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BUP2020 -00144 SW Lo °s'St,ae' ARCHITECTURAL LEGEND �� JUN 08 0220 IIIIIIIIIIIIIIIIIIIIIIILJ , O :::a F:::: CITYOFTi aARLD LINCOLN EXISTING CONSTRUCTION TO BE DEMOLISHED BUILDING DIVISi01d ■ • O STRUCTURED� ALIGN FACE OF FINISH WITH FACE OF FINISH Architecture - Interiors o EXISTING WALL TO REMAIN Planning Engineering o �\�� ® EXISTING 1-HOUR RATED WALL TO REMAIN 3 LINCOLN • • L^.\ B 4 LINCOLN b S � o d � EXISTING 2-HOUR RATED WALL TO REMAIN OFFICE COPY �� Q11� a V y� SITE A�T RED ® EXISTING DEMISING TO REMAIN MAXIM CffY Ar., �•TG.'U\l.� cj LOBSTER `",f Jc y 2 LINCOLN _ e�' ® NEW WALL TO UNDERSIDE OF CEILING, SEE 3/A5.20 Portland, OR REV[ ll FOR ( UDli CO1S4l LIANCB �o TENANT IMPROVEMENT 503.224.9560 Approved: ] EXISTING DUPLEX OUTLET Vancouver, WA • R 360,695 7879 OTC: [ ) �'��l�lY�i�� ® R Permit #: rA [� 0011-1y R gym` EXISTINGQUADPLEXOUTLET �pp� 2 LINCOLN SUITE 570 Seattle, WA I LINCOLN ® EXISTING DATA/PHONE ROUGH IN LOCATION R 206.749.9993 Address: I� 11n �sY^Pt Y+ .f G LINCOLN Suite #: _� �ID TOWER rE www.mcknze.com EXISTING COVERPLATE 10220 G R E E N B U R G R D . Date: �a� Gl15TAV � MACKENZIE . By: � � Do EXISTING COVERPLATE TO RECEIVE NEW VOICE/DATA P AZA � 11 OT EXISTING THERMOSTAT DESIGN DRIVEN I CLIENT FOCUSED �D $o $os EXISTING LIGHT SWITCH WITH DIMMER OR OCCUPANCY SENSOR TIGARD , OREGON Client a. NEW DUPLEX OUTLET SW Oak Sireat NEW DEDICATED OUTLET 1 VICINITY MAP ����p NEW VOICE/DATA ROUGH IN LOCATION S H 0 R E S T E 1 N 0,0 NOT TO SCALE gyp NEW FLUSH FLOOR ELECTRICAL AND DATA ROUGH IN LOCATION BF NEW BASE FEED, (1) CIRCUIT PER (4) WORKSTATIONS; CONFIRM FINAL LOCATIONS AND INDEX OF DRAWINGS REQUIREMENTS WITH TENANT AND TENANT'S FURNITURE VENDOR NEW BASE FEED, (2) CIRCUITS; CONFIRM FINAL LOCATIONS AND REQUIREMENTS WITH TENANT GENERAL _ BF AND TENANT'S FURNITURE VENDOR GO.01 TITLE SHEET, SITE PLAN, CODE SUMMARY, LEGEND AND NOTES Project $os NEW LIGHT SWITCH WITH OCCUPANCY SENSOR ARCHITECTURAL MAXIM EXISTING FIRE EXTINGUISHER LOCATION A1.10 PARTIAL DEMOLITION PLAN, PARTIAL FIFTH FLOOR PLAN AND NOTES SUITE 570 VALIDITY OF PERMIT ' n A1.11 DIMENSION PLAN, FINISH PLAN AND NOTES THE ISSUANCE OF A PERMIT FS A1.20 DEMO RCP, REFLECTED CEILING PLAN AND NOTES TENANT EXISTING FIRE STROBE LOCATION A5.20 INTERIOR DETAILS AND ELEVATIONS BASED ON CONSTRUCTION IMPROVEMENT DOCUMENTS AND OTHER EXISTING 2X2 CEILING GRID A6.10 ELEVATIONS AND SCHEDULES EXIT 2 LINCOLN THE CODE ® � SCOPE OF WORK 10220GREENBURGRD. THE CODE OFFICIAL FROM EXISTING SUPPLY/RETURN VENT TO REMAIN REQUIRING THE CORRECTION TIGARD OREGON OF ERRORS. OSSC 105.4 O a ® EXISTING SPEAKER THE SCOPE OF WORK FOR THE PROJECT INCLUDES INTERIOR TENANT IMPROVEMENTS OF ' ® ® APPROXIMATELY 7,790 SQUARE FEET ON THE FIFTH FLOOR OF SIX FLOORS TOTAL. WORK TO INCLUDE ® DEMOLITION, NEW WALLS, DOORS, RELITES AND FINISHES. �j EXISTING OCCUPANCY SENSOR ,QFT) Ake VALUATION OF WORK = $89,000 `w�"''"" "r� ® ® ADA 2X4 LIGHT FIXTURE; HATCH INDICATES FIXTURE ON 24 HOUR BATTERY BACKUP 25%VALUATION FOR UPGRADE = $22,250 E ADA UPGRADE = REMOVAL OF ALL BARRIERS, UPGRADED MISC. HARDWARE AND U K ■ . ® ■ EEI EXISTING 2X4 LIGHT FIXTURE TO BE RELOCATED NEW ADA COMPLIANT CABINETRY ® ® BA KOP RELOCATED 2X4 LIGHT FIXTURE; HATCH INDICATES FIXTURE ON 24 HOUR BATTERY DESIGN/CODE DATA RT D, ® NEW LED WALL WASHER LIGHT FIXTURE GOVERNING CODE: 2019 OREGON STRUCTURAL SPECIALTY CODE ® ® OCCUPANCY: B " 0 0 o NEW BUILDING STANDARD LED CAN LIGHT FIXTURE CONSTRUCTION TYPE: TYPE 1-B TENANT AREA: APPROXIMATELY 7,790 SQUARE FEET I PROPOSED NEW EXIT SIGN LOCATION OCCUPANCY LOAD: 52 C MACKENZIE 2020 O ALL RIGHTS RESERVED r] PROPOSED EGRESS LIGHTING PATH, 1 FOOTCANDLE TO BE CONFIRMED BY ELECTRICAL 2 REQUIRED EXITS, 2 EXITS PROVIDED. THESE DRAWINGS ARE THE PROPERTY OF / 2 CODE SUMMARY PLAN ENGINEER THROUGH SEPARATE PERMIT MACKENZIE AND OR REPRODUCED ENANY NOT TO BE USED MANNER, C BUILDING IS FULLY SPRINKLED AND HAS NFPA SMOKE DETECTION WITH ON SITE EMERGENCY WITHOUT PRIOR WRITTEN PERMISSION 0,0 5TH FLOOR NTS CODE SUMMARY LEGEND GENERATOR FOR FIRE/LIFE/SAFETY BACKUP POWER. F ROJ ECT GENERAL NOTES REVISION SCHEDULE E� EXIT ACCESS Delta Issued As Issue Date 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. ® ILLUMINATED EXIT SIGN DEFERRED SUBMITTAL B. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE LATEST ADOPTED BUILDING CODE EDITION, AND TO CONDITIONS AND SPECIFICATIONS OF ALL GOVERNING AUTHORITIES. FIRE EXTINGUISHER LOCATION 2019 OSSC SECTION 107.3.4.1 (BY SEPARATE PERMIT)FIRE SPRINKLER C. VERIFY AND CONFIRM ALL CONDITIONS, DIMENSIONS, AND LAYOUT INFORMATION PRIOR TO START OF CONSTRUCTION. NOTIFY MACKENZIE OF ANY DISCREPANCIES PRIOR TO START OF D AREA OF WOKR FIRE ALARM MECHANICAL WORK. ANY CORRECTION WORK REQUIRED AS A RESULT OF NOT REPORTING SUCH DISCREPANCIES SHALL BE PERFORMED AT NO ADDITIONAL COST TO THE OWNER. DIAGONAL DISTANCE = 132'-8" ELECTRICAL PLUMBING C CONTRACTOR AND SUBCONTRACTORS SHALL CAREFULLY EXAMINE THE SITE AND THE CONSTRUCTION DOCUMENTS OF THE ENTIRE WORK. INCONSISTENCIES IN THE PLANS OR 3 DIAGONAL = 44'-2" (MIN. DISTANCE ALLOWED) EXIT ILLUMINATION SPECIFICATIONS SHALL BE CALLED TO THE ATTENTION OF MACKENZIE. — — — DISTANCE BETWEEN EXITS: 56-9" 1 REFER TO ENLARGED PLANS AND ELEVATIONS WHERE INDICATED FOR ADDITIONAL INFORMATION. ENLARGED PLANS TAKE PRECEDENCE OVER PLANS OF SMALLER SCALE, AND DETAILS m EGRESS COMMON PATH OF EGRESS TRAVEL = 82'-7" NOTE: DESIGN BUILDERS ARE FULLY RESPONSIBLE FOR THE DESIGN OF THESE SYSTEMS/COMPONENTS. THESE SYSTEMS/COMPONENTS SHOWN ON DOCUMENTS ARE SCHEMATIC ONLY: THEY ARE NOT TAKE PRECEDENCE OVER PLANS. IN THE CASE OF A CONFLICT, THE HIGHEST COST OPTION SHOULD BE PRICED. INTENDED TO REPRESENT FINALJCODE COMPLIANT DESIGN. PROVIDE DESIGN DOCUMENT SUBMITTAL TO SHEET TITLE: F. DETAIL REFERENCES SHALL BE APPLIED TO ALL INSTANCES WHERE THE SAME CONDITIONS OCCUR, UNLESS NOTED OTHERWISE. SYMBOLS AND REFERENCES ARCHITECT OF RECORD FOR REVIEW PRIOR TO SUBMITTAL TITLE SHEET, 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 OJECT NORTH CONTACTS SITE PLAN, PR ACCESS FLOOR. CODE H. DO NOT SCALE DRAWINGS. NORTH ARROW TRUE NORTH ARCHITECT CONTRACTOR SUMMARY, 1. CUTTING AND DRILLING OF STRUCTURAL MEMBERS NOT DETAILED REQUIRES THE WRITTEN PERMISSION OF THE STRUCTURAL ENGINEER OF RECORD. FILLED ARROW MACKENZIE RUSSELL CONSTRUCTION LEGEND AND J SAVE AND RECYCLE DEMOLITION DEBRIS AS APPLICABLE. ALL DEMOLISHED OR REMOVED EXISTING MATERIAL SHALL BE LEGALLY DISPOSED. COORDINATE WITH CITY OF TIGARD A DETAIL# 1515 SE WATER AVE, SUITE 100 20915 SW 105TH AVE INTERIOR ELEVATION PORTLAND, OR 97214 TUALATIN, OR 97062 NOTES REQUIREMENTS FOR RECYCLING/RE-USE OF DEMOLITION DEBRIS. KEY MARK 12 SHEET# CONTACT: LINDSEY CARPENTER CONTACT: DONN STURDIVANT DRAWN BY: CAK I 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 SUB-CATEGORY TEL: 503.224.9560 TEL: 503.692.9002 CATEGORY FAX: 503.228.1285 EMAIL: DSTURDIVANT@RUSSELLCONSTRUCTION.COM CHECKED BY: MRT, PDK 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 EMAIL: LCARPENTER@MCKNZE.COM CCB: 58918 OCCUPANCY BY TENANT. KEYNOTE 0— SHEET: L ALL DESIGN-BUILD ITEMS, SYSTEMS, AND ELEMENTS ARE TO BE SUBMITTED FOR REVIEW AND APPROVED BY MACKENZIE. SPACE NAME LANDLORD/OWNER CITY OF TIGARD OFFIC SPACE # Approved b Planning I 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 ROOM/SPACE IDENTIFICATION 11q SHORENSTEIN REALTY SERVICES pN y 9 EXIST. FLOOR FINISH 5335 MEADOWS ROAD, SUITE 275 Date: GOoOl COORDINATE WITH THE OWNER. P-1 B-1 WALL BASE FINISH LAKE OSWEGO, OREGON 97035 Initials: N PLANS DEVELOPED FROM TENANT PROVIDED DOCUMENTS RECEIVED ON 01/27/2020. ATTACHED FOR REFERENCE. WALL FINISH CONTACT: ROB FABIAN JOB NO 0. TENANT .S PROJECT MANAGER (JAMIE LINTHICUM, JACAIN@MAXHEALTH.COM,410-910-1501) MUST APPROVE A&E AND MEP PLANS PRIOR TO START OF DEMOLITION OR CONSTRUCTION. TEL: 503.412.4844 2190951 .10 EMAIL: RFABIAN@SHORENSTEIN.COM F SEE TENANT PROVIDED INFORMATION FOR ATTIC STOCK REQUIREMENTS. DOOR SYMBOL NUMBER 101A PERMIT SET 06/04/2020 '219095110'C:\TEMP\ACPUBLISH 13408\10-GO.01.DWG CAK 06/04/20 13:11 1:96.00 ENV OFFICE OFFICE OFFICE OFFICE OFFICE 522 523 524 525 E26CPT-1 CPT-1CPT-1 CPT-1 P-1 RB P-1 RB P-1 RB P-1 R8 522A 523A 524A 525A 526A IF ---------z Architecture Interiors 5'-8" 13'-6"f Planning D Engineering ® ® OPEN OFFICE ® ® D Portland, OR 528 COPY/WORK 503.224.9560 CPT-i 527 >' Vancouver, WA OFFICE P-' RB CPT-1 360.695.7879 521 P-1 RB w 521A HALL Seattle, WA CPT-1 7 P-1 RB 518 206.749.9993 CPT-1 A5.20 P-1 RB www.mcknze.com 2 - 526A MACKENZIE . QFS OFFICE FS DESIGN DRIVEN I CLIENT FOCUSED ■ LL m� 520 520A C Client CPT-1 P-1 RB STORAGE FILE „� 530A 519 529 CPT-1 CPT-1 P-1 RB P-1 RB OFFICE S H O R E S T E I N 517 517A CPT-1 519A 529A HALL P-1 RB 530 CPT-i IS P-1 RB 7 OFFICE 516A Project 516 TELECOM MAXIM P-1P 531 531ASUITE 570 ® P-11RB "E" TENANT Aw TC b IMPROVEMENT - �� 2 ICE 2 LINCOLN ePCOPY/WORK OPEN OFF10220 GREENBURG RD. 14 515 3 AA TIGARD OREGON PT-iPT-1BREAK RB P-1 RB 532 w o LVP-1 .<r 501A OFFICE qq P-1 RB "D, 513 513A TYP. 4 G,i.CPT-1P-1 RB PANTRY 532A VP- 533A OPEN OFFICE WAITING 6 1.1 502A CLOSETLVP-1 538 501 A6.10 502P1 RBCPT-1LVP-1 LVP-1 j0F :C"E INTERVIEW INTERVIEW P-1 RB P-1 RB P-1 RB 534 N535 538A 6 A6.10 5 503a CONFERENCE CPT-1 a 512AP-1 RB HALL534A 535A537 504 by ° MACKENZIE 2020 AA HALL CPT-1 504A 9 L R IT © ALL RIGHTS RESERVED T T T P-1 RB P-1 RBfiv TYP 536 THESE DRAWINGS MA KENZ EAND ARE NOT ROPERTY TO P O BE U ED FS 511A, CPT-1 FS OR REPRODUCED IN ANY MANNER, P-1 RB 506A 505A WITHOUT PRIOR WRITTEN PERMISSION i'. OPEN OFFICE CONFERENCE • 510A 509A 508A 507A OFFICE OFFICE OFFICE OFFICE OFFICE E506 g 505 REVISION SCHEDULE ':i 1PT-i511 B08 507 -1 P-1 RB Delta Issued As Issue Date • CPT-1 CPT-1 -1 -1 CPT-1 P-1 RS P-1 RB [IRPOT RB RB P-1 RB kt, • Q D 4AIiII All- 1 PARTIAL DEMOLITION PLAN 2 PARTIAL FIFTH FLOOR PLAN 1 .1 1/8"=V-0" GENERAL DEMOLITION NOTES GENERAL NOTES KEYNOTES ALTERNATE UPGRADES PROVIDE SEPARATE PRICING FOR THE FOLLOWING: SHEET TITLE: A. REMOVE EXISTING FLOOR FINISH AND RUBBER BASE THROUGHOUT. PATCH, REPAIR AND PREP A. ALL EXISTING CONDITIONS TO REMAIN, EXCEPT NOTED BELOW. 1. RELOCATE DOOR AND FRAME ASSEMBLY, IF FEASIBLE. AA, PROVIDE WINDOW FILM AT RECITES, VISION PANEL DOORS AND MAIN ENTRY PARTIAL SUBSTRATE AS REQUIRED TO RECEIVE NEW FINISHES. SEE SHEET A1.11 FOR FINISH PLAN AND B. DIMENSIONS REFLECT FACE OF FINISH TO FACE OF FINISH, UNLESS NOTED OTHERWISE. 2. NEW UPPER AND LOWER CABINETRY. DOOR/RELITES, WF-1. CONFIRM FINAL SPECIFICATIONS WITH TENANT. ASSUME SHEET A6.10 FOR FINISH SPECIFICATIONS. C. WALL THICKNESS ARE NOMINAL, UNLESS NOTED OTHERWISE. PATTERN TO BE 3'-0" HIGH ENDING AT S-0"AFF. SEE DOOR SCHEDULE ON SHEET DEMOLITION B. THE CONTRACTOR SHALL CAREFULLY EXAMINE CONSTRUCTION DOCUMENTS FOR THE WORK. ANY 3. NEW UPPER AND LOWER CABINETRY, SINK, FLOODSTOPPER AND PLUMBING. A6.10 FOR VISION PANEL DOOR LOCATIONS. PLAN PARTIAL D. ALL INTERIOR WALLS TO GO TO UNDERSIDE OF GRID UNLESS NOTED OTHERWISE. 4. PROVIDE (5) HEAVY DUTY,�"WHITE MELAMINE ADJUSTABLE SHELVES, 12"APART. BB. CONTRACTOR TO PROVIDE ATTIC STOCK TO TENANT: (1) BOX OF EACH CARPET, � CONFLICTS, INCLUDING BUT NOT LIMITED TO BUILT CONDITIONS OF M.E.P. IN THE PLANS SHALL BE E. ALL INTERIOR DOORS TO BE SOLID CORE FLUSH WOOD DOORS TO MATCH BUILDING STANDARD FIFTH FLOOR LVT AND VCT, (1) GALLON OF EACH PAINT COLOR AND (8) FOUR FOOT STRIPS OF CALLED TO THE ATTENTION OF THE ARCHITECT/DESIGNER, SO THAT THE CLARIFICATION CAN BE UNLESS NOTED OTHERWISE. 5. NEW COAT ROD AND SHELF. ASSUME J"WHITE MELAMINE SHELF AND WHITE ROD. SEE DETAIL COVE BASE, EACH COLOR. PLAN AND ISSUED. F. OUTLETS INDICATED ARE EXISTING UNLESS NOTED OTHERWISE. SITE OBSERVATION HAS BEEN 6/A5.20. C. SALVAGE ALL DEMOLISHED COMPONENTS AS POSSIBLE. RETURN TO LANDLORD FOR FUTURE USE. PERFORMED (ON 06/02/2020, WHILE VACANT) AND PLAN, ELECTRICAL AND CEILING INFORMATION 6. PROVIDE BLOCKING, AS REQUIRED, FOR TENANT PROVIDED SIGNAGE. COORDINATE AND CONFIRM NOTES HAS BEEN UPDATED (OBSERVATION IS LIMITED TO VISIBLE/ACCESSIBLE AREAS). CONTRACTOR TO FINAL SPECIFICATIONS WITH TENANT. D. SAVE AND RECYCLE DEMOLITION DEBRIS WHERE POSSIBLE. COORDINATE WITH CITY OF TIGARD FIELD VERIFY AND CONFIRM ADDITIONAL REQUIREMENTS WITH TENANT. 7. PROVIDE NEW 4X4 PAINTED PLYWOOD PHONE BOARD WITH (2) DUPLEX OUTLETS AND (1) NEMA 5-20R DRAWN BY: CAK REQUIREMENTS FOR RECYCLING DEMOLITION DEBRIS. G. ELECTRICAL, DATA AND SWITCHING LOCATIONS INDICATED ARE SHOWN TO CONVEY GENERAL OUTLET. CHECKED BY: MRT, PDK E. CAP ALL ABANDONED PLUMBING, ELECTRICAL CONDUIT, AND OTHER UNDER SLAB UTILITIES AS INTENT ONLY. COORDINATE ELECTRICAL/DATA SWITCHING REQUIREMENTS WITH TENANT AND 8. CONTRACTOR TO INSTALL DOUBLE GANG SWITCH BOX TO CONTROL FRONT HALF AND BACK HALF REQUIRED. PROVIDE DRAWINGS BY DEFERRED SUBMITTAL. OF ROOM INDEPENDENTLY. SHEET: F. RETAIN EXISTING FIRE EXTINGUISHERS FOR FUTURE USE. H. NO VOC PAINT SYSTEMS TO BE UTILIZED, TO INCLUDE PRIMERS AS WELL AS FINISH PRODUCTS. G. EXISTING STRUCTURE TO BE LEFT UNDISTURBED AND INTACT. PERFORM NO DEMOLITION THAT MAY I. ALL DIMENSIONS SHOWN AS PLUS/MINUS (±) ARE FOR GENERAL LAYOUT AND REFERENCE ONLY. A1m10 VERIFY AND CONFIRM ALL DIMENSIONS AND CONDITIONS PRIOR TO START OF WORK. NOTIFY COMPROMISE THE STRUCTURAL INTEGRITY OF THE BUILDING WITHOUT WRITTEN APPROVAL OF THE ARCHITECT/ENGINEER OF ANY DISCREPANCIES PRIOR TO START OF WORK. ARCHITECT/DESIGNER. J. ADD SOUND INSULATION IN ALL NEW WALLS. H. SALVAGE ALL EXISTING DOORS AND HARDWARE FOR RE-USE. JOB NO. 2190951 .10 PERMIT SET 06/04/2020 '219095110'C:\TEMPIACPUBLISH 13408\10-A1.10.DWG CAK 06/04/20 13:11 1:96.00 rA TYP. 3 ■ _ Architecture N Interiors Planning IF Engineering OFFICE OFFICE OFFICE OFFICE OFFICE 522 523 524 525 a4PT61 2 CPT-1 CPT-1 p-q CPT-1 CPT-1 p-q P-qP-1 RB P-4 P-4 P-1 RB P-1 RB Portland, OR 503.224.9560 Vancouver, WA P 6 2 2 2 360.695.7879 Seattle, WA 206.749.9993 www.mcknze.com OPEN OFFICE 2 _ M AC K E N Z I E . 528 COPY/WORK CPT-1 527 OFFICE P 1 RB CPT-1 I DESIGN DRIVEN I CLIENT FOCUSED 521 P-1 RB P-3 �V Client CPT-1 HALL P-1 RB 518 5'-0" 7'-1" 11'-4"f P-4 CPT-1 CLR. CLR. P-1 RB P-3 P6 I OFFICE S H O R E S T E I N CPT-1 520 F,<��T CPT-1 P-1 RB C - oclsr STORAGE FILE i-I P-q 519 529 � P� CPT-1 CPT-1 P-3 TYP. 3 I Project P-1 RB P-1 RB p� OFFICE MAXIM CPT-1 _ P-6 HALL SUITE 570 P-1 RB / 530 TENANT CPT-1 P-1 RB IMPROVEMENT P-3 2 LINCOLN OFFICE 7�-1 in 10220 GREENBURG RD. crr-1 5106 T6� TELECOM VcT4 TIGARD, OREGON P-1 RB 531 U') VCT-1 P-4 P-1 RB AkL'�r U K P-3 COPY/WORK OPEN OFFICE 2 20'-2" 5'-0" 11'-3"t 16'-0" 514 MPT51 CLR. 6,-4" •CPT-1P-1 RB -H A DI P-6 •1 OFFICE Re �F Q 513 ■ -1 .EMS . o ■ CPT-1 4'-4" P-1 RB TRY _-- ._._--=. _ P-4 OPEN OFFICE WAITING MLIP�l I MACKENZIE 2020 Pt.1 _ 538 01 �, ^ O ALL RIGHTS RESERVED CPT-1 .1 THESE DRAP-1 RB .-. MACKEN2IE AND ARE NOT TO BE USED INTERVIEW INTERVIEW OR REPRODUCED IN ANY MANNER, OF�I�E �w-1 cPi-1 512 534 535 1 - 2-- CONFERENCE WITHOUT PRIOR WRITTEN PERMISSION CPT-1 CPT-1 CPT-1 RP—OT11 o P-1 RB \ P 1 RB P 1 RB o0 1 REVISION SCHEDULE 537 car-1 `va-1 2 �} HALL CPT-1 1 P 1 RB Delta Issued As Issue Date 536 —P-6 —c ii 8'-2" +�– CPT-1 P-4 P-1 RB OPEN OFFICE CONFERENCE P-1/WC-1 506 P-tnvc-1 505 2 CD OFFICE OFFICE OFFICE OFFICE OFFICE cpr-1 CPT-1 1 511 P-4 510 a 508 507 P y RB B-1 P-1 RB `t CPT-1 CPT-1 CPT-1 CPT-1P-1 RB P-t RB P-1 RB P-1 RB ml�j m 111 111111/ - m III III m SHEET TITLE: 1 FINISH PLAN 2 DIMENSION PLAN TYP. 3 FINISH PLAN, 1 .1 1/8'�=1'-O" DIMENSION GENERAL FINISH NOTES KEYNOTES PLAN AND NOTES A. PATCH AND REPAIR WALLS WHERE AFFECTED BY NEW CONSTRUCTION. PAINT NEW AND EXISTING 1. ALIGN FLOORING TRANSITION WITH CORNER. PROVIDE TRANSITION STRIP, TS-1 AT FLOORING WALLS THROUGHOUT. ASSUME P-1, UNLESS NOTED OTHERWISE ON FINISH PLAN. MATERIAL CHANGES. B. CONTRACTOR TO PROVIDE BUILDING STANDARD STAINLESS STEEL TRANSITION STRIP,TS-1,AT 2. ALIGN NEW WALL WITH EXISTING WALL OR BUILDING COLUMN. FLOORING TRANSITIONS. DRAWN BY: CAK 3. CENTER NEW WALL WITH EXISTING MULLION, SEE DETAIL 4/A5.20. MODIFY EXISTING WINDOW C. FLOORING TRANSITIONS TO BE CENTERED IN DOOR FRAME OR OPENING, UNLESS NOTED COVERINGS AS REQUIRED. CHECKED BY: MRT, PDK OTHERWISE. D. CONFIRM LOCATIONS OF TENANT PROVIDED GRAPHICS WITH TENANT. WALLS ARE TO BE SMOOTH SHEET: FINISH FOR GRAPHIC APPLICATION - LEVEL 5 NOT REQUIRED. A1 . 11 JOB NO. 2190951 .10 PERMIT SET 06/04/2020 '219095110`C:\TEMP\ACPUBLISH 13408\10-A1.11.DWG CAK 06104(20 13:11 1:96.00 0 0 0 0 19.5 Architecture - Interiors R R Panning • Engineering 71 1 o G ® ;' • ® Portland, 503.224.956060 IN Va comr,WA ® 360.695.7879 ® Seattle,WA 206.749.9993 • • . • www.mcknze.com If MACKENZIE. DF810N DRIVEN I CLIENT FOCUSED Client • • "�;:� 1 TYP. � • • 1 TYP. • S H O R E S T E I N • WTI • Project MAXIM 2 ff SUITE 570 TENANT ® ® IMPROVEMENT • 2 LINCOLN • 10220 GREENBURG RD. TIGARD, OREGON is A%. U K IS L D • NNE - IVIED! ® 0 . . . . . . . . . . . . . . . C MACKENZIE 2020 111M W4__ ® @ ALL RIGHTS RESERVED • - - • ® _77THESE DRAWINGS ARE THE PROPERTY OF MACKENZIE AND ARE NOT TO BE USED - - OR REPRODUCED IN ANY MANNER, IIFI IIF WITHOUT PRIOR WRITTEN PERMISSION • ® • • • • • • • • • • • • • , • • • REVISION SCHEDULE Delta Issued As Issue Date 1 DEMO RCP 2 REFLECTED CEILING PLAN GENERAL CEILING NOTES KEYNOTES SHEET TITLE: A. SUSPENDED ACOUSTICAL TILE CEILINGS AT 8'-611± (EXISTING) AFF, UNLESS NOTED OTHERWISE, 1. EXISTING SAT MAIN GRIDLINE, TYPICAL,AS IDENTIFIED DURING SITE OBSERVATION. OBSERVATION IS DEMO RCP, LIMITED TO VISIBLE IDENTIFICATION OF CONSISTENT MAIN LINES. ANY VARIATIONS TO BE f B. FOR SEISMIC BRACING OF SUSPENDED CEILING AND INTERSTITIAL EQUIPMENT SEE DETAIL 1/A5.20. CONFIRMED ON SITE BY CONTRACTOR. REFLECTED C. CENTER ALL DOWN LIGHTS, FIRE SPRINKLER HEADS, SMOKE DETECTORS AND ALL OTHER CEILING 2. PROVIDE BUILDING STANDARD HIGH LIMIT EXHAUST FAN. PENETRATIONS IN CENTER OF 2x2 PORTION OF TILE, UNLESS NOTED OTHERWISE. 3. PROVIDE (3) RECESSED LED WALL WASHERS, APPROXIMATELY 3' FROM WALL AND 2'APART. CONFIRM CEILING PLAN D. COORDINATE ELECTRICAL REQUIREMENTS WITH TENANT, ALL ELECTRICAL DRAWINGS WILL BE BY FINAL LOCATIONS WITH TENANT. ASSUME WAC LIGHTING, HR-D417, NICKEL, OR SIM. PROVIDE AND NOTES SEPARATE PERMIT. SEPARATE SWITCH ON ADJACENT WALL. E. HVAC CONTRACTOR TO PROVIDE FULL SHEET OF THE FLOOR AFFECTED UPON COMPLETION. CONTRACTOR IS RESPONSIBLE TO PROGRAM THE OVERRIDE HVAC BUTTON. DRAWN BY: CAK F. REPLACE DAMAGED AND SOILED CEILING TILES WHERE AFFECTED BY CONSTRUCTION TO MATCH EXISTING. CHECKED BY: MRT, PDK G. LIGHTING LAYOUT IS SHOWN FOR PRELIMINARY DESIGN INTENT ONLY. FINAL LIGHTING LAYOUT TO SHEET: BE PROVIDED BY THE ELECTRICAL CONTRACTOR AND IS DEPENDANT ON OREGON ENERGY CODE ALLOWANCES AND EXISTING BUILDING INFRASTRUCTURE IN CEILING. ELECTRICAL CONTRACTOR Al ■ 2 0 TO REVIEW ALL REQUIRED LIGHTING LEVELS AND DISTRIBUTION AND NOTIFY ARCHITECT OF ANY CONCERNS OF FOOTCANDLES OR FIXTURE PLACEMENT/LOCATION WITHIN ANY AREA OF THE SPACE. CONFIRM NEW LIGHT FIXTURE PLACEMENT DOES NOT INTERFERE WITH NEW WALL JOB NO. CONSTRUCTION AND SAT MAIN GRID LINES, RELOCATE IF REQUIRED. FINAL LAYOUT TO BE 2190951 .10 REVIEWED AND APPROVED BY LOCAL JURISDICTION THROUGH SEPARATE PERMIT. PERMIT SET 06/04/2020 '219095110'C:\TEMP\ACPUBLISH 13408\10-AL20.DWG CAK 06/04/20 13:11 1:96.00 FLOOR OR ROOF STRUCTURE POP RIVET RUNNER TO WALL ANGLE AT 2 ADJACENT 33 MIL 3-1/2" METAL WALLS, FASTEN CLOSURE ANGLE W/ #6 SCREWS BERC 2 8" MAX. STUD BRACING TO FLOOR DIRECTLY TO WALL FRAMING CLIP STRUCTURE AT 8'-0" OC WITH (2) #8 SHEET • METAL SCREWS AT EACH ADDITIONAL #12 WIRE SUPPORT AT ALL MEMBERS • END. BRACING TO BE GYPSUM BOARD PARTITION WITHIN 8" OF PERIMETER \ / PROVIDED WHERE ■ LATERAL BRACING WITH APPROVED VERTICAL © oN � DISTANCE BETWEEN SOUND ATTENUATION COMPRESSION STRUT AT 12'-0" OC EA WAY PERPENDICULAR BATT WHERE OCCURS COUNTERSLOPE HANGERS IF MORE THAN 1: 6 OUT OF PLUMB 2 INTERSECTING WALLS OR Architecture R Interiors HORIZONTAL BRACING g Engineering • BETWEEN WALLS EXCEEDS LINE OF SILL AS OCCURS Planning "ATTACHED . 4 8'-0" OC WALL" °� , 3" SOUND ATTENUATION OO4a BATT. 4'-0" CENTERED ON ALUMINUM TRIM PIECE 7NI �EDGE AT WALL NTS SUSPENDED WALL WHERE NOTED. "CEE" W/ 1-1/2" 9 TE: FOR UNATTACHED WALLS PROVIDE A CEILING CUT TILE FOR TIGHT FIT RETURNS, FINISH TO Portland, OR A AT WALLS MATCH WINDOW FRAMES 503.224.9560 `_7 /4" GAP BETWEEN EDGE OF ANGLE AND CLIP - DONOT SCREW BERC 2 CLIP TO TRACK GYPSUM BOARD CASING BEAD USG 200-A Vancouver, WA EACH SIDE 360.695.7879 �, CROSS RUNNERS FIT BETWEEN MAIN RUNNERS TABLE MAX. LENGTH $' 112" DIA CONDUIT (EMT) 5'-10" NEOPRENE SEAL Seattle, WA A MAIN RUNNERS AT 4'-0" OC SUPPORT WITH #12 3 4" DIA CONDUIT EMT 7'-8" SOUND www.mcknze.com WIRE AT 4'-0 OC OR WITH #10 WIRE AT 5'-0" OC EA WAY INSULATION EPER ATTENUATION 6'-0" MAX LATERALLY BRACE MAIN RUNNER TO STRUCTURE AT 12'-0" OC 1" DIA CONDUIT EMT 9'-g" METAL STUDS. EA WAY. BEGIN BRACING WITHIN 6'-0" OF PERIMETER AND 2" - 12'-0" SEE 12/A5.20 FOR BOTTOM TRACK TO FINISH M AC FROM CROSS MEMBER IN AREAS GREATER THAN 1,000 SF 1-5 8"x20Gq SIZE AND SPACING FLOOR WITH POWDER NOTE: ALL GRID MEMBERS AND CONNECTION DEVICES TO BE OF AN BACK TO BACK 162S125-33 15'-0" DRIVEN ANCHORS AT BUILDING GLAZING DESIGN DRIVEN CLIENT FOCUSED SYSTEM APPROVED TYPE AND HAVE A 180# CAPACITY. ALL LATERAL BRACING SECURE ALL HANGERS TO MTL STUDS 1-5 8"x2OGA 4'-0" O.C. Client WIRES TO HAVE A 200# CAPACITY. SUSPENDED CEILING BLDG STRUCTURE. SGL 250S125-33 MTL STUD 13'-6" 04 CONTINUOUS ACOUSTIC BRACING TO COMPLY WITH ASCE7, ASTMC635, ASTMC636 AND TRAPEZE DUCT WORK AND 2-1 2"x20GA SEALANT EACH SIDE OTHER LARGE BACK TO BACK 250SI25-33 AGAINST TRACK ASTME580 OBSTRUCTIONS 15'-0" MTL STUDS (2-1/2"x20GA) CONCRETE SLAB J S H O R E S T E I N SUSPENDED CEILING BRACING s WALL — TO UNDERSIDE OF GRID 4 WALL AT EXTERIOR MULLIONZD rJ 2 NOTE: PROVIDE SEISMIC SEPARATION JOINTS IN CEILINGS GREATER NTS Z 5 2 AT FLOOR AND SUSPENDED CEILING 3"=1'-0" Q 5 2 3"=1'-0" THAN 2,500 SF. PROVIDE HEAVY DUTY GRID SYSTEM. _J 3 3 OST NOTES: G. PROVIDE J" COPPER WATERLINES FOR A. FINISH ENDS, TYP D. ALL CABINET FACES AND DOORS PL-1 A. FINISH ENDS, TYP TENANT PROVIDED WATER FILTERS. CONTINUOUS WHITE B. ALL COUNTER TOPS, EDGES E. ALL EXPOSED EDGES AT DOORS AND B. CONFIRM REQUIREMENTS AND SIZES FOR CONFIRM FINAL QUANTITY AND Project MELAMINE EDGE AND BACKSPLASHES, PL-1 SHELVING TO BE P-LAM TO MATCH ADJACENT ALL EQUIPMENT/APPLIANCES PRIOR TO LOCATIONS WITH TENANT. MAXIM Lfz r C. SHIM AS REQUIRED. VERTICAL SURFACES. CONSTRUCTION OF CABINETRY H. ASSUME TO RE-USE EXISTING SINK. WHITE MELAMINE F. (ALTERNATE) IN LIEU OF BUILDING STANDARD C. ALL COUNTER TOPS, EDGES, AND I. (ALTERNATE) IN LIEU OF EXISTING SINK SUITE 570 SOUND ATTENUATION HARDWARE, PROVIDE UPGRADED HARDWARE. BACKSPLASHES, PL-1 TO REMAIN, PROVIDE NEW SINK. ASSUME TENANT BATT AS OCCURS ASSUME DOUG MOCKETT DP 128, CHROME D. SHIM AS REQUIRED STAINLESS STEEL 22"X25"X8" ADA, 18 STEEL HANGRAIL MATTE OR SIM. E. ALL CABINET FACES AND DOORS, PL-1 GAUGE SINK. IMPROVEMENT GYPSUM BOARD WALL AS ' F. ALL EXPOSED EDGES AT DOORS AND J. (ALTERNATE) IN LIEU OF BUILDING OCCURS WHITE FINISHED ROD d SHELVING TO BE P-LAM TO MATCH STANDARD HARDWARE, PROVIDE 2 LINCOLN 10 ADJACENT VERTICAL SURFACES UPGRADED HARDWARE. ASSUME DOUG 10220 GREENBURG RD. r 5 2 MOCKETT DP 128, CHROME MATTE OR TIGARD, OREGON SIM. DOUBLE STUD AT JAMB, O o CEILING 11 10 ALIGN W LOWERS TYPICAL o Lo `: CEILING e 5 EQ. U K MATCH BUILDING _ REFRIGERATOR, NIC STANDARD II II _ INSULATED - - - �� - • F.T. WOOD BLOC KIN I I EXPOSED PIPES RT D, PER ADA CODE o O 5 1 /2" 11 1 /2" _; _ I CA OF — — — — — LL END & INTERMEDIATE BRACKETS - SPACE TO r 11 (2) Q. ALLOW MAX. 36" SPAN. 3/4" IS © ALL RIGHTSZRESERVED 50% AT 5'-6"H AFF IE 2020 PART. BD. - ANCHOR TO 6'-0" '-O" 2'-9" 2'-8" THESE DRAWINGS ARE THE PROPERTY OF 50% AT 4'-0"H AFF END WALLS OF CLOSET MACKENZIE AND ARE NOT TO BE USED rOR REPRODUCED IN ANY MANNER, =I 7•-5 WITHOUT PRIOR WRITTEN PERMISSION Li CL Y REVISION SCHEDULE 5 DOOR — BUILDING STANDARD s COAT CLOSET SHELF AND ROD 7 CABINETRY ELEVATION s CABINETRY ELEVATION m Delta Issued As Issue Date cJ 2 HEAD SIMILAR 3"=1'-0" 0 5 2 3"=1'-0" 0 5 2 © COPY/WORK 514 AND 527 1/4"=1'-0" J 5 2 © BREAK 532 1/4"=1'-0" J p U W W 13" CLR. 12" CLR. * 2 LINCOLN STUD SIZE: 2X" U.N.O. 1 U.N.O. (2) ADJUSTABLE ADJ. MELAMINE SHELVES MELAMINE SHELVES, TYPCIAL LIMITING WALL HEIGHT TABLE > I_ —I J PLASTIC LAMINATE FACES INTERIOR NON STRUCTURAL NON—COMPOSITE WALLS L/240 ® 5psf w I I P-LAM FACES W w DESIGNATION SPACING MAX. WALL HEIGHT w1= =I m 250S125-18 24" 8'-4" V) 250S125-18 16" 9'-7" SHEET TITLE: 250S125-27 24" 9'-10" INTERIOR > 25" P.L. TOP 4" SIDE SPLASH WHERE J 25" P.L. TOP PLASTIC LAMINATE 250S125-18 16" 11'-3" DETAILS AND � OCCURS w U.N.O. COUNTER AND 4" LLI twn 1'- MAX BACKSPLASH. SIDE 362S125-18 24" 13'-5" ELEVATIONS w W SPLASH PER ELEVATION 362SI25-18 16" 14'-4" P-LAM COUNTER TOP AND 0 FAUCET 3625162-33 16" 16'-5" SPLASH WITH SELF EDGE K7C0NTROLS 362S162-43 16" _ c DRAWER AS OCCURS IN ir> WRAP ALL EXPOSED PIPE ELEVATION PER CODE 6005162-33 16" 24'-6" INTERIOR NON STRUCTURNO AL N—COMPOSITE WALLS DRAWN BY: > I I ADJ MELAMINE SHELF, NO 8" T WITH CERAMIC TILE FACING L/360 @ 5psf DRAWER OR SHELF AT z o CHECKED BY: U.1 SINK LOCATION / z P-LAM FACES U - Li _ _ — _ t / N 4 DESIGNATION SPACING MAX WALL HEIGHT SHEET: Cf) I I P—LAM FACE a L-O) W362S125-18 16" 12'-4"N cV ATTACHED TOE-KICK �" I 362S125-33 16" 14'-3"RUBBER BASE Cr AFF, WITH RUBBER BASE- A5m2O w m `r a m WALL TABLES ARE BASED ON WALLS SHEATHED BOTH SIDES FULL HEIGHT WITH ~ 2'-0" o 2'-0" p 1/2" GYPSUM BOARD ATTACHED WITH #6 SCREWS MIN. AT 12"-0" O.C. MAX. _ I 1 o CABINET SECTION wl 11 CABINET SECTION WI 12 WALL HEIGHT TABLE 3 JOB N� 2190951 .10 c5.2 TYPICAL 3/4"=1'-O" m ADA SINK WITH ATTACHED TOE KICK 3/4"=1'-0" m Q 5.2 Q 5.2 020 U U '219095110'C:\TEMP\ACPUBLISH_13408\10-A5.20.DWG CAK 06/04/20 13:11 1:96.00 SCHEDULE OF INTERIOR FINISHES CPT-1: CARPET TILE, SHAW CONTRACT, BLACK TEA, STYLE #80OC3 MHS TILE; COLOR #500, DOOR SCHEDULE HARDWARE GROUPS INSTALLATION METHOD: MONOLITHIC CUSTOM CODE PROVIDED BY MAXIM'S SHAW CONTRACT DOOR DOOR OPENING DOOR FRAME HARDWARE REP. CONTACT LAURA KERRIS FOR SPECIAL PRICING: LAURA.KERRIS@NO. SIZE THK TYPE MAIL FINISH MAIL FINISH DETAILS GROUP RATING COMMENTS SHAWINC.COM, H-1: PASSAGE 410-675-0404. CONFIRM FINAL INSTALLATION DIRECTION WITH TENANTS PROJECT MANAGER: 501A 3'-0x8'-2" EXISTING DOOR 1,6 LATCHSET. F75 GRADE 1, JAMIE LINTHICUM, JACAIN@MAXHEALTH.COM, 410-910-1501 502A PR 2'-0x8'-4" 1-3/4" FL SC S HMK FF 5/A5.20 SIM. H-4 - 6 BUTTS, SEAL, STOPS Architecture s Interiors LVP-1: LUXURY VINYL PLANK, SHAW COMMERCIAL HARD SURFACE HIGH PERFORMANCE. LUXURY TILE, 503A 3'-0x8'-4" 1-3/4" FG SC S HMK FF 5/A5.20 H-1 - 6 H-2: LOCKING OFFICE Planning IN Engineering LOCKSTYLE JEOGORI 0215V, COLOR 90500 LINEN (BRICK (ASHLAR) PATTERN). CONTACT LAURA 504A 3'-0x8'-4" 1-3/4" FL SEAL, ST SC S HMK FF 5/A5.20 H-3 - 6 F82 GRADE 1, BUTTS, SEAL, STOP KERRIS FOR SPECIAL PRICING: LAURA.KERRIS@SHAWINC.COM, 410-675-0404. CONFIRM FINAL 505A 3'-0x8'-4" 1-3/4" FG SC S HMK FF 5/A5.20 H-1 - 6 H-3: STOREROOM/SERVER INSTALLATION DIRECTION WITH TENANTS PROJECT MANAGER: JAMIE LINTHICUM, 506A 3'-0x8'-4" 1-3/4" FL SC S HMK FF 5/A5.20 H-2 - 6 LOCKSET, F86 GRADE 1, BUTTS, JACAIN@MAXHEALTH.COM, 410-910-1501 507A 3'-0x8'-4" EXISTING DOOR H-2 - g SEAL, STOP, CLOSER Portland, 503.224.956060 VCT-1: ARMSTRONG EXCELON, STERLING, 51904, INSTALLATION METHOD: QUARTER TURN. 508A 3'-Ox8'-4" EXISTING DOOR H-2 - 6 H-4: CLOSET BI-FOLD, BUILDING Vancouver,WA PL-1: PLASTIC LAMINATE (COUNTERS AND VERTICALS): WILSONART, DESIGNER WHITE, D354 509A 31-0x8'-4" EXISTING DOOR H-2 - 6 STANDARD 360.695.7879 P-1: GENERAL PAINT: SHERWIN WILLIAMS, FIRST STAR, SW7646, EGGSHELL FINISH51oA 3'-0x8'4" EXISTING DOOR H-2 6 Seattle, WA 206.749.9993 P-2: ACCENT PAINT: SHERWIN WILLIAMS, FIRST STAR, SW7646, EGGSHELL FINISH WITH — 48" 511A 3'-0x8'-4" EXISTING DOOR H-2 - 2,6 www.mcknze.com SHERWIN WILLIAMS, FRANK BLUE, SW6967 STRIPE PER DETAIL 1/A5. 512A 3'-0x8'-4" 1-3/4" FG SC S HMK FF 5/A5.20 H-2 - 6 P-3: ACCENT PAINT: SHERWIN WILLIAMS, EARTHEN JUG, SW7703, EGGSHELL FINISH 513A 3'-0x8'4" 1-3/4" FG SC S HMK FF 5/A5.20 H-2 6 MACKENZIE. P-4: ACCENT PAINT: SHERWIN WILLIAMS, INDIGO BATIK, SW7602, EGGSHELL FINISH 516A 3'-0x8'-4" 1-3/4" FG SC S HMK FF 5/A5.20 H-2 g F DESIGN DRIVEN 1 CLIENT FOCUSED P-5: ACCENT PAINT: SHERWIN WILLIAMS, FIRST STAR, SW7646, EGGSHELL FINISH WITH —48" 517A 3'-0x8'-4" 1-3/4" FG SC S HMK FF 5/A5.20 H-2 6 Client SHERWIN WILLIAMS, FRESHWATER SW6774 VERTICAL STRIPE PER ELEVATION 2/A5, EGGSHELL 519A 31-0x8'-4" 1-3/4" FL SC S HMK FF 5/A5.20 H-3 6 FINISH, CONFIRM FINAL LOCATION WITH TENANT'S PROJECT MANAGER 520A 3'-0x8'-4" 1-3/4" FG SC S HMK FF 5/A5.20 H-2 6 P-6: ACCENT PAINT: SHERWIN WILLIAMS, ONLINE, SW7072, EGGSHELL FINISH 521A 3'-0x8'-4" 1-3/4" FG SC S HMK FF 5/A5.20 H-2 6 WC-1: KOROGARD WALL COVERING, COLOR: SIMPLY WHITE, FINISH: HAIRCELL, WIDTH: 0.40 (TO BE s H o R E s T E I N 522A 3'-0x8'-4" 1-3/4" FG SC S HMK FF 5/A5.20 H-2 3,4,6 INSTALLED OVER P-1 TO 48"AFF PER MANUFACTURER'S INSTRUCTIONS, CONTACT 523A 3'-0x8'-4" 1-3/4" FG SC S HMK FF 5/A5.20 H-2 - 3,4,6 INFORMATION: ACCOUNT#NA91 MHS, 866-628-2280 NA@KOROSEAL.COM) 524A 3'-0x8'-4" 1-3/4" FG SC S HMK FF 5/A5.20 H-2 - 3,4,6 RB-1: ROPPE,161 SNOW, 4" COVED BASE (OCCURS AT P-1 AND P-2 WALLS) 525A 3-0x8'4" 1-3/4" FG SC S HMK FF 5/A5.20 H-2 - 6 RB-2: ROPPE 139 DEEP NAVY, 4"COVED BASE (OCCURS AT P-4 WALLS) RB-3: ROPPE 617 TERRACOTTA, 4" COVED BASE (OCCURS AT P-3 WALLS) 526A 3'-0x8'-4" EXISTING DOOR H-2 - 4,6 Project RB-4: ROPPE 654 LAGOON, 4" COVED BASE (OCCURS AT P-5 ACCENT ONLY) 528A 3'-0x8'-4" EXISTING DOOR 1,6 MAXIM RB-5: ROPPE, 197 ICEBERG, 4" COVED BASE (OCCURS AT P-6 WALLS) 529A 3'-0x8'-4" 1-3/4" FL SC S HMK I FF 5/A5.20 H-3 6 SUITE 570 WF-1: WINDOW FILM, SOLYX, CLEAR FROST, SX-1301 (SEE FILM ELEVATION ON DE-2 OF TENANT 530A 3'-0x8'-4" EXISTING DOOR 1,6 TENANT PROVIDED INFORMATION FOR INSTALLATION INSTRUCTIONS) 531A 3'-0x8'-4" 1-3/4" FL SC S HMK FF 5/A5.20 H-3 5,6 IMPROVEMENT TS-1: PROVIDE BUILDING STANDARD STAINLESS STEEL TRANSITION STRIP BETWEEN MATERIAL 532A 3'-0x8'-4" 1-3/4" FG SC S HMK FF 5/A5.20 H-1 6 2 LINCOLN FLOORING CHANGES 533A 3'-0x8'-4" 1-3/4" FL SC S HMK FF 5/A5.20 H-1 6 10220 GREENBURG RD. PAINT NOTE: EGGSHELL WASHABLE FINISH AT CEILING AND SOFFITS, SATIN WASHABLE FINISH AT 534A 31-0x8'-4" 1-3/4" FG SC S HMK FF 5/A5.20 H-1 6 TIGARD, OREGON WALLS. FINISH TO HAVE A MASTER PAINTER INDEX OF 3 WITH A GOOD SCRUB RATING 535A 3'-0x8'-4" 1-3/4" FG SC S HMK FF 5/A5.20 H-1 6 AND SHEEN AT 15%-25%AT 60 DEGREES. ARC 538A 3'-0x8'4" 1-3/4" FG SC S HMK FF 5/A5.20 H-1 6 AR GENERAL NOTES ABBREVIATIONS U K A. ALL DOORS/CLOSURES TO BE CHECKED, ADJUSTED, AND/OR REPLACED TO BE IN COMPLIANCE WITH ADA. ! A B. ALL TENANT ENTRY DOORS TO RECEIVE A NEW DOOR WITH MORTISE LOCKSET AS DETERMINED BY LANDLORD. EX EXISTING C. ALL SECONDARY DOORS TO HAVE DEADBOLTS REMOVED, INSTALL COVERPLATES OR CHANGE DOORS AS AVAILABLE. FF FACTORY FINISH I RT D, D. ALL DOORS, FRAMES AND HARDWARE TO MATCH TENANT BUILDING STANDARDS. FG FULL GLAZED VISION PANEL AA E. VERIFY DOOR HEIGHT DIMENSIONS. APPROXIMATE MEASUREMENTS BASED ON FIELD OBSERVATION. FL FLUSH 7 F. NEW DOORS MAY BE PULLED FROM EXISTING BUILDING INVENTORY OR RELOCATED WITHIN SUITE WHERE POSSIBLE. HMK HOLLOW METAL KNOCKDOWN OF Q G. DOOR OPENING HARDWARE SHALL BE CENTERED BETWEEN 36"TO 38"ABOVE THE FLOOR. PANIC HARDWARE SHALL BE S STAIN BETWEEN 36"TO 42". SC SOLID CORE WOOD H. MAINTAIN MINIMUM CLEAR WIDTH AT STRICK SIDE 18"AT PULL SIDE, 12"AT PUSH SIDE. MACKENZIE 2020 I. MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED THE FOLLOWING: © ALL RIGHTS RESERVED EXTERIOR DOORS 8.5 LBS THESE DRAWINGS ARE THE PROPERTY OF INTERIOR DOORS 5 LBS MACKENZIE AND ARE NOT TO BE USED FIRE DOORS 15 LBS OR REPRODUCED IN ANY MANNER, J. EXIT DOORS SHALL BE OPERABLE FROM INSIDE WITHOUT THE USE OF A KEY, SPECIAL EFFORT OR SPECIAL KNOWLEDGE. NO WITHOUT PRIOR WRITTEN PERMISSION 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 REVISION SCHEDULE TWISTING OF THE WRIST. L. EXIT DOORS SHALL NOT BE LESS THAN 3'-0" IN WIDTH AND 6-8" IN HEIGHT. PROJECTIONS, INCLUDING PANIC HARDWARE, SHALL Delta Issued As Issue Date NOT REDUCE THE OPENING TO LESS THAN 32" CLEAR WIDTH. M. ALL GLAZING IN DOORS, ALL GLAZING LESS THAN 18" FROM FINISHED FLOOR, AND GLAZING WITHIN 24" OF DOORS AND LESS THAN 60" FROM FINISH FLOOR SHALL COMPLY WITH ALL LOCAL BUILDING CODE REQUIREMENTS FOR SAFETY GLAZING. (USE 1/2" TEMPERED GLASS MINIMUM, UNO.) 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 TIGHT GRASPING PINCHING OR TWISTING TO OPERATE, THE FORCE REQUIRED TO ACTIVATE SUCH EQUIPMENT, OTHER THAN EXTERIOR DOORS, SHALL BE NO GREATER THAN 5 POUNDS-FORCE. COMMENTS 1. EXISTING DOOR AT EXISTING RATED CORRIDOR 4 2. NO CLOSER PER CODE SHEET TITLE: DROP CELNB GM OROP ORD 3. RELOCATED DOOR. ELEVATIONS 4. PROVIDE NEW FULL GLAZED VISION PANEL WALL WALL INSET, IF FEASIBLE. PROVIDE NEW AS REQUIRED AND FINISH 5. PROVIDE BUILDING STANDARD LOUVER F�a+11 W-1 6. SEE TENANT PROVIDED"KEYING INSTRUCTIONS" FOR ADDITIONAL INFORMATION ON SHEET DE-2 SCHEDULES WALL MOUNTED WALL MOUNTED ■ LOGO (mc) PLAQUE (Nuc) ■■■■ WALL healthcare services WALL F FNNISI N loss■■■ t W-2 W-e .1101. C4 n WALL co F04M DRAWN BY: CAK WALL W-1 FINISH W-1 CHECKED BY: MRT, PDK PANT 4' WE VERTICAL STRIPE MM STRIPE E1frr M LENOIH OF W-2 ANNOTATION ON FLUSH PLAN (F-1) PER Demmum ON FINISH PLAN. SHEET: I_ A6ml 0 co w JOB NO. Ld s LOGO WALL o CAREGIVER AWARD WALL , 4"=1'-0" m 2190951 .10 1 6.1 FOR REFERENCE ONLY 1/4"=1'-0" Qg 1 FOR REFERENCE ONLY PERMIT SET 06/04/2020 '219095110"C:\TEMP\ACPUBLISH_13408\10-A6.10.DWG CAK 06/04/20 13:11 1:96.00