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BUP2021 -00247 OFFICE COPY J - SWLDCu6I5DEet _ 0O Be II I I I I I I I I II I II I I I I I I I I II_ IIiLi � �- O *044IThTd — : o — etll • • • — 8I7RUCTURED PANOW o — ■ Architecture Interiors GALLAGHER BASSET o ae �ea aI �� Q � � Planning = Engineering ,- t., _ , TENANT IMPROVEMENT HEGE lvtu 0 . . o alum OCT 12 2011 Portland, OR Q 4 SUITE 545 --- - CITY 503.224.9560 G SITE OFFICECQ_PY NG TIGARL BUILDING DIVISION Vancouver, WA 9 IIS 10220 SW GREENBURG RD crrY °F� - 36°695'8'9 1 �a�Dgi1X'�i x ' . 206 749 9 931 IIII.f� ' 11 I! _ ;v ,� ; C www.mcknze.com TIGARD , OREGON ..!Jltj�'ll!1111111 .. _ I P !' i. :'.I t�t����fl j��l� III I' �IIIII�III�IIIIIIISIII m - �j MACKENZIE STRUCTURED PARKING STRUCTURED PARK GDESIGN DRIVEN 1 CLIENT FOCUSED ii Client Dam nS SW Oak Skeet .. IF �� VALIDITY OF PERMIT VICINITY MAP THE ISSUANCE OFAPERMIT s H o R E s T E I N BASED ON CONSTRUCCTION DOCUMENTS AND OTHER Q,Q NOT TO SCALE DATA SHALL NOT PREVENT (1THE CODE OFFICIAL FROM CODE SUMMARY LEGEND INDEX OF DRAWINGS REQUIRING THE CORRECTION EGRESS � GENERAL ' EXIT EXIT ACCESS 30.01 PROJECT INFORMATION, VICINITY MAP, CODE SUMMARY, AND GENERAL NOTES Project ® ILLUMINATED EXIT SIGN ARCHITECTURAL GALLAGHER BASSET A0.01 ABBREVIATION, ARCHITECTURAL LEGEND, ADA CLEARANCES, MOUNTING HEIGHTS, AND NOTES TENANT ROOM EGRESS Mol FIRE EXTINGUISHER LOCATION A1.10 PARTIAL FIFTH FLOOR DEMOLITION PLAN, FLOOR PLAN, REFLECTED CEILING PLAN, INTERIOR ® ELEVATIONS, FINISH SCHEDULE, AND NOTES IMPROVEMENT NOT IN SCOPE A5.20 INTERIOR DETAILS SUITE 545 NEGRI SCOPE OF WORK ACCESSIBLE MEANS OF EGRESS 3 LINCOLN 10220 SW GREENBURG RD m EGRESS EGRESS m COMMON PATH OF EGRESS TRAVEL = 80'4" It 00'-0"MAX.) THE SCOPE OF WORK FOR THE PROJECT INCLUDES INTERIOR TENANT IMPROVEMENTS OF TIGARD, OREGON 97223 I APPROXIMATELY 2,660 SQUARE FEET ON THE FIFTH FLOOR OF SIX FLOORS TOTAL. WORK TO INCLUDE D DEMOLITION, NEW WALLS, DOORS, RELITES, CASEWORK, AND FINISHES. �C� VALUATION: $67,394 PPORTL t f LI DESIGN/CODE DATA GOVERNING CODE: 2019 OREGON STRUCTURAL SPECIALTY CODE OCCUPANCY: B r OF O� CONSTRUCTION TYPE: TYPE 1-B TENANT AREA: APPROXIMATELY 2,660 SQUARE FEET OCCUPANCY LOAD: 18 MACKENZIE 2021 SIR :::.. _ _ ® ALL RIGHTS RESERVED 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, GENERATOR FOR FIRE/LIFE/SAFETY BACKUP POWER. WITHOUT PRIOR WRITTEN PERMISSION 0.0 5TH FLOOR -- REVISION SCHEDULE Delta Issued As Issue Date 2DEFERRED SUBMITTAL (gYSEPARATEPERMIT) PROJECT GENERAL NOTES SYMBOLS AND REFERENCES 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. PROJECT NORTH FIRE ALARM MECHANICAL B. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE LATEST ADOPTED BUILDING CODE EDITION, AND TO CONDITIONS AND SPECIFICATIONS OF ALL GOVERNING AUTHORITIES. NORTH ARROW TRUE NORTH ELECTRICAL C. VERIFY AND CONFIRM ALL CONDITIONS, DIMENSIONS, AND LAYOUT INFORMATION PRIOR TO START OF CONSTRUCTION. NOTIFY MACKENZIE OF ANY DISCREPANCIES PRIOR TO START OF PLUMBING FILLED ARROW EXIT ILLUMINATION WORK. ANY CORRECTION WORK REQUIRED AS A RESULT OF NOT REPORTING SUCH DISCREPANCIES SHALL BE PERFORMED AT NO ADDITIONAL COST TO THE OWNER. A DETAIL# NOTE: DESIGN BUILDERS ARE FULLY RESPONSIBLE FOR THE DESIGN OF THESE SYSTEMS/COMPONENTS. D. CONTRACTOR AND SUBCONTRACTORS SHALL CAREFULLY EXAMINE THE SITE AND THE CONSTRUCTION DOCUMENTS OF THE ENTIRE WORK. INCONSISTENCIES IN THE PLANS OR INTERIOR ELEVATION KEY MARK 12 THESE SYSTEMS/COMPONENTS SHOWN ON DOCUMENTS ARE SCHEMATIC ONLY: THEY ARE NOT SPECIFICATIONS SHALL BE CALLED TO THE ATTENTION OF MACKENZIE. 0 SHEET# INTENDED TO REPRESENT FINAL/CODE COMPLIANT DESIGN. PROVIDE DESIGN DOCUMENT SUBMITTAL TO SHEET TITLE: SUB-CATEGORY ARCHITECT OF RECORD FOR REVIEW PRIOR TO SUBMITTAL E. REFER TO ENLARGED PLANS AND ELEVATIONS WHERE INDICATED FOR ADDITIONAL INFORMATION. ENLARGED PLANS TAKE PRECEDENCE OVER PLANS OF SMALLER SCALE, AND DETAILS CATEGORY PROJECT TAKE PRECEDENCE OVER PLANS. IN THE CASE OF A CONFLICT, THE HIGHEST COST OPTION SHOULD BE PRICED. DIVISION # CONTACTS INFORMATION, F. DETAIL REFERENCES SHALL BE APPLIED TO ALL INSTANCES WHERE THE SAME CONDITIONS OCCUR, UNLESS NOTED OTHERWISE. VICINITY MAP, 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 KEYNOTE 01-01 ARCHITECT CONTRACTOR CODE SUMMARY, ACCESS FLOOR. NOTE # AND GENERAL MACKENZIE RUSSEL CONSTRUCTION 1515 SE WATER AVE, SUITE 100 20915 SW 105TH AVE NOTES H. DO NOT SCALE DRAWINGS. SPACE NAME PORTLAND, OR 97214 TUALATIN, OR 97062 I. CUTTING AND DRILLING OF STRUCTURAL MEMBERS NOT DETAILED REQUIRES THE WRITTEN PERMISSION OF THE STRUCTURAL ENGINEER OF RECORD. OFFIC SPACE # J ROOM/SPACE IDENTIFICATION 114 CONTACT: LINDSEY CARPENTER CONTACT: DONN STURDIVANT DRAWN BY: TJO, SW J. SAVE AND RECYCLE DEMOLITION DEBRIS AS APPLICABLE. ALL DEMOLISHED OR REMOVED EXISTING MATERIAL SHALL BE LEGALLY DISPOSED. COORDINATE WITH CITY OF TIGARD EXIST. FLOOR FINISH TEL: 503.224.9560 TEL: 503.692.9002 P-1 B-1 WALL BASE FINISH FAX: 503.228.1285 EMAIL: DSTURDIVANT@WALENGC.COM REQUIREMENTS FOR RECYCLING/RE-USE OF DEMOLITION DEBRIS. EMAIL: LCARPENTER@MCKNZE.COM CCB: 223805 CHECKED BY: MRT, PDK WALL FINISH 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 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 DOOR SYMBOL NUMBER (1�1 LANDLORD/OWNER OCCUPANCY BY TENANT. SHORENSTEIN REALTY SERVICES G0m01 L. ALL DESIGN-BUILD ITEMS, SYSTEMS, AND ELEMENTS ARE TO BE SUBMITTED FOR REVIEW AND APPROVED BY MACKENZIE. REVISION # 5335 MEADOWS ROAD, SUITE 275 REVISION MARK LAKE OSWEGO, OREGON 97035 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. TONTACT: 5034 12B1844 REVISION CLOUD AN JOB NO. 2190952.11 EMAIL: RFABIAN@SHORENSTEIN.COM PERMIT SET: 10/11/2021 219095211'\\GRP.MCK\PROJECTS\PROJECTS\219095211\DRAWINGSWRCHITECTURAL\11 GO.01.DWG SW 10/08/21 15:40 1:96.00 ABBREVIATIONS ARCHITECTURAL LEGEND ARCHITECTURAL GENERAL NOTES A. OVERALL FLOOR PLANS ARE INTENDED TO IDENTIFY ENTIRE FLOOR AREA. SEE INDIVIDUAL AREA @ AT FF FACTORY FINISH/FINISHED FACE NR NON RATED NOT IN SCOPE PLANS FOR SPECIFIC DIMENSIONS, DETAILING, PARTITION TYPES, AND ADDITIONAL INFORMATION. AB ANCHOR BOLT FIFE FINISH FLOOR ELEVATION NTS NOT TO SCALE P: B. MAINTAIN EXISTING CLEAR MINIMUM TO BOTTOM OF STRUCTURE, MECHANICAL DUCTS, LIGHTING, ADA AMERICANS WITH DISABILITIES FIN FINISH(ED) OC ON CENTER EXISTING CONSTRUCTION TO BE DEMOLISHED SPRINKLERS, ETC. ■ ACT FL FLUSH OPNG OPENING C. ALL WALLS ARE TO UNDERSIDE OF CEILING GRID UNLESS OTHERWISE NOTED. ADD'L ADDITIONAL ALIGN FACE OF FINISH WITH FACE OF FINISH Architecture Interiors FLR FLOOR OPP OPPOSITE D. SEE CODE ANALYSIS PLAN FOR FIRE EXTINGUISHER LOCATION. ADJ ADJACENT/ADJUSTABLE FT FEETFTGFOOTING OS OCCUPANCY SENSOR o EXISTING WALL TO REMAIN Planning > Engineering AFF ABOVE FINISH FLOOR E. FURNITURE AND EQUIPMENT BY OTHERS, SHOWN FOR REFERENCE ONLY. GA GAUGE OSSC OREGON STRUCTURAL SPECIALTY o EXISTING 1-HOUR RATED WALL TO REMAIN AL/ALUM ALUMINUM GEN GENERAL CODE F. CONTRACTOR TO COORDINATE WALL MOUNTED FURNITURE, INCLUDING BUT NOT LIMITED TO, ALT ALTERNATE GLZ/GL GLAZING/GLASS P PAINT o EXISTING DEMISING TO REMAIN CABINETRY, PROJECTION SCREENS, WHITE BOARDS, TELEVISIONS, ETC. AND PROVIDE NECESSARY APPROX APPROXIMATE P-LAM/PL PLASTIC LAMINATE BLOCKING AS REQUIRED. GR GRADE ® NEW WALL TO UNDERSIDE OF CEILING, SEE 4/A5.20 ARCH ARCHITECT(URAL) GYP BD GYPSUM BOARD PLMB PLUMBING G. CONTRACTOR SHALL COORDINATE DELIVERY AND INSTALLATION OF OWNER FURNISHED EQUIPMENT Portland, OR B/ BOTTOM OF HDR HEADER PLY/PLYWD PLYWOOD WITH THE OWNER. 503.224.9560 BATT BATTEN INSULATION RB RUBBER BASE H. ALL DIMENSIONS TO FACE OF WALL, CENTERLINE OF COLUMN, UNLESS OTHERWISE NOTED. ALIGN Vancouver, WA HDWR HARDWARE FINISHES WHERE INDICATED360.695.7879 . BLD/BLDG BUILDING HMK HOLLOW METAL KNOCKDOWN RCP REFLECTED CEILING PLAN Seattle, WA BILK BLOCK HORIZ HORIZONTAL REF REFERENCE/REFRIGERATOR I. WALL THICKNESSES ARE NOMINAL UNLESS OTHERWISE NOTED. 206.749.9993 BTWN BETWEEN HR(S) HOUR(S) REQ/REQ'D REQUIRED J. DIMENSIONS MARKED "CLR" ARE FROM FINISH SURFACE TO FINISH SURFACE. DIMENSIONS WITH www.mcknze.com CAB CABINET HVAC HEATING, VENTILATION AND AIR REV REVISION THIS MARK TAKE PRIORITY OVER ADJACENT DIMENSIONS, DIMENSIONS ADJACENT TO LATCH SIDE CUE CENTERLINE CONDITIONING RM ROOM OF DOORS INDICATE REQUIRED CLEARANCES BETWEEN CLEAR DOOR OPENING AND ADJACENT MACKENZIE. CLNG CEILING IBC INTERNATIONAL BUILDING CODE S STAIN FINISH. oEE16N DRIVEN I CLIENT FOCUSED CLR CLEAR IFC INTERNATIONAL FIRE CODE SAT SUSPENDED ACOUSTICAL TILE K. ALL DIMENSIONS SHOWN AS PLUS/MINUS (+/-) ARE FOR GENERAL LAYOUT AND REFERENCE ONLY. Client COL COLUMN IMC INTERNATIONAL MECHANICAL SC SEALED CONCRETE/SOLID CORE L. DOORS NOT DIMENSIONED ARE TO BE LOCATED 4" FROM FACE OF WALL TO OUTSIDE EDGE OF CONF CONFERENCE CODE WOOD JAMB. CONT CONTINUOUS INFO INFORMATION SCHED SCHEDULE M. ELECTRICAL/DATA OUTLETS SHOWN FOR REFERENCE ONLY. COORD COORDINATE INSUL INSULATION SIM SIMILAR N. OUTLETS INDICATED ARE EXISTING UNLESS NOTED OTHERWISE. SITE OBSERVATION HAS BEEN 5 H o R E s T E I N CPT CARPET INT INTERIOR SP SPACE(D)(S) PERFORMED (ON 10/07/2021, WHILE VACANT] AND PLAN, ELECTRICAL AND CEILING INFORMATION CTR/CNTR CENTER IPC INTERNATIONAL PLUMBING CODE SPEC(S) SPECIFICATION(S) HAS BEEN UPDATED (OBSERVATION IS LIMITED TO VISIBLE/ACCESSIBLE AREAS). CONTRACTOR TO DBL DOUBLE LAM LAMINATE SQ SQUARE FIELD VERIFY AND CONFIRM ADDITIONAL REQUIREMENTS WITH TENANT. DET/DTL DETAIL LVT LUXURY VINYL TILE STD STANDARD 0. ALL ELECTRICAL OUTLETS TO MATCH BUILDING STANDARD, UNLESS NOTED OTHERWISE. M/E/P MECHANICAL/ ELECTRICAL/ STRUCT STRUCTURAL P. COORDINATE AND REFER TO MECHANICAL AND ELECTRICAL DEFERRED SUBMITTALS FOR SPECIFIC DIMM DIMENSION INFORMATION, LOCATIONS, DIMENSIONS, CONNECTIONS, AND PENETRATIONS. DIDIAMETER PLUMBING OR PROCESS T TEMPERED Project MAX MAXIMUM T/ TOP OF GALLAGHER BASSET DN DOWN MECH MECHANICAL TBD TO BE DETERMINED Q. SEE MEP DRAWINGS FOR ADDITIONAL INFORMATION. TENANT DW DISHWASHER MEP MECHANICAL, ELECTRICAL, TEMP TEMPERATURE/TEMPORARY R. ALL RATED CONSTRUCTION ASSEMBLIES EXTEND FROM FLOOR STRUCTURE TO UNDERSIDE OF IMPROVEMENT DWG DRAWING PLUMBING STRUCTURE AND DECKING ABOVE UNLESS OTHERWISE NOTED. THK THICK�fHICKNESS SUITE 545 (E)/EXIST EXISTING MIN MINIMUM S. PROVIDE TYPE 'X' GYPSUM BOARD AT ALL FIRE RATED WALLS AND PARTITIONS. SEE CODE SUMMARY EA EACH MISC MISCELLANEOUS UNO/UON UNLESS NOTED OTHERWISE TTYPICAL DRAWINGS AND FLOOR PLANS FOR SCOPE OF FIRE RATED WALLS. 3 LINCOLN ELECT ELECTRICAL MW MICROWAVE T. ALL PENETRATIONS AND VOIDS THROUGH FIRE-RATED ASSEMBLIES TO BE FIRE STOPPED WITH 10220 SW GREENBURG RD ELEV ELEVATION (N) NEW VERT VERTICAL APPROVED MATERIALS. TIGARD, OREGON 97223 VIF VERIFY IN FIELD --- EQ EQUAL NFPA NATIONAL FIRE PROTECTION U. PROVIDE FIRE BLOCKING AS REQUIRED. �QF� AGENCY VPC VOLATILE ORGANIC COMPOUNDS Nov Ix- W/ ETERA VP VISION PANEL V. PATCH AND REPAIR EXISTING CONDITIONS DAMAGED BY NEW WORK TO NEW CONDITION. EXT EXTERIOR NIC NOT IN CONTRACT W/ WITH W. ALL EXISTING BUILDING ELEMENTS TO REMAIN UNLESS NOTED OTHERWISE. F/ FACE OF NO./# NUMBER L D LI NOM NOMINAL W/O WITHOUT X. EXISTING STRUCTURE TO BE LEFT UNDISTURBED AND INTACT. PERFORM NO DEMOLITION THAT MAY y FE FIRE EXTINGUISHER COMPROMISE THE STRUCTURAL INTEGRITY OF THE BUILDING. Y. 100% SPRINKLERS TO BE MAINTAINED THROUGHOUT IN ACCORDANCE WITH THE LATEST ADDITION PORTL OF NFPA 13. Z. CAP ALL ABANDONED PLUMBING, ELECTRICAL CONDUIT, AND OTHER UNDER SLAB UTILITIES AS O� REQUIRED. AA. DO NOT OVERCUT CORNERS AT NEW WALL PANEL/FLOOR SLAB OPENINGS. MACKENZIE 2021 AB. RE-USE ALL DEMOLISHED COMPONENTS (DOORS, WINDOWS, LIGHTS, ETC) WHERE POSSIBLE. © ALL RIGHTS RESERVED SERVICE OR REPAIR TO PROVIDE "LIKE NEW" OPERATION AND APPEARANCE. THESE DRAWINGS ARE THE PROPERTY OF MACKENZIE AND ARE NOT TO BE USED r _ AC. SALVAGE ALL DEMOLISHED COMPONENTS AS POSSIBLE. RETURN TO OWNER FOR FUTURE USE. OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION AD. EXISTING FLOORING TO REMAIN THROUGHOUT, UNLESS NOTED OTHERWISE. PATCH, REPAIR AND 18" I z ( „� PREP SUBSTRATE AS REQUIRED TO RECEIVE NEW FINISHES. 12 REVISION SCHEDULE MIN � BOTH LATCH AE. RETAIN EXISTING FIRE EXTINGUISHERS FOR FUTURE USE. AND CLOSER Delta Issued As Issue Date FRONT APPROACH -SWINGING DOORS L11 z z � � x oQ� CD � 4:36" MIN m 0C14 LL. 22„ 12" Q : 42" MI `F Co<U ANDBOTH LATCH SHEET TITLE: 4-jABBREVIATION, / 6" ARCHITECTURAL LEGEND, ADA - CLEARANCES, HINGE SIDE APPROACH - SWINGING DOORS cwa O MOUNTING CD 0 z HEIGHTS, AND W - - - - W U) - NOTES LU `r qf� (O Uj W \ = n ' U 24 U DRAWN BY: TJO, SW 00 Lkj � � 24. j Y w^ ML) ED v a 00 a o m o CHECKED BY: MRT, PDK —1 O v L v J cOo m 1— O SHEET: It I00 L0 LLJ Ilk LATCH SIDE APPROACH -SWINGING DOORS ¢ _ A0001 W c� J z U 10 ACCESSIBLE DOOR CLEARANCES r TYP. MOUNTING HEIGHTS JOB "0 2190952.11 p 1/4"=1 0" o p 1/2"=1'-0" } PERMIT SET: 10/11/2021 ¢ '219095211'\\GRP.MCK\PROJECTS\PROJECTS\219095211\DRAWINGS\ARCHITECTURAL\11_A0.01.DWG SW 10/08/21 15:58 1:96.00 SCHEDULE OF INTERIOR FINISHES GENERAL NOTES i A. ALL EXISTING CONDITIONS TO REMAIN, UNLESS NOTED OTHERWISE. i PL-1: (CABINET FACES) PIONITE, SLATE SG228, SUEDE B. PROVIDE FLOOR PROTECTION FOR EXISTING CARPET TO REMAIN. REMOVE EXISTING CARPET IN PL-2: (COUNTERTOP) FORMICA, NEUTRAL WHITE 918-58, MATTE FINISH BREAK/COPY ROOM ONLY. PATCH, REPAIR AND PREP SUBSTRATE AS REQUIRED TO RECEIVE NEW FINISHES. SEE SHEET A1.10 FOR FINISHES. ■ - _ SDT-1: ARMSTRONG, STATIC DISSIPATIVE TILE, MARBLE BEIGE 51950. SIZE: 12"X12" • fit 61' C. PROVIDE NEW LVT-1 IN BREAK/COPY ROOM. PROVIDE NEW SDT-1 IN SERVER ROOM. NEW RUBBER 1 i! __ • •• LVT-1: (ALTERNATE) SHAW, UNCOMMON GROUND 0188V, FRENCH GREY#02500 AJG-LVT1 BASE (RB-1) TO MATCH EXISTING AT NEW WALLS AND AREAS OF NEW FLOORING. Architecture Interiors 1 * ( ) Planning , Engineering D. PATCH AND REPAIR WALLS WHERE AFFECTED BY NEW CONSTRUCTION. PAINT P-1 NEW AND = SHAW FLOORING ACCOUNT CONTACT: ArthurJGallagher@Shawinc.com EXISTING WALLS THROUGHOUT, UNLESS NOTED OTHERWISE. CONFIRM ACCENT PAINT LOCATIONS 02-01 • • r ^ TS-1: TRANSITION BETWEEN CPT AND LVP ONLY: FUTURA METAL, LVT NO-LIP RAMP, 402021, 8' (3MM TO 4.5MM), COLOR SILVER WITH TENANT. '~ E. FOR SEISMIC BRACING OF SUSPENDED CEILING AND INTERSTITIAL a.• S EQUIPMENT SEE DETAILS 1/A5.20. P-1: (GENERAL PAINT) BENJAMIN MOORE, WHITE DOVE (RM) F. FURNITURE IS SHOWN FOR SCHEMATIC PURPOSES ONLY. TENANT OR TENANT'S VENDOR TO CONFIRM • —JF6'-4" 5'-3" 4h BUILT CONDITIONS FOR SPATIAL REQUIREMENTS AND FINAL LAYOUTS. Portland, OR 11 P-2: (ACCENT PAINT) BENJAMIN MOORE, GULL WING GRAY 2134-50, EGGSHELL FINISH 503.224.9560 G. OUTLETS INDICATED ARE EXISTING UNLESS NOTED OTHERWISE. SITE VERIFICATION HAS BEEN Vancouver, WA PAINT NOTE: EGGSHELL WASHABLE FINISH AT CEILING AND SOFFITS, SATIN WASHABLE FINISH AT WALLS. PERFORMED (ON 10/06/2021, WHILE VACANT) AND PLAN, ELECTRICAL AND CEILING INFORMATION HAS 360.695.7879 FINISH TO HAVE A MASTER PAINTER INDEX OF 3 WITH A GOOD SCRUB RATING AND SHEEN AT 15%-25%AT 60 BEEN UPDATED (OBSERVATION IS LIMITED TO VISIBLE/ACCESSIBLE AREAS). CONTRACTOR TO FIELD Seattle, WA DEGREES. VERIFY AND CONFIRM ADDITIONAL REQUIREMENTS WITH TENANT. 206.749.9993 RB-1: MATCH SUITE STANDARD H. NO VOC PAINT SYSTEMS TO BE UTILIZED, TO INCLUDE PRIMERS AS WELL AS FINISH PRODUCTS. www.mcknze.com I. PROVIDE (1) ABC DRY CHEMICAL FIRE EXTINGUISHER. J. REPLACE DAMAGED AND SOILED CEILING TILES WHERE AFFECTED BY CONSTRUCTION TO MATCH MACKENZIE. ------ EXISTING. DEEI•N DRIVEN I CLIENT FOCUSED KEYNOTES K. SUSPENDED ACOUSTICAL TILE CEILINGS AT 8'-5"± (EXISTING) AFF, UNLESS NOTED OTHERWISE. Client Q -- -- - - - L. CENTER ALL DOWN LIGHTS, FIRE SPRINKLER HEADS, SMOKE DETECTORS AND ALL OTHER CEILING 00-01 ALIGN NEW WALL WITH EXISTING WALL. PENETRATIONS IN CENTER OF 2x2 TILE, UNLESS NOTED OTHERWISE. 00-02 FILL IN WALL TO MATCH EXISTING ADJACENT CONDITION. M. ADD SOUND INSULATION IN ALL NEW WALLS. 02-01 RELOCATE EXISTING DOOR AND FRAME. N. LIGHTING LAYOUT IS SHOWN FOR PRELIMINARY DESIGN INTENT ONLY. FINAL LIGHTING LAYOUT TO BE S H o R E S T E I N PARTIAL FIFTH FLOOR DEMO PLAN 02-02 EXISTING SAT MAIN GRIDLINE, TYPICAL, AS IDENTIFIED DURING SITE OBSERVATION. OBSERVATION IS LIMITED TO VISIBLE PROVIDED BY THE ELECTRICAL CONTRACTOR AND IS DEPENDANT ON OREGON ENERGY CODE / IDENTIFICATION OF CONSISTENT MAIN LINES.ANY VARIATIONS TO BE CONFIRMED ON SITE BY CONTRACTOR. 1 '1 1/8"=V-0"-0 02-03 RELOCATE EXISTING SPRINKLER HEAD AS REQUIRED BY NEW LIGHTING LAYOUT, ALLOWANCES AND EXISTING BUILDING INFRASTRUCTURE IN CEILING. ELECTRICAL CONTRACTOR TO 06-01 NEW PLASTIC LAMINATE UPPER AND LOWER CABINETRY. REVIEW ALL REQUIRED LIGHTING LEVELS AND DISTRIBUTION AND NOTIFY ARCHITECT OF ANY 06-02 NEW PLASTIC LAMINATE UPPER AND LOWER CABINETRY, DISHWASHER, SINK, FLOODSTOPPER AND PLUMBING. PROVIDE WATER CONCERNS OF FOOTCANDLES OR FIXTURE PLACEMENT/LOCATION WITHIN ANY AREA OF THE SPACE. LINE FOR TENANT PROVIDE REFRIGERATOR. CONFIRM NEW LIGHT FIXTURE PLACEMENT DOES NOT INTERFERE WITH NEW WALL CONSTRUCTION --- 08-01 RELOCATED DOOR, FRAME, AND HARDWARE, SEE DETAIL 5/A5.20. PROVIDE NEW BUILDING STANDARD SERVER LOCKSET F86 AND SAT MAIN GRID LINES, RELOCATE IF REQUIRED. FINAL LAYOUT TO BE REVIEWED AND APPROVED Project GRADE 1. PROVIDE NEW LOUVER AT DOOR. BY LOCAL JURISDICTION THROUGH DEFERRED SUBMITTAL. GALLAGHER BASSET 08-02 NEW 3'-0"WIDE X 8'-0" HIGH SOLID CORE FLUSH WOOD DOOR WITH FULL GLAZED VISION PANEL AND INTEGRAL 3'-O"WIDE RELITE, TO MATCH EXISTING BUILDING STANDARD CORRIDOR DOOR, SEE DETAIL 6/A5.20. HOLLOW METAL KNOCKDOWN FRAME WITH TENANT 0602 26-05 FACTORY FINISH. HARDWARE TO BE CARD READER LOCKSET F86 GRADE, 1-1/2, PAIR BUTTS, 1 STOP, ELECTRIC STRIKE AND LEGEND REQUEST TO EXIT ON SIDE WITHOUT CARD READER CLOSER, SMOKE SEAL AT RATED DOOR. DOOR TO BE 20 MINUTE RATED AT IMPROVEMENT RUDE EXISTING 1 HOUR RATED CORRIDOR. SUITE 54S • CC , B B 12-01 WORK STATION BY OTHERS. COORDINATE POWER REQUIREMENTS WITH TENANT. 26-04 26-01 BREAK/WORK OFFICE OFFICE OFFICE O ENOFFI E •• 22-01 PROVIDE WATER SUPPLY FOR TENANT SUPPLIED/INSTALLED APPLIANCE. EXISTING WALL TO REMAIN 3 LINCOLN 505 06-01 N 506 , ® N 507 508 I 6'x6' 1 509 6'x6' 23-01 PROVIDE BUILDING STANDARD HIGH LIMIT EXHAUST FAN. 10220 SW GREENBURG RD ° Lv7 CL ExIST CL EXIST ExIST o EMST 23-02 PROVIDE (1)COOLING ONLY VAV TO SERVE THE CONFERENCE ROOM. EXISTING 1-HOUR RATED WALL TO REMAIN TIGARD, OREGON 97223 P-1 B-1 P-1 EX P-1 EX P-1 EX P-1 EX • d 4 1 26-01 PROVIDE BLOCKING, POWER, AND DATA FOR TENANT SUPPLIED/INSTALLED TV EXISTING DEMISING TO REMAIN • , CONFERENCE 22-01 A A1.10 B ° CC 26-02 PROVIDE NEW PHONE BOARD WITH (3)DEDICATED QUADRUPLEX OUTLETS. ' 504 LVT1 I 6'x6' I I 6'x6' 26-03 PROVIDE (1) GROUND BAR FOR SERVER ROOM, COORDINATE PLACEMENT AND REQUIREMENTS WITH TENANT. ® NEW WALL TO UNDERSIDE OF CEILING �� A�C� EXIST E10.5T • P-1 EX 4D: 26-04 NEW FLOOR POWER AND DATA, ASSUME CENTERED IN ROOM. CONFIRM FINAL LOCATION AND REQUIREMENTS WITH TENANT EXISTING DUPLEX OUTLET %0FIx 00 01 3,-6., 00-02 0 � L1 _J J L AND TENANT'S FURNITURE VENDOR.U a26-05 RE-USE EXISTING BASE FEED LOCATION IF FEASIBLE, PROVIDE NEW AS REQUIRED. EXISTING COVERPLATECC 12-01 TYP dEXISTING COVERPLATE TO RECEIVE NEW VOICE/DATA°&01Er - ' r - 1 r 1 22-01 +P-2 1 r T 1 ALTERNATE UPGRADES EXISTING BASE FEED ST O N OF C ' 26-01 ENTRY soT-1 � 6'x6' 6'x6' E6'x6 6'x6' 6'x6' 6'x6'502 RNXIST EXISTING THERMOSTAT SERVER EXIST OP NOFFICE AA PROVIDE SUPPLEMENTAL COOLING UNIT FOR SERVER ROOM, BRAND: MITSUBISHI. p0 503 + P-1 �0-01 510 BB IN LIEU OF EXISTING TILE TO REMAIN, PROVIDE NEW ARMSTRONG SECOND LOOK 2X2 CEILING TILE THROUGHOUT AT EXISTING EXISTING LIGHT SWITCH SDT-1 EXIST GRID LOCATION. 0) P-1 e-1 I 6'x6' I 6'x6' I I 6'x6' I _ 6'x6' 1 6'x6' I 6'x6' I CC EXTEND EXISTING WALLS TO STRUCTURE, SEE ALT. DETAIL 7/A5.20. CONFIRM FINAL LOCATION OF WALLS TO GO TO STRUCTURE NEW DUPLEX OUTLET MACKENZIE 2021 WITH TENANT. © ALL RIGHTS RESERVED FS g J ° DD IN LIEU OF NEW DOOR, RELITE, AND CARD READER, EXISTING DOOR, FRAME, AND HARDWARE TO REMAIN. azQ NEW DEDICATED OUTLET THESE DRAWINGS ARE THE PROPERTY OF row WERE Do BF =0 NEW AND ARE NOT TO BE USED OBF NEW GFCI OUTLET OR REPRODUCED IN ANY MANNER, 26-02 8'-�" DD cra WITHOUT PRIOR WRITTEN PERMISSION 26-03 NEW DEDICATED QUADRUPLEX OUTLET - --- ° 2 PARTIAL FIFTH FLOOR PLAN ���AL NEW VOICE/DATA ROUGH IN LOCATION REVISION SCHEDULE NEW FLUSH FLOOR ELECTRICAL AND DATA ROUGH IN LOCATION Delta Issued As Issue Date 1/8„_1,_011 gF NEW BASE FEED, (1) CIRCUIT PER (4) WORKSTATIONS NOTES:A. FINISH ENDS, TYP E. SHIM AS REQUIRED 4 NEW CARD READER LOCATION B. CONFIRM REQUIREMENTS AND SIZES FOR ALL F. ALL CABINET FACES AND DOORS, PL-1 $„„ NEW LIGHT SWITCH EQUIPMENT/APPLIANCES PRIOR TO G. ALL EXPOSED EDGES AT DOORS AND CONSTRUCTION OF CABINETRY SHELVING TO BE P-LAM TO MATCH ADJACENT EXISTING FIRE STROBE C. ALL COUNTER TOPS, EDGES, AND VERTICAL SURFACES FE BACKSPLASHES, PL-2 H. PROVIDE WATERLINE FOR TENANT PROVIDED NEW FIRE EXTINGUISHER D. CONTRACTOR TO PROVIDE DEDICATED REFRIGERATOR OUTLET FOR STAINLESS STEEL GE _ ___-_ -_-_ -_' RELOCATE LIGHT FIXTURE #GDT226SSLSS ADA DISHWASHER ® EXISTING 2'X4' LIGHT FIXTURE TO REMAIN. HATCHED INDICATES FIXTURE ON 24-HOUR BATTERY BACK-UP. SHEET TITLE: HHX 3-0 EXISTING LIGHT FIXTURE TO BE ON 24-HOUR BATTERY BACK UP PARTIAL FIRST ° o ® FLOOR DEMOLITION r1p9 11 10 10 ® RELOCATED LIGHT FIXTURE, HATCHED INDICATES FIXTURE ON 24-HOUR BATTERY BACK-UP. PLAN, FLOOR PLAN, CEILING A5.20 5.20 A5.20 COLUMN A5.20 REFLECTED CEILING Z�Z EXISTING SUPPLY/RETURN VENT TO REMAIN PLAN, INTERIOR 3 EO _ ALIGN W/LOWERS ELEVATIONS, FINISH S REFRIGERATOR, NIC T-2' EXISTING CEILING GRID _ �—f- SCHEDULE, AND LZ INSULATED EXPOSED i — _% _% EXISTING SPRINKLER HEAD NOTES PIPES PER ADA CODE �— _ c EXISTING EXIT SIGN DRAWN BY:TJO, SW ° LV Q N 0 i• •IFI• °O -:-:- ® NEW EXIT SIGN PROVIDE ( _ CHECKED BY: MRT, PDK BB BB DISHWASHER - o SILL AT - _ c OS EXISTING CEILING MOUNTED SMOKE DETECTOR SHEET: ° I a EXTERIOR _ N PROPOSED EGRESS LIGHTING PATH, 1 FOOTCANDLE TO BE CONFIRMED THROUGH SEPARATE WINDOW II LLL_ PERMIT 71 2 0 2'9” t'g' U' 1 (3) EO.5' 17'1 L 4' 3' L V) A 1 ■ O CLR. 8'-3"± 0-1 'CLRIVERIFY CLR VERIFY B m 3 REFLECTED CEILING PLAN 4 CABINETRY ELEVATION w JOBN0. 2190952.11 UJ @ BREAK/WORK #505 PERMIT SET: 10/11/2021 '219095211`\\GRP.MCK\PROJECTS\PROJECTS\219095211\DRAWINGSWRCHITECTURAL\11 A1.10.DWG SW 10/08/21 15:12 1:96.00 i FLOOR OR ROOF STRUCTURE * 3 LINCOLN STUD SIZE: 2j¢" 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 AT 8'-0" OC STRUT STABILIZER BAR BETWEEN ALL MEMBERS AT PERIMETER BERC 2WALL ANGLE LIMITING WALL HEIGHT TABLE WITH (2) #8 SHEET CLIP 8" MAX. METAL SCREWS AT EACH ADDITIONAL #12 WIRE SUPPORT AT ALL MEMBERS WITHIN 8" OF INTERIOR NON STRUCTURAL WALLS L/240 0 5psf END. BRACING TO BE PERIMETER PROVIDED WHERE LATERAL BRACING WITH APPROVED VERTICAL COMPRESSION STRUT AT , 0 MAIN RUNNER DESKMTM SPACING MAX WALL FOGW � � DISTANCE BETWEEN 2505725-18 24" . 12'-0" OC EA WAY 8'-4" PERPENDICULAR COUNTERSLOPE HANGERS IF MORE THAN 1:6 OUT OF PLUMB p o• INTERSECTING WALLS OR � / 250S125-18 16" 9'-7" HORIZONTAL BRACING Architecture IS Interiors y 2., ` • 250S125-27 24" 9'-10" 4 BETWEEN WALLS EXCEEDS Planning ■ Engineering y 8'-0" OC 0 2505125-18 16" 11'-3" 3" SOUND ATTENUATION OO "ATTACHED •� . 3625125-18 24" 13'-5" BATT. 4'-0" CENTERED ON WALL" °, WALL WHERE NOTED. •y 362S125-18 16" 14'-4" SUSPENDED A SECURE ALL HANGERS TO BLDG a CEILING CUT TILE FOR TIGHT FIT Portland,OR STRUCTURE. TRAPEZE DUCT 3625162-33 16" 16'-5" AT WALLS WORK AND OTHER LARGE A _ ®C�AT WALL GYPSUM BOARD 503.224.9560 OBSTRUCTIONS NOTE: FOR UNATTACHED WALLS PROVIDE A 3625162-43 16" 18'-0" EACH SIDE CASING BEAD USG 200—A Vancouver, WA 3/4" GAP BETWEEN EDGE OF ANGLE AND CLIP 6005162-33 16" 24'-6" 360.695.7879 CROSS RUNNERS FIT BETWEEN MAIN RUNNERS -- DO NOT SCREW BERC 2 CLIP TO TRACK Seattle, WA A MAIN RUNNERS AT 4'-0" OC SUPPORT WITH #12 WIRE AT 4'-0" OC MERIOR NON STRUCTURAL WALlS SOUND ATTENUATION 206.749.9993 WITH CERA MC TLE FACING L 360 ® 5 sf P INSULATION P PAN _ _ PER L www.mcknze.com OR WITH WIRE AT EA WAY 6 0 MAX 0 5 0 OC r<'1 METAL STUDS. LATERALLY BRACE MAIN RUNNER TO STRUCTURE AT 12'-0" OC EA TABLE MAX. LENGTH DESK3NATION $PACING MAX WALL I"EIGI-TT SEE 3/A5.20 FOR BOTTOM TRACK TO FINISH WAY. BEGIN BRACING WITHIN 6'-0" OF PERIMETER AND 2" FROM 1/2" DIA CONDUIT EMT 5'-10" SIZE AND SPACING FLOOR WITH POWDER MACKENZIE. CROSS MEMBER IN AREAS GREATER THAN 1,000 SF 362S125-18 16" 12'-4" X DRIVEN ANCHORS AT DESIGN DRIVEN I CLIENT FOCUSED 3 4" DIA CONDUIT EMT 7'-8" a 4'-0' O.C. 1" DIA CONDUIT EMT g'-9" 3625125-33 16" 14'-3" Client NOTE: ALL GRID MEMBERS AND CONNECTION DEVICES TO BE OF AN APPROVED TYPE AND SGL 162S125-33 MTL STUD 1-5 8"X20GA 12'-0" N CONTINUOUS ACOUSTIC HAVE A 180# CAPACITY. ALL LATERAL BRACING WIRES TO HAVE A 200# CAPACITY. AC ACK 16 1 5-3 MT TU 1-5 A 1 '-0" WALL TABLES ARE BASED ON WALLS SHEATHED BOTH SIDES FULL HEIGHT WITH \ SEALANT EACH SIDE SUSPENDED CEILING BRACING TO COMPLY WITH ASCE7, ASTMC635, ASTMC636 AND250SI25-33 MTL STUD 1/2" GYPSUM BOARD ATTACHED WITH #6 SCREWS MIN. AT 12"-0" O.C. MAX. m ` AGAINST TRACK ASTME580 1- CONCRETE SLAB IBACK TO BACK 5 5125- MTL STUDS -1 "X OGA '-0" o 0 i SUSPENDED CEILING BRACING 3 WALL HEIGHT TABLE _ B H O R E S T E t N 1 4 WALL - TO UNDERSIDE OF GRID I 52 NOTE: PROVIDE SEISMIC SEPARATION JOINTS IN CEILINGS GREATER 1 -0"=1 -0" z 5.2 ¢ 5.2 AT FLOOR AND SUSPENDED CEILING 3"=1'-0" THAN 2,500 SF. PROVIDE HEAVY DUTY GRID SYSTEM. 3 3 EXISTING METAL DECK °� ° CONTINUOUS 18 GAUGE METAL PLATE FASTENED Project GYPSUM BOARD WALL AS NEW GYPSUM TO DECK AT 2'-0" O.C., GALLAGHER BASSET OCCURS BOARD STAGGERED TENANT ABOVE ° CONTINUOUS ACOUSTIC SOUND ATTENUATION - ---- - DOUBLE STUD AT JAMB, CEILING EACH SEALANT, EACH SIDE IMPROVEMENT BATT AS OCCURS TYPICAL SIDE 2" DEEP TOP TRACK TO SUITE 545 GYPSUM BOARD WALL AS EXISTING STRUCTURE OCCURS1/2" DEFLECTION SPACE 3 LINCOLN (DO NOT FASTEN STUDS 10220 SW GREENBURG RD OR GYPSUM TO RUNNER TIGARD, OREGON 97223 MATCH BUILDING METAL STUDS. SEE DOUBLE STUD AT JAMB, STANDARD 3/A5.20 FOR SIZE AND TYPICAL SPACING �oD �C'I NEW BOTTOM TRACK C-,) f MATCH BUILDING XISTING ATTACHED TO EXISTING ~ L D Ll AND OR NEW TOP TRACK WITH #10 W C� SCREWS ® 1'-O" O.C. STANDARD w ¢ 1/4" TEMPERED RECITE BRACING AT / 8'-0' O.C. PORT a AS OCCURS, PROVIDE SUSPENDED CEILING w LU "C" CHANNEL AT TOP GYPSUM BOARD Uj RE AND BOTTOM EACH SIDE EXISTING TOP TRACK �t+ OF O�L SOUND ATTENUATION INSULATION PER PLAN Z WALL PER PLAN EXISTING WALL CONTINUOUS ACOUSTIC © MACKENZIE 2021 SEALANT EACH SIDE N ALL RIGHTS RESERVED PIAGAINST TRACK W THESE DRAWINGS ARE THE PROPERTY OF If MACKENZIE AND ARE NOT TO BE USED I- F- OR REPRODUCED IN ANY MANNER, } V 1/2- MAX W WITHOUT PRIOR WRITTEN PERMISSION Q CONCRETE SLAB Uj REVISION SCHEDULE s DOOR I DOOR - SIDELIGHT (ALT) WALL - STRUCTURE Delta Issued As Issue Date 5.2 HEAD SIMILAR 3"=1'-0" 0 5.2 HEAD SIMILAR 3"=1'-0" 0 5.2 OVER EXISTING WALL AT METAL DECK 3"=1'-0" a 0 0 3 13" CLR. (2) ADJUSTABLE 13" CLR. 13" CLR. (2) ADJUSTABLE U.N.O. (2) ADJUSTABLE U.N.O. MELAMINE SHELVES U.N.O. MELAMINE SHELVES MELAMINE SHELVES ' PLASTIC LAMINATE FACE ' I PLASTIC LAMINATE FACE PLASTIC LAMINATE FACE w BUILDING STANDARD w LIJ w WIRE PULL, TYPICAL w BUILDING STANDARD w BUILDING STANDARD w w WIRE PULL, TYPICALLIJ w WIRE PULL, TYPICAL � -- - N --__` COUNTER DEPTH TO BE I I ( CONSTRUCTED TO ACCOMM SHEET TITLE: EXISTING COLUMN INTERIOR PLASTIC LAMINATE PLASTIC LAMINATE > 25" TOP > COUNTER TOP WITH 4" > 25" TOP COUNTER TOP WITH 4" w N.O. DETAILS Li 25" TOP BACK SPLASH J BACK SPLASH w w w w PLASTIC LAMINATE 4" U.N.O. V) 1'-5" MAX w SIDE SPLASH WHERE w SIDE SPLASH WHERE BACKSPLASH, RETURN AT vwi OCCURS Uwi OCCURS TO FAUCET END WALL CONDITIONS CONTROLS DRAWER PER ELEVATION in WRAP ALL EXPOSED PIPE (1) ADJUSTABLE 5,t' PER CODE (1) ADJUSTABLE MELAMINE SHELF DRAWN BY: TJO, SW > MELAMINE SHELF > _j w ( _ _ _ _ W 8 Z U Y CHECKED BY: MRT, PDK w w PLASTIC LAMINATE I Y SHEET: w wFACE ; _ PLASTIC LAMINATE U) I ( PLASTIC LAMINATE to I in FACE p FACE A5 ■ 20 RUBBER BASE RUBBER BASE 6" CN ATTACHED TOE-KICK " I m AFF, WITH RUBBER BASEZ 2'-0" 3 2'-0" 3 0 3 a 0 0 2'-0" o o s CABINET SECTION W �o COUNTER SECTION W r CABINET SECTION w JOB No.2190952.11 5.2 TYPICAL 3/4"=1'-0" ¢ 5.2 TYPICAL 3/4"=1'-0" In " ADA SINK WITH ATTACHED TOE KICK 3/4"=1'-0" Q PERMIT SET: 10/11/2021 U U 0 •219095211'\\GRP.MCK\PROJECTS\PROJECTS\219095211\DRAWINGSW2CHITECTURAL\11_A5.20.DWG SW 10108/21 15:58 1:1.00