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Plans (17) BUP2020 -00217 ( 2/2 ) REVISION APPROVED CODE SUMMARY LEGEND OFFICE COPY FFICE P _ 13 (1 p 1 ^-� EXIT EXIT ACCESS �lJ pl� 0 0 CJ. / _M = ® ILLUMINATED EXIT SIGN _ ^� FIRE EXTINGUISHER LOCATION '«O 4020 w� �9fi� uac�, #sp l NOT IN SCOPE • Architecture • Interiors LITHIA DRIVEWAY r; COMMON PATH OF EGRESS TRAVEL = 100'-0"MAX. Planning • Engineering A " �� 98'-4 vp f - , - �� TENANT IMPROVEMENT _ may / ' ' ! __ ARCHITECTURAL LEGEND a EMBASSY CENTER : SUITE 501 Portland, OR 503.224.9560 EXISTING CONSTRUCTION TO BE DEMOLISHED Vancouver, WA I360.695.7879 7ALIGN FACE OF FINISH WITH FACE OF FINISH 9020 SW WASHINGTON SQUARE ROAD Seattle, WA t l ��� _� ♦ 9 o EXISTING WALL TO REMAIN TIGARD , 206.749.9993 EXISTING RATED WALL TO REMAIN O R 97223 WWWn1CknZe.COrT1 ® NEW WALL TO UNDERSIDE OF CEILING, SEE 3/A5.20 �\ AC ® NEW WALL TO STRUCTURE, SEE 10/A5.20 DESIGN DRIVER I CLIENT FOCUSED Client EXISTING WALL TO BE EXTENDED TO STRUCTURE, SEE 11/A5.20 INDEX OF DRAWINGS EXISTING CEILING GRID GENERAL G0.01 TITLE SHEET, CODE SUMMARY, VICINITY MAP, ARCHITECTURAL LEGEND, AND NOTES 1 VICINITY MAP ®z EXISTINGSUPPLY/REfURNVENTTOREMAIN IFLITHIA FA ARCHITECTURAL 0,0 NOT TO SCALE EXISTING FIRE ALARM LOCATION t MOTORS, INC. A1.11 DEMOLITION PLAN, PARTIAL THIRD FLOOR PLAN, REFLECTED CEILING DEMOLITION PLAN, FIRE EXTINGUISHER LOCATION REFLECTED CEILING PLAN, AND NOTES ® EXISTING FIRE ALARM p NOTES L L NO E, L/IEXISTING CEILING HORN STROBE A4.10 INTERIOR ELEVATIONS, SCHEDULES, AND NOTES A5.20 INTERIOR DETAILS Project ® EXISTING CEILING MOUNTED OCCUPANCY SENSOR A5.21 INTERIOR DETAILS LITHIA DRIVEWAY O EXISTING CEILING MOUNTED SPEAKER SCOPE OF WORK SUITE 501 } EXISTING SPRINKLER HEAD TENANT ® O i TH SCOPE O WO K FO THE PRO ECT I CLU ES INTERI R T NAN IMPROVE ENTS OF IMPROVEMENT �® EXISTING EXIT SIGN APPROXIMATELY 5,430 SQUARE FEET ON THE FIFTH FLOOR AND APPROXIMATELY 171 SQUARE FEET ON THE THIRD FLOOR (CONSISTING OF THE IT ROOM BUILD-OUT ONLY) OF SIX FLOORS TOTAL. WORK TO 9020 SW WASHINGTON ® NEW EXIT SIGN INCLUDE DEMOLITION, NEW WALLS, DOORS, RELITES, CABINETRY AND FINISHES. SQUARE ROAD NEW SUGGESTED ILLUMINATED EGRESS PATHVALUATION: $177,981 TIGARD, OREGON 97223 ADDITIONAL LOBBY SCOPE: $24,351 EXISTING FLUSH FLOOR POWER AND DATA LOCATION ADDITIONAL THIRD FLOOR IT CLOSET SCOPE: $38,862 EXISTING DUPLEX OUTLET EXISTING DUPLEX OUTLET TO BE CONVERTED TO DEDICATED DESIGN/CODE DATA �~ P KI IN ..WQ EXISTING DUPLEX OUTLET TO BE RELOCATED TO BE RAISED GOVERNING CODE: 2019 OREGON STRUCTURAL SPECIALTY CODE OCCUPANCY: B p EXISTING DATA/PHONE ROUGH IN LOCATION CONSTRUCTION TYPE: TYPE II-A _- TENANT AREA: APPROXIMATELY 5,430 SQUARE FEET LA D, GREG • EXISTING COVERPLATE OCCUPANCY LOAD: 37 Q boo EXISTING COVERPLATE TO RECEIVE NEW VOICE/DATA 1r 1 REQUIRED EXIT, 2 EXITS PROVIDED. � QI+' i EXISTING THERMOSTAT BUILDING IS FULLY SPRINKLED AND HAS NFPA SMOKE DETECTION WITH ON SITE EMERGENCY EXISTING LIGHT SWITCH GENERATOR FOR FIRE/LIFE/SAFETY BACKUP POWER. © MACKENZIE 2020 ALL RIGHTS RESERVED NEW DUPLEX OUTLET THESE DRAWINGS ARE THE PROPERTY OF Z CODE SUMMARY PLAN MACKENZIE AND ARE NOT TO BE USED NEW DEDICATED QDADRUPLIX OUTLET OR REPRODUCED T-ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION 0.0 5TH FLOOR NTS SEPERATE PERMIT � NEW VOICE/DATA ROUGH IN LOCATION gF NEW BASE FEED, (1) CIRCUIT PER (4) WORKSTATIONS 2019 OSSC SECTION 107.3.4.1 (BY SEPARATE PERMIT) REVISION SCHEDULE FIRE SPRINKLER Delta Issued As Issue Date BF NEW BASE FEED, (2) CIRCUITS FIRE ALARM 1 ASI-1 11/12/2020 MECHANICAL CR PP PROJECT GENERAL NOTES 25? NEW CARD READER OR PIN PAD LOCATION ELECTRICAL PLUMBING $os $p,, NEW DIMMING OR OCCUPANCY SENSOR LIGHT SWITCH EXIT ILLUMINATION 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. ® L-1 NEW 2'X4'LED LIGHT FIXTURE. NOTE: DESIGN BUILDERS ARE FULLY RESPONSIBLE FOR THE DESIGN OF THESE SYSTEMS/COMPONENTS. B. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE LATEST ADOPTED BUILDING CODE EDITION, AND TO CONDITIONS AND SPECIFICATIONS OF ALL GOVERNING AUTHORITIES. ® THESE SYSTEMS/COMPONENTS SHOWN ON DOCUMENTS ARE SCHEMATIC ONLY: THEY ARE NOT L-2 NEW 2'x2'LED LIGHT FIXTURE. INTENDED TO REPRESENT FINAL/CODE COMPLIANT DESIGN. PROVIDE DESIGN DOCUMENT SUBMITTAL TO C. VERIFY AND CONFIRM ALL CONDITIONS, DIMENSIONS,AND LAYOUT INFORMATION PRIOR TO START OF CONSTRUCTION. NOTIFY MACKENZIE OF ANY DISCREPANCIES PRIOR TO START OF ARCHITECT OF RECORD FOR REVIEW PRIOR TO SUBMITTAL WORK. ANY CORRECTION WORK REQUIRED AS A RESULT OF NOT REPORTING SUCH DISCREPANCIES SHALL BE PERFORMED AT NO ADDITIONAL COST TO THE OWNER. L-3 NEW U HANGING LED LIGHT FIXTURE. D. CONTRACTOR AND SUBCONTRACTORS SHALL CAREFULLY EXAMINE THE SITE AND THE CONSTRUCTION DOCUMENTS OF THE ENTIRE WORK. INCONSISTENCIES IN THE PLANS OR t o L-4 NEW RECESSED LED LIGHT FIXTURE SHEET TITLE: SPECIFICATIONS SHALL BE CALLED TO THE ATTENTION OF MACKENZIE. CONTACTS TITLE SHEET, Q L-5 NEW PENDANT LIGHT FIXTURE E. REFER TO ENLARGED PLANS AND ELEVATIONS WHERE INDICATED FOR ADDITIONAL INFORMATION. ENLARGED PLANS TAKE PRECEDENCE OVER PLANS OF SMALLER SCALE,AND DETAILS CODE SUMMARY, TAKE PRECEDENCE OVER PLANS. IN THE CASE OF A CONFLICT, THE HIGHEST COST OPTION SHOULD BE PRICED. o L-6 NEW RECESSED LED CAN LIGHT ARCHITECT VICINITY MAP, F. DETAIL REFERENCES SHALL BE APPLIED TO ALL INSTANCES WHERE THE SAME CONDITIONS OCCUR, UNLESS NOTED OTHERWISE. SYMBOLS AND REFERENCES MACKENZIE ARCHITECTURAL 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 1515 SE WATER AVE, SUITE 100 LEGEND, AND ACCESS FLOOR. PORTLAND, OR 97214 NOTES H. DO NOT SCALE DRAWINGS. NORTH ARROW CONTACT: MORGAN TOTH TEL: 503.224.9560 1. CUTTING AND DRILLING OF STRUCTURAL MEMBERS NOT DETAILED REQUIRES THE WRITTEN PERMISSION OF THE STRUCTURAL ENGINEER OF RECORD. FILLED ARROW FAX: 503.228.1285 DRAWN BY: KGB, SJR A EMAIL: MToth@mcknze.com J. SAVE AND RECYCLE DEMOLITION DEBRIS AS APPLICABLE. ALL DEMOLISHED OR REMOVED EXISTING MATERIAL SHALL BE LEGALLY DISPOSED. COORDINATE WITH CITY OF TIGARD DETAIL# INTERIOR ELEVATION 12 REVISION MARK CHECKED BY: MRT, PDK REQUIREMENTS FOR RECYCLING/RE-USE OF DEMOLITION DEBRIS. KEY MARK SHEET# LANDLORD SUB-CATEGORY REVISION # SHEET: 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 CATEGORY COMPANY WYSE REAL ESTATE INVESTORS 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 STREET 810 SE BELMONT ST OCCUPANCY BY TENANT. KEYNOTE SPACE NAME REVISION CLOUD CITY, OR ZIP PORTLAND, OR 97214 G0m01 CONTACT: GREG CLOSE L. ALL DESIGN-BUILD ITEMS, SYSTEMS, AND ELEMENTS ARE TO BE SUBMITTED FOR REVIEW AND APPROVED BY MACKENZIE. OFFIC SPACE # TEL: 503-595-9685 ROOM/SPACE IDENTIFICATION 114 EMAIL: GCLOSE@WYSEREA.COM M. EXISTING MATERIAL NOTED TO BE RETURNED TO THE OWNER SHALL BE SAFELY STORED AND PROTECTED UNTIL IT IS REMOVED FROM THE SITE BY THE OWNER. CONTRACTOR SHALL Exlsr. FLOOR FINISH JOB NO. COORDINATE WITH THE OWNER. P-1 B-1 WALL BASE FINISH 2190290.05 WALL FINISH ! PERMIT SET: 09/09/2020 DOOR SYMBOL NUMBER IOTA 219029005\DRAWINGSVWRCHITECTURAL\05 G0.01.DWG CAK 11/10/20 09:38 1:96.00 KEYNOTES GENERAL NOTES • 1. PATCH AND REPAIR WALLS AS REQUIRED BY NEW CONSTRUCTION, TO RECEIVE NEW FINISHES. A. REMOVE EXISTING FLOOR FINISH AND RUBBER BASE THROUGHOUT. PATCH, REPAIR AND PREP Ly�l 2. SALVAGE EXISTING SINK AND FAUCET FOR RE-USE. PROVIDE NEW IF REQUIRED. SUBSTRATE AS REQUIRED TO RECEIVE NEW FINISHES. SEE SHEETA4.10 FOR FINISHES. B. THE CONTRACTOR SHALL CAREFULLY EXAMINE CONSTRUCTION DOCUMENTS FOR THE WORK. ANY Imm s 3. REMOVE AND RELOCATE EXISTING DOOR, FRAME, AND HARDWARE IF FEASIBLE. DOOR TO MATCH CONFLICTS, INCLUDING BUT NOT LIMITED TO BUILT CONDITIONS OF M.E.P. IN THE PLANS SHALL BE ;; • �} EXISTING SUITE 505 STANDARD AND BE IN LIKE NEW CONDITION. CALLED TO THE ATTENTION OF THE ARCHITECT/DESIGNER, SO THAT THE CLARIFICATION CAN BE y= +64" 3 66' os ;" ., 4. ALIGN NEW WALL WITH EXISTING WALL. ISSUED. Architecture ■ Interiors ,rr C. SALVAGE ALL DEMOLISHED COMPONENTS AS POSSIBLE. RETURN TO LANDLORD FOR FUTURE USE. s ��'=====� "" '_---- - - - , 5. Nor usED. Planning ■ Engineering 33 3 -=-IT---------41 --- - ---------- - D. SAVE AND RECYCLE DEMOLITION DEBRIS WHERE POSSIBLE. COORDINATE WITH CITY OF TIGARD REQUIREMENTS FOR RECYCLING DEMOLITION DEBRIS 486' , „ +64,� 6. FLOOR N T EDGE OF WALL OR CABINETRY. PROVIDE METAL TRANSITION STRIPS AS +u E. CAP ALL ABANDONED PLUMBING, ELECTRICAL CONDUIT, AND OTHER UNDER SLAB UTILITIES AS �'_ __ _� ___===L`=Td GNRLO S FINISH AGI. ALIGN - _ ff_---- ' 7 r ------ - {FA v(f} REQUIRED. �T' 20'-11'� �'�, 10.2"� " 6� a 1 7. NEW 7'-2"WIDE TEMPERED INTEGRAL RELITE. TOP OF RELITE TO ALIGN WITH TOP OF DOOR. F. RETAIN EXISTING FIRE EXTINGUISHERS FOR FUTURE USE. RELITE TO BE FRAMED WITH (2) EQUAL BUTT GLAZED PANELS. PROVIDE CLEAR SILICONE G. EXISTING STRUCTURE TO BE LEFT UNDISTURBED AND INTACT. PERFORM NO DEMOLITION THAT MAY +3E Portland, OR CAULKING WHERE PANELS BUTT TOGETHER. PROVIDE STRUCTURAL BRACING ABOVE AS COMPROMISE THE STRUCTURAL INTEGRITY OF THE BUILDING WITHOUT WRITTEN APPROVAL OF THE 503.224.9560 -- <%�` REQUIRED. SEE DETAILS 5 &6/A5.20. s ' »"-------rr---------- {.rr + i ARCHITECT/DESIGNER. H. SALVAGE ALL EXISTING DOORS AND HARDWARE FOR RE-USE. Vancouver, WA +,2F,=E ==�3_---=__ 8. INFILL EXISTING PENING TO BE FLUSH WITH ADJACENT SURFACE. 360.695.7879 _ I. ALL EXISTING CONDITIONS TO REMAIN, EXCEPT NOTED BELOW. ' +Tz9. PROVIDE NEW FROSTED FILM AT EXISTING ENTRY DOOR AND GLAZING. FINAL SPECIFICATION, J. DIMENSIONS REFLECT FACE OF FINISH TO FACE OF FINISH, UNLESS NOTED OTHERWISE. Seattle, WA 206.749.9993 DESIGN, AND OPACITY TBD. K. WALL THICKNESS ARE NOMINAL, UNLESS NOTED OTHERWISE. I►::� I 'I I; +^�" 10. NEW 13'-2"WIDE TEMPERED INTEGRAL RELITE. TOP OF RELITE TO ALIGN WITH TOP OF DOOR. L. ALL INTERIOR WALLS TO GO TO UNDERSIDE OF GRID UNLESS NOTED OTHERWISE. WWW.R1CknZE.COtt1 ° 2 RELITE TO BE FRAMED WITH (4) EQUAL BUTT GLAZED PANELS. PROVIDE CLEAR SILICONE M. ALL INTERIOR DOORS TO BE SOLID CORE FLUSH WOOD DOORS TO MATCH BUILDING STANDARD ^�- PIS UNLESS NOTED OTHERWISE, MACKENZIE. E ;;?° ti,- CAULKING WHERE PANELS BUTT TOGETHER. PROVIDE STRUCTURAL BRACING ABOVE AS ------� � "'� � N. OUTLETS INDICATED ARE EXISTING UNLESS NOTED OTHERWISE. SITE VERIFICATION HAS BEEN DESIGN DRIVEN I CLIENT FOCUSED • c0 4:T. REQUIRED. SEE DETAILS 5 &6/A5.20. PERFORMED ON 07/29/2020, WHILE OCCUPIED (EXISTING SUITE 505) AND VACANT (EXISTING SUITE , _ • 11. NEW 6-9"WIDE TEMPERED INTEGRAL RELITE. TOP OF RELITE TO ALIGN WITH TOP OF DOOR, 500) AND PLAN, ELECTRICAL AND CEILING INFORMATION HAS BEEN UPDATED (OBSERVATION IS Client PP s 1'-1" 1'4" FA �® RELITE TO BE FRAMED WITH (2) EQUAL BUTT GLAZED PANELS. PROVIDE CLEAR SILICONE LIMITED TO VISIBLE/ACCESSIBLE AREAS). CONTRACTOR TO FIELD VERIFY AND CONFIRM ADDITIONAL 1 CAULKING WHERE PANELS BUTT TOGETHER. PROVIDE STRUCTURAL BRACING ABOVE AS REQUIREMENTS WITH TENANT. 34" 1, 1,&-4" REQUIRED. SEE DETAILS 5 & 6/A5.20. 0. ELECTRICAL, DATA AND SWITCHING LOCATIONS INDICATED ARE SHOWN TO CONVEY GENERAL 1 INTENT ONLY. COORDINATE ELECTRICAL/DATA SWITCHING REQUIREMENTS WITH TENANT AND ��THIA r,rr ^i, rr PROVIDE DRAWINGS BY SEPARATE PERMIT. ' l ', - - - - -/ 1 GRAL RELITE. TOP OF RELITE TO ALIGN WITH TOP OF DOOR. RELITE TO BE FRAMED WITH (2) QUAL BUTT GLAZED PANELS. PROVIDE CLEAR SILICONE N. NO VOC PAINT SYSTEMS TO BE UTILIZED, TO INCLUDE PRIMERS AS WELL AS FINISH PRODUCTS. MOTORS, INC. CAULKING WHERE PANELS BU TOGETHER. PROVIDE STRUCTURAL BRACING ABOVE AS 0. ALL DIMENSIONS SHOWN AS PLUS/MINUS (±) ARE FOR GENERAL LAYOUT AND REFERENCE ONLY. /A5.20. VERIFY AND CONFIRM ALL DIMENSIONS AND CONDITIONS PRIOR TO START OF WORK. NOTIFY ='rr T' I ARCHITECT/ENGINEER OF ANY DISCREPANCIES PRIOR TO START OF WORK. ------ ----- - I 13. PROVIDE METAL TRANSITION STRIP, SEE DETAIL 3/A5.21. P. ADD SOUND INSULATION IN ALL NEW AND EXISTING WALLS, IF NOT ALREADY EXISTING. iff-- - 14. NEW UPPER AND LOWER CABINETRY. Q. FLOORING TRANSITIONS TO BE CENTERED IN DOORWAY, UNLESS NOTED OTHERWISE. 5-m - - - - - - - 15. NEW UPPER AND LOWER CABINETRY. ASSUME SINK TO OCCUR AT EXISTING PLUMBING LOCATION. Project +44• LITHIA DRIVEWAY 16. NEW FLUSH FLOOR BASEFEED LOCATION. COORDINATE FINAL POWER REQUIREMENTS AND SUITE 501 r a LOCATION WITH TENANT AND TENANT'S FURNITURE VENDOR. CONTRACTOR TO CONFIRM LL fq4 BASEFEED LOCATIONS DO NOT INTERFERE WITH EXISTING POST-TENSION SLAB AND INFORM TENANT ARCHITECT OF ANY CONFLICTS PRIOR TO DRILLING. IMPROVEMENT 17. NOT USED. 9020 SW WASHINGTON 18. PROVIDE POWER, DATA, AND BLOCKING AS REQUIRED FOR TENANT PROVIDED TV. COORDINATE SQUARE ROAD 1 DEMOLITION PLAN FINAL REQUIREMENTS AND LOCATION WITH TENANT. TIGARD, OREGON 97223 19. PROVIDE BLOCKING AS REQUIRED FOR TENANT PROVIDED WHITE BOARDS. COORDINATE FINAL 1 .1 1/8"=1'-0° LOCATION WITH TENANT. 20. GRAPHIC WALL LOCATION. PREP WALL TO LEVEL 5 FINISH TO RECEIVE VINYL GRAPHIC. rr�� Mcg COORDINATE FINAL GRAPHIC DESIGN AND LOCATION WITH TENANTS MARKETING TEAM. OPA fKISLIN21. WALL TO EXTEND TO "ACCEPT"SLIDER AND TO ACCOMMODATE LOCKING HARDWARE.22. EXISTING OUTLET TO BE DEDICATED. PROVIDE NEW AS REQUIRED.43 L. EGO 24. PROVIDE POWER AND BLOCKING AS REQUIRED FOR BACKLIT SI A C OR INA F AL 18a I jI jjA L AN REQUIREMENTS AND LOCATION WITH TENANT AND TENANT'S SIGNAGE VENDOR. OF 18 18 19 OFFICE FFICE OFFICE CONFERENCE 21 512 508 +�.. 509 510 OPEN OFFICE MACKENZIE 2020 cPr ESERVED ,g CPT +so cPT +BD 64 CP 511 THESEO WINGS ARE ALL RIGHTS THE PROPERTY OF P R8 P RB P RB +80' `� P RB FCP F6 PHONE 513A y i BF / - MACKENZIE AND ARE NOT TO BE USED CPT-1 +60' CPT-1 CPT-1 CPT-1 513OR REPRODUCED IN ANY MANNER, CPr-z cPr-2 CPT-2 - CPT-2 CPT _ / WITHOUT PRIOR WRITTEN PERMISSION 7 +� 12 10 20 P RB ALTERNATE UPGRADES 512A 57,_ „ A 509A 13'-2" 4 510A 16 PROVIDE SEPARATE PRICING FOR THE FOLLOWING: REVISION SCHEDULE T-2" 6'-9" cPt-2 6 TYP 22 AA. IN LIEU OF EXISTING STONE CAP TO REMAIN, DEMOLISH STONE CAP. PROVIDE NEW SOLID Delta Issued As Issue Date BF 1'-4" Bp cPT-1 BF BF BF BF COFFEE SURFACE CAP, SPECIFICATION TBD. PATCH AND REPAIR WALL AS REQUIRED TO RECEIVE NEW 1 ASI-1 11/12/2020 ip 514 PAINT. BF 5 ih SVT ° 6 4.10 P R8 0� OPEN OFFICE 1 coe Ig 23 24 O 9 4.10 15, P RB R CPT-1 C OF CPT-2 - - - 2 c -' • 507 q LOBBY FA O SHEET TITLE: vcr 4.10 m q 12" CL 4.10 501 "30- LEJRB °,�-, SPTDEMOLITION 13 so�A „ _q" 1Ptg' 20 CPT-2 P� P RB N PLAN, PARTIAL FF COPY O - 505 503A 502A - J SOtA CPT FIFTH FLOOR 20 CONFERENC CONFERENCE v _+�2 ° +60, CPT_, C�; I PLAN AND CPT CPi +60' l i+ P Rev B 18 P RB ,6 NOTES 22 14 4 18 g 5'-5" 14'-8" 10'-10, 13'-5" DRAWN BY: KGB, SJR OPEN OFFICE pC04 PTCHECKED BY: MRT, PDK RB 20 SHEET: cPr-1 ExsT A1 . 10 2 PARTIAL FIFTH FLOOR PLAN 1 .1 1/8"=V-0" JOB NO. 2190290.05 PERMIT SET: 09/09/2020 219029005\DRAWINGS\ARCHITECTURAL\05 A1.10.DWG CAK 11/10/20 09.38 1:96.00 AREA OF WORK CR CR Architecture . Interiors 5 o Planning ® Engineering —T rn IT Portland, OR 0 11 UCT 503.224.9560 Vancouver, WA 360.695.7879 Seattle, WA i 6 206.749.9993 ND www.mcknze.com 1 - 7 MACKENZIE . DESIGN DRIVEN 1 CLIENT FOCUSED 12 Client 3 — III II 13 ILITHIA 4 MOTORS, INC. d' Project LITHIA DRIVEWAY 1 KEY PLAN 3RD FLOOR 2 DEMOLITION PLAN r7PARTIAL THIRD FLOOR PLAN SUITE 501 1 .1 NTS 1 .1 1/4"=V-0" 1 .1 1/4"=1'-0" TENANT IMPROVEMENT 9020 SW WASHINGTON SQUARE ROAD TIGARD, OREGON 97223 I + + P D.rC� Zf 1D GENERAL NOTES KEYNOTES V. Di' A. REMOVE EXISTING FLOOR FINISH AND RUBBER BASE THROUGHOUT. PATCH, REPAIR AND PREP 1. REMOVE AND RELOCATE EXISTING DOOR, FRAME,AND HARDWARE, IF FEASIBLE. PROVIDE NEW IF Ol SUBSTRATE AS REQUIRED TO RECEIVE NEW FINISHES. SEE SHEET A4.10 FOR FINISHES. REQUIRED. B. THE CONTRACTOR SHALL CAREFULLY EXAMINE CONSTRUCTION DOCUMENTS FOR THE WORK.ANY I I CONFLICTS, INCLUDING BUT NOT LIMITED TO BUILT CONDITIONS OF M.E.P. IN THE PLANS SHALL BE 2. REMOVE AND DISPOSE EXISTING SHELVING AND RACK. © MACKENZIE SER 2020 L _ �I ALL RIGHTS RESERVED CALLED TO THE ATTENTION OF THE ARCHITECT/DESIGNER, SO THAT THE CLARIFICATION CAN BE 3. DEMOLISH ANY EXISTING CABLING AND TELCO THAT CANNOT BE RE-USED. THESE DRAWINGS ARE THE PROPERTY OF 1 ISSUED. MACKENZIE AND ARE NOT TO BE USED C. SALVAGE ALL DEMOLISHED COMPONENTS AS POSSIBLE. RETURN TO LANDLORD FOR FUTURE USE. 4. ALIGN NEW WALL WITH EXISTING WALL. OR REPRODUCED IN ANY MANNER, 8 D. SAVE AND RECYCLE DEMOLITION DEBRIS WHERE POSSIBLE. COORDINATE WITH CITY OF TIGARD 5. RELOCATED DOOR, FRAME,AND HARDWARE. PROVIDE ELECTRIFIED HARDWARE TO ACCOMMODATE WITHOUT PRIOR WRITTEN PERMISSION REQUIREMENTS FOR RECYCLING DEMOLITION DEBRIS. TENANT PROVIDED CARD READER SYSTEM AT BOTH SIDES OF DOOR. CONFIRM FINAL E. CAP ALL ABANDONED PLUMBING, ELECTRICAL CONDUIT, AND OTHER UNDER SLAB UTILITIES AS SPECIFICATIONS WITH TENANT AND TENANT'S VENDOR. REVISION SCHEDULE REQUIRED. F. RETAIN EXISTING FIRE EXTINGUISHERS FOR FUTURE USE. 6. PROVIDE NEW 4'X4' FIRE RATED PLYWOOD PHONE BOARD WITH (3) DEDICATED 20-AMP QUADRUPLEX 10 Delta Issued As Issue Date G. EXISTING STRUCTURE TO BE LEFT UNDISTURBED AND INTACT. PERFORM NO DEMOLITION THAT MAY OUTLETS. COORDINATE FINAL REQUIREMENTS AND LOCATION WITH TENANT. 1 ASI-1 11/12/2020 COMPROMISE THE STRUCTURAL INTEGRITY OF THE BUILDING WITHOUT WRITTEN APPROVAL OF THE 7. INSTALL 2'X2' POST RACK WITH VERTICAL CABLE MANAGER. PROVIDE CABLE TRAY FOR CABLING TO I F-1 ❑ ARCHITECT/DESIGNER. PATCH PANELS. COORDINATE FINAL LOCATION AND REQUIREMENTS WITH TENANT. L H. SALVAGE ALL EXISTING DOORS AND HARDWARE FOR RE-USE. I. ALL EXISTING CONDITIONS TO REMAIN, EXCEPT NOTED BELOW. 8. EXISTING MAIN SAT GRIDLINE,TYPICAL,AS IDENTIFIED DURING SITE OBSERVATION. OBSERVATION IS J. DIMENSIONS REFLECT FACE OF FINISH TO FACE OF FINISH, UNLESS NOTED OTHERWISE. LIMITED TO VISIBLE IDENTIFICATION OF CONSISTENT MAIN LINES.ANY VARIATIONS TO BE K. WALL THICKNESS ARE NOMINAL, UNLESS NOTED OTHERWISE. CONFIRMED ON SITE BY CONTRACTOR. 9 AA L. ALL INTERIOR WALLS TO GO TO UNDERSIDE OF GRID UNLESS NOTED OTHERWISE. 9. PATCH AND REPAIR EXISTING CEILING GRID AS REQUIRED BY NEW CONSTRUCTION,TO MATCH M. ALL INTERIOR DOORS TO BE SOLID CORE FLUSH WOOD DOORS TO MATCH BUILDING STANDARD UNLESS EXISTING SUITE STANDARD. NOTED OTHERWISE. N. OUTLETS INDICATED ARE EXISTING UNLESS NOTED OTHERWISE. SITE VERIFICATION HAS BEEN 10, DEMOLISH AND RELOCATE EXISTING CEILING COMPONENT AS REQUIRED BY NEW CONSTRUCTION I PERFORMED ON 09/21/2020, WHILE AND VACANT AND PLAN, ELECTRICAL AND CEILING INFORMATION AND NEW LIGHTING LAYOUT. HAS BEEN UPDATED (OBSERVATION IS LIMITED TO VISIBLE/ACCESSIBLE AREAS). CONTRACTOR TO FIELD 11. PROVIDE SPLIT A/C SYSTEM. CONFIRM FINAL REQUIREMENTS AND SPECIFICATIONS WITH TENANT. VERIFY AND CONFIRM ADDITIONAL REQUIREMENTS WITH TENANT. SHEET TITLE: 0. ELECTRICAL, DATA AND SWITCHING LOCATIONS INDICATED ARE SHOWN TO CONVEY GENERAL INTENT 12. MATCH EXISTING CORRIDOR WALL CONSTRUCTION AND RATING. DEMOLITION PLAN, ONLY. COORDINATE ELECTRICAL/DATA SWITCHING REQUIREMENTS WITH TENANT AND PROVIDE 13. PROVIDE NEW BUILDING STANDARD 3'-0"W X 8'-6"H± SOLID CORE DOOR WITH LEVER HANDLE AND PARTIAL THIRD FLOOR DRAWINGS BY SEPARATE PERMIT. CARD READER LOCKSET F86, BUTTS, SEALS,AND STOPS. DOOR TO HAVE ELECTRIFIED HARDWARE PLAN, REFLECTED 4 REFLECTED CEILING DEMOLITION PLAN 5 REFLECTED CEILING PLANN.O. ALL DIMV PAINT SYSTEMS TO BE UTILIZED, TO INCLUDE PRIMERS AS WELL AS FINISH PRODUCTS.ENSIONS SHOWN AS PLUS/MINUS (±) ARE FOR GENERAL LAYOUT AND REFERENCE ONLY. TO ACCOMMODATE TENANT PROVIDED CARD READER SYSTEM, CONFIRM FINAL SPECIFICATIONS CEILING DEMOLITION M 1 .1 1/4"=1'-0" 1 .1 1/4"=1'-0" VERIFY AND CONFIRM ALL DIMENSIONS AND CONDITIONS PRIOR TO START OF WORK. NOTIFY WITH TENANT AND TENANTS VENDOR. DOOR TO MAINTAIN EXISTING CORRIDOR RATING PLAN, REFLECTED ARCHITECT/ENGINEER OF ANY DISCREPANCIES PRIOR TO START OF WORK. REQUIREMENTS. CEILING PLAN, AND P. ADD SOUND INSULATION IN ALL NEW AND EXISTING WALLS, IF NOT ALREADY EXISTING. 14. THIS AREA OF WALL TO BE KEPT FREE FROM ANY ELECTRICAL OR EQUIPMENT IN ORDER TO NOTES 0. FLOORING TRANSITIONS TO BE CENTERED IN DOORWAY, UNLESS NOTED OTHERWISE. ACCOMMODATE FUTURE STRUCTURAL SUPPORT COLUMN. ALTERNATE UPGRADES DRAWN BY: SJR AA. IN LIEU OF EXISTING CEILING TILE TO REMAIN, PROVIDE NEW CEILING TILE, SAT-1. CHECKED BY: MRT, PDK SHEET: A1 . 11 JOB NO. 2190290.05 PERMIT SET: 09/09/2020 219029005\DRAWINGS\ARCHITECTURAL\05 A1.11.DWG CAK 11/10/20 09:39 1:96.00 KEYNOTES GENERAL NOTES 1. EXISTING MAIN SAT GRIDLINE, TYPICAL, AS IDENTIFIED DURING SITE OBSERVATION. OBSERVATION A. SUSPENDED ACOUSTICAL TILE CEILINGS AT 8'-10"± (EXISTING) AFF, UNLESS NOTED OTHERWISE. I IS LIMITED TO VISIBLE IDENTIFICATION OF CONSISTENT MAIN LINES.ANY VARIATIONS TO BE B. FOR SEISMIC BRACING OF SUSPENDED CEILING AND INTERSTITIAL EQUIPMENT SEE DETAIL 1/A5.20. ■ CONFIRMED ON SITE BY CONTRACTOR. C. CENTER ALL DOWN LIGHTS, FIRE SPRINKLER HEADS, SMOKE DETECTORS AND ALL OTHER CEILING 1A _ __ __-_ 2. PATCH AND REPAIR EXISTING CEILING GRID AS REQUIRED BY NEW CONSTRUCTION, TO MATCH PENETRATIONS IN CENTER OF 2x2 PORTION OF 2x4 TILE, UNLESS NOTED OTHERWISE. - J EXISTING SUITE STANDARD. D. COORDINATE ELECTRICAL REQUIREMENTS WITH TENANT, ALL ELECTRICAL DRAWINGS WILL BE BY Architecture ■ Interiors __ 3 SEPARATE PERMIT. Planning ■ Engineering 3. DEMOLISH AND RELOCATE EXISTING CEILING COMPONENT AS REQUIRED BY NEW CONSTRUCTION E. HVAC CONTRACTOR TO PROVIDE FULL SHEET OF THE FLOOR AFFECTED UPON COMPLETION. g g _ _ • AND NEW LIGHTING LAYOUT. CONTRACTOR IS RESPONSIBLE TO PROGRAM THE OVERRIDE HVAC BUTTON. + -r + + + + S; + + 4. NEW 2'X4'AND 2'X2' LED LIGHT FIXTURES TO BE DIMMING. PROVIDE NEW DIMMING LIGHT F. REPLACE DAMAGED AND SOILED CEILING TILES WHERE AFFECTED BY CONSTRUCTION TO MATCH SWITCHES AS REQUIRED. EXISTING. 3 - G. LIGHTING LAYOUT IS SHOWN FOR PRELIMINARY DESIGN INTENT ONLY. FINAL LIGHTING LAYOUT TO 5. PROVIDE INDIVIDUAL THERMOSTAT AND HVAC CONTROL. CONFIRM FINAL SPECIFICATIONS WITH BE PROVIDED BY THE ELECTRICAL CONTRACTOR AND IS DEPENDANT ON OREGON ENERGY CODE Portland, OR TENANT. ALLOWANCES AND EXISTING BUILDING INFRASTRUCTURE IN CEILING. ELECTRICAL CONTRACTOR TO 503.224.9560 fl-fl- + 6. PROVIDE SPEAKER FOR TENANT PROVIDED DOOR BELL SYSTEM. CONFIRM FINAL SPECIFICATION REVIEW ALL REQUIRED LIGHTING LEVELS AND DISTRIBUTION AND NOTIFY ARCHITECT OF ANY Vancouver, WA CONCERNS OF FOOTCANDLES OR FIXTURE PLACEMENT/LOCATION WITHIN ANY AREA OF THE SPACE. 360.695.7879 + 1 + + ;g; 3 AND LOCATION WITH TENANT. CONFIRM NEW LIGHT FIXTURE PLACEMENT DOES NOT INTERFERE WITH NEW WALL CONSTRUCTION 3 3 3 3 -' 7. PERIMETER CAN LIGHTS TO BE ON SEPARATE SWITCH IN THIS ROOM. AND SAT MAIN GRID LINES, RELOCATE IF REQUIRED. FINAL LAYOUT TO BE REVIEWED AND APPROVED Seattle, WA P BY LOCAL JURISDICTION THROUGH SEPARATE PERMIT. 206.749.9993 ` 8. PROVIDE SPLIT A/C SYSTEM. CONFIRM FINAL REQUIREMENTS AND SPECIFICATIONS WITH TENANT. - - - - - - - - - www.mcknze.com 1 i l-f l-r + 9. NEW WOOD SLAT SYSTEM, WP-1. PROVIDE SUPPORT ABOVE AS REQUIRED. PROVIDE BLACK ;-r + ;-Ir SCHLUTER TRIM AT ALL EDGES, PROFILE TBD. 1 M AC K E N Z I E . ;_t __ 10. REMOVE CEILING-MOUNTED EXIT SIGNAGE AND PROVIDE NEW EXIT SIGNAGE ABOVE LIGHTING SCHEDULE DESIGN DRIVEN I CLIENT FOCUSED ;j; } ENTRANCE/EXIT DOOR SO IT DOES NOT IMPEDE WITH NEW FEATURE AT CEILING. Client 3 LF-1: (2'X4' DIMMING LED) LITHONIA; 2BLT4; 2'X4' + _ ALTERNATE UPGRADESLF-2: ( ) H 2'X2' DIMMING LED LITHONIA; 2BLT2; 2'X2' L I T H I A ,- PROVIDE SEPARATE PRICING FOR THE FOLLOWING: LF-3: (HANGING LINEAR LED) FLUXWERX; VIEW; VUI-B; 4' LONG; SQUARE PROFILE; BLACK01, + AA. IN LIEU OF EXISTING CEILING TILE TO REMAIN, PROVIDE NEW CEILING TILE THROUGHOUT, SAT-1. POWDERCOAT FINISH; 20 UP 80 DN os _ LIr i_r ,W + BB. PROVIDE SOUND ATTENUATION BATT ABOVE CEILING TILES, 4'-0" CENTERED ON WALLS. CONTACT: ROBBIE KENAGY (rkenagy@hlsterns.com) I MOTORS, INC. Fn LF-4: (RECESSED LED LINEAR) NULITE, REGOL02 LED TRIMLESS, RECESSED, 3500K, DIMMING, 1 3 J 2.5"WIDE X 8' LONG, FLUSH FROSTED LENS, WHITE FINISH r - - - - *TO BE INSTALLED FLUSH WITH WOOD SLATS, WP-1 +f + ! CONTACT: ROBBIE KENAGY (rkenagy@hlsterns.com) + + I LF-5: (DECORATIVE PENDANT) BUZZISPA E; BUZZISHADE PENDANT LED; MEDIUM IZE; FRO TED Project ! LITHIA DRIVEWAY GLASS GLOBE DIFFUSER; FLUORESCENT ORANGE POWDER COATED METAL FRAME, RAL ! 2005; BUZZIFELT ANTHRACITE 68 COVER; FLUORESCENT ORANGE LACE; BLACK POWDER SUITE 501 — — COATED METAL CANOPY, RAL 9005 TENANT — — — — — — — CONTACT: JENN HUBBELL (Jenn@mattercontract.com) NOTE: CONTRACTOR TO CONFIRM EXISTING SUSPENDED CEILING GRID CAN SUPPORT IMPROVEMENT LIGHT FIXTURE AND INFORM ARCHITECT IF GRID CANNOT HOLD FIXTURE. 9020 SW WASHINGTON * _ LF-6: (RECESSED LED CAN LIGHT) LITHONIA; T.B.D. SQUARE ROAD TIGARD, OREGON 97223 1 REFLECTED CEILING DEMOLITION PLAN P KI IN C� y D, 0 EG OF 5 B B 5 B O O O © MACKENZIE 2020 ALL RIGHTS RESERVED THESE • + + ROPERTY OF + + MACKENZ EI AND ARE NOTNGS ARE THE TO F O BE USED OR REPRODUCED IN ANY MANNER, 5 B WITHOUT PRIOR WRITTEN PERMISSION O O 0 REVISION SCHEDULE Delta Issued As Issue Date + } 1 ASI-1 11/12/2020 ® + + 2 AA OS H 9 /m 0" SHEET TITLE: REFLECTED CEILING + DEMOLITION PLAN AND REFLECTED CEILING PLAN, ! 10 1 LIGHTING o 0 0 ! 8 + ! SCHEDULE, AND ! NOTES 01 7 O o 7 0 ! DRAWN BY: KGB, SJR TPi CHECKED BY: MRT, PDK SHEET: 2 REFLECTED CEILING A1 . 20 JOB NO. 2190290.05 PERMIT SET: 09/09/2020 219029005\DRAWINGSWRCHITECTURAL\05 A1.20.DWG CAK 11/10/20 09:39 1:96.00 �^ ; SM sz NOTES: 1 A. FINISH ENDS,TYP. DOOR SCHEDULE HARDWARE GROUPS B. CONFIRM ALL REQUIREMENTS AND SIZES FOR BACKLIT fi TENFERt:D ayss VISION {'IFMPERED GLASS SIGNAGE PRIOR TO CONSTRUCTION. DOOR DOOR OPENING DOOR FRAME HAflDWARE H-1: PASSAGE C. BACKLIT SIGNAGE TO BE FLUSH WITH FACE OF WP-1 NO. SIZE DETAILS GROUP RATING COMMENTS LATCHSET. F75 GRADE 1, BUTTS, / AND TO BE FACE LIT AND HALO LIT WITH WHITE THK TYPE MAIL FINISH MAIL FINISH SEAL, STOPS ACRYLIC FACE. EXIST EXISTING DOOR 1 B D. SHIM AS REQUIRED. ■ E. COORDINATE TERRAMAI WOOD SLAT SYSTEM,WP-1, 501A EXISTING DOOR H-3 2 H-2: OCCUPANCY LOCK WITH TENANT AND TENANTS SIGNAGE VENDOR. CAVITY SLIDERS , LEF ADA lez,\ 1< 11F. BACKLIT SIGNAGE TO BE MOUNTED ON WOOD SLAT 502A 3'-0'k8'-0" EXISTING DOOR 1A/A4.10 H-1 3 INDICATOR LOCK, LEFT HAND i SUBSTRATE. 1 LOCK, BRUSHED STAINLESS Architecture N Interiors 1 STEEL FINISH Planning • Engineering 504A 3'-0"x8'-0" 1-3/4" FG SC S HMK P 1AlA4.10 H-1 - - PROVIDE BLACK H-3: CARD READER LOCKSET F86 I samaw SCHLUTER TRIM AT ALL GRADE I, BUTTS SEAL, STOPS, @B EXPOSED EDGES, 508A 3'-0"x8'-0" EXISTING DOOR 1C/A4.10 IX 5 ELECTRIC STRIKE, & REQUEST TO FULL VISION PANEL FLUSH DOOR WITH INTEGRAL RECITE CEILING PROFILE TBD. ENTER DOOR CHIME ON SIDE RIA " 509A 3.-Ow.-O. EXISTING DOOR 1B/A4.10 IX 5 WITH CARD REAER AND REQUESTS TO EDIT/SENSOR, Portland, OR ? }rernvERFD cuss WP-1,TYP 1 AUTOMATIC UNLOCKING AT EXIT 503.224.9560 BACKLIT SIGNAGE, SEE 512A 3'-0"x8'-0" 1-3/4" FLJR SC S HMK P 1B/A4.10 H-1 SIDE FOR FREE EGRESS Vancouver, WA f/ LOGO"MARK" FROM TENANT PROVIDED / L 2 360.695.7879 c H-4: OF LOCKSET, F86 GRADE 1, @ BRANDING PLAYBOOK. BUTTS, SEAL, STOP, ELECTRIC Seattle, WA gg WP-1 TO BE"CUT OUT" STRIKE TO ACCOMMODATE 206.749.9993 8 8 +I TO ACCOMMODATE TENANT PROVIDED PIN PAD. WWW.mcknze.com b (l I! aQ SIGNAGE. s [i N CONFIRM FINAL SPECIFICATIONS WITH TENANT. M AC K E N Z I E . m m DE516N DRIVER I CLIENT FOCUSED FINFUI FNFLR TI Client SEE DOOR SEE UW SEE= EQ EQ J GENERAL NOTES ABBREVIATIONS SCHEDULE (<)EQUAL SCHEWLE Q C FLUSH DOOR WITH INTEGRAL RELITE D SOLID CORE SLIDER Ir 9'-0 IL g A. ALL DOORS/CLOSURES TO BE CHECKED, ADJUSTED, AND/OR REPLACED TO BE IN COMPLIANCE WITH ADA. o B. ALL TENANT ENTRY DOORS TO RECEIVE A NEW DOOR WITH MORTISE LOCKSET AS DETERMINED BY LANDLORD. FG =AZEDON L�THIA w p C. ALL SECONDARY DOORS TO HAVE DEADBOLTS REMOVED, INSTALL COVERPLATES OR CHANGE DOORS AS AVAILABLE. FURDOOR AND RELITE TYPES W 2 G RAP H I C WALL E LEVATI O N D. ALL DOORS, FRAMES AND HARDWARE TO MATCH TENANT BUILDING STANDARDS. PMOTORS, INC. 1/4"=1'-0" O @LOBBY 501 1/4„=1'-0” w E. VERIFY DOOR HEIGHT DIMENSIONS. APPROXIMATE MEASUREMENTS BASED ON FIELD OBSERVATION. 4.1 p 4.1 F. NEW DOORS MAY BE PULLED FROM EXISTING BUILDING INVENTORY OR RELOCATED WITHIN SUITE WHERE POSSIBLE. 00 o w G. DOOR OPENING HARDWARE SHALL BE CENTERED BETWEEN 36"TO 38"ABOVE THE FLOOR. PANIC HARDWARE SHALL BE SL SLIDER 1 NOTES: NOTES: BETWEEN 36"TO 42". KNOCKDOWN A. FINISH ENDS,TYP. E. SHIM AS REQUIRED. H. PROVIDE WATERLINE FOR A. FINISH ENDS,TYP. E. SHIM AS REQUIRED. H. MAINTAIN MINIMUM CLEAR WIDTH AT STRICK SIDE 18"AT PULL SIDE, 12"AT PUSH SIDE. B. CONFIRM ALL REQUIREMENTS F. ALL EXPOSED EDGES AT TENANT PROVIDED B. CONFIRM ALL REQUIREMENTS AND SIZES FOR F. ALL EXPOSED EDGES AT DOORS AND I. MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED THE FOLLOWING: AND SIZES FOR ALL DOORS AND INTERIOR 6-1%F6� 1 ALL EQUIPMENT/APPLIANCES PRIOR TO SHELVING TO BE P-LAM TO MATCH ADJACENT EXTERIOR DOORS 8.5 LBSProject EQUIPMENT/APPLIANCES SHELVING TO BE P-LAM TO AND CONTRACTOR PROVIDED CONSTRUCTION OF CABINETRY. VERTICAL SURFACE. INTERIOR DOORS 5 LBS COMMENTS LITHIA DRIVEWAY PRIOR TO CONSTRUCTION OF MATCH ADJACENT VERTICAL COFFEE MAKER. C. ALL COUNTER TOPS, EDGES, AND G. UPPER CABINETRY TO HAVE LOCKING FIRE DOORS 15 LBS 1. EXISTING DOOR TO REMAIN. SUITE 501 CABINETRY. SURFACE. BACKSPLASHES, PL-1. HARDWARE. COORDINATE FINAL J. EXIT DOORS SHALL BE OPERABLE FROM INSIDE WITHOUT THE USE OF A KEY, SPECIAL EFFORT OR SPECIAL KNOWLEDGE. NO 2, EXISTING DOOR TO RECEIVE ELECTRIFIED C. ALL COUNTER TOPS, EDGES, G. FLOATING SHELVES TO HAVE D. ALL CABINET FACES AND DOORS, PL-1. SPECIFICATION WITH TENANT. LATCH OR LOCKING DEVICE EXCEPT PANIC HARDWARE PERMITTED. HARDWARE FOR TENANT PROVIDED KEY TENANT AND BACKSPLASHES, PL-1. APPLE PLY EDGE PER PLA. K. DOOR OPENING HARDWARE SHALL BE OPERABLE WITH A SINGLE EFFORT AND SHALL NOT REQUIRE TIGHT GRASPING OR CARD AND DOOR BELL SYSTEM. CONFIRM D. ALL CABINET FACES AND TWISTING OF THE WRIST. FINAL SPECIFICATIONS WITH TENANT. IMPROVEMENT DOORS, PL-1. L. EXIT DOORS SHALL NOT BE LESS THAN 3'-0" IN WIDTH AND 6-8" IN HEIGHT. PROJECTIONS, INCLUDING PANIC HARDWARE, SHALL 3. RELOCATED DOOR AND FRAME WITH NEW 9020 SW WASHINGTON 8 4 7 7 NOT REDUCE THE OPENING TO LESS THAN 32" CLEAR WIDTH. H-1. RELOCATED DOOR TO RECEIVE NEW 5.21 5.21 5.21 5.21 M. ALL GLAZING IN DOORS, ALL GLAZING LESS THAN 18" FROM FINISHED FLOOR,AND GLAZING WITHIN 24"OF DOORS AND LESS BUILDING STANDARD VISION PANEL. SQUARE ROAD 12'-1" THAN 60" FROM FINISH FLOOR SHALL COMPLY WITH ALL LOCAL BUILDING CODE REQUIREMENTS FOR SAFETY GLAZING. (USE 1/2" PROVIDE NEW AS REQUIRED. TIGARD, OREGON 97223 TEMPERED GLASS MINIMUM, UNO.) 4. MODIFY EXISTING, OR PROVIDE NEW IF 5'-8" 61-5"-t FLOATING SHELVES, PROVIDE CONCEALED ALIGN WITH LOWERS N FACILITIES SHALL AVE LEVER OR OTHER. HANDLES, PULLS, LATCHES, LOCKS, AND°SHA E PERMITTING OPERATION BY WRIST OTHER OPERATING DEVICES ON DOORS, BR ARM PRESSURE AND NOT REQUIRING INETS, PLUMBING FIXTURES AND UTILITY REQUIRED, DOOR FRAME TO CEILING (6) RS F CEILING ACCOMMODATE NEW INTEGRAL RELITE, . ��SY ��r TIGHT GRASPING PINCHING OR TWISTING TO OPERATE, THE FORCE REQUIRED TO ACTIVATE SUCH EQUIPMENT, OTHER THAN CONTRACTOR TO PROVIDE NESPRESS 1 EXTERIOR DOORS, SHALL BE NO GREATER THAN 5POUNDS-FORCE. SEE 1 C/A4.10. yil MOMENTO SYSTEM. COORDINATE O. ALL NEW AND EXISTING DOORS TO RECEIVE NEW SEALS AND GASKETS. 5. RELOCATED DOOR, FRAME, AND INAL LOCAT ON TH T NANT. HARDWARE. MODIFY EXISTING, OR PD KI LIN IN T EXPOSED PIPE _ _ _ PROVIDE NEW IF REQUIRED, DOOR FRAME C� TO ACCOMODATE NEW INTEGRAL RELITE PER ADA CODE 1 — — 6. METAL DOOR TRACK TO MATCH BUILDING TENANT PROVIDED SPARKLING WATER STANDARD BLACK FRAMES. EG o MACHINE c 7. RELOCATED DOOR AND FRAME. PROVIDE C\1m m CABINET TO ACCOMMODATE TENANT N AND ELECTRICAL TO A ACCOMMODATE OF n PROVIDED CO2 TANK FOR SPARKLING n NEW HARDWARE AN If 11 COPIER, N.I.C. WATER MACHINE WITH GROMMET AT – – – – _ COUNTERTOP I _ Og N TENANT PROVIDED UNDER COUNTER RUBBER BASE,TYP SCHEDULE OF INTERIOR FINISHES ALtMACKENZI E2020 REFRIGERATORSERVED C 5' 7„+ ATTACHED TOE KICK WITH RUBBER 3'-0” 7"± 1'-10 RUBBER BASE 2'-6"± 7'-0" 4'-4" MACKENZIE AND ARE NOT TO BE USED THESE DRAWINGS ARE THE PROPERTY OF BASE,TYP (5) EQ. DOORS CLR (5) EQUAL (ALT) SAT-1:ARMSTRONG; SECOND-LOOK DUNE 2712; SIZE: 24"X48" OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION 12 1 PL-1: (CABINET FACES &COUNTERTOP) WILSONART; LINEN D427-60; MATTE FINISH; APPLE PLY EDGE AT EXPOSED COUNTER TOP AND w FLOATING SHELVE EDGES REVISION SCHEDULE 3 CABINETRY ELEVATION 0 CONTACT: NANCY GARMAN (ngar n@ebbradiey.com) 4 CABINETRY ELEVATION 1 Delta Issued As Issue Date > > RB-1: JOHNSONITE; 3 BU NT UMB SIZE: 4"HIGH; PROFILE: FLAT AT CARPET, COVED ATL ND VCT.) 1 ASI-1 11/12/2020 4.1 @COFFEE 514 1/4 =1 -0 J 4.1 @COPY 505 1/4"=1'-0" J CONTACT: PEGG ggysuzio@saf.us.com) w w LVT-1: PATCRAFT; AGGREGATE 1333V; FRAGMENT 005500; THICKNESS: 20 MI ; SIZE: 24"X24'; INSTALLATION: GLUE DOWN, ASSUME QUARTER TURN INS i CONTACT: MANDA DAMMARELL (amanda.dammarell@patcraft.com) VCT-1: VINYL COMPOSITION TILE; ARMSTRONG, STANDARD EXCELON IMPERIAL TEXTURE, CHARCOAL 51915, 12"X1211. CPT-1: (FIELD) SHAW CONTRACT; BOUNDLESS TILE 5T314; CALM 05580; SIZE: 9"X36", ASSUME HERRINGBONE INSTALLATION. CONTACT: REBECCA KOTEEN (rebecca.koteen@shawcontract.com) CPT-2: (ACCENT) SHAW CONTRACT; BOUNDLESS TILE 5T314; SPRINGS 05440; SIZE: 9"X36", ASSUME HERRINGBONE INSTALLATION. CONTACT: REBECCA KOTEEN (rebecca.koteen@shawcontract.com) SHEET TITLE: (AL SS-1: PENTAL; 2 CM QUARTZ; COLOR: T.B.D. Q INTERIOR i WP-1: TERRAMAI, CUSTOM MODULAR SLAT PANEL SYSTEM, WATER RECLAIMED ANGELIQUE, NATURAL CLEAR OIL FINISH, STANDARD 1 4" ELEVATIONS, CEILI G 1 WIDE PLANK WITH CUSTOM 2�"WIDE REVEAL, SUBSTRATE TO BE PAINTED IN SHERWIN WILLIAMS IRON ORE SW 7069, EXPOSED SCHEDULES, SUBSTRATE EDGES TO HAVE BLACK SCHLUTER TRIM (SIZE AND PROFILE AS RECOMMENDED BY MANUFACTURER), ASSUME ADHESIVE/NAIL INSTALLATION AND NOTES *BRANDING GRAPHIC AND ANY REQUIRED MOUNTING MATERIAL AND INSTALLATION DIRECTIONS TO BE SENT TO TERRAMAI FOR APPLICATION TO SUBSTRATE SIGNAGE VENDOR CONTACT: JASON SPEAR ES&A SIGN AND AWNING CO. 541.868.1759 DRAWN BY: SJR JSPEAR@ESASIGNS.COM b a *ARCHITECT REQUESTS REVIEW OF CUSTOM SHOP DRAWINGS PROVIDED BY TERRAMAI CHECKED BY: MRT, PDK CONTACT: TASHAWNA NASH % 206.450.6712 SHEET: TNASH@TERRAMAI.COM SEE DOOR L 7'-0"± 5'-9"± IS4 DOOR 6'-9"± SEE DOOR 13'-2"± EXISTINGw P-1: (GENERAL PAINT) SHERWIN WILLIAMS; SW7006 EXTRA WHITE A4m10 SCHEDULE (2) EQ (2) EQ SC EDULE (2) EQ SCHEDULE (4) EQ TO REMAIN 1 EQ _V1 EQ U P-2: (IT 327) SHERWIN WILLIAMS; SW7004 SNOWBOUND LL u_ p P-3: (ACCENT) SHERWIN WILLIAMS; COLOR TO MATCH COLOR 'LAKE' (HEX#0292D3) FROM TENANT PROVIDED DRIVEWAY BRAN JOB NO. 5 WALL ELEVATION a LAY °° 2190290.05 O 4.1 @ OPEN OFFICE 506 1/4"=1'-0" w PAINT NOTE: EGGSHELL WASHABLE FINISH AT CEILING AND SOFFITS, SATIN WASHABLE FINISH AT WALLS. FINISH TO HAVE A MASTER PERMIT SET: 09/09/2020 PAINTER INDEX OF 3 WITH A GOOD SCRUB RATING AND SHEEN AT 15%-25%AT 60 DEGREES. w '219029005'C:\TEMPWCPUBLISH 19740\OS A4.10.DWG CAK 11/10/20 09:42 1:96.00 FLOOR OR ROOF STRUCTURE 33 MIL 3-1/2" METAL POP RIVET RUNNER TO WALL ANGLE AT 2 ADJACENT WALLS, FASTEN STUD BRACING TO FLOOR CLOSURE ANGLE W/ #6 SCREWS DIRECTLY TO WALL FRAMING OR PROVIDE STRUCTURE WALL ANGLE WITH (2) #8 T 8'-0" OC LIMITING WALL HEIGHT TABLE STRUT STABILIZER BAR BETWEEN ALL MEMBERS AT PERIMETER BERC 2 8" MAX. CUP METAL SCREWS AT EACH INTERIOR NON STRUCTURAL COMPOSITE WALLS L/240 @ 5psf ADDITIONAL #12 WIRE SUPPORT AT ALL MEMBERS WITHIN 8" OF END. BRACING TO BE DESIC�VATI�N SPACING MAX WALL IIC�-IT PERIMETER PROVIDED WHERE LATERAL BRACING WITH APPROVED VERTICAL COMPRESSION STRUT AT DISTANCE BETWEEN13 . 12'-0" OC EA WAY 0 " MAIN RUNNER PERPENDICULAR 362S125-18 24" '-5" COUNTERSLOPE HANGERS IF MORE THAN 1:6 OUT OF PLUMB Q o� INTERSECTING WALLS OR 362S125-18 16" 14'-4" HORIZONTAL BRACING 362Si62-33 16" ig'_5" Architecture IS Interiors 2 4 BETWEEN WALLS EXCEEDS Planning ■ Engineering 8'-0" OC 362Si62-43 16" � nl OO o, 3" SOUND ATTENUATION 6005162-33 16" 24'-6" "ATTACHED �� BATT. 4'-0" CENTERED ON WALL" °. SUSPENDED WALL WHERE NOTED. INEFIdOR NON STRUCTURAL COMPOSITE WALLS SECURE ALL HANGERS TO BLDG `4o- CEILING CUT TILE FOR TIGHT FIT wiTA CERAW TLE FACM L/360 ® 5psf PortA 124STRUCTURE. TRAPEZE DUCT AT WALLS 503.29560 OR CELNQ EDGE AT WALL WORK AND OTHER LARGE A GYPSUM BOARD CASING BEAD USG 200-A I�E3ICIATION 3PACNVG MAX WALL FIEKK�I-IT OBSTRUCTIONS NOTE: FOR UNATTACHED WALLS PROVIDE A EACH SIDE Vancouver, WA IUK L 3/4" GAP BETWEEN EDGE OF ANGLE AND CLIP ATTACH STUD TRACK 362S725-18 16" 12'-4" 360.695.7WA . $!, CROSS RUNNERS FIT BETWEEN MAIN RUNNERS -- DO NOT SCREW BERC 2 CLIP TO TRACK THROUGH GRID 362S125-33 16" 14'-3" Seattle, WA SOUND ATTENUATION 206.749.9993 A MAIN RUNNERS AT 4'-0" OC SUPPORT WITH #12 WIRE AT 4'-0" OC IA INSULATION PER PLAN www.mcknze.com 6'-0" MAX OR WITH 110 WIRE AT 5'-0" OC EA WAY METAL STUDS. LATERALLY BRACE MAIN RUNNER TO STRUCTURE AT 12'-0" OC EA TABLE MAX. LENGTH SEE 4/A5.20 FOR BOTTOM TRACK TO FINISH SIZE AND SPACING FLOOR WITH POWDER M AC K E N Z I E. WAY. BEGIN BRACING WITHIN 6'-0" OF PERIMETER AND 2" FROM 112" DIA CONDUIT EMT 5'-10" x DRIVEN ANCHORS AT WALL TABLES ARE BASED ON WALLS SHEATHED BOTH SIDES FULL HEIGHT WITH DESIGN DRIVEN I CLIENT PDCUSED CROSS MEMBER IN AREAS GREATER THAN 1,000 SF 3/4" DIA CONDUIT EMT 7'-8" 4'-0" O.C. 1/2" GYPSUM BOARD ATTACHED WITH #6 SCREWS MIN. AT 12"-O" O.C. MAX. I DIA CONDUIT (EMT) 9'-9' Client NOTE: ALL GRID MEMBERS AND CONNECTION DEVICES TO BE OF AN APPROVED TYPE AND SGL 162Si25-33 MTL STUD 1-5 8"X20GA 12'-0" CONTINUOUS ACOUSTIC HAVE A 180# CAPACITY. ALL LATERAL BRACING WIRES TO HAVE A 200# CAPACITY. IBACK TO BACK 162SI25-33 MTL STUDS -5 8" 0 5'-0" \ SEALANT EACH SIDE SUSPENDED CEILING BRACING TO COMPLY WITH ASCE7, ASTMC635, ASTMC636 ANDISGI _33 MTL STUD _ _ ` AGAINST TRACK J ASTME580 CONCRETE SLAB m �LITHIA BACK TO CK 50S125-33 MT STUDS 2-1 2"X20GA 15'-0" o 0 1 SUSPENDED CEILING BRACING 3 WALL — TO UNDERSIDE OF GRID 4 WALL HEIGHT TABLE = MOTORS, INC. rJ 2 NOTE: PROVIDE SEISMIC SEPARATION JOINTS IN CEILINGS GREATER 1 -0 =1 -0 J 6.2 AT FLOOR AND SUSPENDED CEILING 3"=1'-0" -J 5 2 a THAN 2,500 SF. PROVIDE HEAVY DUTY GRID SYSTEM. v 3 3 L 2x2x18 GA ( X STUD WIDTH -i") w/ (2) #10 SMS EA LEG TYP STEEL STUDS ® Project GYPSUM BOARD WALL AS / , 16" O.C. PER SCHEDULE LITHIA DRIVEWAY OCCURS / U.N.O. SUITE 501 - ---- \ / / SOUND ATTENUATION DOUBLE STUD AT JAMB, \ , TENANT TYPICAL BATT AS OCCURS 11Z 45' GYPSUM BOARD WALL AS IMPROVEMENT B/CLNG OCCURS 9020 SW WASHINGTON 8&B 10" AFF - — — #10 SMS EA SIDE SQUARE ROAD MATCH BUILDING BOX HEADER PER ® EA STUD TIGARD, OREGON 97223 HEADER SCHEDULE STANDARD AND DETAILS SOUND ATTENUATION A BATT AS OCCURS WEB STUD PER ��`�` ``Cir DOUBLE STUD AT JAMB, SCHEDULE TYPICAL ~ P D. KISLI B/GYP BD MATCH BLDG STD TYP #10 SMS w ¢ 1/4" TEMPERED RECITE 88'� ► 3 12" O.C. ~ a AS OCCURS, PROVIDE ® REG w w "C" CHANNEL AT TOP w AND BOTTOM TIMELY FRAME: A q MATCH BLDG STD. CONT TRACK TSE w/ 1 OF 1/2" DEEP LEG, GAUGE 1/4" TEMPERED RELITE TO MATCH STUDS (43 WALL PER PLAN MIL MIN) 2 10 SMS EA SIDE © M RIGHTS IE2020 SER ( ) # ALL RIGHTS RESERVED J THESE DRAWINGS ARE THE PROPERTY OF SECTION A-A MACKENZIE AND ARE NOT TO BE USED I JAMB STUD PER SCHEDULE p OR REPRODUCED IN ANY MANNER, L 2 WITHOUT PRIOR WRITTEN PERMISSION _ ? CUT TRACK FLANGE & m w w TURN DOWN x s DOOR — INTEGRAL SIDELIGHT s RELITE — TYP. HEAD/SILL W r7 DOOR — FRAME s TYP. BOX HEADER REVISION SCHEDULE F— fr Delta Issued As Issue Date rJ 2 HEAD SIMILAR 3"=1'-0" 0 5 2 3"=1'-O" w 5.2 HEAD SIMILAR 3"=1'-O" 0 5 2 1"=1'-0" 0 1 ASI-1 11/12/2020 0 0 EXISTING METAL DECK ° v °a v EXISTING METAL DECK ° ° v< ° CONTINUOUS 18 GAUGE JAMB SCHEDULE METAL PLATE FASTENED Q TO DECK AT 2'-0" O.C., OPENING SIZE # OF JAMB STUDS v CONTINUOUS ACOUSTIC ° STAGGERED 4'-O" TO 8'-0" 2 SEALANT, EACH SIDE NEW GYPSUM CONTINUOUS ACOUSTIC 1 BOARD EACH SEALANT, EACH SIDE 8'-0" TO 12'-0" 3 2" DEEP TOP TRACK TO SIDE EXISTING STRUCTURE 2" DEEP TOP TRACK TO 12'-0" TO 22'-0" 3 EXISTING STRUCTURE 1/2" DEFLECTION SPACE SHEET TITLE: 1/2" DEFLECTION SPACE (DO NOT FASTEN STUDS 1. JAMB STUDS TO MATCH SIZE & GAUGE OF TYP STUDS. INTERIOR OR GYPSUM TO RUNNER METAL STUDS. SEE DETAILS 4'-0" WIDE 3" SOUND SPACING FOR SIZE AND ATTENUATION BATT. HEADER SCHEDULE WHERE NOTED NEW BOTTOM TRACK x' ATTACHED TO EXISTING MAX OPENING WIDTH HEADER SIZE TRACK SIZE TOP TRACK WITH #10 SUSPENDED CEILING SCREWS ® 1'-0" O.C. < 6'-0" 2 362S162-43 2 362T125-43 6'-0" - 10'-0" (2) 800S162-43 (2) 60OT125-43 GYPSUM BOARD SUSPENDED CEILING 10'-0" - 14'-0" (2) 1000S162-54 (2) 60OT125-54 DRAWN BY: SJR EACH SIDE SOUND ATTENUATION EXISTING AND/OR NEW 14'-0" - 22'-0" (2) 1200SI62-68 (2) 60OT125-68 METAL STUDS. INSULATION AS OCCURS BRACING AT 8'-0" O.C. NOTES CHECKED BY: MRT, PDK SEE 4/A5.20 FOR 1. FOLLOW HEADER SCHEDULE PER MAX OPENING WIDTH, U.N.O. SHEET: SIZE ANDCONTINUOUS ACOUSTIC .' ~ ON PLAN SPACING EXISTING WALL i. 2. SEE 8/A5.20 FOR HEADER ASSEMBLY DETAILS SEALANT EACH SIDE EXISTING TOP TRACK -x o AGAINST TRACK W U) V7 A5m2O ra I— 1/2" MAX a CONCRETE SLAB 12 = WALL — TO STRUCTURE w 11 WALL — EXTEND TO STRUCTURE s.2 ,"=,'_o"¢ JOBNo. 2190290.os 10 5 2 AT FLOOR AND DECK 3"=1'-O" c 5 2 OVER EXISTING WALL AT METAL DECK 3"=1'-0" Q PERMIT SET: 09/09/2020 3 219029005\DRAWINGS\ARCHITECTURAL\05_A5.20.DWG CAK 11/10120 09:40 1:96.00 13" CLR. 11 U.N.O. (2) ADJUSTABLE WHITE MELAMINE SHELVES, TYPICAL w PLASTIC LAMINATE FACES U L+J W ■ U) CARPET AS SPECIFIED Architecture ■ Interiors TANDUS/CENTIVA Planning ■ Engineering METAL EDGE TRANSITION > 25" P.L. TOP UJ w U.N.O. PLASTIC LAMINATE COUNTER AND 4" LUXURY VINYL TILE OR w BACKSPLASH. SIDE VCT AS SPECIFIED 1'— MAX SPLASH PER ELEVATION 0 FAUCET Portland,OR CONTROLS 503.224.9560 Vancouver,WA in WRAP ALL EXPOSED PIPE 360.695.7879 EXISTING FLOOR SLAB PER CODE Seattle,WA 206.749.9993 a °° ,° w 8"' www.mcknze.com < Z U Y UJ P—LAM FACES Y N MACKENZIE, W DESIGN DRIVEN I CLIENT FOCUSED I U) p g' a i\l ATTACHED TOE—KICK " j Client m AFF, WITH RUBBER BASEZ 2'-0" 1_I F LITHIA 3 TRANSITION AT LVT-1 AND VCT-1 4 CABINET SECTION w MOTORS, INC. rJ `Z 5 2 ADA SINK WITH ATTACHED TOE KICK 3/4"=1'—O" U U 13" CLR. U.N.O. ADJ. WHITE MELAMINE Project SHELVES FLOATING SHELVES, I—_ —I > PROVIDE CONCEALED SIMILAR LITHIA DRIVEWAY > w I I P—LAM FACES w TO HAFELE, 283.33.941, SUITE 501 CONCEALED STEEL 100 TENANT = =I UJ w MM. CO TRACTOR TO IMPROVEMENT CONWEHT REQUIREMENT 9020 SW WASHINGTON SQUARE ROAD 4" SIDE SPLASH WHERE 4" SIDE SPLASH WHERE OCCURS w OCCURS TIGARD, OREGON 97223 > 25" P.L. TOP w 25" P.L. TOP P—LAM COUNTER TOP AND p—LAM COUNTER TOP AND UJ wSPLASH WITH SELF EDGE. w SPLASH WITH SELF EDGE. cn w APPLE PLY EDGES AT APPLE PLY EDGE AT EXPOSED COUNTER TOP EDGE(S) COUNTER TOP p D. KI LIN f� EDGE(S) DRAWER AS OCCURS IN DRAWER AS OCCURS IN y ELEVATION FIFELEVATION D EG SHEL_J ADJ F, DRAWER OR E MELAMINE J I ' ADJ WHITE MELAMINE OF SHELF, NO DRAWER OR — — _ _ SHELF AT SINK LOCATION w _ _ _ SHELF AT SINK LOCATIOf� I I P—LAM FACE a `n I I P—LAM FACE w © MACKENZIE 2020 D_ = ALL RIGHTS RESERVED RUBBER BASE I RUBBER BASE � THESE DRAWINGS ARE THE PROPERTY OF MACKENZIE AND ARE NOT TO BE USED 4+3J �$$3LI OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION ie 2'-0" 0 2'-0 0 REVISION SCHEDULE CABINET SECTION W s CABINET SECTION w Delta Issued As Issue Date cJ 2 TYPICAL 3/4"=V-0" C6 5 2 TYPICAL 3/4"=1'-0" a U U SHEET TITLE: INTERIOR DETAILS DRAWN BY: SJR CHECKED BY: MRT, PDK SHEET: A5 . 21 JOB No.2190290.05 PERMIT SET: 09/09/2020 2190290051DRAWINGSVWRCHITECTURALl05 A5.21.DWG CAK 11110/20 09:40 1:96.00