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Plans (12) BUP2020 -00150 ( 1/2 ) �021�0 SW ice-ex,�r� Pte, �I� �l Gl.�v �P OFFICE COPY OFFICE COPY 1IwLoomit>111" ARCHITECTURAL LEGEND �3 �Pao2° ®� 2--2A 3. � � III � 111111 111111 EXISTING CONSTRUCTION TO BE DEMOLISHED REINISCH WILSON STRUCTURED PARKING { – ALIGN FACE OF FINISH WITH FACE OF FINISH iin gni / ! __ — o EXISTING WALL TO REMAIN WEIER APPROVED Architecture Interiors • a EXISTING 2-HOUR RATED WALL TO REMAIN Planning IS Engineering aemacecl p EXISTING DEMISING TO REMAIN _ ® NEW WALL TO UNDERSIDE OF CEILING, SEE 4(,5.20 TENANT IMPROVEMENT m s m@= C= EXISTING DUPLEX OUTLETwnPortland, OR SITE 1+ EXISTING QUADPLEX OUTLET LINCOLN TOWER : SUITE 1200 503.224.9560 EXISTING DATA/PHONE ROUGH IN LOCATION Vancouver, WA p 9so 360,695.7879 • EXISTING COVERPLATE 10260 G R E E N B U RG R DSeattle, WA J 0 EXISTING COVERPLATE TO RECEIVE NEW VOICE/DATA REVISION 206.749 9993 {� � H� TIGARD , OREGON WWW.mcknze.com 717171 � EXISTING THERMOSTAT Wim° � II 4H EXISTING LIGHT SWITCH MACKENZIE. CLI DESIGN DRIVEN I CLIENT FOCUSED NEW DUPLEX OUTLET OFFICE COPY Client o, SW ONc S"d NEW DEDICATED OUTLET OF TIGARD.. 0 1 o A NEW VOICE/DATA ROUGH IN LOCATION REVIEW Ir LODE COMPLIANCE nn Approved: NEW FLUSH FLOOR ELECTRICAL AND DATA ROUGH IN LOCATION OTC: [ ] I Pcrmi 1 VICINITY MAP BF !AL NEW BASE FEED, (1) CIRCUIT PER (4)WORKSTATIONS s Hoa E 5 T E I N t#: Q,0 NOT TO SCALE BF NEW BASE FEED, (2) CIRCUITS Add ess. INDEX OF DRAWINGS suit #: B \ NEW LIGHT SWITCH WITH OCCUPANCY SENSOR y: Date: GENERAL EXISTING CEILING GRID 30.01 TITLE SHEET, SITE PLAN, CODE SUMMARY, LEGEND, AND NOTES Project ®Z EXISTING SUPPLY/RETURN VENT TO REMAIN ARCHITECTURAL REINISCH WILSON A1.10 PARTIAL DEMOLITION PLAN, PARTIAL TWELFTH FLOOR PLAN, SCHEDULES, AND NOTES WEIER - SUITE 1200 ® EXISTING CEILING MOUNTED SPEAKER TO REMAIN A1.20 DEMOLITION REFLECTED CEILING PLAN, REFLECTED CEILING PLAN,AND NOTES A5.20 INTERIOR DETAILS TENANT +> EXISTING FIRE SPRINKLER TO REMAIN IMPROVEMENT iB EXISTING EXIT SIGN TO REMAIN LINCOLN TOWER SCOPE OF WORK ® NEW EXIT SIGN 10260 GREENBURG RD ® THE SCOPE OF WORK FOR THE PROJECT INCLUDES INTERIOR TENANT IMPROVEMENTS FOR AN EXISTING � TIGARD, OREGON ® E l EXISTING 2'X4' LIGHT FIXTURE TO REMAIN. HATCHED INDICATES FIXTURE ON 24-HOUR BATTERY BACK-UP. TENANT EXPANDING INTO A TOTAL OF APPROXIMATELY 2,984 SQUARE FEET ON THE TWELFTH FLOOR OF _ TWELVE FLOORS TOTAL.WORK TO INCLUDE DEMOLITION, NEW WALLS, DOORS, RELITES AND FINISHES. 0 � I 0® EXISTING RECESSED WALL WASHER FIXTURE TO REMAIN o ® T1 �C� ® VALUATION OF WORK: $38,500 `�'`��oy RELOCATED 2'X4'LIGHT FIXTURE 25%VALUATION FOR UPGRADE: $9,625 ADA UPGRADE: REMOVAL OF ALL BARRIERS, UPGRADED MISC. HARDWARE AND ® RELOCATED 2'X4'LIGHT FIXTURE NEW ADA COMPLIANT CABINETRY L KI DESIGN/CODE DATA � PO D, 0 J GOVERNING CODE: 2019 OREGON STRUCTURAL SPECIALTY CODE OCCUPANCY: B OF O 1 TENANT AREA: ENTIRE SUITE APPROXIMATELY 16,016 SQUARE FEET EXPANSION SUITE APPROXIMATELY 2,984 SQUARE FEET MACKENZIE 2020 CODE SUMMARY LEGEND OCCUPANCY LOAD: 107 © ALL RIGHTS RESERVED THESE DRAWINGS ARE THE PROPERTY OF 2 REQUIRED JEXITS, 5 EXITS PROVIDED. MACKENZIE AND ARE NOT TO BE USED 2 CODE SUMMARY PLAN OR REPRODUCED IN ANY MANNER, \ BUILDING IS FULLY SPRINKLED AND HAS NFPA SMOKE DETECTION WITH ON SITE EMERGENCY WITHOUT PRIOR WRITTEN PERMISSION 0.0 12TH FLOOR NTS EXIT EXIT ACCESS GENERATOR FOR FIRE/LIFE/SAFETY BACKUP POWER. ® ILLUMINATED EXIT SIGN REVISION SCHEDULE AREA OF WORK Delta Issued As Issue Date 0 DEFERRED SUBMITTAL 1 ADD 07 08/04/2020 PROJECT GENERAL NOTES EXISTING SUITE, NOT IN SCOPE 2019 OSSC SECTION 107.3.4.1 (BY SEPARATE PERMIT) DIAGONAL DISTANCE = 200'6" FIRE SPRINKLER 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. FIRE ALARM 3 DIAGONAL = 66'-10" (MIN. DISTANCE ALLOWED) MECHANICAL B. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE LATEST ADOPTED BUILDING CODE EDITION,AND TO CONDITIONS AND SPECIFICATIONS OF ALL GOVERNING AUTHORITIES. ELECTRICAL — — DISTANCE BETWEEN EXITS: 103'-8" EXIT ILLUMINATION C. VERIFY AND CONFIRM ALL CONDITIONS, DIMENSIONS, AND LAYOUT INFORMATION PRIOR TO START OF CONSTRUCTION. NOTIFY MACKENZIE OF ANY DISCREPANCIES PRIOR TO START OF SEE SIMMONS UNIONS WIN COMMON PATH OF EGRESS TRAVEL = 29'-11" WORK. ANY CORRECTION WORK REQUIRED AS A RESULT OF NOT REPORTING SUCH DISCREPANCIES SHALL BE PERFORMED AT NO ADDITIONAL COST TO THE OWNER. D. CONTRACTOR AND SUBCONTRACTORS SHALL CAREFULLY EXAMINE THE SITE AND THE CONSTRUCTION DOCUMENTS OF THE ENTIRE WORK. INCONSISTENCIES IN THE PLANS OR NOTE: DESIGN BUILDERS ARE FULLY RESPONSIBLE FOR THE DESIGN THESE SYSTEMS/COMPONENTS. SYMBOLS AND REFERENCES THESE SYSTEMS/COMPONENTS SHOWN ON DOCUMENTS ARE SCHEMATIC ONLY: THEY ARE NOT SPECIFICATIONS SHALL BE CALLED TO THE ATTENTION OF MACKENZIE. INTENDED TO REPRESENT FINAL/CODE COMPLIANT DESIGN. PROVIDE DESIGN DOCUMENT SUBMITTAL TO SHEET TITLE: E. REFER TO ENLARGED PLANS AND ELEVATIONS WHERE INDICATED FOR ADDITIONAL INFORMATION. ENLARGED PLANS TAKE PRECEDENCE OVER PLANS OF SMALLER SCALE, AND DETAILS PROJECT NORTH ARCHITECT OF RECORD FOR REVIEW PRIOR TO SUBMITTAL TITLE SHEET, TAKE PRECEDENCE OVER PLANS. IN THE CASE OF A CONFLICT, THE HIGHEST COST OPTION SHOULD BE PRICED. CONTACTS SITE PLAN, NORTH ARROW TRUE NORTH F. DETAIL REFERENCES SHALL BE APPLIED TO ALL INSTANCES WHERE THE SAME CONDITIONS OCCUR, UNLESS NOTED OTHERWISE. CODE 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 FILLED ARROW ARCHITECT CONTRACTOR SUMMARY, A ACCESS FLOOR. INTERIOR ELEVATION DETAIL# MACKENZIE RUSSELL CONSTRUCTION LEGEND, AND H. DO NOT SCALE DRAWINGS. KEY MARK 2 1515 SE WATER 05TH AVE SHEET# PORTLAND,OR 97214 SUITE 100 TUALAT N,20915 SW 1OR 97062 NOTES I. CUTTING AND DRILLING OF STRUCTURAL MEMBERS NOT DETAILED REQUIRES THE WRITTEN PERMISSION OF THE STRUCTURAL ENGINEER OF RECORD. SUB-CATEGORY CATEGORY CONTACT: LINDSEY CARPENTER CONTACT: DONN STURDIVANT DRAWN BY: TJS J. SAVE AND RECYCLE DEMOLITION DEBRIS AS APPLICABLE. ALL DEMOLISHED OR REMOVED EXISTING MATERIAL SHALL BE LEGALLY DISPOSED. COORDINATE WITH CITY OF TIGARD PHONE: 503.224.9560 TEL: 503.692.9002 FAX: 503.228.1285 EMAIL: DSTURDIVANT@RUSSELLCONSTRUCTION.COM CHECKED BY: UC, PDK REQUIREMENTS FOR RECYCLING/RE-USE OF DEMOLITION DEBRIS. KEYNOTE EMAIL: LCARPENTER@MCKNZE.COM CCB: 58918 OFFIC SPACE # 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 SPACE NAME SHEET: LANDLORD/OWNER 114 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 ROOM/SPACE IDENTIFICATION FLOOR FINISH VALIDITY OF PERMIT ExIST. THE ISSUANCE OF A PERMIT OCCUPANCY BY TENANT. P-1 B-1 WALL BASE FINISH SHORENSTEIN REALTY SERVICES BASED ON CONSTRUCTION G0m01 L. ALL DESIGN-BUILD ITEMS, SYSTEMS, AND ELEMENTS ARE TO BE SUBMITTED FOR REVIEW AND APPROVED BY MACKENZIE. WALL FINISH 5335 MEADOWS ROAD, SUITE 275 DOCUMENTS AND OTHER LAKE OSWEGO, OREGON 97035 DATA SHALL NOT PREVENT 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 THE CODE OFFICIAL FROM 1o1a CONTACT: ROB FABIAN REQUIRING THE CORRECTION JOB NO. COORDINATE WITH THE OWNER. DOOR SYMBOL NUMBER 0 TEL: 503.412.4844 OF ERRORS.OSSO 105.4 2190954.23 EMAIL: RFABIAN@SHORENSTEIN.COM REVISION MARK REVISION # PERMIT SET: 06/17/2020 `219095423'G\TEMPWCPUBLISH 3844\23-GO.OI.DWG KGB 08/03/20 16:14 1:96.00 DEMOLITION NOTES A. EXISTING FLOOR FINISH AND RUBBER BASE TO REMAIN THROUGHOUT EXPANSION SPACE, UNLESS NOTED OTHERWISE. NEW RUBBER AT NEW WALLS ONLY AND/OR ENTIRE WALLS/ROOMS WHERE AFFECTED BY CONSTRUCTION TO MATCH EXISTING. PATCH AND REPAIR CARPET AS REQUIRED AT NEW FLOORING TRANSITIONS, TO MATCH EXISTING. B. THE CONTRACTOR SHALL CAREFULLY EXAMINE CONSTRUCTION DOCUMENTS FOR THE WORK. ANY CONFLICTS, INCLUDING a BUT NOT LIMITED TO BUILT CONDITIONS OF M.E.P. IN THE PLANS SHALL BE CALLED TO THE ATTENTION OF THE N ARCHITECT/DESIGNER, SO THAT THE CLARIFICATION CAN BE ISSUED. C. SALVAGE ALL DEMOLISHED COMPONENTS AS POSSIBLE. RETURN TO LANDLORD FOR FUTURE USE. Architecture . Interiors • D. SAVE AND RECYCLE DEMOLITION DEBRIS WHERE POSSIBLE. COORDINATE WITH CITY OF TIGARD REQUIREMENTS FOR T Planning S- RECYCLING DEMOLITION DEBRIS. g Engineering E. CAP ALL ABANDONED ELECTRICAL CONDUIT AND OTHER UNDER SLAB UTILITIES AS REQUIRED. 18 1 ± 71-611 1, F. RETAIN EXISTING FIRE EXTINGUISHERS FOR FUTURE USE. S, G. EXISTING STRUCTURE TO BE LEFT UNDISTURBED AND INTACT. PERFORM NO DEMOLITION THAT MAY COMPROMISE THE O0Ur STRUCTURAL INTEGRITY OF THE BUILDING WITHOUT WRITTEN APPROVAL OF THE ARCHITECT/DESIGNER. oasr ' H. SALVAGE ALL EXISTING DOORS AND HARDWARE FOR RE-USE, Portland, OR WPEN OFFICE, 503.224.9560 BREAK/WORK yp GENERAL NOTES Vancouver, WA oclsr sr o 1203 360.695.7879 1202 In EXIST, EXIST. 3 P-1 EX A. ALL INTERIOR FINISHES BUILDING STANDARD, COLORS TO BE COORDINATED WITH TENANT. Seattle, WA 1 Q P-1 RB +I Bc ec ac sc F 206.749.9993 T B. PATCH AND REPAIR ALL EXISTING WALLS WHERE AFFECTED BY NEW WORK. PAINT NEW AND EXISTING WALLS. " 644, ,44 , n XIS + C. ALL EXISTING CONDITIONS TO REMAIN, EXCEPT NOTED BELOW. WWWn1CICt1Z@.COri1 Z N D. DIMENSIONS REFLECT FACE OF FINISH TO FACE OF FINISH, UNLESS NOTED OTHERWISE. M AC K E N Z I E. CONFERENCE DESIGN DRIVEN 1 CLIENT tOCU{fD OPEN OFFICE AA 1204 E. WALL THICKNESS ARE NOMINAL, UNLESS NOTED OTHERWISE. c NOT'. 0Tl F. ALL INTERIOR WALLS TO GO TO UNDERSIDE OF GRID UNLESS NOTED OTHERWISE. Client P-1 EX BB G. ALL INTERIOR DOORS TO BE SOLID CORE FLUSH WOOD DOORS TO MATCH BUILDING STANDARD UNLESS NOTED MST EXIST g OTHERWISE. H. OUTLETS INDICATED ARE EXISTING UNLESS NOTED OTHERWISE. SITE VERIFICATION HAS BEEN PERFORMED (ON 06/12/2020, ' T WHILE VACANT) AND PLAN, ELECTRICAL AND CEILING INFORMATION HAS BEEN UPDATED (OBSERVATION IS LIMITED TO S H 0 R E S T E I N • VISIBLE/ACCESSIBLE AREAS). CONTRACTOR TO FIELD VERIFY AND CONFIRM ADDITIONAL REQUIREMENTS WITH TENANT. 7 5 10 I. ELECTRICAL, DATA AND SWITCHING LOCATIONS INDICATED ARE SHOWN TO CONVEY GENERAL INTENT ONLY. COORDINATE 1 L) 1 1205 T ELECTRICAL/DATA SWITCHING REQUIREMENTS WITH TENANT AND PROVIDE DRAWINGS BY DEFERRED SUBMITTAL. • T 1 B T 5 OFFICE K. NO VOC PAINT SYSTEMS TO BE UTILIZED,TO INCLUDE PRIMERS AS WELL AS FINISH PRODUCTS. T T• OP ICE 0251212 L. ALL DIMENSIONS SHOWN AS PLUS/MINUS (±) ARE FOR GENERAL LAYOUT AND REFERENCE ONLY. VERIFY AND CONFIRM ALL Project EXIST. DIMENSIONS AND CONDITIONS PRIOR TO START OF WORK. NOTIFY ARCHITECT/ENGINEER OF ANY DISCREPANCIES PRIOR TO REINISCH WILSON 10 P-1 I RB START OF WORK. g M. ADD SOUND INSULATION IN ALL NEW WALLS. WEIER - SUITE 1200 I • OFFICE TENANT ( F1�d" 7" 5" 1206 N. FURNITURE IS SHOWN FOR SCHEMATIC PURPOSES ONLY. TENANT OR TENANTS VENDOR TO CONFIRM BUILT CONDITIONS IMPROVEMENT �7 ExIST. FOR SPATIAL REQUIREMENTS AND FINAL LAYOUTS. } P-, RB 3 LINCOLN TOWER 9 TYP ' BC Bc ec GENERAL FINISH NOTES 10260 GREENBURG RD -- HALL TIGARD, OREGON „+ 1211 A. EXISTING FLOOR FINISH AND RUBBER BASE TO REMAIN THROUGHOUT EXPANSION SPACE, UNLESS NOTED OTHERWISE. t' =r= 3 NEW RUBBER BASE AT NEW WALLS ONLY AND/OR ENTIRE WALLS/ROOMS WHERE AFFECTED BY CONSTRUCTION TO MATCH '� - ----- - '• -- EXIS DW VasT P-1-1 RB R ---- - -- ------- I'* EXISTING. PATCH AND REPAIR CARPET AS REQUIRED AT NEW FLOORING TRANSITION, TO MATCH EXISTING. 6 B. PATCH AND REPAIR WALLS WHERE AFFECTED BY NEW CONSTRUCTION. PAINT NEW AND EXISTING WALLS THROUGHOUT 1 "' OFFICE � 7 5 4 EXPANSION SPACE. ~' L KI C� i T 1210 EXIST. OF ICE 0 KEYNOTES .� • • P-1 RB T P-1 RB I( 1 PO D, 7, 5, 1. EXISTING CABINETRY AND SINK TO REMAIN. O r T 2. REMOVE EXISTING WINDOW FILM AT CONFERENCE ROOM RELITES. , OL+ O B 3. ALIGN NEW WALL WITH EXISTING WALL OR EDGE OF COLUMN. 11 4. CENTER NEW WALL WITH EXISTING MULLION, SEE DETAIL 5/A5.20. MODIFY EXISTING WINDOW COVERINGS AS REQUIRED. © ALL ACKENZIRIGHTS E2020 SERVED PARTIAL DEMOLITION PLAN 2 PARTIAL TWELFTH F 00 P N 5. NEW 4'-0"WIDE TEMPERED RECITE TO MATCH TENANT SUITE 1250 STANDARD, SEE DETAIL 7/A5.20. THESE DRAWINGS ARE THE PROPERTY OF 6. NEW 5'-0"WIDE TEMPERED RELITE TO MATCH TENANT SUITE 1250 STANDARD, SEE DETAIL 7/A5.20. MACKENZIE AND ARE NOT TO BE USED 1 .1 1/8"=1'-O" •1 1/8"=1'-0" OR REPRODUCED IN ANY MANNER, 7. PROVIDE POWER, DATA AND BLOCKING TO ACCOMMODATE TENANT PROVIDED FLAT SCREEN , WHERE INDICATED. WITHOUT PRIOR WRITTEN PERMISSION CONFIRM FINAL LOCATION AND REQUIREMENTS WITH TENANT. 8. FURNITURE AND EQUIPMENT NIC. TYPICAL WHERE HALF TONED. TENANT OR TENANT VENDOR TO CONFIRM BUILT REVISION SCHEDULE DOOR SCHEDULE HARDWARE GROUPS CONDITIONS FOR SPATIAL REQUIREMENTS AND FINAL LAYOUT. 9. WORK STATION BY OTHERS. COORDINATE POWER REQUIREMENTS WITH TENANT. Delta Issued As Issue Date DOOR FRAME H-1: PASSAGEONS WIT1 ADD 01 08/04/2020 1 DOOR DOOR OPENING DETAILS HARDWARE RATING COMMENTS LATCHSET. F75 GRADE 1, BUTTS, SEAL, STOPS 10. CONTRACTOR TO VERIFY ELECTRICAL REQUIREMENTS AND FINAL LOCATIH TENANT. NO. SIZE GROUP THK TYPE MAIL FINISH MAIL FINISH 1201A 3'-0x8'-8" EXISTING DOOR 1 ABBREVIATIONS ALTERNATE UPGRADES 1205A 3'-0x8'-8" 1-3/4" FL SC S HMK FF 7/A5.20 H-1 - EX EXISTING PROVIDE SEPARATE PRICING FOR THE FOLLOWING: 1214"i F: )FF FACTORY FINISH AA. PROVIDE FLUSH FLOOR POWER AND DATA AT CONFERENCE ROOM. CONFIRM FINAL LOCATION WITH TENANT AND TENANT'S FL FLUSH FURNITURE VENDOR. SSTAIN A SC SOLID CORE WOOD BB. PROVIDE LOGO WINDOW FILM, WHERE INDICATED. CONFIRM FINAL LOCATION, DESIGN, PATTERN AND OPACITY WITH TENANT AND TENANTS VENDOR, SHEET TITLE: PARTIAL A. ALL DOORS/CLOSURES TO BE CHECKED, ADJUSTED, AND/OR REPLACED TO BE IN COMPLIANCE WITH ADA. SCHEDULE O F INTERIOR FINISHES DEMOLITION B. ALL TENANT ENTRY DOORS TO RECEIVE A NEW DOOR WITH MORTISE LOCKSET AS DETERMINED BY LANDLORD. C. ALL SECONDARY DOORS TO HAVE DEADBOLTS REMOVED, INSTALL COVERPLATES OR CHANGE DOORS AS AVAILABLE. PLAN, PARTIAL D. ALL DOORS, FRAMES AND HARDWARE TO MATCH TENANT BUILDING STANDARDS. RB-1: TO MATCH EXISTING TWELFTH FLOOR E. VERIFY DOOR HEIGHT DIMENSIONS.APPROXIMATE MEASUREMENTS BASED ON FIELD OBSERVATION. F. NEW DOORS MAY BE PULLED FROM EXISTING BUILDING INVENTORY OR RELOCATED WITHIN SUITE WHERE POSSIBLE. PLAN, G. DOOR OPENING HARDWARE SHALL BE CENTERED BETWEEN 36"TO 38"ABOVE THE FLOOR. PANIC HARDWARE SHALL BE BETWEEN 36"TO 42". CPT-1: TO MATCH EXISTING H. MAINTAIN MINIMUM CLEAR WIDTH AT STRICK SIDE 18"AT PULL SIDE, 12"AT PUSH SIDE. SCHEDULES, AND I. MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED THE FOLLOWING: P-1: (GENERAL PAINT) TO MATCH EXISTING TENANT STANDARD NOTES EXTERIOR DOORS 8.5 LBS INTERIOR DOORS 5 LBS PAINT NOTE: EGGSHELL WASHABLE FINISH AT CEILING AND SOFFITS, SATIN WASHABLE FINISH AT WALLS. SEMI-GLOSS FINISH AT —' FIRE DOORS 15 LBS ALL TOILET ROOM WALLS AND CEILINGS. FINISH TO HAVE A MASTER PAINTER INDEX OF 3 WITH A GOOD SCRUB DRAWN BY: TJS J. EXIT DOORS SHALL BE OPERABLE FROM INSIDE WITHOUT THE USE OF A KEY, SPECIAL EFFORT OR SPECIAL KNOWLEDGE. NO LATCH OR LOCKING DEVICE EXCEPT PANIC HARDWARE RATING AND SHEEN AT 15%-25%AT 60 DEGREES. PERMITTED. CHECKED BY: LJC, PDK K. DOOR OPENING HARDWARE SHALL BE OPERABLE WITH A SINGLE EFFORT AND SHALL NOT REQUIRE TIGHT GRASPING OR 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 NOT REDUCE THE OPENING TO LESS THAN 32" CLEAR WIDTH. SHEET: 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 Almll 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 JOB NO. 2190954.23 1. EXISTING DOOR AT EXISTING RATED CORRIDOR PERMIT SET: 06/17/2020 219095423\DRAWINGS\ARCHITECTURAL\23-A1.10.DWG KGB 08/03/20 13:38 1:96.00 GENERAL NOTES A. SUSPENDED ACOUSTICAL TILE CEILINGS AT 8'-10"± (EXISTING)AFF, UNLESS NOTED OTHERWISE. B. FOR SEISMIC BRACING OF SUSPENDED CEILING AND INTERSTITIAL EQUIPMENT SEE DETAIL 1/A5.20. C. CENTER ALL DOWN LIGHTS, FIRE SPRINKLER HEADS, SMOKE DETECTORS AND ALL OTHER CEILING PENETRATIONS IN CENTER OF 2x2 TILE, UNLESS NOTED OTHERWISE. ■ D. COORDINATE ELECTRICAL REQUIREMENTS WITH TENANT, ALL ELECTRICAL DRAWINGS WILL BE BY DEFERRED SUBMITTAL. E. HVAC CONTRACTOR TO PROVIDE FULL SHEET OF THE FLOOR AFFECTED UPON COMPLETION. CONTRACTOR IS RESPONSIBLE TO PROGRAM THE OVERRIDE HVAC BUTTON. Architecture N Interiors F. REPLACE DAMAGED AND SOILED CEILING TILES WHERE AFFECTED BY CONSTRUCTION TO MATCH EXISTING. Planning ® Engineering G. LIGHTING LAYOUT IS SHOWN FOR PRELIMINARY DESIGN INTENT ONLY. FINAL LIGHTING LAYOUT TO BE PROVIDED BY THE ELECTRICAL CONTRACTOR AND IS DEPENDANT ON OREGON ENERGY CODE ALLOWANCES AND EXISTING BUILDING INFRASTRUCTURE IN CEILING. ELECTRICAL CONTRACTOR 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 CONSTRUCTION AND SAT MAIN GRID LINES, RELOCATE IF REQUIRED. FINAL LAYOUT TO BE REVIEWED AND APPROVED BY LOCAL JURISDICTION THROUGH Portland, OR DEFERRED SUBMITTAL. 503.224.9560 Vancouver,WA 360.695.7879 KEYNOTES Seattle,WA 206.749.9993 1. PATCH AND REPAIR CEILING GRID AND TILE, AS REQUIRED, AT NEW OPENING INTO SUITE 1250. IF HEIGHTS VARY, PROVIDE www.mcknze.com O O ° O O PAINTED GYPSUM BOARD HEADER AT TRANSITIONS. ASSUME HEADER HEIGHT TO ALIGN WITH DOOR HEIGHTS. O O O 0 2. EXISTING SAT MAIN GRIDLINE, TYPICAL, AS IDENTIFIED DURING SITE OBSERVATION. OBSERVATION IS LIMITED TO VISIBLE IDENTIFICATION OF CONSISTENT MAIN LINES. ANY VARIATIONS TO BE CONFIRMED ON SITE BY CONTRACTOR. DESIGN DRIVEN 1 CLIENT FOCUSED e 1 3. CONFIRM CLEARANCE FOR EXISTING EQUIPMENT AS REQUIRED BY NEW WALL PLACEMENT. RELOCATE, IF REQUIRED. O O O O ° O O O O O ° O Client + + ALTERNATE UPGRADES O O ° O 0 PROVIDE SEPARATE PRICING FOR THE FOLLOWING: S H O R E 5 T E I N O 0 O ° O O O AA. REMOVE PROJECTOR SCREEN OPENING AT OPEN OFFICE CEILING, WHERE INDICATED. PATCH AND REPAIR CEILING GRID ° 2 D LE S QU ED TO AT STI G. ° e e e O ----- _- D e e e O 1 BB. NOT USED. ° . --- ___ , Project - REINISCH WILSON ° ° ° D ° ° WEIER - SUITE 1200 ° TENANT ° IMPROVEMENT I LINCOLN TOWER ! 1 ° ° 10260 GREENBURG RD TIGARD, OREGON _. 17 ~� L KI X1 I D IP 0 ND, 0 OF p MACKENZIE 2020 © ALL RIGHTS RESERVED 1 DEMOLITION REFLECTED CEILING PLAN 2 REFELECTED CEILING PLAN THESE DRAWINGS ARE THE PROPERTY OF MACKENZIE AND ARE NOT TO BE USED 1 .2 1/8^=1 -0° 1 .2 1/8"=1'4' OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION REVISION SCHEDULE Delta Issued As Issue Date 1 ADD 01 08/04/2020 SHEET TITLE: DEMOLITION REFLECTED CEILING PLAN, REFLECTED CEILING PLAN, AND NOTES DRAWN BY: TJS CHECKED BY: LJC,PDK SHEET: A1 . 20 JOB NO. 2190954.23 PERMIT SET: 06/17/2020 219095423\DRAWINGSVARCHITECTURAL\23-A1.20.DWG KGB 08/03/20 13:38 1:96.00 FLOOR OR ROOF STRUCTURE * LINCOLN TOWER STUD SIZE: 2X" 33 MIL 3-1/2" METAL POP RIVET RUNNER TO WALL ANGLE AT 2 ADJACENT BERC 2 WALLS, FASTEN CLOSURE ANGLE W/ #6 SCREWS 8" MAX. STUD BRACING TO FLOOR CLIP STRUCTURE AT DIRECTLY TO WALL FRAMING SHEET OC WALL ANGLE LIMITING WALL HEIGHT TABLE WITH (2) #8 S o METAL SCREWS AT EACH ADDITIONAL #12 WIRE SUPPORT AT ALL MEMBERS o WTEFOR NON STFUCTU13AL WALLS L/240 ® 5psf END. BRACING TO BE WITHIN 8" OF PERIMETER PROVIDED WHERE LATERAL BRACING WITH APPROVED VERTICAL ® o� , MSKM110N SPACING MAX WALL FEKI IT DISTANCE BETWEEN ■ COMPRESSION STRUT AT 12'-0" OC EA WAY MAIN RUNNER PERPENDICULAR 2505125-18 24" 8'-4" COUNTERSLOPE HANGERS IF MORE THAN 1:6 OUT OF PLUMB 2 . , INTEECTING WALLS OR Architecture IS Interiors u RSI �` 2505125-18 i6" 9'-7" RACING BETWEEN TWALAL BLS EXCEEDS Planning • Engineering "ATTACHED �� , 250S125-27 24" 9'-10" 4 8'-0" OC WALL" m� ,a 250S125-18 16" 11'-3" 3" SOUND ATTENUATION OOo- 3625125-18 24" 13'-5" BATT. 4'-0" CENTERED ON CELM EDGE AT WALL SUSPENDED WALL WHERE NOTED. A NOTE: FOR UNATTACHED WALLS PROVIDE A 362S125-18 16" 14'-4" CEILING CUT TILE FOR TIGHT FIT Portland,OR A 362S162-33 16" i6'-5" AT WALLS 503.224.9560 3/4" GAP BETWEEN EDGE OF ANGLE AND CLIP GYPSUM BOARD Vancouver,WA -- DO NOT SCREW BERC 2 CLIP TO TRACK 362S162-43 16" 18'-0" CASING BEAD USG 200—A EACH SIDE 360.695.7879 TABLE MAX. LENGTH 600S162-33 16" 24'-6" Seattle,WA CROSS RUNNERS FIT BETWEEN MAIN RUNNERS 206.749.9993 MAIN RUNNERS AT 4'-0" OC SUPPORT WITH #12 112" DIA CONDUIT (EMT) 5'-10" MOOR NON 3TRUC11AaAL WALLS A SOUND ATTENUATION WIRE AT 4'-0" OC OR WITH 10 WIRE AT 5-0 OC EA WAY 3 4" DIA CONDUIT EMT 7'-8" www.mcknze.com 6'-0" MAX 1" DIA CONDUIT EMT g'_g WITH I TLE FACING L/360 5psf METAL STUDS. INSULATION PER PLAN LATERALLY BRACE MAIN RUNNER TO STRUCTURE AT 12'-0" OC SEE 3/A5.20 FOR EA WAY BEGIN BRACING WITHIN 6'-0" OF PERIMETER AND 2' — 12'-0" pEgp�T SPAC�lG MAX WALL HEK�iT BOTTOM TRACK TO FINISH M AC K E N Z I E. FROM CROSS MEMBER IN AREAS GREATER THAN 1,000 SF 1-5 8"x20GA) SIZE AND SPACING ;>' FLOOR WITH POWDER DE810M DRIVEN I CLIENT FOCUSED NOTE: ALL GRID MEMBERS AND CONNECTION DEVICES TO BE OF AN BACK TO BACK 162Si25-33 15'_0" 362S125-18 16" 12'-4" a DRIVEN ANCHORS AT APPROVED TYPE AND HAVE A 1801 CAPACITY. ALL LATERAL BRACING SECURE ALL HANGERS TO MTL STUDS 1-5 8"x2OGA 362S125-33 16" 14'-3" 4'-0" O.C. Client WIRES TO HAVE A 200# CAPACITY. SUSPENDED CEILING BLDG STRUCTURE. SGL 2505125-33 MTL STUD 13'-6" cn i14 CONTINUOUS ACOUSTIC BRACING TO COMPLY WITH ASCE7, ASTMC635, ASTMC636 AND TRAPEZE DUCT WORK AND 2-1 2"x20GA OTHER LARGE WALL TABLES ARE BASED ON WALLS SHEATHED BOTH SIDES FULL HEIGHT WITH I SEALANT EACH SIDE BACK TO BACK 250S125-33 I ` AGAINST TRACK ASTME580 OBSTRUCTIONS 15 -0 i/2" GYPSUM BOARD ATTACHED WITH #6 SCREWS MIN. AT 12"-0" O.C. MAX. m MTL STUDS (2-1/2"x20GA) CONCRETE SLAB 1 SUSPENDED CEILING BRACINGCn Cn g H o R E S T E I N 3 WALL HEIGHT TABLE r4WALL — TO UNDERSIDE OF GRID rJ.2 NOTE: PROVIDE SEISMIC SEPARATION JOINTS IN CEILINGS GREATER NTS z 5 2 a 5 2 AT FLOOR AND SUSPENDED CEILING THAN 2,500 SF. PROVIDE HEAVY DUTY GRID SYSTEM. 3 3 WALL PER PLAN Project REINISCH WILSON GYPSUM BOARD WALL AS OCCURS WEIER - SUITE 1200 TENANT DOUBLE STUD AT JAMB, IMPROVEMENT GYPSUM BOARD PARTITION TYPICAL SOUND ATTENUATION SOUND ATTENUATION LINCOLN TOWER BATT WHERE OCCURS BATT AS OCCURS 10260 GREENBURG RD TIGARD, OREGON GYPSUM BOARD WALL AS LINE OF SILL AS OCCURS OCCURS HOLLOW METAL FRAME ALUMINUM TRIM PIECE DOUBLE STUD AT JAMB, VPOD, %, "CEE" W/ 1-1/2" TYPICAL KI RETURNS, FINISH TO MATCH WINDOW FRAMES OD • HOLLOW METAL FRAME _NEOPRENE SEAL 1/4" TEMPERED RELITE Z AS OCCURS, PROVIDE 2020 MAGHTS ESER j "C" CHANNEL AT TOP ALL RIGHTS RESERVED LLI THESE DRAWINGS ARE THE PROPERTY OF AND BOTTOM MACKENZIE AND ARE NOT TO BE USED BUILDING GLAZING UJ aOR REPRODUCED IN ANY MANNER, SYSTEM cr W WITHOUT PRIOR WRITTEN PERMISSION If REVISION SCHEDULE y w Delta Issued As Issue Date UJ s WALL AT EXTERIOR MULLION s DOOR — HOLLOW METAL 7 DOOR — HOLLOW METAL RELITE rJ 2 3"=I'-O" 3 5.2 HEAD SIMILAR 3"=1 -0 0 rJ 2 HEADSIIILAR 3"=1 -0 0 SHEET TITLE: INTERIOR DETAILS DRAWN BY: TJS CHECKED BY: LJC, PDK SHEET: A5 . 20 --------------- JOB NO. 2190954.23 PERMIT SET: 06/17/2020 '219095423`C:\TEMPWCPUBLISH 11160\23-A5.20.DWG KGB 08/03/20 13:40 1:1.00