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Plans (39) BUP2022 -00081 J RECEIVED SW Loast Street _ , MAR 3 0 2022 a �QII�H CITY OF TIGARD 'J��n�ll) 11 BUILDING DIVISION . Ij 1 5 LINCOLN j 1MOHNNH STRUCTURED PARKING Architecture Interiors BATES GROUP 11 Planning Engineering 3 LINCOLN a LINCOLN SITE PROJECT GENERAL NOTES TENANT IMPROVEMENT Portland, OR a 503.224.9560 _ RED LOBSTER SUITE 200 _ �� A. THE DRAWINGS LOCATE PRODUCTS, SURFACES, AND MATERIALS AND THE NOTES CONVEY Vancouver,WA �; 2 LINCOLN 5� DESIGN INTENT. THE PROJECT INTENT IS TO PROVIDE FOR A COMPLETE, WORKING SYSTEM. 360.695.7879 Seattle,WA B. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE LATEST ADOPTED BUILDING 2 LINCOLN 206.749.9993 CODE EDITION,AND TO CONDITIONS AND SPECIFICATIONS OF ALL GOVERNING AUTHORITIES. www.mcknze.com O LINCOLN C. VERIFY AND CONFIRM ALL CONDITIONS, DIMENSIONS, AND LAYOUT INFORMATION PRIOR TO 10220 SW GREENBURG ROAD MACKENZIE. r, LINCOLN START OF CONSTRUCTION. NOTIFY MACKENZIE OF ANY DISCREPANCIES PRIOR TO START IF ossiGe ourvse , alae•vocusso TOWER WORK. ANY CORRECTION WORK REQUIRED AS A RESULT OF NOT REPORTING SUCH TIGARD , OREGON Client GUSTAVS m DISCREPANCIES SHALL BE PERFORMED AT NO ADDITIONAL COST TO THE OWNER. -•,•,,,,-•� D. CONTRACTOR AND SUBCONTRACTORS SHALL CAREFULLY EXAMINE THE SITE AND THE PLAZA I�I'IW'1'll'1'11( CONSTRUCTION DOCUMENTS OF THE ENTIRE WORK. INCONSISTENCIES IN THE PLANS OR G n SPECIFICATIONS SHALL BE CALLED TO THE ATTENTION OF MACKENZIE. INDEX OF DRAWINGS s H o R E s T E I N U0 E. REFER TO ENLARGED PLANS AND ELEVATIONS WHERE INDICATED FOR ADDITIONAL GENERAL SW Oak Street INFORMATION. ENLARGED PLANS TAKE PRECEDENCE OVER PLANS OF SMALLER SCALE, AND G0.01 PROJECT INFORMATION, VICINITY MAP, CODE SUMMARY PLAN, AND NOTES DETAILS TAKE PRECEDENCE OVER PLANS. IN THE CASE OF A CONFLICT, THE HIGHEST COST ARCHITECTURAL VICINITY MAP OPTION SHOULD BE PRICED. A0.01 ARCHITECTURAL GENERAL NOTES, ABBREVIATIONS, WALL TYPES, AND ADA CLEARANCES A1.10 PARTIAL SECOND FLOOR DEMO & FLOOR PLAN, DEMO RCP, RCP, AND NOTES Project 0.0 NOT TO SCALE F. DETAIL REFERENCES SHALL BE APPLIED TO ALL INSTANCES WHERE THE SAME CONDITIONS A5.20 INTERIOR DETAILS BATES GROUP OCCUR, UNLESS NOTED OTHERWISE. A6.10 SCHEDULES AND DOOR ELEVATIONS TENANT G. THE TERMS "ABOVE FINISH FLOOR" (AFF) AND "FINISH FLOOR ELEVATION" (FFE) REFER TO FINAL IMPROVEMENT CODE SUMMARY LEGEND FINISHED FLOOR ELEVATION,WHETHER BUILT-UP SLAB, COMPOSITE DECK, OR RAISED ACCESS SUITE 200 FLOOR. 10220 SW GREENBURG EXIT EXIT ACCESS COMMON PATH OF EGRESS TRAVEL = 100'-0" MAX. SCOPE OF WORK ROAD ILLUMINATED EXIT SIGN O 77'-0" H. DO NOT SCALE DRAWINGS. ® THE SCOPE OF WORK FOR THE PROJECT INCLUDES INTERIOR TENANT IMPROVEMENTS OF TIGARD, OREGON 97223 FIRE EXTINGUISHER LOCATION I. CUTTING AND DRILLING OF STRUCTURAL MEMBERS NOT DETAILED REQUIRES THE WRITTEN APPROXIMATELY 2,028 SQUARE FEET ON THE SECOND FLOOR OF SIX FLOORS TOTAL. WORK TO INCLUDE — — - TRAVEL DISTANCE 300'-0" MAX. (TABLE 1017.2) DEMOLITION, NEW WALLS, DOORS, RELITES, AND FINISHES. ftLA , PORTABLE FIRE EXTINGUISHERS (CLASS A HAZARD) SHALL BE PROVIDED PERMISSION OF THE STRUCTURAL ENGINEER OF RECORD.AS SHOWN AND PER 2014 OREGON FIRE CODE TABLE 906.3(1). MAXIMUM El 92"1 J. SAVE AND RECYCLE DEMOLITION DEBRIS AS APPLICABLE. ALL DEMOLISHED OR REMOVEDVALUATION: $24,000 TRAVEL DISTANCE TO EXTINGUISHER SHALL BE 75'. IN ADDITION, FINAL PORTABLE FIRE EXTINGUISHER LOCATIONS SHALL BE APPROVED BY ANU EXISTING MATERIAL SHALL BE LEGALLY DISPOSED. COORDINATE WITH CITY OF TIGARD IN ACCORDANCE WITH APPLICABLE CODES, PRIOR TO INSTALLATION. REQUIREMENTS FOR RECYCLING/RE-USE OF DEMOLITION DEBRIS. NOT IN SCOPE DESIGN/CODE DATA K. THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE RESULTING FROM THEIR WORK. THEACCESSIBLE MEANS OF EGRESS ' -- CONTRACTOR WILL COORDINATE CLEAN UP OF ALL AREAS AFFECTED BY DUST OR ANY GOVERNING CODE: 2019 OREGON STRUCTURAL SPECIALTY CODE PROVIDE MINIMUM 1 FOOT CANDLE EGRESS LIGHTING ACROSS WIDTH MATERIALS, BOTH DURING CONSTRUCTION AND UPON COMPLETION OF THE PROJECT, OCCUPANCY: B OF O TO BE CONFIRMED BY SEPARATE PERMIT INCLUDING THE INSIDE OF ALL WINDOWS AS NECESSARY SO THAT THE SPACE IS READY FOR CONSTRUCTION TYPE: TYPE 1-B j� TENANT AREA: APPROXIMATELY 2,028 SQUARE FEET I OCCUPANCY BY TENANT. OCCUPANCY LOAD: 14 O MACKENZIE 2022 c ALL RIGHTS RESERVED L. ALL DESIGN-BUILD ITEMS, SYSTEMS, AND ELEMENTS ARE TO BE SUBMITTED FOR REVIEW AND 1 REQUIRED EXIT, 1 EXIT PROVIDED. THESE DRAWINGS ARE THE PROPERTY OF APPROVED BY MACKENZIE. MACKENZIE AND ARE NOT TO BE USED BUILDING IS FULLY SPRINKLED AND HAS NFPA SMOKE DETECTION WITH ON SITE EMERGENCY OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION M. EXISTING MATERIAL NOTED TO BE RETURNED TO THE OWNER SHALL BE SAFELY STORED AND GENERATOR FOR FIRE/LIFE/SAFETY BACKUP POWER. ■ PROTECTED UNTIL IT IS REMOVED FROM THE SITE BY THE OWNER. CONTRACTOR SHALL REVISION SCHEDULE I! II ' COORDINATE WITH THE OWNER. Delta Issued As Issue Date II II 1 I SEPARATE PERMIT " - r ' - VALID! (BY SEPARATE PERMIT) \\ \ I I 2019 OSSC SECTION 107.3.4.1 THE ISSUANCE OF A PERMIT F I FIRE SPRINKLER ....................................._ I \ BASED ON CONSTRUCTION �L _ SYMBOLS AND REFERENCES FIRE ALARM DOCUMENTS AND OTHER JI MECHANICAL DATA SHALL NOT j �� i I �•. �i I �_ EVENT THE CODE OFFICIAL FROM PROJECT NORTH ELECTRICAL �� �J NORTH ARROW REQUIRING THE CORRECTION W TRUE NORTH OF ERRORS. OSSC 105.4 ail � ``\,d��\\\\\ // �IIf �A A q�\ ARROW NOTE: DESIGN BUILDERS ARE FULLY RESPONSIBLE FOR THE DESIGN OF THESE SYSTEMS/COMPONENTS. L—I \ / A THESE SYSTEMS/COMPONENTS SHOWN ON DOCUMENTS ARE SCHEMATIC ONLY: THEY ARE NOT r� II S / DETAIL# �� �� INTENDED TO REPRESENT FINAL/CODE COMPLIANT DESIGN. PROVIDE DESIGN DOCUMENT SUBMITTAL TO ` �1 ® INTERIOR ELEVATION SHEET TITLE: 12 ARCHITECT OF RECORD FOR REVIEW PRIOR TO SUBMITTAL "�I EXIT KEY MARK PROJECT II " I • -� , �� )p i , 20 SHEET# ✓ SUB-CAT EGORY INFORMATION , CATEGORY'moCONTACTS 10 9 I � \\,] VICINITY MAP, DIVISION # CODE SUMMARY �- � �—�I I ARCHITECT CONTRACTOR I� �_ � PLAN AND KEYNOTE 01-01 MACKENZIE WALEN CONSTRUCTION 1515 SE WATER AVE, SUITE 100 20915 SW 105TH AVE NOTES � �, � NOTE # PORTLAND, OR 97214 TUALATIN, OR 97062 I „ " OFFICE COPY I' 11 8 Y SPACE NAME CONTACT: LINDSEY CARPENTER CONTACT: DONN STURDIVANT DRAWN BY: SJR ` R I' II OFFICE' TEL: 503.224.9560 TEL: 503.692.9002 II II — - I SPACE # ROOM/SPACE IDENTIFICATION O 114 FAX. 503.228.1285 EMAIL: DSTURDIVANT@WALENGC.COk4 I { i -' ' Ewsr. FLOOR FINISH EMAIL: LCARPENTER@MCKNZE.COM CCB: 223805 '`ICE COPY CHECKED BY: LJC, PDK �..._ � �— P-1 e-1 WALL BASE FINISH CITY OF TIGARD„ SHEET: li ODE LIANCB f --- DLORD/OWNER _ WALL FINISH LAN COMP FOR C t, SHORENSTEIN REALTY SERVICES UTC; DOOR SYMBOL NUMBER otA 10220 SW GREENBURG ROAD, SUITE 310G0m01 U 8 II " REVISION # TIGARD, OREGON 97223 Pcmit#S13;,panad- non I REVISION MARK Address. / I Imo-Aim-� - I II ° II - CONTACT: ROB FABIAN Shite#^ TEL: 503.412.4844 B Dam JOB NO. 190951 .18 2 CODE SUMMARY PLAN REVISION CLOUD EMAIL: RFABIAN@SHORENSTEIN.COM r 0.0 2ND FLOOR NTS PERMIT SET: 03/29/202 219095118\DRAWINGSWRCHITECTURAL\18 G0.01.DWG HYH 03/28/22 11:58 1:96.00 ABBREVIATIONS ARCHITECTURAL GENERAL NOTES @ AT MISC MISCELLANEOUS A. OVERALL FLOOR PLANS ARE INTENDED TO IDENTIFY ENTIRE FLOOR AREA. SEE INDIVIDUAL AREA ADA AMERICANS WITH DISABILITIES NFPA NATIONAL FIRE PROTECTION PLANS FOR SPECIFIC DIMENSIONS, DETAILING, PARTITION TYPES, AND ADDITIONAL INFORMATION. ■ ACT AGENCY B. ALL WALLS ARE TO UNDERSIDE OF CEILING GRID UNLESS OTHERWISE NOTED. 1A C. REFERENCE DOOR SCHEDULE FOR DOOR TYPE DESIGNATION AND ADDITIONAL INFORMATION. AFF ABOVE FINISH FLOOR NTS NOT TO SCALE D. SEE CODE ANALYSIS PLANS FOR FIRE EXTINGUISHER LOCATIONS. Architecture ■ Interiors APPROX APPROXIMATE OS OCCUPANCY SENSOR E. PROVIDE BLOCKING AS REQUIRED ADJACENT TO FIRE EXTINGUISHERS FOR OWNER INSTALLED AED Planning ■ Engineering BLD/BLDG BUILDING OSSC OREGON STRUCTURAL SPECIALTY STATIONS CPT CARPET CODE F. CONTRACTOR TO COORDINATE WALL MOUNTED FURNITURE, INCLUDING BUT NOT LIMITED TO, CABINETRY, PROJECTION SCREENS,WHITE BOARDS,TELEVISIONS, ETC. AND PROVIDE NECESSARY DW DISHWASHER P PAINT BLOCKING AS REQUIRED. (E)/EXIST EXISTING P-LAM/PL PLASTIC LAMINATE G. CONTRACTOR SHALL COORDINATE DELIVERY AND INSTALLATION OF OWNER FURNISHED PLY/PLYWD PLYWOOD EQUIPMENT WITH THE OWNER. EMT ELECTRICAL METAL TUBING H. ALL DIMENSIONS TO FACE OF WALL, CENTERLINE OF COLUMN, UNLESS OTHERWISE NOTED. ALIGN Portland, OR ETC ETCETERA PSF POUNDS PER SQUARE FOOT FINISHES WHERE INDICATED. 503.224.956600 FDC FIRE DEPARTMENT CONNECTION RB RUBBER BASE I. WALL THICKNESSES ARE NOMINAL UNLESS OTHERWISE NOTED. Vancouver,WA FEC FIRE EXTINGUISHER CABINET RCP REFLECTED CEILING PLAN J. DIMENSIONS MARKED "CLR"ARE FROM FINISH SURFACE TO FINISH SURFACE. DIMENSIONS WITH 360.695.7879 Seattle,WA REV REVISION THIS MARK TAKE PRIORITY OVER ADJACENT DIMENSIONS. DIMENSIONS ADJACENT TO LATCH SIDE FHC FIRE HOSE CABINET OF DOORS INDICATE REQUIRED CLEARANCES BETWEEN CLEAR DOOR OPENING AND ADJACENT 206.749.9993 FE FIRE EXTINGUISHER S STAIN FINISH. www.mcknze.com FIN FINISH(ED) SF SQUARE FEET K. ALL DIMENSIONS SHOWN AS PLUS/MINUS (+/-)ARE FOR GENERAL LAYOUT AND REFERENCE ONLY. FL FLUSH SIM SIMILAR L. DOORS NOT DIMENSIONED ARE TO BE LOCATED 4" FROM FACE OF WALL TO OUTSIDE EDGE OF MACKENZIE .JAMB. FLR FLOOR SMS SAFETY MANAGEMENT SYSTEM M. ELECTRICAL/DATA OUTLETS SHOWN FOR REFERENCE ONLY. DESIGN DRIVEN i CLIENT FOCUSED GYP GYPSUM STD STANDARD N. ALL ELECTRICAL OUTLETS TO MATCH BUILDING STANDARD, UNLESS NOTED OTHERWISE. Client GYP BD GYPSUM BOARD TBD TO BE DETERMINED 0. OUTLETS INDICATED ARE EXISTING UNLESS NOTED OTHERWISE. SITE VERIFICATION HAS BEEN TYP TYPICAL PERFORMED ON 12/06/2018, WHILE VACANT AND PLAN, ELECTRICAL AND CEILING INFORMATION HVAC HEATING,VENTILATION AND AIR HAS BEEN UPDATED (OBSERVATION IS LIMITED TO VISIBLE/ACCESSIBLE AREAS). CONTRACTOR TO CONDITIONING UNO/UON UNLESS NOTED OTHERWISE FIELD VERIFY AND CONFIRM ADDITIONAL REQUIREMENTS WITH TENANT. IBC INTERNATIONAL BUILDING CODE USG UNITED STATES GYPSUM P. COORDINATE AND REFER TO MECHANICAL AND ELECTRICAL DISCIPLINES FOR SPECIFIC IFC INTERNATIONAL FIRE CODE VCT VINYL COMPOSITION TILE INFORMATION, LOCATIONS, DIMENSIONS, CONNECTIONS, AND PENETRATIONS. s H o R E 5 T E 1 N Q. HVAC CONTRACTOR TO PROVIDE FULL SHEET OF THE FLOOR AFFECTED UPON COMPLETION. IPC INTERNATIONAL PLUMBING CODE VOC VOLATILE ORGANIC COMPOUNDS CONTRACTOR IS RESPONSIBLE TO PROGRAM THE OVERRIDE HVAC BUTTON. LBS POUNDS W/ WITH R. SEE MEP DRAWINGS FOR ADDITIONAL INFORMATION. MAX MAXIMUM WF WINDOW FILM S. PATCH AND REPAIR EXISTING CONDITIONS DAMAGED BY NEW WORK TO NEW CONDITION. MEP MECHANICAL, ELECTRICAL, T. ALL EXISTING BUILDING ELEMENTS TO REMAIN UNLESS NOTED OTHERWISE. PLUMBING U. EXISTING STRUCTURE TO BE LEFT UNDISTURBED AND INTACT. PERFORM NO DEMOLITION THAT Project MAY COMPROMISE THE STRUCTURAL INTEGRITY OF THE BUILDING. BATES GROUP V. 100%SPRINKLERS TO BE MAINTAINED THROUGHOUT IN ACCORDANCE WITH THE LATEST ADDITION OF NFPA 13. TENANT W. CAP ALL ABANDONED PLUMBING, ELECTRICAL CONDUIT,AND OTHER UNDER SLAB UTILITIES AS IMPROVEMENT WALL TYPES REQUIRED. X. DO NOT OVERCUT CORNERS AT NEW WALL PANEL/FLOOR SLAB OPENINGS. SUITE 200 Y. RE-USE ALL DEMOLISHED COMPONENTS (DOORS,WINDOWS, LIGHTS, ETC) WHERE POSSIBLE. 10220 SW GREENBURG o EXISTING WALL TO REMAIN SERVICE OR REPAIR TO PROVIDE "LIKE NEW" OPERATION AND APPEARANCE. ROAD Z. SALVAGE ALL DEMOLISHED COMPONENTS AS POSSIBLE. RETURN TO OWNER FOR FUTURE USE. ® TIGARD, OREGON 97223 EXISTING 1-HOUR RATED WALL TO REMAIN AA. SAVE AND RECYCLE DEMOLITION DEBRIS WHERE POSSIBLE. COORDINATE WITH CITY OF TIGARD REQUIREMENTS FOR RECYCLING DEMOLITION DEBRIS. ® EXISTING DEMISING TO REMAIN AB. ADD SOUND INSULATION IN ALL NEW WALLS. 1Y a D A� ® NEW WALL TO UNDERSIDE OF CEILING, SEE 7/A5.20 AC. REMOVE EXISTING FLOORING ONLY WHERE INDICATED. PATCH, REPAIR AND PREP SUBSTRATE AS REQUIRED TO RECEIVE NEW FINISHES. SEE TYPICAL FLOORING TRANSITION DETAIL 12/A5.20. 1 AD. RETAIN EXISTING FIRE EXTINGUISHERS FOR FUTURE USE. UL K N ,n 0 LA , 0 N OF 0� C MACKENZIE 2022 O ALL RIGHTS RESERVED THESE DRAWINGS ARE THE PROPERTY OF r MACKENZIE AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, — — —� WITHOUT PRIOR WRITTEN PERMISSION 18 ! 00 ? I 12' REVISION SCHEDULE MIN � F BOTH LATCH AND CLOSER Delta Issued As Issue Date THRESHOLD COMPRESSED CARPET 4" FRONT APPROACH -SWINGING DOORS ALIGN FINISH FLOOR MAX BELOW THRESHOLD — — — WHERE OCCURS — z z x = m MOza - - - - � a a c� o : 36" MIN N moo 22" 12" 42" MI J U F BOTH LATCH SHEET TITLE: W OC) J AND CLOSER ARCHITECTURAL THRESHOLD / 6" GENERAL NOTES, TRANSITION BETWEEN FLOOR FINISHES X x DOOR 11 ABBREVIATIONS, a WALL TYPES, w O HINGE SIDE APPROACH -SWINGING DOORS AND ADA 2 , 0 z CLEARANCES zx ¢ - L, - - -- - UJ THRESHOLD o 0) I- 3 � o 0� 24" 0UJ DRAWN BY: SJR Ud THRESHOLD ;o m \ C0 w It u_o N g o 24" U C m = a MIN a j CHECKED BY: LJC, PDK 00 X U �o It U w SHEET: Q N of I U-) � = Z I 00 w J 0 A0 . 01 ~ U = LATCH SIDE APPROACH -SWINGING DOORS 'J O O LEVEL CHANGES ? 1 o ADA THRESHOLDS = 11 TYP. MOUNTING HEIGHTS 12 ACCESSIBLE DOOR CLEARANCES Q JQB NO. 2190951 .18 0.� 3„=I'-0” o (7 .0 1/2„=1'-0” 0.� 1/4N=I'-0' 202 Q 219095118\DRAWINGS\ARCHITECTURAL\18_AO.01.DWG HYH 03/28/22 11:59 1:96.00 GENERAL NOTES COMMON NOTES: F:PEX041ST CE OFFICE A. SEE ARCHITECTURAL GENERAL NOTES ON SHEET A0.01 FOR MORE INFORMATION. 205 . $ B. SEE SHEET A0.01 FOR WALL TYPES. EX oclsT 205A P ISTD C. SEE SHEET A6.10 FOR INTERIOR FINISHES. 08-01 f— 01-02 Architecture • Interiors FLOOR PLAN NOTES: Planning ■ Engineering DOST ' g D. ALL FLOORING TRANSITIONS TO BE CENTERED ON OPENING, UNLESS NOTED OTHERWISE. OFFICE 01-01 QEEX REFLECTED CEILING PLAN NOTES: E. EXISTING SAT AND GRID TO REMAIN. CONTRACTOR TO CONFIRM MAIN GRIDLINE THROUGHOUT SUITE. IF PROPOSED LIGHTING LAYOUT DISRUPTS MAIN GRIDLINE, CONTRACTOR TO PROVIDE ALTERNATE LIGHTING LAYOUT FOR OWNER APPROVAL. Portland,OR 01-01 BF F. SUSPENDED ACOUSTICAL TILE CEILINGS AT 8'-5" (EXISTING) AFF, UNLESS NOTED OTHERWISE. 503.224.9560 G. FOR SEISMIC BRACING OF SUSPENDED CEILING AND INTERSTITIAL EQUIPMENT SEE DETAIL 3/A5.20. Vancouver,WA <Q H. CENTER ALL DOWN LIGHTS, FIRE SPRINKLER HEADS, SMOKE DETECTORS AND ALL OTHER CEILING 09-01 v 360.695.7879 SERVER OPEN OFFICE PENETRATIONS IN CENTER OF 2x2 PORTION OF 2x4 TILE, UNLESS NOTED OTHERWISE. Seattle, zozA A 202 208 I. REPLACE DAMAGED AND SOILED CEILING TILES WHERE AFFECTED BY CONSTRUCTION TO MATCH 206 749.9 93 VCT EXIST EXISTING. P EXRB P EMB 26-02 J. LIGHTING LAYOUT IS SHOWN FOR PRELIMINARY DESIGN INTENT ONLY. FINAL LIGHTING LAYOUT TO www.mcknze.com BE PROVIDED BY THE ELECTRICAL CONTRACTOR AND IS DEPENDANT ON OREGON ENERGY CODE ALLOWANCES AND EXISTING BUILDING INFRASTRUCTURE IN CEILING. ELECTRICAL CONTRACTOR MACKENZIE. TO REVIEW ALL REQUIRED LIGHTING LEVELS AND DISTRIBUTION AND NOTIFY ARCHITECT OF ANY 26 01 CONCERNS OF FOOTCANDLES OR FIXTURE PLACEMENT/LOCATION WITHIN ANY AREA OF THE o,:,.. DRIVEN , CLIENT voeoseo F SPACE.CONFIRM NEW LIGHT FIXTURE PLACEMENT DOES NOT INTERFERE WITH NEW WALL Client CONSTRUCTION AND SAT MAIN GRID LINES, RELOCATE IF REQUIRED. FINAL LAYOUT TO BE REVIEWED AND APPROVED BY LOCAL JURISDICTION THROUGH SEPARATE PERMIT. Q 01-03 08-01 01-01 NN ti ti 207A EAST LEGEND 5 H O R E S T E I N EAST FS 8 F5 RECEPTIONo DOST EXISTING CONSTRUCTION TO BE DEMOLISHED 201 OFFICE BREAK r DOST EXIST 207 206 P EZ Ba EXIST p2-01 EXIST o EXISTING WALL TO REMAIN FX FX �Foject PPS m EXISTING 1-HOUR RATED WALLTO REMAIN BATES GROUP - ® EXISTING DEMISING TO REMAIN TENANT ® NEW WALL TO UNDERSIDE OF CEILING IMPROVEMENT EXISTING DUPLEX OUTLET SUITE 200 PARTIAL SECOND FLOOR DEMO & FLOOR PLAN s EXISTING QUADPLEX OUTLET 10220 SW GREENBURG ROAD IL EXISTING DATA/PHONE ROUGH IN LOCATION TIGARD, OREGON 97223 EXISTING COVERPLATE j A� �. EXISTING COVERPLATE TO RECEIVE NEW VOICE/DATA 02-02 TMP O EXISTING THERMOSTAT UL K IN $ EXISTING LIGHT SWITCH 0 0 0 0 0 0 ° � NEW DUPLEX OUTLET NEW DEDICATED QUADRUPLEX OUTLET!/0 LA 1 0 N 0 NEW VOICE/DATA ROUGH IN LOCATION ` OF fig' BF NEW BASE FEED, (2) CIRCUITS LLL 0 ° NEW LIGHT SWITCH WITH OCCUPANCY SENSOR © MACKENZIE 2022 ALL RIGHTS RESERVED Fo. EXISTING FIRE STROBE/HORN STROBE LOCATION THESE DRAWINGS ARE THE PROPERTY OF o e o oFMP:FF fi MACKENZIE AND ARE NOT TO BE USED -Co,-03 ° EXISTING SPRINKLER HEAD OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION EXISTING CEILING MOUNTED FAN __x 441-Ed PROPOSED EGRESS LIGHTING PATH, 1 FOOTCANDLE TO BE CONFIRMED THROUGH SEPARATE REVISION SCHEDULE PERMIT -- - ° ° 23 1 ° Delta Issued As Issue Date EXISTING CEILING GRID 0 ®--�} EXISTING SUPPLY/RETURN VENT TO REMAIN 0 o e ® EXISTING 2'X4' LIGHT FIXTURE TO REMAIN. HATCHED INDICATES FIXTURE ON 24-HOUR BATTERY BACK-UP. �5 til— I I qk\ten o EXISTING RECESSED LIGHT FIXTURE TO REMAIN ® RELOCATED 2'X4'LIGHT FIXTURE 0 0 0 0 0 e o 0 0 ° SHEET TITLE: ° KEYNOTES PARTIAL SECOND FLOOR ® 0 0 ° ® ° ® 01-01 NEW WALL TO ALIGN WITH EXISTING WALL TO REMAIN. DEMO & FLOOR 0 0 0 e 0 0 0 ° 01-02 NEW WALL TO BE CENTERED ON EXISTING EXTERIOR MULLION.SEE DETAIL 8/A5.20. PLAN, DEMO CO2 3 e 01-03 NEW WALL TO ALIGN WITH EXISTING FLOORING TRANSITION AND COLUMN EDGE. O O O O O O 02-01 EXISTING CABINETRY TO REMAIN. IT IS ASSUMED THAT THE EXISTING DISHWASHER WILL RCP, RCP, AND REMAIN AND NEW FGOOD WORKING ORDER. CONTRACTOR TO CONFIRM,AND LANDLORD O NOTES 02-02 EXISTING SAT MAIN GRIDLINE, TYPICAL,AS IDENTIFIED DURING SITE OBSERVATION. OBSERVATION IS LIMITED TO VISIBLE IDENTIFICATION OF CONSISTENT MAIN LINES.ANY DRAWN BY: SJR VARIATIONS TO BE CONFIRMED ON SITE BY CONTRACTOR. 02-03 REMOVE AND RELOCATE EXISTING CEILING COMPONENT AS REQUIRED BY NEW 2 PARTIAL SECOND FLOOR DEMO RCP 3 PARTIAL SECOND FLOOR RCP CONSTRUCTION AND LIGHTING LAYOUT. CHECKED BY: LJC, PDK 08-01 PROVIDE NEW 2'-0"WIDE RELITE TO MATCH BUILDING STANDARD. 1 1/g = 1 _p 09-01 PROVIDE NEW WINDOW FILM,WF-1,AT ENTIRE LENGTH AND HEIGHT OF EXISTING SHEET: GLAZING LOCATION. 23-01 PROVIDE NEW BUILDING STANDARD HIGH LIMIT EXHAUST FAN IN THIS ROOM ONLY. A1m10 26-01 PROVIDE NEW 4'-0"X8'-0" PAINTED PLYWOOD PHONE BOARD WITH (1)DEDICATED QUADRUPLEX OUTLET. 26-02 NEW BASEFEED LOCATION.COORDINATE FINAL REQUIREMENTS AND LOCATION WITH TENANT AND TENANTS FURNITURE VENDOR. JOB No. 2190951 .18 PERMIT SET: 03/29/202 `219095118'C:\TEMPVACPUBLISH 9944\18 A1.10.DWG HYH 03/28/22 12:14 1:96.00 FLOOR OR ROOF STRUCTURE POP RIVET RUNNER TO WALL ANGLE AT 2 ADJACENT WALLS, FASTEN CLOSURE ANGLE W/ #6 SCREWS DIRECTLY TO WALL FRAMING OR PROVIDE STRUT STABILIZER BAR BETWEEN ALL MEMBERS AT PERIMETER BERC 2 WALL ANGLE CLIP 8„ MAX. ADDITIONAL#12 WIRE SUPPORT AT ALL MEMBERS WITHIN 8" OF PERIMETER LATERAL BRACING WITH APPROVED VERTICAL COMPRESSION STRUT AT 12-0" OC EA WAY a MAIN RUNNER COUNTERSLOPE HANGERS IF MORE THAN 1:6 OUT OF PLUMB ® °m Architecture = Interiors Y2•. Planning Engineering � a0 OO "ATTACHED WALL" ' m .4 A SECURE ALL HANGERS TO BLDG a Portland, OR STRUCTURE. TRAPEZE DUCT WORK CELNG EDGE AT WALL NTS 503.224.9560 AND OTHER LARGE OBSTRUCTIONS A NOTE: FOR UNATTACHED WALLS PROVIDE A 3/4" GAP Vancouver, WA BETWEEN EDGE OF ANGLE AND CLIP-- DO NOT 360.695.7879 CROSS RUNNERS FIT BETWEEN MAIN RUNNERS SCREW BERC 2 CLIP TO TRACK Seattle, WA S" 206.749.9993 VIAX MAIN RUNNERS AT 4'-0"OC SUPPORT WITH#12 WIRE AT 4'-0"OC OR WITH#10 6-0" MAX WIREATS-0"OCEAWAY www.mcknze.com LATERALLY BRACE MAIN RUNNER TO STRUCTURE AT 12'-0" OC EA WAY. BEGIN TABLE MAX. LENGTH MACKENZIE. BRACING WITHIN U-0" OF PERIMETER AND 2" FROM CROSS MEMBER IN AREAS 1/2" DIA CONDUIT (EMT) 5'-10" N GREATER THAN 1,000 SF 3/4" DIA CONDUIT (EMT) 7'-8" Q DESIGN DRIVEN I CLIENT FOCUSED 1" DIA CONDUIT (EMT) 9141 ¢ Client NOTE: ALL GRID MEMBERS AND CONNECTION DEVICES TO BE OF AN APPROVED TYPE AND HAVE A 180# 0 SGL 1625125-33 MTL STUD (1-5/8"X20GA) 12'-0" u_ CAPACITY. ALL LATERAL BRACING WIRES TO HAVE A 200# CAPACITY. SUSPENDED CEILING BRACING TO BACK TO BACK 162S125-33 MTL STUDS 1-5/8"X20GA 15'-0" w COMPLY WITH ASCE7, ASTMC635, ASTMC636 AND ASTME580 SGL 250SI25-33 MTL STUD 2-1/2"X20GA 13-6" U BACK TO BACK 250S125-33 MTL STUDS 2-1/2"X20GA 15'-0" 0 3 SUSPENDED CEILING BRACING (D S H o R E S T E I N 5 2 NOTE: PROVIDE SEISMIC SEPARATION JOINTS IN CEILINGS GREATER V-0.=1, _0" THAN 2,500 SF. PROVIDE HEAVY DUTY GRID SYSTEM. U *2 LINCOLN STUD SIZE: 2 1/2" 33 MIL 3-1/2" METAL STUD BRACING TO FLOOR STRUCTURE AT 8'-0" OC WITH SCREWS LIMITING WALL HEIGHT TABLE ATEACHEND. BRET ALNGTOB Project AT EACH END. BRACING TO BE BATES GROUP INTERIOR NON STRUCTURAL NON-COMPOSITE WALLS L/240 @ 5psf / PROVIDED WHERE DISTANCE GYPSUM BOARD PARTITION TENANT BETWEEN PERPENDICULAR DESIGNATION SPACING MAX. WALL HEIGHT INTERSECTING WALLS OR SOUND ATTENUATION BATT IMPROVEMENT HORIZONTAL BRACING WHERE OCCURS SUITE 200 2505125-18 24" 81-41' BETWEEN WALLS EXCEEDS 2505125-18 16" 9'-7" < 8'-0' OC 10220 SW GREENBURG 2505125-27 24" 9'-10" 4 LINE OF SILL AS OCCURS ROAD TIGARD, OREGON 97223 250S125-18 16" 1113" 11 3" SOUND ATTENUATION BATT. 362S125 18 24" 13'-5° 4'-0" CENTERED ON WALL ALUMINUM TRIM PIECE"CEE" WHERE NOTEDW/ 1-1/2" RETURNS, FINISH TO . 362S125-18 16" 14'4" SUSPENDED MATCH WINDOW FRAMES r CEILING CUT TILE FOR TIGHT FIT AT ftLAO 3625162-33 16" 16'-5° WALLS GYPSUM BOARDCASING BEAD USG 200-A3625162-43 16" 18'-0" EACH SIDE 60OS162-33 16" 24'-6" NEOPRENE SEAL INTERIOR NON STRUCTURAL NON-COMPOSITE WALLS SOUND ATTENUATION WITH CERAMIC TILE FACING U360@5psf INSULATION PER PLANMETAL STUDS.DESIGNATION SPACING MAX. WALLHEIGHT SEE 6/AAND FOR SIZEBOTTOM TRACK TO FINISH �F � AND SPACING FLOOR WITH POWDER DRIVEN 3625125-18 16" 12'-4" ANCHORS AT 4'-0" O.C. BUILDING GLAZING _. . __- ,_ _ X .. SYSTEM © MACKENZIE 2022 Q ALL RIGHTS RESERVED 3625125-33 16" 14'30 THESE DRAWINGS ARE THE PROPERTY OF N CONTINUOUS ACOUSTIC MACKENZIE AND ARE NOT TO BE USED SEALANT EACH SIDE AGAINST OR REPRODUCED IN ANY MANNER, WALL TABLES ARE BASED ON WALLS SHEATHED BOTH SIDES FULL HEIGHT WITH cn TRACK WITHOUT PRIOR WRITTEN PERMISSION 1/2"GYPSUM BOARD ATTACHED WITH #6 SCREWS MIN. AT 12"-0"O.C. MAX. cEri� � CONCRETE SLAB s WALL HEIGHT TABLE _ WALL - TO UNDERSIDE OF GRID s WALL AT EXTERIOR MULLION REVISION SCHEDULE Delta Issued As Issue Date � " AT FLOOR AND SUSPENDED CEILING 3 =1'-0" :i " 3"=1'-0 5.2 5.2 < 5.2 < WALL PER PLAN GYPSUM BOARD WALL AS — —— — OCCURS DOUBLE STUD AT JAMB, SOUND ATTENUATION BATT TYPICAL AS OCCURS GYPSUM BOARD WALLAS OCCURS EXISTING CARPET SHEET TITLE: - - - INTERIOR MATCH BLDG STD µ VINYL REDUCER STRIP DETAILS g DOUBLE STUD AT JAMB, VCT a TYPICAL w w C/) MATCH BLDG STD FINISH FLOOR ELEVATION 1/4"TEMPERED RELITE AS DRAWN BY: SJR z OCCURS, PROVIDE "C" Q 4 F a CHANNEL AT TOP AND Q w w BOTTOM 4 CHECKED BY: LJC, PDK Ix Lu SHEET: FLOOR SLAB C A5m2O � o DOOR - ADJACENT RECITE � � DOOR - TYPICAL FRAME � 2 CARPET TO VCT TRANSITION JOB NO 2190951 .18 HEAD SIMILAR 3"=1'-0" 0 HEAD SIMILAR 3"=1'-0" 0 V-0"=1'-0" /'ZO'Z 5.2 0 5.2 0 5.2 M p '219095118*C:\TEMPWCPUBLISH_9944\18_A5.20.DWG HYH 03/28/22 12:15 1:1.00 NOTES: SIM SIM SIM A. ALL DOORS ARE SOLID SCHEDULE OF INTERIOR FINISHES 5.20 A5.20 6 20 WOOD CORE, FLUSH DOORS UNLESS NOTED OTHERWISE. RB-1: TO MATCH EXISTING TO REMAIN, FLAT PROFILE AT ALL CARPET LOCATIONS AND COVED /'3 PROFILE AT ALL RESILIENT FLOORING LOCATIONS. *1 r VCT-1: TBD, TO MATCH BUILDING STANDARD. COORDINATE FINAL SPECIFICATION WITH TENANT AND LANDLORD. P-1: (GENERAL PAINT) TO MATCH EXISTING WALL TO REMAIN. Architecture Interiors Planning Engineering P-2: (ACCENT PAINT) TBD. COORDINATE FINAL SPECIFICATION AND LOCATION WITH TENANT AND LANDLORD. cr W M LU 2'TEMPERED GLASS, O > O 0 TYPCIAL WF-1: (WINDOW FILM) ASSUME 3M ULTRA SERIES OR SIMILAR. ow ow Lu x Lu = w w ui w Portland, OR Cz=zQ 503.224.9560 ,0 FINISH GENERAL NOTES Vancouver,WA 5.20 A5.20 360.695.7879 A. EXISTING FLOOR FINISH TO REMAIN, UNLESS NOTED OTHERWISE. Seattle, WA \ 206.749.9993 B. PATCH AND REPAIR EXISTING WALLS WHERE AFFECTED BY NEW CONSTRUCTION. PAINT NEW WALLS ONLY AND/OR ENTIRE WALLS/ROOMS WHERE AFFECTED BY NEW CONSTRUCTION. WWW.mcknze.com C. PAINT NOTE: NO VOC LATEX PAINT TO BE USED. EGGSHELL WASHABLE FINISH AT CEILING AND SOFFITS, SATIN WASHABLE FINISH AT WALLS. FINISH TO HAVE A MASTER PAINTER INDEX OF 3 MACKENZIE . FIN FLR FIN FLR WITH A GOOD SCRUB RATING AND SHEEN AT 15%-25%AT 60 DEGREES. SEE DOOR SEE DOOR SEE SEE PLAN DESIGN DRIVEN I CLIENT FOCUSED SCHEDULE SCHEDULE LA Client A FL- FLUSH B FL/R - FLUSH WITH ADJACENT RELITE J) LL! aL 2 DOOR TYPES aL S H O R E S T E I N Ir 6.1 1/2"=V-0" o 0 DOOR SCHEDULE HARDWARE GROUPS Project BATES GROUP DOOR DOOR OPENING DOOR FRAMEDETAILS HARDWARE RATING COMMENTS H-1: STOREROOM/SERVER TENANT NO. SIZE THK TYPE MATL FINISH MATL FINISH GROUP CIPHER LOCKSET, BUTTS, SEAL, IMPROVEMENT EXIST 3'-0"x8'-0" EXISTING DOOR - STOP SUITE 200 202A 3'-0"x8'-0" 1-3/4" FL SC S TF FF 2A/A6.10 H-1 1,2 H-2: PASSAGE 10220 SW GREENBURG 205A 3'-0"x8'-0" 1-3/4" FUR SC S TF FF 2B/A6.10 H-2 - LATCHSET. F75 GRADE 1, ROAD BUTTS, SEAL, STOPS 207A T-0"x8'-0" 1-3/4" FUR SC S TF FF 2B/A6.10 H-2 TIGARDD, OREGON 97223 GENERAL NOTES ABBREVIATIONS 1^0D �RC�f A. ALL DOORS/CLOSURES TO BE CHECKED, ADJUSTED, AND/OR REPLACED TO BE IN COMPLIANCE WITH ADA. B. ALL TENANT ENTRY DOORS TO RECEIVE A NEW DOOR WITH MORTISE LOCKSET AS DETERMINED BY LANDLORD. EX EXISTING �� K IN C. ALL SECONDARY DOORS TO HAVE DEADBOLTS REMOVED, INSTALL COVERPLATES OR CHANGE DOORS AS AVAILABLE. FF FACTORY FINISH D. ALL DOORS, FRAMES AND HARDWARE TO MATCH TENANT BUILDING STANDARDS. FL FLUSH C� E. VERIFY DOOR HEIGHT DIMENSIONS. APPROXIMATE MEASUREMENTS BASED ON FIELD OBSERVATION. FL/R FLUSH WITH ADJACENT RELITE F. NEW DOORS MAY BE PULLED FROM EXISTING BUILDING INVENTORY OR RELOCATED WITHIN SUITE WHERE POSSIBLE. S STAIN G. DOOR OPENING HARDWARE SHALL BE CENTERED BETWEEN 36"TO 38"ABOVE THE FLOOR. PANIC HARDWARE SHALL BE SC SOLID CORE WOOD ,(� 0 TLA 0 N BETWEEN 36"TO 42". TF TIMELY FRAME H. MAINTAIN MINIMUM CLEAR WIDTH AT STRICK SIDE 18"AT PULL SIDE, 12"AT PUSH SIDE. 0 I. MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED THE FOLLOWING: OF EXTERIOR DOORS 8.5 LBS INTERIOR DOORS 5 LBS COMMENTS FIRE DOORS 15 LBS © MACKENZIE 2022 J. EXIT DOORS SHALL BE OPERABLE FROM INSIDE WITHOUT THE USE OF A KEY, SPECIAL EFFORT OR SPECIAL KNOWLEDGE. NO 1. PROVIDE LOUVER AT DOOR. ALL RIGHTS RESERVED LATCH OR LOCKING DEVICE EXCEPT PANIC HARDWARE PERMITTED. 2. ROOM TO RECEIVE NEW CIPHER LOCK THESE DRAWINGS ARE THE PROPERTY OF K. DOOR OPENING HARDWARE SHALL BE OPERABLE WITH A SINGLE EFFORT AND SHALL NOT REQUIRE TIGHT GRASPING OR SET. COORDINATE FINAL SPECIFICATION MACKENZIE AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, TWISTING OF THE WRIST. AND REQUIREMENTS WITH TENANT AND WITHOUT PRIOR WRITTEN PERMISSION L. EXIT DOORS SHALL NOT BE LESS THAN 3-0" IN WIDTH AND 6-8" IN HEIGHT. PROJECTIONS, INCLUDING PANIC HARDWARE, SHALL TENANT'S VENDOR. NOT REDUCE THE OPENING TO LESS THAN 32" CLEAR WIDTH. M. ALL GLAZING IN DOORS, ALL GLAZING LESS THAN 18" FROM FINISHED FLOOR, AND GLAZING WITHIN 24"OF DOORS AND LESS REVISION SCHEDULE THAN 60" FROM FINISH FLOOR SHALL COMPLY WITH ALL LOCAL BUILDING CODE REQUIREMENTS FOR SAFETY GLAZING. (USE 1/2" TEMPERED GLASS MINIMUM, UNO.) Delta Issued As Issue Date N. HANDLES, PULLS, LATCHES, LOCKS, AND OTHER OPERATING DEVICES ON DOORS, CABINETS, PLUMBING FIXTURES AND UTILITY FACILITIES SHALL HAVE LEVER OR OTHER SHAPE PERMITTING OPERATION BY WRIST OR ARM PRESSURE AND NOT REQUIRING TIGHT GRASPING PINCHING OR TWISTING TO OPERATE, THE FORCE REQUIRED TO ACTIVATE SUCH EQUIPMENT, OTHER THAN EXTERIOR DOORS, SHALL BE NO GREATER THAN 5 POUNDS-FORCE. SHEET TITLE: SCHEDULES AND DOOR ELEVATIONS DRAWN BY: SJR CHECKED BY: LJC, PDK SHEET: A6m10 JOB NO. L. 2190951 .18 PERMIT SET: 03/29/202 219095118\DRAWINGSWRCHITECTURAL\18 A6.10.DWG HYH 03/28/22 12:13 1:96.00