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Plans (14) BUP2020 -00150 ( 2/2 ) OFFIC:t tour OFFICE COP' J SWLOCMsb" ARCHITECTURAL LEGEND • '• � 1111111 � II�I�I��HiI_ fHH+{HH+I-0 _ _ ������B - Guam= _ � TiiiTl = EXISTING CONSTRUCTION TO BE DEMOLISHED REINISCH WILSON • TTrffl _ ` • SIRUCTU■EDPNNMMG �� / �� ALIGN FACE OF FINISH WITH FACE OF FINISH � �� �ba :_'� � ■ iuii WWII innnnni r o EXISTING WALL TO REMAIN WEIER JUN 18 2020 Architecture ■ Interiors • aem EXISTING 2-HOUR RATED WALL TO REMAIN CITY OF3sGAFDt Planning ■ Engineering oto EXISTING DEMISING TO REMAIN I III IIIRI(a DIVISi , ® NEW WALL TO UNDERSIDE OF CEILING, SEE 4/A5.20Rmummw TENANT IMPROVEMENT EXISTING DUPLEX OUTLET VALIDITY OF PERMIT LINCOLN TOWER : SUITE 120(l' OR Portland, 60 SITE E ISSUANCE OF A PERMIT EXISTING QUADPLEX OUTLET ■ ASED ON CONSTRUCTION 503.224.9560 Q2� AL EXISTING DATA/PHONE ROUGH IN LOCATION DOCUMENTS AND OTHER Vancouver, WA a DATA SHALL NOT PRFVENT 360.695.7THE CODE OFFICIAL FROM 879 UK= iz • EXISTING COVERPLATE 10260 G R E E N B U R G R D REQUIRING THE CORRECTION Seattle, WA 206.749.9993 �I p EXISTING COVERPLATE TO RECEIVE NEW VOICE/DATA OF ERRORS. OSSC 105.4 r/ GL�L 0 EXISTING THERMOSTAT TIGARD , OREGON www.mcknze.com $ EXISTING LIGHT SWITCH MACKENZIE m Y� OI-1_I�I� OV� DESIGN DRIVEN I CLIENT FOCUSED V D, NEW DUPLEX OUTLET Client SW Oak Shed NEW DEDICATED OUTLET rr COMPLIANCE o NEW VOICE/DATA ROUGH IN LOCATION217 i AY NEW FLUSH FLOOR ELECTRICAL AND DATA ROUGH IN LOCATION 0 ' C: i 1 VICINITY MAP BF NEW BASE FEED, (1) CIRCUIT PER (4) WORKSTATIONS Pcm;it #: B-t 0, NOT TO SCALE Address: -n [T weEe Y n }>t rs BF NEW BASE FEED, (2) CIRCUITS # INDEX OF D RAW I N G S St'itc : Date: $04 NEW LIGHT SWITCH WITH OCCUPANCY SENSOR GENERAL EXISTING CEILING GRID G0.01 TITLE SHEET, SITE PLAN, CODE SUMMARY, LEGEND,AND NOTES Project ®� 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 4 EXISTING EXIT SIGN TO REMAIN LINCOLN TOWER ® NEW EXIT SIGN SCOPE OF WORK 10260 GREENBURG RD ® w ® EXISTING 2'X4' LIGHT FIXTURE TO REMAIN. HATCHED INDICATES FIXTURE ON 24-HOUR BATTERY THE SCOPE OF WORK FOR THE PROJECT INCLUDES INTERIOR TENANT IMPROVEMENTS FOR AN EXISTING TIGARD, OREGON BACK-UP. TENANT EXPANDING INTO A TOTAL OF APPROXIMATELY 2,984 SQUARE FEET ON THE TWELFTH FLOOR OF EXITTWELVE FLOORS TOTAL. WORK TO INCLUDE DEMOLITION, NEW WALLS, DOORS, RELITES AND FINISHES. O EXISTING RECESSED WALL WASHER FIXTURE TO REMAIN ® VALUATION OF WORK: $38,500 ® — ® 25%VALUATION FOR UPGRADE: $9,625 0D.ADA UPGRADE: REMOVAL OF ALL BARRIERS, UPGRADED MISC. HARDWARE-- DEMOLISHED 2'X4' LIGHT FIXTURE DEMOLISHED RECESSED WALL WASHER FIXTURE DESIGN/CODE DATA DEMOLISHED RECESSED LIGHT FIXTURE GOVERNING CODE: 2019 OREGON STRUCTURAL SPECIALTY CODEOCCUPANCY: B �/ NEW OR RELOCATED 2'X4' LIGHT FIXTURE. HATCH INDICATES FIXTURE ON 24-HOUR CONSTRUCTION TYPE: TYPE 1-B OF O� ® LF-1 BATTERY BACK-UP. TENANT AREA: APPROXIMATELY 2,984 SQUARE FEET OCCUPANCY LOAD: 20 MACKENZIE 2020 SUMMARY © ALL RIGHTS RESERVED _. CODE LEGEND 1 REQUIRED EXIT, 1 EXIT PROVIDED. THESE DRAWINGS ARE THE PROPERTY OF MACKENZIE AND ARE NOT TO BE USED 2 CODE SUMMARY PLAN BUILDING IS FULLY SPRINKLED AND HAS NFPA SMOKE DETECTION WITH ON SITE EMERGENCY OR REPRODUCED IN ANY MANNER, 0.0 12TH FLOOR NTS EXIT EXIT ACCESS GENERATOR FOR FIRE/LIFE/SAFETY BACKUP POWER. WITHOUT PRIOR WRITTEN PERMISSION ® ILLUMINATED EXIT SIGN REVISION SCHEDULE AREA OF WORK Delta Issued As Issue Date PROJECT GENERAL NOTES EXISTING SUITE, NOT IN SCOPE DEFERRED SUBMITTAL 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 = 66-1W (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 IRS ERRORS E. IRSCOMMON 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 OF 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 FINAUCODE 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 ARCHITECT OF RECORD FOR REVIEW PRIOR TO SUBMITTAL TITLE SHEET, PROJECT NORTH TAKE PRECEDENCE OVER PLANS. IN THE CASE OF A CONFLICT, THE HIGHEST COST OPTION SHOULD BE PRICED. CONTACTS SITE PLAN, NORTH ARROW (D:: 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. DETAIL# MACKENZIE RUSSELL CONSTRUCTION INTERIOR ELEVATION 12 1515 SE WATER AVE, SUITE 100 20915 SW 105TH AVE LEGEND, AND H. DO NOT SCALE DRAWINGS. KEY MARK SHEET# PORTLAND, OR 97214 TUALATIN, OR 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: LJC, PDK REQUIREMENTS FOR RECYCLING/RE-USE OF DEMOLITION DEBRIS. KEYNOTE EMAIL: LCARPENTER@MCKNZE.COM CCB: 58918 SPACE NAME 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 OFFIC SPACE # SHEET: 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 114 LANDLORD/OWNER CITY ExIST. FLOOR FINISH A OF IIPlann G0 . 01 OCCUPANCY BY TENANT. P-1 e-1 WALLBASE FINISH SHORENSTEIN REALTY SERVICES pproved y PlanninL. ALL DESIGN-BUILD ITEMS, SYSTEMS, AND ELEMENTS ARE TO BE SUBMITTED FOR REVIEW AND APPROVED BY MACKENZIE. WALL FINISH 5335 MEADOWS ROAD, SUITE 275 Date: g LAKE OSWEGO, OREGON 97035 Initials: 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 COORDINATE WITH THE OWNER. DOOR SYMBOL NUMBER 101A CONTACT: ROB FABIAN JOB NO. TEL: 503.412.4844 2190954.23 EMAIL: RFABIAN@SHORENSTEIN.COM _- REVISION MARK REVISION # PERMIT SET: 06/17/2020 `219095423'C:\TEMPVACPUBLISH 3724\23-G0.01.DWG CAK 06/17/20 13:31 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 ■ BUT NOT LIMITED TO BUILT CONDITIONS OF M.E.P. IN THE PLANS SHALL BE CALLED TO THE ATTENTION OF THE 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 Planning g T anning Engineering S RECYCLING DEMOLITION DEBRIS. E. CAP ALL ABANDONED ELECTRICAL CONDUIT AND OTHER UNDER SLAB UTILITIES AS REQUIRED. T-611 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 STRUCTURAL INTEGRITY OF THE BUILDING WITHOUT WRITTEN APPROVAL OF THE ARCHITECT/DESIGNER. -- --------------- E EXIST ST � � �' H. SALVAGE ALL EXISTING DOORS AND HARDWARE FOR RE-USE. Cl) Portland, OR ` ' 503.224.9560 6PEN OFFICE rBRRK o ,203 GENERAL NOTES Vancouver, WA WST n ExlsT. �' 360.695.7879 3 P-1 ExAfie . ALL INTERIOR FINISHES BUILDING STANDARD, COLORS TO BE COORDINATED WITH TENANT. Seattle, WA +I Bc Bc Bc BC 206.749.9993 T B. PATCH AND REPAIR ALL EXISTING WALLS WHERE AFFECTED BY NEW WORK. PAINT NEW AND EXISTING WALLS. W4 .44 ® + + C. ALL EXISTING CONDITIONS TO REMAIN, EXCEPT NOTED BELOW. WWW.mcknze.com A Ir - D. DIMENSIONS REFLECT FACE OF FINISH TO FACE OF FINISH, UNLESS NOTED OTHERWISE. M AC K E N Z I E. CONFERENCE DESIGN DRIVEN I CLIENT FOCUSED OPEN OFFICE1204 E. WALL THICKNESS ARE NOMINAL, UNLESS NOTED OTHERWISE. 1201 m AA EXIST. F. ALL INTERIOR WALLS TO GO TO UNDERSIDE OF GRID UNLESS NOTED OTHERWISE. Client EXIST. EX 2 EXIS P-1 RB 86 G. ALL INTERIOR DOORS TO BE SOLID CORE FLUSH WOOD DOORS TO MATCH BUILDING STANDARD UNLESS NOTED EXIST DOST g OTHERWISE. H. OUTLETS INDICATED ARE EXISTING UNLESS NOTED OTHERWISE. SITE VERIFICATION HAS BEEN PERFORMED (ON 06/12/2020, T Bc Bc T WHILE VACANT) AND PLAN, ELECTRICAL AND CEILING INFORMATION HAS BEEN UPDATED (OBSERVATION IS LIMITED TO S H o R E S T E I N • TYP VISIBLE/ACCESSIBLE AREAS). CONTRACTOR TO FIELD VERIFY AND CONFIRM ADDITIONAL REQUIREMENTS WITH TENANT. 5 I. ELECTRICAL, DATA AND SWITCHING LOCATIONS INDICATED ARE SHOWN TO CONVEY GENERAL INTENT ONLY. COORDINATE 6u 1205 ELECTRICAL/DATA SWITCHING REQUIREMENTS WITH TENANT AND PROVIDE DRAWINGS BY DEFERRED SUBMITTAL. ---------------------------------------------------------_T;- 5 OFFICE K. NO VOC PAINT SYSTEMS TO BE UTILIZED, TO INCLUDE PRIMERS AS WELL AS FINISH PRODUCTS, UU OPEN OFFICE MIN --.-- T �' T g' 1212 206 L. ALL DIMENSIONS SHOWN AS PLUS/MINUS (±) ARE FOR GENERAL LAYOUT AND REFERENCE ONLY. VERIFY AND CONFIRM ALL Project ;tt - EXIST. DIMENSIONS AND CONDITIONS PRIOR TO START OF WORK. NOTIFY ARCHITECT/ENGINEER OF ANY DISCREPANCIES PRIOR TO REINISCH WILSON P-, RB START OF WORK. WEIER - SUITE 1200 6 M. ADD SOUND INSULATION IN ALL NEW WALLS. OFFICE TENANT N. FURNITURE IS SHOWN FOR SCHEMATIC PURPOSES ONLY. TENANT OR TENANTS VENDOR TO CONFIRM BUILT CONDITIONS 7 5 026 FOR SPATIAL REQUIREMENTS AND FINAL LAYOUTS. IMPROVEMENT 3 LINCOLN TOWER e° BC Bc 207 GENERAL FINISH NOTES 10260 GREENBURG RD T HALL OFFICE TIGARD, OREGON * 3 1211 7208 M077A. EXISTING FLOOR FINISH AND RUBBER BASE TO REMAIN THROUGHOUT EXPANSION SPACE, UNLESS NOTED OTHERWISE. '•- EXIST.---------------------- EXIST EXIST E RB % NEW RUBBER BASE AT NEW WALLS ONLY AND/OR ENTIRE WALLS/ROOMS WHERE AFFECTED BY CONSTRUCTION TO MATCH * XIS r �, EXISTING. PATCH AND REPAIR CARPET AS REQUIRED AT NEW FLOORING TRANSITION, TO MATCH EXISTING. �1Y" ��,�f 6 I B. PATCH AND REPAIR WALLS WHERE AFFECTED BY NEW CONSTRUCTION. PAINT NEW AND EXISTING WALLS THROUGHOUT OFFICE EXPANSION SPACE. OD.T TOFFICE � 5 1208 412,0 QF ICE EXIST. KEYNOTES EXIST. • P-1 RBP-1 RB T.�, 1R 5, 31. EXISTING CABINETRY AND SINK TO REMAIN. 2. REMOVE EXISTING WINDOW FILM AT CONFERENCE ROOM RELITES. 6 3. ALIGN NEW WALL WITH EXISTING WALL OR EDGE OF COLUMN. r 4. CENTER NEW WALL WITH EXISTING MULLION, SEE DETAIL 5/A5.20. MODIFY EXISTING WINDOW COVERINGS AS REQUIRED. THESEO WINGS ENZALL RIGHTS RE IE 2 PROPERTY OF 1 ESERVED PARTIAL DEMOLITION PLAN 2 PARTIAL TWELFTH FLOOR PLAN 5. NEW 4'-0"WIDE TEMPERED RELITE TO MATCH TENANT SUITE 1250 STANDARD, SEE DETAIL 7/A5.20. 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 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: PASSAGE DOOR DOOR OPENING HARDWARE NO. SIZE DETAILS GROUP RATING COMMENTS LATCHSET. F75 GRADE 1, BUTTS, SEAL, STOPS THK TYPE MAIL FINISH MAIL FINISH 1201A 3'-0x6-8" 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: FF FACTORY FINISH AA. PROVIDE FLUSH FLOOR POWER AND DATA AT CONFERENCE ROOM. CONFIRM FINAL LOCATION WITH TENANT AND TENANT'S 1206A 3'-0x8'-8" 1-3/4" FL Sc S HMK FF 7/A5.20 H-1 FL FLUSH FURNITURE VENDOR. 1207A 3'-0x8'-8" 1-3/4" FL SC S HMK FF 7/A5.20 H-1 - S STAIN BB. PROVIDE LOGO WINDOW FILM, WHERE INDICATED. CONFIRM FINAL LOCATION, DESIGN, PATTERN AND OPACITY WITH 1208A 3'-0x8'-8" 1-3/4" FL SC S HMK FF 6/A5.20 H-1 - SC SOLID CORE WOOD TENANT AND TENANT'S VENDOR. GENERAL NOTES SHEET TITLE: PARTIAL A. ALL DOORS/CLOSURES TO BE CHECKED,ADJUSTED, AND/OR REPLACED TO BE IN COMPLIANCE WITH ADA. SCHEDULE OF 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. CPT-1: TO MATCH EXISTING PLAN, G. DOOR OPENING HARDWARE SHALL BE CENTERED BETWEEN 36"TO 38"ABOVE THE FLOOR, PANIC HARDWARE SHALL BE BETWEEN 36"TO 42". SCHEDULES AND H. MAINTAIN MINIMUM CLEAR WIDTH AT STRICK SIDE 18"AT PULL SIDE, 12"AT PUSH SIDE. P-1: (GENERAL PAINT) TO MATCH EXISTING TENANT STANDARD I. MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED THE FOLLOWING: NOTES EXTERIOR DOORS 8.5 LBS PAINT NOTE: EGGSHELL WASHABLE FINISH AT CEILING AND SOFFITS, SATIN WASHABLE FINISH AT WALLS. SEMI-GLOSS FINISH AT INTERIOR DOORS 5 LBS ALL TOILET ROOM WALLS AND CEILINGS. FINISH TO HAVE A MASTER PAINTER INDEX OF 3 WITH A GOOD SCRUB DRAWN BY: TJS FIRE DOORS 15 LBS RATING AND SHEEN AT 15%D-25%G AT 60 DEGREES. 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 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 A1m10 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`C:\TEMP�ACPUBLISH 3724\23-A1.10.DWG CAK 06/17/20 13:31 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 - Interiors F. REPLACE DAMAGED AND SOILED CEILING TILES WHERE AFFECTED BY CONSTRUCTION TO MATCH EXISTING. Planning r 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 D ° 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 0 O O PAINTED GYPSUM BOARD HEADER AT TRANSITIONS. ASSUME HEADER HEIGHT TO ALIGN WITH DOOR HEIGHTS. 2. EXISTING SAT MAIN GRIDLINE, TYPICAL, AS IDENTIFIED DURING SITE OBSERVATION. OBSERVATION IS LIMITED TO VISIBLE O O O O IDENTIFICATION OF CONSISTENT MAIN LINES. ANY VARIATIONS TO BE CONFIRMED ON SITE BY CONTRACTOR. iL N. dL N. DES ION DRIVEN 1 CLIENT FOCUSED OO O O Client BB ;- ° 0 o . 0 0 ALTERNATE UPGRADES O O O O PROVIDE SEPARATE PRICING FOR THE FOLLOWING: AA. REMOVE PROJECTOR SCREEN OPENING AT OPEN OFFICE CEILING, WHERE INDICATED. PATCH AND REPAIR CEILING GRID ° ° 2 AND TILE, AS REQUIRED, TO MATCH EXISTING. ° ''-`• - ''-`• ____• • _ ° BB. DEMOLISH CAN LIGHTS, WHERE INDICATED AT OPEN OFFICE, PATCH AND REPAIR CEILING GRID AND TILE, AS REQUIRED, TO - MATCH EXISTING. Project REINISCH WIL4111 A SON ° WEIER - SUITE 1200 IMPROVEMENT LINCOLN TOWER 10260 GREENBURG RD - TIGARD, OREGON -- - ° - ° ° �c D. E/ ° o OFow © Z ALL RIGHTS 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/a"=1'-0° 1 .2 1/81,=1 I-o° OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION REVISION SCHEDULE Delta Issued As Issue Date 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•C:ITEMP\ACPUBLISH 3724\23-A1.20.DWG CAK 06/17/20 13:31 1:96.00 FLOOR OR ROOF STRUCTURE POP RIVET RUNNER TO WALL ANGLE AT 2 ADJACENT s LINCOLN TOWER STUD SIZE: 2}¢" 33 MIL 3-1/2" METAL WALLS, FASTEN CLOSURE ANGLE W/ #6 SCREWS gERC 2 8" MAX. STUD BRACING TO FLOOR DIRECTLY TO WALL FRAMING CLIP STRUCTURE AT 8'-0" OC WALL ANGLE LIMITING WALL HEIGHT TABLE WITH (2) #8 SHEET METAL SCREWS AT EACH ADDITIONAL #12 WIRE SUPPORT AT ALL MEMBERS u NjEFIIOR NON STRUCTURAL WALLS L/240 0 5psf END. BRACING TO BE WITHIN 8" OF PERIMETER PROVIDED WHERE LATERAL BRACING WITH APPROVED VERTICAL DESKMTION SPAC M MAX. WALL WEIGHT DISTANCE BETWEEN ■ COMPRESSION STRUT AT 12'-0" OC EA WAY FMAIN RUNNER PERPENDICULAR COUNTERSLOPE HANGERS IF MORE THAN 1: 6 OUT OF PLUMB 2 250S125-18 24" 8'-4" INTERSECTING WALLS OR Architecture • Interiors a I 2505125-18 16" 9'-7" HORIZONTAL BRACINGLS EXCEEDS Planning ■ Engineering "ATTACHED � , 250S125-27 24" 9'-10" 4 BETW NOC WALL" ` o� ,4 250S125-18 16" 11'-3" 3" SOUND ATTENUATION OOa 3625125-18 24" 13'-5" BATT. 4'-0" CENTERED ON CELM®GE AT WALL SUSPENDED WALL WHERE NOTED. A NOTE: FOR UNATTACHED WALLS PROVIDE A 3625125-18 16" 14'-4" CEILING CUT TILE FOR TIGHT FIT Portland,OR A 3625162-33 16" 16'-5" AT WALLS 503.224.9560 3/4" GAP BETWEEN EDGE OF ANGLE AND CLIP 7 -- DO NOT SCREW BERC 2 CLIP TO TRACK 362S162-43 16" GYPSUM BOARD CASING BEAD USG 200—A Vancouver,WA 18 —0" EACH SIDE 360.695.7879 TABLE MAX. LENGTH 6005162-33 16" 24'-6" Seattle, WA CROSS RUNNERS FIT BETWEEN MAIN RUNNERS 206.749.9993 MAIN RUNNERS AT 4'-0" OC SUPPORT WITH #12 1 2" DIA CONDUIT (EMT) 5'-10"' MEFlIOR NON STRUCTURAL WALLS q SOUND ATTENUATION WIRE AT 4'—O' 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 WRI I CERAA�C TLE FACNO L/360 0 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" DESKYVATKNd SPACNVG MAX WALL HEWWT 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"x2OGA) SIZE AND SPACING FLOOR WITH POWDER OF816N DRIVEN I CLIENT FOCUSED NOTE: ALL GRID MEMBERS AND CONNECTION DEVICE TO BE OF AN BACK TO BACK 162S125-33 15'_0' 362S125-18 16" 12'-4" xa DRIVEN ANCHORS AT APPROVED TYPE AND HAVE A 1801 CAPACITY. ALL LATERAL BRACING SECURE ALL HANGERS TO MTL STUDS 1-5 8"x2OGA 3625125-33 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 N CONTINUOUS ACOUSTIC BRACING TO COMPLY WITH ASCE7, ASTMC635, ASTMC636 AND TRAPEZE DUCT WORK AND 2-1 2"x20GA cin SEALANT EACH SIDE OTHER LARGE WALL TABLES ARE BASED ON WALLS SHEATHED BOTH SIDES FULL HEIGHT WITH BACK TO BACK 2505125-33 I AGAINST TRACK ASTME580 OBSTRUCTIONS 15 —0 1/2" GYPSUM BOARD ATTACHED WITH #6 SCREWS MIN. AT 12"-0" O.C. MAX. m MTL STUDS (2-1/2"x20GA) o CONCRETE SLAB o 1 SUSPENDED CEILING BRACING 3 WALL HEIGHT TABLE _ g H o R E S T E t N 4 WALL — TO UNDERSIDE OF GRID 52 NOTE: PROVIDE SEISMIC SEPARATION JOINTS IN CEILINGS GREATER NTS z 5.2 a 5.2 AT FLOOR AND SUSPENDED CEILING 3"=1'-0" a 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 DOUBLE STUD AT JAMB, TENANT GYPSUM BOARD PARTITION TYPICAL IMPROVEMENT 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 OCCURSOCCURS HOLLOW METAL FRAME - - - ` OD ALUMINUM TRIM PIECE �'J f DOUBLE STUD AT JAMB, D "CEE" W/ 1-1/2" TYPICAL RETURNS, FINISH TO MATCH WINDOW FRAMES OD HOLLOW METAL FRAME �1 NEOPRENE SEAL OF O 1/4" TEMPERED RELITE AS OCCURS, PROVIDE © MAE 2020 ALL RIGGHTSHTS RESERVED w ¢ "C" CHANNEL AT TOP THESE DRAWINGS ARE THE PROPERTY OF CL AND BOTTOM MACKENZIE AND ARE NOT TO BE USED BUILDING GLAZING UJ OR REPRODUCED IN ANY MANNER, SYSTEM WITHOUT PRIOR WRITTEN PERMISSION REVISION SCHEDULE LLJ Delta Issued As Issue Date J W LLJ s WALL AT EXTERIOR MULLION s DOOR — HOLLOW METAL DOOR — HOLLOW METAL RELITE rJ 2 3"=I'—O" 3 5 2 HEAD SIMILAR 3"=1 —0 0 5 2 HEADB�AR 3"=1 —0 0 SHEET TITLE: INTERIOR DETAILS DRAWN BY: TJS CHECKED BY: LJC, PDK SHEET: A5m2O JOB NO.2190954.23 PERMIT SET: 06/17/2020 '219095423'C:\TEMPWCPUBLISH 3724\23-A5.20.DWG CAK 06117/20 13:32 1:1.00