEGEND ENT TENANT IMPROVEM +�+ y _� x - • 1 f -f 1 - }- -< LINCOLN TOWER - ------•--- --------- U RG a EXISTING CONSTRUCTION TO BE DEMOLISHED 10260 GREENS RD i -j- DEMOLISHED OR RELOCATED 2X4 LIGHT FIXTURE i I4+eY ; .f ;T - ' -" - " DEMOLISHED RECESSED LIGHT FIXTURE �L. i ---- � -----�-, - DEMOLISHED r WALL WASHER AUL SL NG t ?' - T EXISTING SUPPLY/RETURN VENT TO BE RELOCATED 4- .__1______—__ , }___ T (4 EXISTING EXIT SIGN TO BE RELOCATED P R LA EG EXISTING FIRE STROBE TO BE RELOCATED 9 , OF og © Z ALL RIGHTS PARTIAL FIFTH FLOOR DEMO PLAN 2 REFLECTED CEILING DEMO PLAN THESE DRAWINGS ARE THE PROPERTY OF MACKENZIE AND ARE NOT TO BE USED 1 .0 1isl,_11.0„ 1 ED IN ANY MANNER, .0 WITHOUT PRIOR WRITTEN PERMISSION REVISION SCHEDULE Delta Issued As Issue Date SHEET TITLE: PARTIAL FIFTH FLOOR DEMO PLAN, REFLECTED CEILING DEMO PLAN, AND NOTES DRAWN BY: HYH CHECKED BY: LJC, PDK SHEET: A1 . 01 JOB NO. 2190954.29 PERMIT SET: 10/28/2021 '219095429'C:\TEMP\ACPUBLISH 15896\29 A1.01.DWG HYH 10/27/21 10:11 1:96.00 OFFICE DOOR SCHEDULE HARDWARE GROUPS Architecture Interiors PEX 02 DOOR DOOR OPENING DOOR FRAME HARDWARE Planning , Engineering X NO. SIZE DETAILS GROUP RATING COMMENTS Ex OFFICE THK TYPE MAIL FINISH MATL FINISH 503 H-1: PASSAGE EXIST 3'-0x8'-8" EXISTING DOOR - LATCHSET. F75 GRADE 1, tEx F Ex Ex +sT 506A 3'-0x8'-8" EXISTING DOOR 2,5 BUTTS, SEAL, STOPS i IXlsr OPEN 508A 31-0x8'-8" 13/4" FL SC S HMK FF 10A/A5.20 H-1 Portland, OR OFFICE OFFICE 509A 3'-0x8'-8" EXISTING DOOR 3 503.224.9560 501 EXIST =EX Vancouver, WA 511A 3'-0x8'-8" EXISTING DOOR 2,5 EX � SCHEDULE OF INTERIOR FINISHES 3Seattl , WA�P-1�-1 EXIST +A 512A 3'-0x8'-8" 1-3/4" FUR SC S HMK P 10B/A5.20 H-1 - 4 Seattle, WA pL 513A 3'-0x8'-6" EXISTING DOOR 1 206.749.9993 OFFICE PL-1: (CABINET FACES) TO MATCH EXISTING AT BREAK AT SUITE 550 4 —g PEX 05 514A 3'-0x8'-8" EXISTING DOOR 2,5 WWW.RICI(nZ@.COn1 1 O E I EX GENERAL NOTES PL-2: (COUNTERTOP) TO MATCH EXISTING AT BREAK AT SUITE 550MACKENZIEExlsrT ABBREVIATIONS AA SAT-1: MANUFACTURER; TO MATCH EXISTING AT SUITE 550 DESIGN DRIVEN I CLIENT FOCUSED Cvr LVr BREAK CP A. ALL DOORS/CLOSURES TO BE CHECKED, ADJUSTED, AND/OR REPLACED TO BE IN COMPLIANCE WITH ADA. 1 CE OFFICE B. ALL SECONDARY DOORS TO HAVE DEADBOLTS REMOVED, INSTALL COVERPLATES OR CHANGE DOORS AS AVAILABLE. EX EXISTING RB-1: TO MATCH EXISTING AT SUITE 550 Client 5.21 N LvrB 01-01 506A g C. ALL DOORS, FRAMES AND HARDWARE TO MATCH TENANT BUILDING STANDARDS. FF FACTORY FINISH tD. VERIFY DOOR HEIGHT DIMENSIONS. APPROXIMATE MEASUREMENTS BASED ON FIELD OBSERVATION. FL FLUSH LVT-1: BUILDING STANDARD, TBD ALT P-t B-1 01-01 FUR FLUSH WITH ADJACENT RELITE -t E. NEW DOORS MAY BE PULLED FROM EXISTING BUILDING INVENTORY OR RELOCATED WITHIN SUITE WHERE POSSIBLE. _ EXIST 08-02 F. DOOR OPENING HARDWARE SHALL BE CENTERED BETWEEN 36"TO 38"ABOVE THE FLOOR. PANIC HARDWARE SHALL BE HMK HOLLOW METAL KNOCKDOWN CPT-1: TO MATCH EXISTING AT SUITE 550 06 01 w• ORT BETWEEN 36"TO 42". P PAINT s H 0 R E S T E I N 01-01 OPEN G. MAINTAIN MINIMUM CLEAR WIDTH AT STRICK SIDE 18"AT PULL SIDE, 12"AT PUSH SIDE. S STAIN TS-1: TRANSITION BETWEEN CPT AND LVP ONLY: FUTURA METAL, LVT NO-LIP RAMP, 402021, OFFICE _ H. MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED THE FOLLOWING: SC SOLID CORE WOOD 509A 01-01 wcOpT-t I EXTERIOR DOORS 8.5 LBS 8" (3MM TO 4.5MM), COLOR SILVER INTERIOR DOORS 5 LBS OFFICE OFFICE P-t e-1 01-03 FIRE DOORS 15 LBS P-1: (GENERAL PAINT) TO MATCH EXISTING AT SUITE 550 STORAGE 511 M12 I. EXIT DOORS SHALL BE OPERABLE FROM INSIDE WITHOUT THE USE OF A KEY, SPECIAL EFFORT OR SPECIAL KNOWLEDGE. NO 509 CPT-1 01-01 LATCH OR LOCKING DEVICE EXCEPT PANIC HARDWARE PERMITTED. MDF-1: TO MATCH BUILDING STANDARD MDF BASE AT CORRIDOR Lvr-1 P-1 B-1 J. DOOR OPENING HARDWARE SHALL BE OPERABLE WITH A SINGLE EFFORT AND SHALL NOT REQUIRE TIGHT GRASPING OR Project 01.01 P-1 B-1 01-01 TWISTING OF THE WRIST. PAINT NOTE: EGGSHELL WASHABLE FINISH AT CEILING AND SOFFITS, SATIN WASHABLE KPD EXPANSION A s11A sten K. EXIT DOORS SHALL NOT BE LESS THAN T-0" IN WIDTH AND 6'-8" IN HEIGHT. PROJECTIONS, INCLUDING PANIC HARDWARE, SHALL FINISH AT WALLS. FINISH TO HAVE A MASTER PAINTER INDEX OF 3 WITH A GOOD SUITE 550 NOT REDUCE THE OPENING TO LESS THAN 32"CLEAR WIDTH. SCRUB RATING AND SHEEN AT 15%-25%AT 60 DEGREES. 02-02 CORRIDOR oa-o2 OPEN 08-01 L. ALL GLAZING IN DOORS, ALL GLAZING LESS THAN 18" FROM FINISHED FLOOR, AND GLAZING WITHIN 24" OF DOORS AND LESS TENANT 510 OFFICE THAN 60" FROM FINISH FLOOR SHALL COMPLY WITH ALL LOCAL BUILDING CODE REQUIREMENTS FOR SAFETY GLAZING. (USE 1/2" Ex 513A 513 TEMPERED GLASS MINIMUM, UNO.) IMPROVEMENT air' M. HANDLES, PULLS, LATCHES, LOCKS, AND OTHER OPERATING DEVICES ON DOORS, CABINETS, PLUMBING FIXTURES AND UTILITY CPT-1 LINCOLN TOWER P-1 B-t 01-03 FACILITIES SHALL HAVE LEVER OR OTHER SHAPE PERMITTING OPERATION BY WRIST OR ARM PRESSURE AND NOT REQUIRING TIGHT GRASPING PINCHING OR TWISTING TO OPERATE, THE FORCE REQUIRED TO ACTIVATE SUCH EQUIPMENT, OTHER THAN 10260 GREENBURG RD m EXTERIOR DOORS, SHALL BE NO GREATER THAN 5 POUNDS-FORCE. TIGARD, OREGON I 08-02 QF➢ BF OFFICEN54 COMMENTS ��"` IVC�r 01-02 s14A 1. EXISTING DOOR AT EXISTING RATED CORRIDOR ~ PAUL SL NG 2. RELOCATED EXISTING DOOR. PAINT FRAME TO MATCH ADJACENT WALL COLOR. C 3. REMOVE EXISTING CLOSER AND KEY PAD. ADJUST EXISTING DOOR HARDWARE AS REQUIRED. 01-03 4. PAINT DOOR FRAME TO MATCH ADJACENT WALL COLOR. • 5. PROVIDE ALTERNATE PRICING FOR NEW NON-INTEGRATED DOOR, FRAME AND RELITE TO MATCH EXISTING SUITE 550 P R LA EG ,per STANDARD IN LIEU OF RE-USING EXISTING DOOR, FRAME AND RELITE, SEE 10C/A5.20. �9 0 OF �g C MACKENZIE 2021 ALL RIGHTS RESERVED 1 PARTIAL FIFTH FLOOR PLAN THESE DRAWINGS ARE HE PROPERTY OF N MACKENZIE AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION REVISION SCHEDULE GENERAL PLAN NOTES KEYNOTES LEGEND Delta Issued As Issue Date COMMON NOTES: 01-01 ALIGN NEW WALL WITH EXISTING WALL. o EXISTING WALL TO REMAIN A. SEE ARCHITECTURAL GENERAL NOTES ON A0.01 FOR ADDITIONAL INFORMATION 01-02 CENTER NEW WALL WITH EXISTING COLUMN. B. SEE A0.01 FOR WALL TYPES. 01-03 ALIGN NEW WALL WITH EDGE OF EXISTING COLUMN. ® EXISTING 1-HOUR RATED WALL TO REMAIN 02-02 PATCH AND REPAIR EXISTING CORRIDOR AS NEEDED, MATCH EXISTING FINISHES TO o EXISTING 2-HOUR RATED WALL TO REMAIN C. EXISTING CARPET AND BASE TO REMAIN AT EXISTING SUITE. NEW CARPET AND BASE AT BUILDING STANDARD. EXPANSION AREA AND AREAS AFFECTED BY DEMOLITION TO MATCH EXISTING SUITE 550 06-01 PROVIDE MATCHING P-LAM END PANEL. o EXISTING DEMISING TO REMAIN FINISHES UNLESS NOTED OTHERWISE. 08-01 NEW 2'-0"±WIDE TEMPERED RELITE TO MATCH TENANT BUILDING STANDARD, SEE DETAIL 10B/A5.20. NEW 1-HOUR RATED WALL D. PATCH AND REPAIR ALL EXISTING WALLS WHERE AFFECTED BY NEW WORK. 08-02 RELOCATED EXISTING DOOR, FRAME AND ADJACENT 2'-0"W RELITE. E. PAINT ALL WALLS AT EXPANSION AREA AND WALLS/ROOMS AT EXISTING SUITE WHERE ® NEW DEMISING WALL N.. _. — I AFFECTED BY CONSTRUCTION TO MATCH EXISTING. LOW V.O.C. PAINT SYSTEMS TO BE UTILIZED, ® NEW WALL TO UNDERSIDE OF CEILING SHEET TITLE: TO INCLUDE PRIMERS AS WELL AS FINISH PRODUCTS. PARTIAL FIFTH F. ALL WALLS TO BE PAINTED P-1 UNLESS OTHERWISE NOTED. EXISTING DUPLEX OUTLET FLOOR PLAN, DOOR G. CENTER FLOORING TRANSITIONS AT CENTER OF DOOR JAMBS, UNLESS OTHERWISE NOTED. EXISTING QUADPLEX OUTLET SCHEDULES, H. PROVIDE VINYL REDUCER AT ALL FLOORING MATERIAL TRANSITIONS, UNLESS OTHERWISE EXISTING DATA/PHONE ROUGH IN LOCATION SCHEDULE OF NOTED. ALTERNATE UPGRADES INTERIOR FINISHES, • EXISTING COVERPLATE AND NOTES I. INSTALL CARPET INSETS AT ALL ELECTRICAL FLOOR BOX LOCATIONS, CARPET TO MATCH EXISTING FLUSH FLOOR POWER AND DATA LOCATION ADJACENT FLOORING MATERIAL. AA NEW UPPER AND LOWER CABINETRY AT EXISTING PLUMBING LOCATION WITH NEW ADA DISHWASHER. IT IS ASSUMED THAT THE EXISTING DISHWASHER DOES NOT MEET ADA HEIGHT OT EXISTING THERMOSTAT EXISTING LIGHT SWITCH DRAWN BY: HYH NEW DUPLEX OUTLET CHECKED BY: WC, PDK NEW QUADRUPLEX OUTLET SHEET: A NEW VOICE/DATA ROUGH IN LOCATION $Ds NEW LIGHT SWITCH WITH OCCUPANCY SENSOR A1m10 JOB NO. 2190954.29 PERMIT SET: 10/28/2021 219095429\DRAWINGS\ARCHITECTURAL\29 A1.10.DWG HYH 10/27/21 09:44 1:96.00 Architecture Interiors Planning Engineering FX4 >A zsTtiG sT�C' Portland, OR 503.224.9560 0 D C Vancouver,WA IX 360.695.7879 O 0 9ti O l log+I 206.749.9993 Seattle, WA /` s/O'Y O1 www.mcknze.com MACKENZIE . DESIGN DRIVEN I CLIENT FOCUSED Client 1- S H O R E S T E I N O O O O Project KPD EXPANSION SUITE 550 TENANT m IMPROVEMENT LINCOLN TOWER \\> 10260 GREENBURG RD TIGARD, OREGON L L= LLx=i2 m-m X-=z_wx wml� OPR S NG y EG 70 q OF og ,' © ALACKENZIE 2021 L�RIGHTS RESERVED REFLECTED CEILING PLAN 2 ALTERNATE REFLECTED CEILING PLAN THESE DRAWINGS ARE THE PROPERTY OF MACKENZIE AND ARE NOT TO BE USED 1/8"=V-0" 1 Z 1/8„-1' 0” REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION REVISION SCHEDULE GENERAL PLAN NOTES KEYNOTES LEGEND Delta Issued As Issue Date A. SUSPENDED ACOUSTICAL TILE CEILINGS AT 8'-10"AFF, UNLESS OTHERWISE NOTED. 01-04 ALIGN NEW CEILING GRID WITH EXISTING. EXISTING CEILING GRID B. FOR SEISMIC BRACING OF SUSPENDED CEILING AND INTERSTITIAL EQUIPMENT SEE DETAIL 1/A5.20. NEW SAT CEILING GRID TO MATCH EXISTING AT SUITE 550 H4 C. PROVIDE HOLE FOR PENETRATION THROUGH SUSPENDED ACOUSTICAL TILE FOR ELEMENTS EXISTING 2'1 FIXTURE TO REMAIN. INCLUDING, BUT NOT LIMITED TO, SPRINKLER HEADS, CONDUITS, ETC., OF SUFFICIENT SIZE TO SCHEDULE O F LIGHT FIXTURES ACCOMMODATE ONE (1) INCH OF LATERAL MOVEMENT IN EVERY DIRECTION OF ASSEMBLY ® L-1 NEW OR RELOCATED 2'X4' LIGHT FIXTURE. HATCH INDICATES FIXTURE ON 24-HOUR BATTERY BACK-UP. PENETRATING CEILING PLANE. PROVIDE ESCUTCHEON TO CONCEAL GAP BETWEEN CEILING TILE AND PENETRATING ELEMENT. L-1: EXISTING LIGHT FIXTURE AT EXPANSION SUITE TO BE RELOCATED o L-2 NEW RECESSED LIGHT FIXTURE TO MATCH BUILDING STANDARD D. CENTER ALL DOWN LIGHTS, FIRE SPRINKLER HEADS, SMOKE DETECTORS AND ALL OTHER L_3 {ALTERNATE} NEW UPGRADED 2'x4'LED LIGHT FIXTURE WITH DIMMER, HATCH INDICATES SHEET TITLE: L-2: NEW BUILDING STANDARD RECESSED CAN LIGHT CEILING PENETRATIONS IN CENTER OF 2X2 TILE, UNLESS OTHERWISE NOTED. ® FIXTURE ON 24-HOUR BATTERY BACK-UP REFLECTED CEILING E. LIGHTING FIXTURES AND LAYOUT SHOWN FOR PRELIMINARY DESIGN INTENT ONLY. L-3: {ALTERNATE} LITHONIA, 2ALL4 2'1 LIGHT FIXTURE WITH DIMMERS Q EXISTING FIRE STROBE LOCATION PLAN, ALTERNATE DESIGN-BUILD ELECTRICIAN, MECHANICAL DESIGNER RESPONSIBLE FOR FINAL LAYOUT AND O EXISTING CEILING MOUNTED SMOKE DETECTOR REFLECTED CEILING CONFIRMATION OF COMPLIANCE WITH OREGON ENERGY CODE. PLAN, SCHEDULE F. REPLACE DAMAGED AND SOILED CEILING TILES WHERE AFFECTED BY CONSTRUCTION TO S� EXISTING CEILING MOUNTED SPEAKER OF LIGHT FIXTURES, MATCH EXISTING. © EXISTING WIFI ROUTER AND NOTES G. {ALTERNATE} PROVIDE NEW UPGRADED LED LIGHT FIXTURES AT EXISTING CEILING GRID EXISTING SPRINKLER HEAD " THROUGHOUT EXISTING SUITE AND AT NEW CEILING GRID AT EXPANSION SPACE. ® EXISTING EXIT SIGN DRAWN BY: HYH ® NEW EXIT SIGN PROPOSED EGRESS LIGHTING PATH, 1 FOOTCANDLE TO BE CONFIRMED THROUGH SEPARATE CHECKED BY: LJC, PDK PERMIT SHEET: Al m20 JOB NO. 2190954.29 PERMIT SET: 10/28/2021 219095429\DRAWINGS\ARCHITECTURAL\29 A1.20.DWG HYH 10/27/21 09:45 1:96.00 FLOOR OR ROOF STRUCTURE 33 MIL 3-1/2" METAL FIRE SAFING AT RATED POP RIVET RUNNER TO WALL ANGLE AT 2 ADJACENT WALLS, FASTEN CLOSURE ANGLE W/ STUD BRACING TO FLOOR WALLS BETWEEN FLUTES, #6 SCREWS DIRECTLY TO WALL FRAMING OR PROVIDE STRUT STABILIZER BAR BETWEEN STRUCTURE AT 8'-0" OC NO FIRE SAFING ALL MEMBERS AT PERIMETER SERC 2WALL ANGLE WITH (2) #8 SHEET REQUIRED AT DEMISING, CLIP 8" MAX. METAL SCREWS AT EACH v p NON-RATED WALLS ADDITIONAL#12 WIRE SUPPORT AT ALL MEMBERS WITHIN 8"OF PERIMETER ° v END. BRACING TO BE � ° METAL DECK PROVIDED WHERE ■ LATERAL BRACING WITH APPROVED VERTICAL COMPRESSION STRUT AT 12'-0"OC EA WAYo ° MAIN RUNNER \ / DISTANCE BETWEEN PERPENDICULAR I CONTINUOUS 18 GAUGE COUNTERSLOPE HANGERS IF MORE THAN 1:6 OUT OF PLUMB © o INTERSECTING WALLS OR iM METAL PLATE FASTENED Architecture ■ Interiors HORIZONTAL BRACING 5/8" TYPE 'X' 1„ TO DECK @ 2'-0" O.C., 2" 4 BETWEEN WALLS EXCEEDS GYPSUM BOARD z STAGGERED Planning ■ Engineering 4 0 _ 8'-0" OC EACH SIDE WITH MIN FIREDAM SPRAY OR FIRE °. 3" SOUND ATTENUATION 1" TYPE 'S SAFING SEALANT EACH OO "ATTACHED X04 BATT. 4'-0" CENTERED ON DRYWALL SCREWS SIDE OF TRACK WALL! °, WALL WHERE NOTED. 8" O.C. AT SUSPENDED VERTICAL JOINTS DEFLECTION HEAD WITH `4 q SECURE ALL HANGERS TO BLDG a CEILING CUT TILE FOR TIGHT FIT AND 12" O.C. AT 1/2" DEFLECTION SPACE Portland, OR STRUCTURE. TRAPEZE DUCT WORK AT WALLS FLOOR AND (DO NOT FASTEN STUDS 503.224.9560 AND OTHER LARGE OBSTRUCTIONS A CELNO®CIE AT WALL NT GYPSUM BOARD OR GYPSUM BOARD TO Vancouver, WA NOTE: FOR UNATTACHED WALLS PROVIDE A 3/4"GAP CASING BEAD USG 200-A INTERMEDIATE RUNNER \ EACH SIDE STUDS (GAUGE ) 360.695.7879 AKIBETWEEN EDGE OF ANGLE AND CLIP--DO NOT FILE NO. WP SOUND ATTENUATION Seattle, WA 8 CROSS RUNNERS FIT BETWEEN MAIN RUNNERS SCREW BERC 2 CLIP TO TRACK 1200) INSULATION AS OCCURS 206.749.9993 MAIN RUNNERS AT 4'-0"OC SUPPORT WITH#12WIREAT4'-0"OC ORMTH#10 SOUND ATTENUATION BOTTOM TRACK TO FINISH wwW.mcknze.com 6'-Om MAX WIREAT5'-T OC EA WAY METAL STUDS INSULATION PER PLAN FLOOR WITH POWDER TABLE MAX. LENGTH SEE 6/A5.20 FOR 20 GAUGE DRIVEN ANCHORS AT LATERALLY BRACE MAIN RUNNER TO STRUCTURE AT 12-0OC EA WAY. BEGIN BOTTOM TRACK TO FINISH x3 1/2" METAL 4'-0" o.c. M AC K E N Z I E. BRACING WITHIN 6'-0"OF PERIMETER AND 2" FROM CROSS MEMBER IN AREAS 1/2" DIA CONDUIT (EMT) 5'-10" N SIZE AND SPACING FLOOR WITH POWDER STUDS ® 2'-0" GREATER THAN 1,000 SF m x DRIVEN ANCHORS AT O.C, UNLESS DESIGN DRIVEN 1 CLIENT FOCUSED 3/4" DIA CONDUIT(EMT) 7'-8" o 4'-0" O.C. NOTED CONTINUOUS ACOUSTIC Client V DIA CONDUIT(EMT) 9'-9" ¢O SEALANT EACH SIDE NOTE: ALL GRID MEMBERS AND CONNECTION DEVICES TO BE OF AN APPROVED TYPE AND HAVE A 180# OTHERWISE SGL 1628125-33 MTL STUD 1-5/8"X20GA 12'-0" u N CONTINUOUS ACOUSTIC AGAINST TRACK NO CAPACITY. ALL LATERAL BRACING WIRES TO HAVE A 200#CAPACITY. SUSPENDED CEILING BRACING TO BACK TO BACK 1625125-33 MTL STUDS 1-5/8"X20GA 15'-0" w \ SEALANT EACH SIDE SEALANT AT SIMILAR COMPLY WITH ASCE7,ASTMC635,ASTMC636 AND ASTME580 ¢ AGAINST TRACK 1/2" MAX CONDITION SGL250S125-33MTLSTUD 2-1/2"X20GA 13'-6" U D BACK TO BACK 250S125-33 MTL STUDS 2-1/2"X20GA 15'-0" CONCRETE SLAB CONCRETE SLAB = S H o R E s T E i N SUSPENDED CEILING BRACING 3 WALL - TO UNDERSIDE OF GRID 4 1-HOUR WALL 5.2 NOTE: PROVIDE SEISMIC SEPARATION JOINTS IN CEILINGS GREATER 1'0"=1'-0" z 5 2 AT FLOOR AND SUSPENDED CEILING 3"=1'-0" Q 5.2 TO DECK 3"=1'-0" � THA 2,500 SF. PROVIDE HEAVY DUTY GRID SYSTEM. U 3 3 • LINCOLN TOWER STUD SIZE: 2X" ° v 4 EXISTING METAL DECK ° v Project LIMITING WALL HEIGHT TABLE GYPSUM BOARD WALL AS KPD EXPANSION v CONTINUOUS ACOUSTIC NTEFIOR NON $17tIC7URgL NON—COMPOSITE WALLS L/240 ® 5psf OCCURS SUITE 550 SEALANT, EACH SIDE SOUND ATTENUATION BATT —— —— —— DE3ICIATION SPACWG MAX. WALL FKNHT DOUBLE STUD AT JAMB, TENANT 2" DEEP TOP TRACK TO AUR TYPICAL EXISTING STRUCTURE 250S125-18 24" 8'-4" IMPROVEMENT GYPSUM BOARD WALLAS 250S125-18 16" 9'-7" OCCURS LINCOLN TOWER 1/2" DEFLECTION SPACE 250S125-27 24" W-10" — — 10260 GREENBURG RD TIGARD, OREGON 2505125-18 16" 11'-3" 'a MATCH BUILDING 4'-0" WIDE 3" SOUND 362S125-18 24" 13'-5' DOUBLE STUD AT JAMB, STANDARD FRAME ATTENUATION BATT. 362S125-18 16" 14'-4" �C'r WHERE NOTED 3625162-33 16" 16'-5" MATCH aPR 362S162-43 16" 18'-0" FRAMEBUILDING STANDARD S NGSUSPENDED CEILING 600S162-33 16" 24'-6" w ¢ 1/4" TEMPERED RELITE _ AS OCCURS, PROVIDE G GYPSUM BOARD -' EACH SIDE CE�tAMC TLE FACIdG L/360 ® 5psf WALLS ¢ AND BOTTOM Ld "C" CHANNEL AT TOP 9 SOUND ATTENUATION METAL STUDS. INSULATION AS OCCURS OF SEE 6/5.20 FOR DESKMTION 3PACNG MAX WALL IfIC��� SIZE AND 362S125-18 16" 12'-4" IE 2021 SPACING CONTINUOUS ACOUSTIC WALL PER PLAN © ALL RIGHTSZRESERVED SEALANT EACH SIDE 362SI25-33 16" 14'-3" AGAINST TRACKARE THE U) THESE MACKENZ EI AND ARE NOT TO BEPROPERTY ED F OR REPRODUCED IN ANY MANNER, 1/2" MAX WALL TABLES ARE BASED ON WALLS SHEATHED BOTH SIDES FULL HEIGHT WITH y = WITHOUT PRIOR WRITTEN PERMISSION LJ 1/2" GYPSUM BOARD ATTACHED WITH #6 SCREWS MIN. AT 12"-0" O.C. MAX. m =i CONCRETE SLAB w o REVISION SCHEDULE 5 WALL - DEMISING K6WALL HEIGHT TABLE _ DOOR s DOOR W/ SIDELIGHT U) J J ¢ � Delta Issued As Issue Date 5.2 AT FLOOR AND DECK 3"=1'-0" a 5.2 a 5.2 HEAD SIMILAR 3"=1'-0" 0 5.2 HEAD SIMILAR 3"=1'-0" 0 3 3 0 0 NOTES: -71 WALL PER PLAN 7 g 9 A. ALL DOORS ARE 5.2 5.20 SIM 5 20 SIM SOLID WOOD CORE, FLUSH DOORS UNLESS GYPSUM BOARD WALL AS NOTED OTHERWISE. OCCURS DOUBLE STUD AT JAMB, TYPICAL SHEET TITLE: INTERIOR MATCH BUILDING DETAILS AND STANDARD FRAME cc Lu x Ld of Ll KDOOR co m "I 'n ELEVATIONS w vwi 7 \ 8 9 5.2 TEMPERED RECITE \ \ \ z AS OCCURS, PROVIDE AS DRAWN BY: HYH "C" CHANNEL AT TOP J a AND BOTTOM CHECKED BY: WC, PDK LU LWLJ FIN FLR SHEET: SEE DOORSEE DOOR SEE PLAN SEE DOOR SEE PLAN SCHEDULE SCHEDULE SCHEDULE TO MATCH EXISTING " TEMPERED GLASS, A5m2O A FLUSH B DOOR WITH SIDELITE LU 0 DOOR WITH (1) RECITE — ALTERNATE TYPCIAL ~ w s (ALT) DOOR W/ NON-INTEGRATED RELITE 10 DOOR TYPES JOB "0 2190954.29 5.2 HEAD-^R 3"=1 -0 0 5.2 1/2"=1'-0" o PERMIT SET. 10/28/2021 0 0 '219095429'C:\TEMPIACPUBLISH_15896\29_A5.20.DWG HYH 10/27121 10:11 1:t.00 NOTES: 13" CLR. 13" CLR. A. FINISH ENDS,TYP. F. NEW ADA DISHWASHER. IT IS ASSUMED THAT THE EXISTING U.N.O. (2) ADJUSTABLE M2ELAMINE SHELVES MELAMINE SHELVES U.N.O. B. CONFIRM REQUIREMENTS AND SIZES FOR ALL DISHWASHER DOES NOT MEET ADA HEIGHT. EQUIPMENT/APPLIANCE PRIOR TO CONSTRUCTION OF PLASTIC LAMINATE FACE I PLASTIC LAMINATE FACE CABINETRY. PROVIDE NEW STAINLESS STEEL GE#GDT226SSLSS > -_ _ C. ALL CABINET FACES AND DOORS, PL-1. ADA DISHWASHER IF REQUIRED. w TYPICAL W RD WIRE PULL, > D. ALL COUNTERTOPS, EDGES,AND BACKSPLASHES, PL-2. G. SHIM AS REQUIRED. • w STANDARD WIRE PULL, LU E. ALL EXPOSED EDGES AT DOORS AND SHELVING TO BE � W TYPICAL P-LAM TO MATCH ADJACENT VERTICAL SURFACES. n Architecture ■ Interiors Planning ■ Engineering g 4 w LAMINATE 25" TOP COUNTERPLASTIC TOPWI H 4" C� EIUNG 5.2 5.2 w U.N.O. J 25" TOP BACK SPLASH Do w PLASTIC LAMINATE 4" w U.N.O. AUGN /LOWERS cn 1•-5" MAX BACKSPLASH, RETURN AT w SIDE SPLASH WHERE Portland,OR ULI TO FAUCET END WALL CONDITIONS OCCURS 503.224.9560 CONTROLS Vancouver,WA DRAWER PER ELEVATION 360.695.7879 INSULATE EXPOSED REF Seattle,WA PIPES PER ADA CODE I o 206.749.9993 WRAP ALL EXPOSED PIPE N 9 PER CODE (1) ADJUSTABLE NEW DISHWASHERwww.mcknze.com MELAMINE SHELF, NO - - - - - 8" C) ; I DRAWER OR SHELF AT --- _ _ _ _ �, ¢ W SINK LOCATION MACKENZIE. OPEN BELOW PER N U N / I W DESIGN DRIVEN , CLIENT FOCUSED ADA CODE re) U) N U) PLASTIC LAMINATE 2'-0" 2'-9^ (2) EQ 1'-5N I I PLASTIC LAMINATE I I FACE Client FACE RUBBER BASE 6 m OPEN BELOW PER Z CODE VERIFY a 2'-0" 3 cr A B 2'-0„ QI S H O R E S T E I N i ALTERNATE - CABINETRY ENLARGED PLAN / ELEVATION s CABINET SECTION W a CABINET SECTION w 5 1/4"=1'-O" ICU 5• TYPICAL 3/4"=1'-O" (Oro) 5• TYPICAL 3/4"=1'-O" U ® BREAK 508 Project KPD EXPANSION SUITE 550 TENANT IMPROVEMENT LINCOLN TOWER 10260 GREENBURG RD TIGARD, OREGON AUL P R ;1N r 9 , OF C MACKENZIE 2021 ALL RIGHTS RESERVED THESE DRAWINGS ARE THE PROPERTY OF MACKENZIE AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION REVISION SCHEDULE Delta Issued As Issue Date SHEET TITLE: CABINETRY ELEVATION AND DETAILS DRAWN BY: HYH CHECKED BY: WC,PDK SHEET: A5m21 JOB NO. 2190954.29 PERMIT SET: 10/28/2021 219095429\DRAWINGSVIRCHITECTURAL\29_A5.21.DWG HYH 10/27/21 10:10 1:1.00