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Plans (16) BUP2020 -00217 ( 1/2 ) OFFICE COPY I _ CODE SUMMARY LEGEND EXIT EXIT ACCESS ILLUMINATED EXIT SIGN FIRE EXTINGUISHER LOCATION I D NOT IN SCOPE DIAGONAL DISTANCE = 116,-11„ LITHIA DRIVEWAY Architectures Interiors 1/3 DIAGONAL = 38'-9" (MIN. DISTANCE ALLOWED) Planning N Engineering DISTANCE BETWEEN EXITS 44'-5" TENANT IMPROVEMENT REGE 2020 r { 22 MEN � MEN COMMON MAX. COMMON PATH OF EGRESS TRAVEL = CIV OF TIGARD OA 56•_1„ l� EMBASSY CENTER . SUITE 501 BUtDtNGON'SION Portland, OR v • 503,224.9560 ARCHITECTURAL LEGEND Vancouver, WA I I F:::. 360.695.7879 / Ax, / d EXISTING CONSTRUCTION TO BE DEMOLISHED 9020 SW WASHINGTON SQUARE ROAD 206.749.9993A j t ALIGN FACE OF FINISH WITH FACE OF FINISH TIGARD , O R 97223 WWW.mcknze.com o EXISTING WALL TO REMAIN i MACKENZIE. DESIGN DRIVEN I CLIENT FOCUSED t o EXISTING RATED WALL TO REMAIN r� e tr® NEW WALL TO UNDERSIDE OF CEILING, SEE 3/A5.20 Client — ® EXISTING CEILING GRID ®� EXISTING SUPPLY/RETURN VENT TO REMAIN 1 VICINITY MAP FA INDEX OF DRAWINGS RMITHIA 0.0 NOT TO SCALE e EXISTING FIRE ALARM LOCATION GENERAL MOTORS, INC. FIRE EXTINGUISHER LOCATION G0.01 TITLE SHEET, CODE SUMMARY, VICINITY MAP, ARCHITECTURAL LEGEND, AND NOTES ® EXISTING FIRE ALARM ARCHITECTURAL A1.10 DEMOLITION PLAN, PARTIAL FIFTH FLOOR PLAN, AND NOTES I EXISTING CEILING HORN STROBE A1.20 REFLECTED CEILING DEMOLITION PLAN, REFLECTED CEILING PLAN, LIGHTING SCHEDULE, AND NOTES Project 1 ® EXISTING CEILING MOUNTED OCCUPANCY SENSOR A4.10 INTERIOR ELEVATIONS, SCHEDULES,AND NOTES LITHIA DRIVEWAY O O EXISTING CEILING MOUNTED SPEAKER A5.20 INTERIOR DETAILS A5.21 INTERIOR DETAILS SUITE 501 + EXISTING SPRINKLER HEAD TENANT ® EXISTING EXIT SIGN SCOPE OF WORK IMPROVEMENT ® ❑ ® NEW EXIT SIGN THE SCOPE OF WORK FOR THE PROJECT INCLUDES INTERIOR TENANT IMPROVEMENTS OF 9020 SW WASHINGTON APPROXIMATELY 5,430 SQUARE FEET ON THE FIFTH FLOOR OF SIX FLOORS TOTAL. WORK TO INCLUDE SQUARE ROAD ® NEW SUGGESTED ILLUMINATED EGRESS PATH DEMOLITION, NEW WALLS, DOORS, RELITES, CABINETRY AND FINISHES. TIGARD, OREGON 97223 EXISTING FLUSH FLOOR POWER AND DATA LOCATION VALUATION: $217,200 r EXISTING DUPLEX OUTLET ® DESIGN/CODE DATA ��� cif I D� EXISTING DUPLEX OUTLET TO BE CONVERTED TO DEDICATED EXIT � I ❑ ER� EXISTING DUPLEX OUTLET TO BE RELOCATED TO BE RAISED GOVERNING CODE: 2019 OREGON STRUCTURAL SPECIALTY CODE UL D. I G p EXISTING DATA/PHONE ROUGH IN LOCATION OCCUPANCY: B I CONSTRUCTION TYPE: TYPE II-A .: . :. .-. • EXISTING COVERPLATE TENANT AREA: APPROXIMATELY 5,430 SQUARE FEET OCCUPANCY LOAD: 37 PORT NO, 0 I D EXISTING COVERPLATE TO RECEIVE NEW VOICE/DATA A 2 REQUIRED EXITS, 3 EXITS PROVIDED. , C OP L1 Ov A � � � EXISTING THERMOSTAT BUILDING IS FULLY SPRINKLED AND HAS NFPA SMOKE DETECTION WITH ON SITE EMERGENCY EXISTING LIGHT SWITCH GENERATOR FOR FIRE/LIFE/SAFETY BACKUP POWER. © MACKENZIE 2020 ALL RIGHTS RESERVED Eq� x� NEW DUPLEX OUTLET THESE DRAWINGS ARE THE PROPERTY OF 2 CODE SUMMARY PLAN apt MACKENZIE AND ARE NOT TO BE USED TTrro. NEW DEDICATED QUADRUPLEX OUTLET OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION 0.0 5TH FLOOR NTS p NEW VOICE/DATA ROUGH IN LOCATION S E P E RATE PERMIT BF NEW BASE FEED, (1) CIRCUIT PER (4) WORKSTATIONS 2019 OSSC SECTION 107.3.4.1 (BY SEPARATE PERMIT) REVISION SCHEDULE FIRE BF NEW BASE FEED, (2) CIRCUITS FIRE ALARM SPRINKLER Delta Issued As Issue Date pp Q NEW CARD READER OR PIN PAD LOCATION MECHANICAL ELECTRICAL PROJECT GENE RAL NOTES $D, $GN NEW DIMMING OR OCCUPANCY SENSOR LIGHT SWITCH PLUMBING EXIT ILLUMINATION A. THE DRAWINGS LOCATE PRODUCTS, SURFACES, AND MATERIALS AND THE NOTES CONVEY DESIGN INTENT. THE PROJECT INTENT IS TO PROVIDE FOR A COMPLETE, WORKING SYSTEM. ® L-1 NEW 2'X4' LED LIGHT FIXTURE. NOTE: DESIGN BUILDERS ARE FULLY RESPONSIBLE FOR THE DESIGN OF THESE SYSTEMS/COMPONENTS. B. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE LATEST ADOPTED BUILDING CODE EDITION, AND TO CONDITIONS AND SPECIFICATIONS OF ALL GOVERNING AUTHORITIES. ® L-2 NEW 2'x2' LED LIGHT FIXTURE. THESE SYSTEMS/COMPONENTS SHOWN ON DOCUMENTS ARE SCHEMATIC ONLY: THEY ARE NOT INTENDED TO REPRESENT FINAL/CODE COMPLIANT DESIGN. PROVIDE DESIGN DOCUMENT SUBMITTAL TO C. VERIFY AND CONFIRM ALL CONDITIONS, DIMENSIONS, AND LAYOUT INFORMATION PRIOR TO START OF CONSTRUCTION. NOTIFY MACKENZIE OF ANY DISCREPANCIES PRIOR TO START OF ARCHITECT OF RECORD FOR REVIEW PRIOR TO SUBMITTAL o L-3 NEW 6'HANGING LED LIGHT FIXTURE. 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 L-4 NEW LED WALL WASHER LIGHT FIXTURE SHEET TITLE: SPECIFICATIONS SHALL BE CALLED TO THE ATTENTION OF MACKENZIE. O L-5 NEW PENDANT LIGHT FIXTURE CONTACTS TITLE SHEET, E. REFER TO ENLARGED PLANS AND ELEVATIONS WHERE INDICATED FOR ADDITIONAL INFORMATION. ENLARGED PLANS TAKE PRECEDENCE OVER PLANS OF SMALLER SCALE, AND DETAILS CODE SUMMARY, o L-6 NEW RECESSED LED CAN LIGHT VICINITY MAP TAKE PRECEDENCE OVER PLANS. IN THE CASE OF A CONFLICT, THE HIGHEST COST OPTION SHOULD BE PRICED. ARCHITECT � r F. DETAIL REFERENCES SHALL BE APPLIED TO ALL INSTANCES WHERE THE SAME CONDITIONS OCCUR, UNLESS NOTED OTHERWISE. SYMBOLS AND REFERENCESMACKENZIE OFFICE COPY ARCHITECTURAL G. THE TERMS "ABOVE FINISH FLOOR" (AFF) AND "FINISH FLOOR ELEVATION" (FIFE) REFER TO FINAL FINISHED FLOOR ELEVATION, WHETHER BUILT-UP SLAB, COMPOSITE DECK, OR RAISED 1515 SE WATER AVE, SUITE 100 CITY OF TIGARD,. LEGEND, AND ACCESS FLOOR. PORTLAND, OR 97214 REVIEWED FOR CODE COMPLIANCE NOTES NORTH ARROW CONTACT: MORGAN TOTH Approved: �] H. DO NOT SCALE DRAWINGS. TEL: 503.224.9560 OTC: [ ] I. CUTTING AND DRILLING OF STRUCTURAL MEMBERS NOT DETAILED REQUIRES THE WRITTEN PERMISSION OF THE STRUCTURAL ENGINEER OF RECORD. FILLED ARROW FAX: 503.228.1285 permit#: II,1pzozo — on a)7 DRAWN BY: KGB, SJR J. SAVE AND RECYCLE DEMOLITION DEBRIS AS APPLICABLE. ALL DEMOLISHED OR REMOVED EXISTING MATERIAL SHALL BE LEGALLY DISPOSED. COORDINATE WITH CITY OF TIGARD INTERIOR ELEVATION 12 A DETAIL# EMAIL: MToth@mcknze.com Suite#:Address: 1 9 a �p y�a" 5S% rA� CHECKED BY: MRT, PDK REQUIREMENTS FOR RECYCLING/RE-USE OF DEMOLITION DEBRIS. KEY MARK SHEET# LANDLORD Ant SUB-CATEGORY By:�{ �.�_ Date: I o- i N � SHEET: K. THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE RESULTING FROM THEIR WORK. THE CONTRACTOR WILL COORDINATE CLEAN UP OF ALL AREAS AFFECTED BY DUST OR ANY CATEGORY COMPANY WYSE REAL ESTATE INVESTORS VALIDITY OF PERMIT MATERIALS, BOTH DURING CONSTRUCTION AND UPON COMPLETION OF THE PROJECT, INCLUDING THE INSIDE OF ALL WINDOWS AS NECESSARY SO THAT THE SPACE IS READY FOR STREET 810 SE BELMONT ST - THE ISSUANCE OF A PERMIT OCCUPANCY BY TENANT. KEYNOTE SPACE NAME CITY, OR ZIP PORTLAND, OR 97214 BASED ON DOCUMENTS AND OTHER G0m01 L. ALL DESIGN-BUILD ITEMS, SYSTEMS, AND ELEMENTS ARE TO BE SUBMITTED FOR REVIEW AND APPROVED BY MACKENZIE. ROOM/SPACE IDENTIFICATION OFFIC&I SPACE # CONTACT: GREG CLOSE DATA SHALL NOT PREVENT Ek TEL: 503-595-9685 THE CODE OFFICIAL FROM 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 FLOOR FINISH EMAIL: GCLOSE@WYSEREA.COM REQUIRING THE CORRECTION JOB NO. COORDINATE WITH THE OWNER. WALL BASE FINISH OF ERRORS.OSSC 105.4 2190290.05 WALL FINISH ` DOORSYMBOLNUMBER ,O,A PERMIT SET: 09/09/2020 '219029005'C:\TEMP\ACPUBLISH-24636\05-GO.Ol.DWG CAK 09/09/20 16:09 1:96.00 KEYNOTES GENERAL NOTES 1. PATCH AND REPAIR WALLS AS REQUIRED BY NEW CONSTRUCTION, TO RECEIVE NEW FINISHES. A. REMOVE EXISTING FLOOR FINISH AND RUBBER BASE THROUGHOUT. PATCH, REPAIR AND PREP w " i, 2. SALVAGE EXISTING SINK AND FAUCET FOR RE-USE. PROVIDE NEW IF REQUIRED. SUBSTRATE AS REQUIRED TO RECEIVE NEW FINISHES. SEE SHEET A4.10 FOR FINISHES. e B. THE CONTRACTOR SHALL CAREFULLY EXAMINE CONSTRUCTION DOCUMENTS FOR THE WORK. ANY z;�K 3. REMOVE AND RELOCATE EXISTING DOOR, FRAME, AND HARDWARE IF FEASIBLE. DOOR TO MATCH CONFLICTS, INCLUDING BUT NOT LIMITED TO BUILT CONDITIONS OF M.E.P. IN THE PLANS SHALL BE • A µms} EXISTING SUITE 505 STANDARD AND BE IN LIKE NEW CONDITION. CALLED TO THE ATTENTION OF THE ARCHITECT/DESIGNER, SO THAT THE CLARIFICATION CAN BE 4+64' 3 +66' os ,'� ,. 4. ALIGN NEW WALL WITH EXISTING WALL. ISSUED. Architecture • Interiors _- C. SALVAGE ALL DEMOLISHED COMPONENTS AS POSSIBLE. RETURN TO LANDLORD FOR FUTURE USE. ---- _- `='===j t" KEYNOTES GENERAL NOTES 1. EXISTING MAIN SAT GRIDLINE, TYPICAL, AS IDENTIFIED DURING SITE OBSERVATION. OBSERVATION A. SUSPENDED ACOUSTICAL TILE CEILINGS AT 8'-10"± (EXISTING) AFF, UNLESS NOTED OTHERWISE. IS LIMITED TO VISIBLE IDENTIFICATION OF CONSISTENT MAIN LINES.ANY VARIATIONS TO BE B. FOR SEISMIC BRACING OF SUSPENDED CEILING AND INTERSTITIAL EQUIPMENT SEE DETAIL 1/A5.20. ■ CONFIRMED ON SITE BY CONTRACTOR. C. CENTER ALL DOWN LIGHTS, FIRE SPRINKLER HEADS, SMOKE DETECTORS AND ALL OTHER CEILING 2. PATCH AND REPAIR EXISTING CEILING GRID AS REQUIRED BY NEW CONSTRUCTION, TO MATCH PENETRATIONS IN CENTER OF 2x2 PORTION OF 2x4 TILE, UNLESS NOTED OTHERWISE. - EXISTING SUITE STANDARD. D. COORDINATE ELECTRICAL REQUIREMENTS WITH TENANT, ALL ELECTRICAL DRAWINGS WILL BE BY Architecture I Interiors _-__ 3 SEPARATE PERMIT. Planning Engineering ' ' ' r 3. DEMOLISH AND RELOCATE EXISTING CEILING COMPONENT AS REQUIRED BY NEW CONSTRUCTION E. HVAC CONTRACTOR TO PROVIDE FULL SHEET OF THE FLOOR AFFECTED UPON COMPLETION. _, �_r � • z -�; �_� _ _ AND NEW LIGHTING LAYOUT. CONTRACTOR IS RESPONSIBLE TO PROGRAM THE OVERRIDE HVAC BUTTON. 4-1 + J. + + + + + ;S; + + -` 4. NEW 2'X4'AND 2'X2' LED LIGHT FIXTURES TO BE DIMMING. PROVIDE NEW DIMMING LIGHT F. REPLACE DAMAGED AND SOILED CEILING TILES WHERE AFFECTED BY CONSTRUCTION TO MATCH -- - SWITCHES AS REQUIRED. EXISTING. = 3 = G. LIGHTING LAYOUT IS SHOWN FOR PRELIMINARY DESIGN INTENT ONLY. FINAL LIGHTING LAYOUT TO 5. PROVIDE INDIVIDUAL THERMOSTAT AND HVAC CONTROL. CONFIRM FINAL SPECIFICATIONS WITH BE PROVIDED BY THE ELECTRICAL CONTRACTOR AND IS DEPENDANT ON OREGON ENERGY CODE Portland, OR TENANT. ALLOWANCES AND EXISTING BUILDING INFRASTRUCTURE IN CEILING. ELECTRICAL CONTRACTOR TO 503.224.9560 6. PROVIDE SPEAKER FOR TENANT PROVIDED DOOR BELL SYSTEM. CONFIRM FINAL SPECIFICATION REVIEW ALL REQUIRED LIGHTING LEVELS AND DISTRIBUTION AND NOTIFY ARCHITECT OF ANY Vancouver, WA CONCERNS OF FOOTCANDLES OR FIXTURE PLACEMENT/LOCATION WITHIN ANY AREA OF THE SPACE. 360.695.7879 1 t` S 3 AND LOCATION WITH TENANT. 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 Seattle, WA 3 3 3 P 3 7. PERIMETER CAN LIGHTS TO BE ON SEPARATE SWITCH IN THIS ROOM. BY LOCAL JURISDICTION THROUGH SEPARATE PERMIT. 206.749.9993 } `-- - - -'- --- 8. PROVIDE SPLIT A/C SYSTEM. CONFIRM FINAL REQUIREMENTS AND SPECIFICATIONS WITH TENANT. WWW.mCknZ@.GOBI ® J ` i + �-r + ALTERNATE UPGRADES LIGHTING SCHEDULE MACKENZIE. 1=` �_` - � i=L O - DESIGN DRIVEN I CLIENT FOCUSED 4 1 CD PROVIDE SEPARATE PRICING FOR THE FOLLOWING: Client 3 AA. IN LIEU OF EXISTING CEILING TILE TO REMAIN, PROVIDE NEW CEILING TILE THROUGHOUT, SAT-1.LL LF-1: (2'X4' DIMMING LED) LITHONIA; 26LT4; 2'X4' BB. PROVIDE SOUND ATTENUATION BATT ABOVE CEILING TILES, 4'-0" CENTERED ON WALLS. LF-2: (2'X2' DIMMING LED) LITHONIA; 2BLT2; 2'X2' 7-f l-r H LF-3: (HANGING LINEAR LED) FLUXWERX; VIEW; VUI-B; 4' LONG; SQUARE PROFILE; BLACK L�THIA 114 I.-Ir POWDERCOAT FINISH; 20 UP 80 DN "i + CONTACT: ROBBIE KENAGY (rkenagy@hlsterns.com) MOTORS, INC. F' LF-4: (LED WALL WASHER) FLUXWERX; NOTCH 2 VSI ASYMMETRIC; NT2-A; 2' LONG; GRID INSTALLATION + + CONTACT: ROBBIE KENAGY (rkenagy@hlsterns.com) -r + 4-.1 + I LF-5: (DECORATIVE PENDANT) BUZZISPACE; BUZZISHADE PENDANT LED; MEDIUM SIZE; FROSTED Project I GLASS GLOBE DIFFUSER; FLUORESCENT ORANGE POWDER COATED METAL FRAME, RAL LITHIA DRIVEWAY -'r `4 2005; BUZZIFELT ANTHRACITE 68 COVER; FLUORESCENT ORANGE LACE; BLACK POWDER I COATED METAL CANOPY, RAL 9005 SUITE 501 — — CONTACT: JENN HUBBELL (Jenn@mattercontract.com) — — — — — — — NOTE: CONTRACTOR TO CONFIRM EXISTING SUSPENDED CEILING GRID CAN SUPPORT TENANT 114 F LIGHT FIXTURE AND INFORM ARCHITECT IF GRID CANNOT HOLD FIXTURE. IMPROVEMENT + LF-6: (RECESSED LED CAN LIGHT) LITHONIA; T.B.D. 9020 SW WASHINGTON ® _ SQUARE ROAD TIGARD, OREGON 97223 1 REFLECTED CEILING DEMOLITION PLAN �Fn 1 .2 1/8"=1 r_o,r I D. I G PORT ND, 0 OF 0� 5 B O O O © MACKENZIE 2020 ALL RIGHTS RESERVED • 11 ' T III THESE DRAWINGS ARE THE PROPERTY OF 1 + + + + MACKENZIE AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, 5 B WITHOUT PRIOR WRITTEN PERMISSION B O O REVISION SCHEDULE + Delta Issued As Issue Date + + + 2 AA Affin /M SHEET TITLE: REFLECTED CEILING DEMOLITION PLAN o$ 4 AND REFLECTED 3 _ _ _ _ CEILING PLAN, I LIGHTING + 0 0 0 o 8 I SCHEDULE, AND NOTES 7 0 7 0 0 0 DRAWN BY: KGB, SJR CHECKED BY: MRT, PDK SHEET: 2 REFLECTED CEILING PLAN A1 . 20 1 .2 1/8"=V-0" JOB NO. -- - 2190290.05 PERMIT SET: 09/09/2020 '219029005'C:\TEMP\ACPUBLISH-24636\05-Al.20.DWG CAK 09/09/20 16:09 1:96.00 T SM (9- 62 DOOR SCHEDULE HARDWARE GROUPS }TEMPERED GLASS VISION }TEMPERED GV S P"NE soccGRs DOOR DOOR OPENING DOOR FRAME DETAILS HARDWARE RATING COMMENTS H-1: PASSAGE NO. SIZETHK TYPE MAIL FINISH MAIL FINISH GROUP LATCHSET. F75 GRADE 1, BUTTS, SEAL, STOPS g gg EXIST EXISTING DOOR 1 S 8 501A EXISTING DOOR H-3 2 H-2: OCCUPANCY LOCK tA ■ a1 CAVITY SLIDERS CL100 ADA 502A 3'-0"x8'-0" EXISTING DOOR 1A/A4.10 H-1 - 3 INDICATOR LOCK, LEFT HAND s 503A 3'-078'-0" EXISTING DOOR 1A/A4.10 H-1 _ 3 LOCK, BRUSHED STAINLESS Architecture IF Interiors STEEL FINISH Planning R Engineering 507A 3'-0"x6'-0' EXISTING DOOR 7/A5.20 H-4 - 7 t RN FUN sEEDDOR SEE�w RNFR H-3: GRADE CARD READER BUTLOCKSET SEALF86 508A 3'-0'x6'-0" EXISTING DOOR 1 C/A4.10 IX 5 SCNEDUIE SCHEDULE (2)EWRL A B 509A 3'-0'x6'-0' EXISTING DOOR 1 B/A4.10 IX - 5 ELECTRIC STRIKE, &REQUEST TO FULL VISION PANEL FLUSH DOOR WITH INTEGRAL RECITE CEILING ENTER DOOR CHIME ON SIDE 510A EXISTING DOOR 4 WITH CARD READER AND }TEMPERED GLASS P-2 REQUESTS TO EXIT/SENSOR, Portland, OR 513A 3'-0"x8'-0" 1-3/4" SL SC S TM FF 1D/A4.10 H-2 6503.224.9560 AUTOMATIC UNLOCKING AT EXIT • • TENANT PROVIDED SIDE FOR FREE EGRESS Vancouver, WA / VINYL GRAPHIC 360.695.7879 H-4: IDF LOCKSET, F86 GRADE 1, Seattle, WA g g BUTTS, SEAL, STOP, ELECTRIC 206.749.9993 EXISTING DUPLEX S w S OUTLET COVER X BE STRIKE TO ACCOMMODATE W REPLACED WITH TENANT PROVIDED PIN PAD. WWW.mcknze.com E BLACK COVER CONFIRM FINAL SPECIFICATIONS WITH TENANT. MACKENZIE. RUBBER BASE } DESIGN DRIVEN 1 CLIENT FOCUSED m FlN FA RNFUI m Client MEP NN a SEEDOORt _ _J GENERAL NOTES ABBREVIATIONS scNEwxE Ie)EDuu � J C FLUSH DOOR WITH INTEGRAL RELITE D SOLID CORE SLIDER d U A. ALL DOORS/CLOSURES TO BE CHECKED, ADJUSTED, AND/OR REPLACED TO BE IN COMPLIANCE WITH ADA. EX EXISTING = B. ALL TENANT ENTRY DOORS TO RECEIVE A NEW DOOR WITH MORTISE LOCKSET AS DETERMINED 8Y LANDLORD. S STAIN ��THIA > EL C. ALL SECONDARY DOORS TO HAVE DEADBOLTS REMOVED, INSTALL COVERPLATES OR CHANGE DOORS AS AVAILABLE. Lu ¢ SC SOLID CORE WOOD 1 DOOR AND RELITE TYPES Ji 2 GRAPHIC WALL ELEVATION D. ALL DOORS, FRAMES AND HARDWARE TO MATCH TENANT BUILDING STANDARDS. SL SLIDER MOTORS, INC. c j E. VERIFY DOOR HEIGHT DIMENSIONS.APPROXIMATE MEASUREMENTS BASED ON FIELD OBSERVATION. 1/4"=1'-0" O @LOBBY 501 1/4"=1'-0" w 4.1 O 4.1 w F. NEW DOORS MAY BE PULLED FROM EXISTING BUILDING INVENTORY OR RELOCATED WITHIN SUITE WHERE POSSIBLE. o w G. DOOR OPENING HARDWARE SHALL BE CENTERED BETWEEN 36"TO 38"ABOVE THE FLOOR. PANIC HARDWARE SHALL BE NOTES: NOTES: BETWEEN 36"TO 42". COMMENTS A. FINISH ENDS,TYP. E. SHIM AS REQUIRED. H. PROVIDE WATERLINE FOR A. FINISH ENDS,TYP. E. SHIM AS REQUIRED. H. MAINTAIN MINIMUM CLEAR WIDTH AT STRICK SIDE 18"AT PULL SIDE, 12"AT PUSH SIDE. B. CONFIRM ALL REQUIREMENTS F. ALL EXPOSED EDGES AT TENANT PROVIDED COFFEE B. CONFIRM ALL REQUIREMENTS AND SIZES FOR F. ALL EXPOSED EDGES AT DOORS AND I. MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED THE FOLLOWING: AND SIZES FOR ALL DOORS AND INTERIOR MAKER AND SPARKLING ALL EQUIPMENT/APPLIANCES PRIOR TO SHELVING TO BE P-LAM TO MATCH ADJACENT EXTERIOR DOORS 8.5 LBS 1. EXISTING DOOR TO REMAIN. Project EQUIPMENT/APPLIANCES SHELVING TO BE P-LAM TO WATER MACHINE. CONSTRUCTION OF CABINETRY. VERTICAL SURFACE. INTERIOR DOORS 5 LBS 2. EXISTING DOOR TO RECEIVE ELECTRIFIED LITHIA DRIVEWAY PRIOR TO CONSTRUCTION OF MATCH ADJACENT VERTICAL C. ALL COUNTER TOPS, EDGES,AND G. UPPER CABINETRY TO HAVE LOCKING FIRE DOORS 15 LBS HARDWARE FOR TENANT PROVIDED KEY CABINETRY. SURFACE. BACKSPLASHES, PL-1. HARDWARE. COORDINATE FINAL J. EXIT DOORS SHALL BE OPERABLE FROM INSIDE WITHOUT THE USE OF A KEY, SPECIAL EFFORT OR SPECIAL KNOWLEDGE. NO CARD AND DOOR BELL SYSTEM. CONFIRM SUITE 501 C. ALL COUNTER TOPS, EDGES, G. FLOATING SHELVES TO HAVE D. ALL CABINET FACES AND DOORS, PL-1. SPECIFICATION WITH TENANT. LATCH OR LOCKING DEVICE EXCEPT PANIC HARDWARE PERMITTED. FINAL SPECIFICATIONS WITH TENANT. TENANT AND BACKSPLASHES, PL-1. APPLE PLY EDGE PER PL-1. K. DOOR OPENING HARDWARE SHALL BE OPERABLE WITH A SINGLE EFFORT AND SHALL NOT REQUIRE TIGHT GRASPING OR 3. RELOCATED DOOR AND FRAME WITH NEW D. ALL CABINET FACES AND TWISTING OF THE WRIST. H-1. RELOCATED DOOR TO RECEIVE NEW IMPROVEMENT DOORS, PL-1. L. EXIT DOORS SHALL NOT BE LESS THAN T-0" IN WIDTH AND 6-8" IN HEIGHT. PROJECTIONS, INCLUDING PANIC HARDWARE, SHALL BUILDING STANDARD VISION PANEL. 8 4 7 7 NOT REDUCE THE OPENING TO LESS THAN 32" CLEAR WIDTH. PROVIDE NEW AS REQUIRED. 9020 SW WASHINGTON M. ALL GLAZING IN DOORS, ALL GLAZING LESS THAN 18" FROM FINISHED FLOOR, AND GLAZING WITHIN 24" OF DOORS AND LESS 4. MODIFY EXISTING, OR PROVIDE NEW IF SQUARE ROAD 5.21 12--l'! 5.21 5.21 5.21 THAN 60" FROM FINISH FLOOR SHALL COMPLY WITH ALL LOCAL BUILDING CODE REQUIREMENTS FOR SAFETY GLAZING. (USE 1/2" REQUIRED, DOOR FRAME TO TIGARD, OREGON 97223 TEMPERED GLASS MINIMUM, UNO.) ACCOMMODATE NEW INTEGRAL RELITE, . 5--8" 61.5"± N. HANDLES, PULLS, LATCHES, LOCKS, AND OTHER OPERATING DEVICES ON DOORS, CABINETS, PLUMBING FIXTURES AND UTILITY SEE 1 C/A4.10. -V FLOATING SHELVES, PROVIDE CONCEALED FACILITIES SHALL HAVE LEVER OR OTHER SHAPE PERMITTING OPERATION BY WRIST OR ARM PRESSURE AND NOT REQUIRING 5. RELOCATED DOOR, FRAME,AND CEILING (6) EQ. DO RS SHELF SUPPORT AS REQUIRED CEILING TIGHT GRASPING PINCHING OR TWISTING TO OPERATE, THE FORCE REQUIRED TO ACTIVATE SUCH EQUIPMENT, OTHER THAN HARDWARE. MODIFY EXISTING, OR PROVIDE NEW IF REQUIRED, DOOR FRAME 4 TENANT PROVIDED COFFEE MAKER ALIGN WITH LOWERS EXTERIOR DOORS, SHALL BE NO GREATER THAN 5POUNDS-FORCE. TO ACCOMODATE NEW INTEGRAL RELITE INSULATED EXPOSED PIPES 0. ALL NEW AND EXISTING DOORS TO RECEIVE NEW SEALS AND GASKETS. W1; n 6. METAL DOOR TRACK TO MATCH BUILDINGG PER ADA CODE STANDARD BLACK FRAMES.TENANT PROVIDED SPARKLING WATER - - - - 7. RELOCATED DOOR AND FRAME. PROVIDEMACHINE - NEW HARDWARE AND ELECTRICAL TO CABINET TO ACCOMMODATE TENANT ACCOMMODATE H-4.b N , 0 m PROVIDED CO2 TANK FOR SPARKLING r, PqF O� r` WATER MACHINE WITH GROMMET AT - COUNTER TOP _ _ _ _ _ COPIER, N.I.C. c4L4L I _ I TENANT PROVIDED UNDER COUNTER cm REFRIGERATOR N RUBBER BASE,TYP ATTACHED TOE KICK WITH MACKENZIE 2020 RUBBER BASE SCHEDULE OF INTERIOR FINISHES © ALL RIGHTS RESERVED 5'-7"± 31-0II T+ 1'-10' RUBBER BASE, TYP 21.6 * 7 0" 4'-4" THESE DRAWINGS ARE THE PROPERTY MACKENZIE AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, (5) EQ. DOORS CLA (5) EQUAL (ALT) SAT-1:ARMSTRONG; SECOND-LOOK DUNE 2712; SIZE: 24"X48" WITHOUT PRIOR WRITTEN PERMISSION Lu PL-1: (CABINET FACES &COUNTERTOP) WILSONART; LINEN D427-60; MATTE FINISH; APPLE PLY EDGE Di LL > AT EXPOSED COUNTER TOP AND FLOATING SHELVE EDGES REVISION SCHEDULE 3 CABINETRY ELEVATION o 4 CABINETRY ELEVATION O CONTACT: NANCY GARMAN (ngarman@ebbradley.com) Delta Issued As Issue Date 4 1 @ COFFEE 514 1/4"=1'-0" L'LiJ 4.1 @ COPY 505 1/4"=1'-0" J RB- 1: JOHNSONITE; 20 CHARCOAL; SIZE: 4" HIGH; PROFILE: FLAT AT CARPET, COVED AT LVT. w w CONTACT: PEGGY SUZIO (peggysuzio@saf.us.com) LVT-1: PATCRAFT; AGGREGATE 1333V; FRAGMENT 005500; THICKNESS: 20 MIL; SIZE: 24"X24"; INSTALLATION: GLUE DOWN, ASSUME QUARTER TURN INSTALLATION. CONTACT: TOM CONWAY (tom.conway@patcraft.com) VCT-1: VINYL COMPOSITION TILE; TBD; ASSUME ARMSTRONG EXCELON IMPERIAL SERIES OR SIMILAR. CPT-1: (FIELD) SHAW CONTRACT; BOUNDLESS TILE 5T314; CALM 05580; SIZE: 9"X36", ASSUME HERRINGBONE INSTALLATION. CONTACT: REBECCA KOTEEN (rebecca.koteen@shawcontract.com) CPT-2: (ACCENT) SHAW CONTRACT; BOUNDLESS TILE 5T314; SPRINGS 05440; SIZE: 9"X36",ASSUME SHEET TITLE: HERRINGBONE INSTALLATION. INTERIOR CONTACT: REBECCA KOTEEN (rebecca.koteen@shawcontract.com) (ALT) SS-1: PENTAL; 2 CM QUARTZ; COLOR: T.B.D. ELEVATIONS, OILING P-1: (GENERAL PAINT) SHERWIN WILLIAMS; SW7006 EXTRA WHITE SCHEDULES, P-2: (ACCENT) SHERWIN WILLIAMS; COLOR: T.B.D. AND NOTES PAINT NOTE: EGGSHELL WASHABLE FINISH AT CEILING AND SOFFITS, SATIN WASHABLE FINISH AT WALLS. FINISH TO HAVE A MASTER PAINTER INDEX OF 3 WITH A GOOD SCRUB RATING AND SHEEN AT 15%-25%AT 60 DEGREES. DRAWN BY: SJR a a a CHECKED BY: MRT, PDK SHEET: 17'-4"± SEE DOOR 6'-9"± SEE DOOR 131-2"± EXISTING w A4m10 17 (4) EQ SCHEDULE (2) EQ SCHEDULE (4) EQ TO REMAIN EQ 1 1 1 1 EQ U LL LL O JOB NO. W 2190290.05 S WALL ELEVATION o lo�4. @OPEN OFFICE 506 ,/4"=,'-D" W PERMIT SET: 09/09/2020 �\j `219029005`C:\TEMP\ACPUBLISH_24636\05_A4.10.DWG CAK 09/09/20 16:09 1:96.00 FLOOR OR ROOF STRUCTURE 33 MIL 3-1/2" METAL POP RIVET RUNNER TO WALL ANGLE AT 2 ADJACENT WALLS, FASTEN STUD BRACING TO FLOOR CLOSURE ANGLE W/ #6 SCREWS DIRECTLY TO WALL FRAMING OR PROVIDE STRUCTURE AT 8'-0" OC LIMITING WALL HEIGHT TABLE STRUT STABILIZER BAR BETWEEN ALL MEMBERS AT PERIMETER BERC 2 WALL ANGLE WITH (2) #8 SHEET CLIP 8" MAX. METAL SCREWS AT EACH INTERIOR NON STRUCTURAL COtvPOSIT WALLS L/240 ® 5psf ADDITIONAL #12 WIRE SUPPORT AT ALL MEMBERS WITHIN 8" OF END. BRACING TO BE DE3IC�IATION SPACgVG MAX WALL FIGFfI' PERIMETER PROVIDED WHERE LATERAL BRACING WITH APPROVED VERTICAL COMPRESSION STRUT ATKMAIN RUNNER \ DISTANCE BETWEEN 362S125-18 24" 13'-5" ■ 12'-0" OC EA WAY PERPENDICULAR COUNTERSLOPE HANGERS IF MORE THAN 1: 6 OUT OF PLUMB Q °� INTERSECTING WALLS OR 362S125-18 16" 14'-4";&/ HORIZONTAL BRACING Architecture ■ Interiors �2" 4 BETWEEN WALLS EXCEEDS 362Si62-33 16" 16'-5" Planning Engineering a8 8'-0" OC 362Si62-43 16" 18'-0" OO °. 3" SOUND ATTENUATION 600S162-33 16" "ATTACHED Q. BATT. 4'-0" CENTERED ON WALL" °, SUSPENDED WALL WHERE NOTED. app NON gJCTJRAL COMPOSITE WALLS A SECURE ALL HANGERS TO BLDG `4O CEILING CUT TILE FOR TIGHT FIT WITH CERAME FACING L/360 ® 5psf MIC Portland, OR STRUCTURE. TRAPEZE DUCT AT WALLS 503.224.9560 B NEDGE C AT WALLNTS WORK AND OTHER LARGE A GYPSUM BOARD CASING BEAD USG 200-A EACH SIDE DE3IC�VATION SPACING MAX WALL FiBC�-tT NOTE: FOR UNATTACHED WALLS PROVIDE A Vancouver, WA OBSTRUCTIONS 3/4" GAP BETWEEN EDGE OF ANGLE AND CLIP ATTACH STUD TRACK 362S125-18 16" 12'-4" 360.695.7879 . $!, CROSS RUNNERS FIT BETWEEN MAIN RUNNERS -- DO NOT SCREW SERC 2 CLIP TO TRACK THROUGH GRID 3625125-33 16" 14'-3" Seattle,WA A MAIN RUNNERS AT 4'-0" OC SUPPORT WITH #12 WIRE AT 4'-0^ OC SOUND ATTENUATION 206.749.9993 INSULATION PER PLAN www.mcknze.com 6'-0" MAX OR WITH #10 WIRE AT 5'-0" OC EA WAY METAL STUDS. LATERALLY BRACE MAIN RUNNER TO STRUCTURE AT 12'-0" OC EA TABLE MAX. LENGTH SEE 4/A5.20 FOR BOTTOM TRACK TO FINISH WAY. BEGIN BRACING WITHIN 6'-0" OF PERIMETER AND 2" FROM 1/2" DIA CONDUIT EMT 5'-10" SIZE AND SPACING FLOOR WITH POWDER M AC K E N Z I E. X DRIVEN ANCHORS AT WALL TABLES ARE BASED ON WALLS SHEATHED BOTH SIDES FULL HEIGHT WITH oes,a"oxnE" i ttr["r rowse" CROSS MEMBER IN AREAS GREATER THAN 1,000 SF 3/4" DIA CONDUIT EMT 7'-8" m 4'-0" O.C. i/2" GYPSUM BOARD ATTACHED WITH #6 SCREWS MIN. AT 12"-0' O.C. MAX. 1" DIA CONDUIT EMT 9'-9" Client NOTE: ALL GRID MEMBERS AND CONNECTION DEVICES TO BE OF AN APPROVED TYPE AND SGL 1625125-33 MTL STUD 1-5 8"X20GA 12'-0" � + CONTINUOUS ACOUSTIC HAVE A 180# CAPACITY. ALL LATERAL BRACING WIRES TO HAVE A 200# CAPACITY. IBACK TO BAC 16 S 5- 3 MTL S -5 G 15'-0" \ SEALANT EACH SIDE SUSPENDED CEILING BRACING TO COMPLY WITH ASCET ASTMC635, ASTMC636 AND _ _ _ ` AGAINST TRACK J ASTME580 1BACK TO BACK 5051 5-33 MTL STUDS -1 "X20GA 15'-0" o CONCRETE SLAB 0 o m MILITHIATSUSPENDED CEILING BRACING 3 WALL — TO UNDERSIDE OF GRID 4 WALL HEIGHT TABLE = MOTORS, INC. 'J.2 NOTE: PROVIDE SEISMIC SEPARATION JOINTS IN CEILINGS GREATER 1'-0"=1'-0" J 5 2 AT FLOOR AND SUSPENDED CEILING 3"=1'-0" a 5.2 THAN 2,500 SF. PROVIDE HEAVY DUTY GRID SYSTEM. v 3 3 L 2x2x18 GA ( X STUD WIDTH -1") w/ (2) #10 SMS EA LEG TYP STEEL STUDS ® Project GYPSUM BOARD WALL AS , / 16" O.C. PER SCHEDULE LITHIA DRIVEWAY OCCURS , U.N.O. SUITE 501 -- -- -- \ / SOUND ATTENUATION DOUBLE STUD AT JAMB, , TENANT d TYPICAL BATT AS OCCURS 45 GYPSUM BOARD WALL AS IMPROVEMENT B/CLNGOCCURS 9020 SW WASHINGTON 8' 10" AFF - — — #10 SMS EA SIDE SQUARE ROAD MATCH BUILDING BOX HEADER PER ® EA STUD TIGARD, OREGON 97223 STANDARD HEADER SCHEDULE AND DETAILS A SOUND ATTENUATION A BATT AS OCCURS WEB STUD PER DOUBLE STUD AT JAMB, SCHEDULE TYPICAL B/GYP BDU ~' D. K w a 1/4" TEMPERED RELITE 88' AFF mw MATCH BLDG STD TYP #10 SMS 12" O.C. a AS OCCURS, PROVIDE w w "C" CHANNEL AT TOP POR D AND BOTTOM TIMELY FRAME: A �v MATCH BLDG STD. CONT TRACK T&B w/ 1 OF 0 1/2" DEEP LEG, GAUGE 4V WALL PER PLAN 1/4" TEMPERED RELITE TO MATCH STUDS (43 MACKENZIE 2020 MIL MIN (2) #10 SMS EA SIDE © ALL RIGHTS RESERVED JIfTHESE DRAWINGS ARE THE PROPERTY OF SECTION A-A MACKENZIE AND ARE NOT TO BE USED I JAMB STUD PER SCHEDULE p OR REPRODUCED IN ANY MANNER, _ 2 WITHOUT PRIOR WRITTEN PERMISSION c� ? } CUT TRACK FLANGE & m ww TURN DOWN I s DOOR — INTEGRAL SIDELIGHT s RELITE — TYP. HEAD/SILL w 7 DOOR — FRAME r s TYP. BOX HEADER J REVISION SCHEDULE � G: Delta Issued As Issue Date 5.2 HEAD SIMILAR 3"=1'-0" 0 5.2 0" w 5.2 HEAD SIMILAR 3"=1'-0" o b.2 ,"=1'-0" o 0 JAMB SCHEDULE OPENING SIZE # OF JAMB STUDS GYPSUM BOARD PARTITION 4'-0" TO 8'-0" 2 SOUND ATTENUATION 8'-0" TO 12'-0" 3 BATT WHERE OCCURS 12'-0" TO 22'-0" 3 LINE OF SILL AS OCCURS NOTES: SHEET TITLE:1. JAMB STUDS TO MATCH SIZE & GAUGE OF TYP STUDS. INTERIOR ALUMINUM TRIM PIECE DETAILS RE URNS FINISH TO HEADER SCHEDULE MATCH WINDOW FRAMES MAX OPENING WIDTH HEADER SIZE TRACK SIZE < 6'-0" 2 3625162-43 2 362T125-43 6'-0" - 10'-0" (2) 80OS162-43 (2) 60OT125-43 NEOPRENE SEAL 10'-0" - 14'-0" (2) 1000S162-54 (2) 600T125-54 DRAWN BY: SJR 14'-0" — 22'-0" (2) 1200SI62-68 (2) 60OT125-68 CHECKED BY: MRT, PDK NOTES: 1. FOLLOW HEADER SCHEDULE PER MAX OPENING WIDTH, U.N.O. SHEET: BUILDING GLAZING ON PLAN SYSTEM 2. SEE 8/A5.20 FOR HEADER ASSEMBLY DETAILS A5 . 20 I 12 11 WALL AT EXTERIOR MULLION s.2 ,"=,'_D"ICC JOB NO. 2190290.05 s.2 a PERMIT SET: 09/09/2020 3 '219029005'C:\TEMPIACPUBLISH-24636\05—A5.20.DWG CAK 09/09/20 16:09 1:96.00 1311 CLR. 11 U.N.O. (2) ADJUSTABLE WHITE MELAMINE SHELVES, TYPICAL LU PLASTIC LAMINATE FACES J W W ■ CARPET AS SPECIFIED Architecture IS Interiors TANDUS/CENTIVA Planning ■ Engineering METAL EDGE TRANSITION > 25" P.L. TOP I J U.N.O. PLASTIC LAMINATE LL . COUNTER AND 4" LUXURY VINYL TILE OR w BACKSPLASH. SIDE VCT AS SPECIFIED U) 1'— MAX SPLASH PER ELEVATION 0 FAUCET Portland, OR CONTROLS 503.224.9560 Vancouver, WA U) WRAP ALL EXPOSED PIPE 360.695.7879 PER CODE Seattle, WA a EXISTING FLOOR SLAB 206.749.9993 °°" _J www.mcknze.com a° w 8» J ° U • w / z N P—LAM FACES MACKENZIE. Y V) M _ W L� z I DEfION DYIVEM 1 CLIENT FOCUSED Cq N ATTACHED TOE—KICK 4" I Client AFF, WITH RUBBER BASE Z z 2'-0" I LITHIA 3 TRANSITION AT LVT-1 AND VCT-1 s 4 CABINET SECTION w MOTORS, INC. rJ 2 1'-0"=1'-0" a b 2 ADA SINK WITH ATTACHED TOE KICK 3/4"=1'-0'" m U U 13" CLR. U.N.O. ADJ. WHITE MELAMINE Project SHELVES FLOATING SHELVES, PROVIDE CONCEALED LITHIA DRIVEWAY > I—_ —I > SHELF SUPPORT, SIMILAR SUITE 501 ULIw I I P—LAM FACES w TO HAFELE, 283.33.941, CONCEALED STEEL 100 TENANT UJ M. CONRACTO I= =I MONFIRMTWEIGHTR TO IMPROVEMENT I I REQUIREMENT 9020 SW WASHINGTON 4" SIDE SPLASH WHERE 4" SIDE SPLASH WHERE SQUARE ROAD OCCURS w OCCURS TIGARD, OREGON 97223 > 25" P.L. TOP w 25 " P.L. TOP P—LAM COUNTER TOP AND � P—LAM COUNTER TOP AND W WW SPLASH WITH SELF EDGE. W SPLASH WITH SELF EDGE. APPLE PLY EDGE AT W APPLE PLY EDGES AT �+ EXPOSED COUNTER TOP EXPOSED COUNTER TOP EDGE(S) EDGE(S) 4KGDRAWER AS OCCURS IN DRAWER AS OCCURS IN ELEVATION ELEVATION P> ADJ WHITE MELAMINE > ADJ WHITE MELAMINEUJ SHELF,SHELF ATO SINK�LOCATION SHELF AT SINKR OR LU SHELF, NO NLOCATIOt` OF W Qf I P—LAM FACE UJ a U) I I P—LAM FACEw © MACKENZIE 2020 LL = ALL RIGHTS RESERVED RUBBER BASE =I RUBBER BASE � THESE DRAWINGS ARE THE PROPERTY OF elf MACKENZIE AND ARE NOT TO BE USED a 3 3OR REPRODUCED IN ANY MANNER, Q Q WITHOUT PRIOR WRITTEN PERMISSION 2'-0" 0 2'-0" 71o ^I I REVISION SCHEDULE CABINET SECTION CABINET SECTION Delta Issued As Issue Date rJ 2 TYPICAL 3/4"=1'-0" m rJ 2 TYPICAL 3/4"=1'-0" m U U SHEET TITLE: INTERIOR DETAILS DRAWN BY: SJR CHECKED BY: MRT, PDK SHEET: A5 . 21 JOB NO.2190290.05 PERMIT SET: 09/09/2020 '219029005'C:\TEMPXACPUBLISH-24636\O5-A5.2l.DWG CAK 09/09/20 16:09 1:96.00