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Plans (28) BUP2020 -00253 i OFFICE COPY RECEIVED OFFICE COPY DEC 15 2020 E'"""'•""' CITY OF TIGARD `Q 41 0* 111110 = I3l.11!IJI�G L�iVIS(;�°� Dual= _ ARCHITECTURAL LEGEND e STRUCTURED PAR 0110 -� : : a �: 1 rA - � VACANCY 'i ' EXISTING CONSTRUCTION TO BE DEMOLISHED Architecture N Interiors o�mvi i7 o EXISTING WALL TO REMAIN Planning • Engineering q1LLLp EXISTING 1-HOUR}� oaca>Ioem ' ATED WALL SPACE PREP EXISTING DEMISING TO REMAINTO REMAIN R � ® NEW WALL TO UNDERSIDE OF CEILING, SEE 3/A5.20 LANDLORD IMPROVEMENT Portland, OR O _ EXISTING CEILING GRID 503.224.9560 p 90 WA SITE NEW CEILING GRID Vancouver,360.695879 2 LINCOLN SUITE 400 Seattle, WA ®� EXISTING SUPPLY/RETURN VENT TO REMAIN 206.749.9993 EXISTING CEILING MOUNTED HORN STROBE 10220 G R E E N B U R G ROAD WWW.mcknze.com dam IS EXISTING SPRINKLER HEAD MACKENZIE. �(II}}{@IIIIIIiIN m SW 01k I 91r" ® EXISTING EXIT SIGN TIGARD7 r0 R , DESIGN DRIVEN I CLIENT FOCUSED EXISTING CEILING MOUNTED SMOKE DETECTOR y O T COPY Client 1 VICINITY MAP EXISTING DUPLEX OUTLET P.MEWEDrFOR ODE OMPLLkNCE 0.0 NOT TO SCALE EXISTING QUADPLEX OUTLET Approved-`-w I OTC: I I p EXISTING DATA/PHONE ROUGH IN LOCATION S H O R E S T E I N --- r EXISTING COVERPLATE Address: BF EXISTING BASE FEED #: INDEX OF DRAWINGS suitesli e Date E EXISTING THERMOSTAT GENERAL ® G0.01 TITLE SHEET, CODE SUMMARY, VICINITY MAP, ARCHITECTURAL LEGEND, AND NOTES EXISTING LIGHT SWITCH Project ® d%I ARCHITECTURAL VACANCY SPACE NEW DUPLEX OUTLET A1.10 PARTIAL FOURTH FLOOR DEMOLITION PLAN, FLOOR PLAN, SCHEDULES, AND NOTES PREP 4I NEW DEDICATED OUTLET A1.20 PARTIAL FOURTH FLOOR REFLECTED CEILING PLAN, INTERIOR DETAILSVAQPDIW OF PERMIT A5.20 INTERIOR DETAILS AND ELEVATIONS THE ISSUANCE OFA PERMIT SUITE 400 �1 $os NEW LIGHT SWITCH WITH OCCUPANCY SENSOR BASED ON CONSTRUCTION 2 LINCOLN (� EXISTING 2'X4' LIGHT FIXTURE TO REMAIN. HATCHED INDICATES FIXTURE ON 24-HOUR BATTERY DOCUMENTS AND OTHER .._.---____ I I— DATA SHALL NOT PREVENT 10220 GREENBURG RD i i� BACK-UP. THE CODE OFFICIAL FROM TIGARD, OR 97223 EXIT _� � x 'Ii / LL.:.._.' SCOPE OF WORK U.I I i ) ++ RECESSED WALL WASHER FIXTURE TO BE DEMOLISHED REQUIRING THE CORRECTION O I I '' / \ ' nF FRRnRR n�sn 1n5.4 RELOCATED 2'X4' LIGHT FIXTURE. HATCH INDICATES FIXTURE ON 24-HOUR BATTERY THE SCOPE OF WORK FOR THE PROJECT INCLUDES INTERIOR LANDLORD IMPROVEMENTS OF o� ♦ , i _ ® BACK-UP. kA \ I\ DEMOLITION, E 5,016 SQUARE FEET ON THE FOURTH FLOOR OF SIX FLOORS TOTAL. WORK TO INCLUDE APPROXIMATE ' N NEW WALLS, DOORS, RECITES AND FINISHES. ) r� / ' . .._ __ �� F.') ; '�-- SUGGESTED EGRESS LIGHT PATH -! VALUATION: $59,000 I AUL D. KIS N ' I _.........i ---- CODE SUMMARY LEGEND DESIGN/CODE DATA JI I �PO 0 ON GOVERNING CODE: 2019 OREGON STRUCTURAL SPECIALTY CODE EXT EXIT ACCESS OCCUPANCY: B OF 0 CONSTRUCTION TYPE: TYPE 1-B ® ILLUMINATED EXIT SIGN TENANT AREA: APPROXIMATELY 5,016 SQUARE FEET � � b OCCUPANCY LOAD: 34 MACKENZIE 2020 "III I NOT IN SCOPE © ALL RIGHTS RESERVED r 2 REQUIRED EXITS, 2 EXITS PROVIDED. THESE DRAWINGS ARE THE PROPERTY OF DIAGONAL DISTANCE — 12T-9" 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, II DIAGONAL = 42'-7" (MIN. DISTANCE ALLOWED) GENERATOR FOR FIRE/LIFE/SAFETY BACKUP POWER. WITHOUT PRIOR WRITTEN PERMISSION I - I I � DISTANCE BETWEEN EXITS: 47-10" REVISION SCHEDULE I II m SENSOR m COMMON PATH OF EGRESS TRAVEL = 100'-0"MAX. OX 53'-4" SEPARATE PERMIT Delta Issued As Issue Date A 2019 OSSC SECTION 107.3.4.1 (BY SEPARATE PERMIT) 2 CODE SUMMARY PLAN ELECTRICAL PLUMBING O.O 4TH FLOOR NTS MECHANICAL NOTE: DESIGN BUILDERS ARE FULLY RESPONSIBLE FOR THE DESIGN OF THESE SYSTEMS/COMPONENTS. THESE SYSTEMS/COMPONENTS SHOWN ON DOCUMENTS ARE SCHEMATIC ONLY: THEY ARE NOT INTENDED TO REPRESENT FINAL/CODE COMPLIANT DESIGN. PROVIDE DESIGN DOCUMENT SUBMITTAL TO PROJECT GENERAL NOTES SYMBOLS AND REFERENCES ARCHITECT OF RECORD FOR REVIEW PRIOR TO SUBMITTAL 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 SHEET TITLE: 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 TITLE SHEET, C. VERIFY AND CONFIRM ALL CONDITIONS, DIMENSIONS, AND LAYOUT INFORMATION PRIOR TO START OF CONSTRUCTION, NOTIFY MACKENZIE OF ANY DISCREPANCIES PRIOR TO START OF WORK. ANY CODE SUMMARY, CORRECTION WORK REQUIRED AS A RESULT OF NOT REPORTING SUCH DISCREPANCIES SHALL BE PERFORMED AT NO ADDITIONAL COST TO THE OWNER. FILLED ARROW CONTACTS A VICINITY MAP, INTERIOR ELEVATION D. CONTRACTOR AND SUBCONTRACTORS SHALL CAREFULLY EXAMINE THE SITE AND THE CONSTRUCTION DOCUMENTS OF THE ENTIRE WORK, INCONSISTENCIES IN THE PLANS OR SPECIFICATIONS SHALL BE DETAIL# CALLED TO THE ATTENTION OF MACKENZIE. KEY MARK 12 SHEET# ARCHITECT CONTRACTOR ARCHITECTURAL E. REFER TO ENLARGED PLANS AND ELEVATIONS WHERE INDICATED FOR ADDITIONAL INFORMATION. ENLARGED PLANS TAKE PRECEDENCE OVER PLANS OF SMALLER SCALE, AND DETAILS TAKE PRECEDENCE SUB-CATEGORY MACKENZIE RUSSELL CONSTRUCTION LEGEND, AN D OVER PLANS. IN THE CASE OF A CONFLICT, THE HIGHEST COST OPTION SHOULD BE PRICED. CATEGORY 1515SE WA E TER 9 ZE, SUITE 100 2091514 S N 105 97062 05TH AVE NOTES PORTLANDF. DETAIL REFERENCES SHALL BE APPLIED TO ALL INSTANCES WHERE THE SAME CONDITIONS OCCUR, UNLESS NOTED OTHERWISE. KEYNOTE 1 CONTACT: LINDSEY CARPENTER CONTACT: DONN STURDIVANT DRAWN BY: SJR 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 ACCESS FLOOR. SPACE NAME TEL: 503.224.9560 TEL: 503.692.9002 OFFIC SPACE # FAX: 503.228.1285 EMAIL: DSTURDIVANT@RUSSELLCONSTRUCTION.COM CHECKED BY: MRT, PDK H. DO NOT SCALE DRAWINGS. ROOM/SPACE IDENTIFICATION Ek EMAIL: LCARPENTER@MCKNZE.COM CCB: 58918 I. CUTTING AND DRILLING OF STRUCTURAL MEMBERS NOT DETAILED REQUIRES THE WRITTEN PERMISSION OF THE STRUCTURAL ENGINEER OF RECORD. FLOORFINISH SHEET: WALL BASE FINISH WALL FINISH J. SAVE AND RECYCLE DEMOLITION DEBRIS AS APPLICABLE. ALL DEMOLISHED OR REMOVED EXISTING MATERIAL SHALL BE LEGALLY DISPOSED. COORDINATE WITH CITY OF TIGARD REQUIREMENTS FOR LANDLORD/OWNER RECYCLING/RE-USE OF DEMOLITION DEBRIS. SHORENSTEIN REALTY SERVICES G0z01 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 MATERIALS, BOTH totA 5335 MEADOWS ROAD, SUITE 275 DURING CONSTRUCTION AND UPON COMPLETION OF THE PROJECT, INCLUDING THE INSIDE OF ALL WINDOWS AS NECESSARY SO THAT THE SPACE IS READY FOR OCCUPANCY BY TENANT. DOOR SYMBOL NUMBER LAKE OSWEGO, OREGON 97035 L. ALL DESIGN-BUILD ITEMS, SYSTEMS, AND ELEMENTS ARE TO BE SUBMITTED FOR REVIEW AND APPROVED BY MACKENZIE. CONTACT: RACHEL RAMBIN JOB NO. TEL: 503.708.6105 2190951 .11 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 EMAIL: RRAMBIN@SHORENSTEIN.COM OWNER. PERMIT SET: 12/14/2020 219095111\DRAWINGSVARCHITECTURAL\11 G0.01.DWG SJR 12/14/20 11:08 1:96.00 • T H • € DOOR SCHEDULE HARDWARE GROUPS DOOR DOOR OPENING DOOR FRAME HARDWARE a THK TYPE MATL FINISH MAIL FINISH DETAILS RATING COMMENTS ■ NO. SIZE GROUP __. H-1: GLASS ENTRY 401A 31-0x8'-5" GL GL GL 9A/A5.20 H-1 2 RECESSED DOOR CLOSER AND 402A 3'-0x8'-5" GL GL GL 9B/A5.20 H-2 DEADBOLT WITH THUMBTURN AT Architecture • Interiors BOTTOM OF DOOR RAIL. SIGNAGE Planning N Engineering 413A EXISTING DOOR 1 ABOVE DOOR"THESE DOORS SHALL REMAIN UNLOCKED y� GENERAL NOTES DURING BUSINESS HOURS" ,Ib �Zem��-- IT_____-1r---------: �i�T� i 1 III;—___ jl ii ii H-2: PASSAGE Yr it i, A. ALL DOORS/CLOSURES TO BE CHECKED,ADJUSTED, AND/OR REPLACED TO BE IN COMPLIANCE WITH ADA. -l1 IF BUILDING STANDARD G ill B. ALL TENANT ENTRY DOORS TO RECEIVE A NEW DOOR WITH MORTISE LOCKSET AS DETERMINED BY LANDLORD. II PUSH/PULL HANDLE Portland, OR ® C. ALL SECONDARY DOORS TO HAVE DEADBOLTS REMOVED, INSTALL COVERPLATES OR CHANGE DOORS AS AVAILABLE. u + 503.224.9560 y L yj D. ALL DOORS, FRAMES AND HARDWARE TO MATCH TENANT BUILDING STANDARDS. b �~ E. VERIFY DOOR HEIGHT DIMENSIONS.APPROXIMATE MEASUREMENTS BASED ON FIELD OBSERVATION. Vancouver, WA s II IL—=== --------JIr I'1 r SIF it __ � l F. NEW DOORS MAY BE PULLED FROM EXISTING BUILDING INVENTORY OR RELOCATED WITHIN SUITE WHERE POSSIBLE. ABBREVIATIONS 360.695.7879 • iL_______�VJ______�i Yr ___ ____ G. DOOR OPENING HARDWARE SHALL BE CENTERED BETWEEN 36"TO 38"ABOVE THE FLOOR. PANIC HARDWARE SHALL BE Seattle, WA 51 ' BETWEEN 36"TO 42". qq II -------- � GL TEMPERED GLASS 206.749.9993 H. MAINTAIN MINIMUM CLEAR WIDTH AT STRICK SIDE 18"AT PULL SIDE, 12"AT PUSH SIDE. p I. MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED THE FOLLOWING: WWW.RICI(DZ@.00111 iii icr i ii EXTERIOR DOORS 8.5 LBS L- ii INTERIOR DOORS 5 LBS COMMENTS MACKENZIE. ` TL-� FIRE DOORS 15 LBS \ I ir DESIGN DRIVEN I CLIENT FOCUSED s +I �; ii ti II J. EXIT DOORS SHALL BE OPERABLE FROM INSIDE WITHOUT THE USE OF A KEY, SPECIAL EFFORT OR SPECIAL KNOWLEDGE. NO 1. EXISTING DOOR TO RECEIVE NEW FILM. •• • Y V • LATCH OR LOCKING DEVICE EXCEPT PANIC HARDWARE PERMITTED. Client • ® --' K. DOOR OPENING HARDWARE SHALL BE OPERABLE WITH A SINGLE EFFORT AND SHALL NOT REQUIRE TIGHT GRASPING OR COORDINATE FINAL DESIGN AND OPACITY TWISTING OF THE WRIST. WITH LANDLORD. L. EXIT DOORS SHALL NOT BE LESS THAN 3'-0" IN WIDTH AND 6-8" IN HEIGHT. PROJECTIONS, INCLUDING PANIC HARDWARE, SHALL 2. NEW DOOR AT EXISTING RATED CORRIDOR. ® 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 THAN 60" FROM FINISH FLOOR SHALL COMPLY WITH ALL LOCAL BUILDING CODE REQUIREMENTS FOR SAFETY GLAZING. (USE 1/2" s H 0 R E s T E I N TEMPERED GLASS MINIMUM, UNO.) N 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 • \\ +aai TIGHT GRASPING PINCHING OR TWISTING TO OPERATE, THE FORCE REQUIRED TO ACTIVATE SUCH EQUIPMENT, OTHER THAN \ 9Q� --- -1 EXTERIOR DOORS, SHALL BE NO GREATER THAN 5 POUNDS-FORCE. TIMI 7%S Project I�I VACANCY SPACE y II � II � � �_� � r� II JL _ -moi r ---- 1114 _�' --- -.6 SCHEDULE OF INTERIOR FINISHES GENERAL NOTES PREP --------- SUITE 400 Lql A. REMOVE EXISTING FLOORING THROUGHOUT. PATCH, REPAIR AND PREP SUBSTRATE AS REQUIRED TO 2 LINCOLN --- L1 ' PL-1: (CABINET FACES) BUILDING STANDARD, T.B.D. RECEIVE NEW FINISHES. SEE SHEET A4.10 FOR FINISHES. ~i 10220 GREENBURG RD B. THE CONTRACTOR SHALL CAREFULLY EXAMINE CONSTRUCTION DOCUMENTS FOR THE WORK. ANY PL-2: (COUNTERTOP) BUILDING STANDARD, T.B.D. CONFLICTS, INCLUDING BUT NOT LIMITED TO BUILT CONDITIONS OF M.E.P. IN THE PLANS SHALL BE TIGARD, OR 97223 RB-1: BUILDING STANDARD, T.B.D. CALLED TO THE ATTENTION OF THE ARCHITECT/DESIGNER, SO THAT THE CLARIFICATION CAN BE ISSUED. LVP-1: BUILDING STANDARD, T.B.D. C. SALVAGE ALL DEMOLISHED COMPONENTS AS POSSIBLE. RETURN TO LANDLORD FOR FUTURE USE. 1 PARTIAL FOURTH FLOOR DEMOLITION PLAN D. SAVE AND RECYCLE DEMOLITION DEBRIS WHERE POSSIBLE. COORDINATE WITH CITY OF TIGARD ^411 CPT-1: BUILDING STANDARD, T.B.D. REQUIREMENTS FOR RECYCLING DEMOLITION DEBRIS. � l"""" E. CAP ALL ABANDONED PLUMBING, ELECTRICAL CONDUIT, AND OTHER UNDER SLAB UTILITIES AS TRANSITION STRIP: TRANSITION BETWEEN CPT AND LVP ONLY: FUTURA METAL, LVT REQUIRED. U AUL D. KIS N NO-LIP RAMP, 402021,e" (3MM TO 4.5MM), COLOR SILVER F. RETAIN EXISTING FIRE EXTINGUISHERS FOR FUTURE USE. G. EXISTING STRUCTURE TO BE LEFT UNDISTURBED AND INTACT. PERFORM NO DEMOLITION THAT MAY rN FILM-1: (WINDOW FILM) T.B.D. ASSUME 3M OR SIM. COMPROMISE THE STRUCTURAL INTEGRITY OF THE BUILDING WITHOUT WRITTEN APPROVAL OF THEp0 0 • •� H • € ARCHITECT/DESIGNER. r J n H. SALVAGE ALL EXISTING DOORS AND HARDWARE FOR RE-USE. f� OFFICE OFFICE OFFICE OFFICE OFFICE s, BREAK P-1: (GENERAL PAINT) MANUFACTURER; PRODUCT NAME/NUMBER, COLOR q 407 OP71B- 409 410 411 412 1. ALL EXISTING CONDITIONS TO REMAIN, EXCEPT NOTED BELOW. caT CPT caT car LVP PAINT NOTE: EGGSHELL WASHABLE FINISH AT CEILING AND SOFFITS, SATIN J. DIMENSIONS REFLECT FACE OF FINISH TO FACE OF FINISH, UNLESS NOTED OTHERWISE. OF �� P-1 B- a-1 e- a-1 B- a-1 e- WASHABLE FINISH AT WALLS. FINISH TO HAVE A MASTER PAINTER K. WALL THICKNESS ARE NOMINAL, UNLESS NOTED OTHERWISE. L. ALL INTERIOR WALLS TO GO TO UNDERSIDE OF GRID UNLESS NOTED OTHERWISE. OFFICE INDEX OF 3 WITH A GOOD SCRUB RATING AND SHEEN AT M. ALL INTERIOR DOORS TO BE SOLID CORE FLUSH WOOD DOORS TO MATCH BUILDING STANDARD MACKENZIE 2020 406 0 15%-25%AT 60 DEGREES. cPT UNLESS NOTED OTHERWISE. ALL RIGHTS RESERVED P t B 5 5.20 6 N. OUTLETS INDICATED ARE EXISTING UNLESS NOTED OTHERWISE. SITE VERIFICATION HAS NOT BEEN THESE DRAWINGS ARE THE PROPERTY OF PERFORMED. CONTRACTOR TO FIELD VERIFY AND CONFIRM ADDITIONAL REQUIREMENTS WITH MACKENZIE AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, TENANT. OR PRIOR WRITTEN PERMISSION L € 0. ELECTRICAL, DATA AND SWITCHING LOCATIONS INDICATED ARE SHOWN TO CONVEY GENERAL INTENT OFFICE ONLY. COORDINATE ELECTRICAL/DATA SWITCHING REQUIREMENTS WITH TENANT AND PROVIDE 405 DRAWINGS BY DEFERRED SUBMITTAL. REVISION SCHEDULE cPT OPEN OFFICE K. NO VOC PAINT SYSTEMS TO BE UTILIZED, TO INCLUDE PRIMERS AS WELL AS FINISH PRODUCTS. 413 L. ALL DIMENSIONS SHOWN AS PLUS/MINUS (±) ARE FOR GENERAL LAYOUT AND REFERENCE ONLY. Delta Issued As Issue Date VERIFY AND CONFIRM ALL DIMENSIONS AND CONDITIONS PRIOR TO START OF WORK. NOTIFY zdv _ ARCHITECT/ENGINEER OF ANY DISCREPANCIES PRIOR TO START OF WORK. € M. ADD SOUND INSULATION IN ALL NEW WALLS, EXCLUDING PARTIAL HEIGHT WALLS. • € N. ALL DOORS ARE EXISTING TO REMAIN, UNLESS NOTED OTHERWISE. OFFICE m1B 7 CPT-1 KEYNOTES IST :D D � 1. ALIGN NEW WALL WITH EXISTING WALL. _ •• +iW/� 0 W1 0 • 413A 2. PATCH AND REPAIR EXISTING CORRIDOR AS NEEDED, MATCH EXISTING FINISHES TO BUILDING STANDARD. OFFICE401q SHEET TITLE: 3. NEW 2'-6"WIDE TEMPERED BUTT GLAZED RECITE TO MATCH EXISTING BUILDING STANDARD. PARTIAL FOURTH 403 cPT 3 4. NEW 15'-7"WIDE BUTT GLAZED TEMPERED RELITE TO MATCH EXISTING BUILDING STANDARD. FLOOR GLAZING TO BE DIVIDED WITH (4) EQUAL BUTT GLAZED PANELS. PROVIDE CLEAR SILICONE CAULKING DEMOLITION WHERE PANELS BUTT TOGETHER. PROVIDE STRUCTURAL BRACING AS REQUIRED. SEE DETAIL 7/A5.20. PLAN, FLOOR 4ov OPEN OFFICE • Oe MB 5. NEW UPPER AND LOWER CABINETRY, SINK, FLOODSTOPPER AND PLUMBING. PLAN, 1 6. EXISTING OUTLET TO BE DEDICATED. SCHEDULES, AND y 4 7. NEW FROSTED FILM, FILM-1,AT EXISTING DOOR AND RELITE. NOTES DRAWN BY: SJR CONFERENCE 402 ALTERNATE UPGRADES caT CHECKED BY: MRT, PDK P-1 B- PROVIDE SEPARATE PRICING FOR THE FOLLOWING: SHEET: 15'-0" AA. CONTRACTOR TO VERIFY WITH LANDLORD IF EXISTING FLOOR BASE FEED LOCATIONS SHOULD BE yy�� y{7� / REMOVED PRIOR TO NEW FLOORING INSTALLATION. A etbm 4 �M' ®••D'®•✓' 1 TA1m10 2 PARTIAL FOURTH FLOOR PLAN JOB NO. 1 .1 1/8" = 1'-°" 2190951 .11 PERMIT SET: 12/14/2020 219095111\DRAWINGS\ARCHITECTURAL\11 A1.t0.DWG SJR 12/14/20 11:38 1:96.00 GENERAL NOTES A. 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. ■ • • • • • • B. SUSPENDED ACOUSTICAL TILE CEILINGS AT 8'-711± (EXISTING) AFF, UNLESS NOTED OTHERWISE. C. FOR SEISMIC BRACING OF SUSPENDED CEILING AND INTERSTITIAL EQUIPMENT SEE DETAIL 1/A5.20. D. CENTER ALL DOWN LIGHTS, FIRE SPRINKLER HEADS, SMOKE DETECTORS AND ALL OTHER CEILING Architecture ■ Interiors PENETRATIONS IN CENTER OF 2x2 TILE, UNLESS NOTED OTHERWISE. E. COORDINATE ELECTRICAL REQUIREMENTS WITH TENANT, ALL ELECTRICAL DRAWINGS WILL BE BY Planning ■ Engineering ' DEFERRED SUBMITTAL. F. HVAC CONTRACTOR TO PROVIDE FULL SHEET OF THE FLOOR AFFECTED UPON COMPLETION. CONTRACTOR IS RESPONSIBLE TO PROGRAM THE OVERRIDE HVAC BUTTON. G. REPLACE DAMAGED AND SOILED CEILING TILES WHERE AFFECTED BY CONSTRUCTION TO MATCH • )Y1 \� • • • • EXISTING. H. LIGHTING LAYOUT IS SHOWN FOR PRELIMINARY DESIGN INTENT ONLY. FINAL LIGHTING LAYOUT TO BE Portland, OR • • i \ Y i \ i 6 God ,7 PROVIDED BY THE ELECTRICAL CONTRACTOR AND IS DEPENDANT ON OREGON ENERGY CODE 503.224.9560 • 7 ALLOWANCES AND EXISTING BUILDING INFRASTRUCTURE IN CEILING. ELECTRICAL CONTRACTOR TO Vancouver, WA 7 REVIEW ALL REQUIRED LIGHTING LEVELS AND DISTRIBUTION AND NOTIFY ARCHITECT OF ANY 360.695.7879 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 Seattle, WA AND SAT MAIN GRID LINES, RELOCATE IF REQUIRED. FINAL LAYOUT TO BE REVIEWED AND APPROVED 206.749.9993 ' ' BY LOCAL JURISDICTION THROUGH DEFERRED SUBMITTAL. WWW.mcknze.com , MACKENZIE . /{ DESIGN DRIVEN 1 CLIENT FOCUSED "7 KEYNOTES Client w 1. RELOCATE EXISTING LIGHT FIXTURE, WHERE INDICATED. • 2. NEW OR RELOCATED LIGHT FIXTURE, WHERE INDICATED. • • 3. PATCH AND REPAIR CEILING GRID TO ALIGN WITH ADJACENT EXISTING GRID. iS H O R E S T E I N L 2x2x18 GA ( X STUD WIDTH —1") w/ (2) #10 SMS EA ' LEG ' Y ' TYP STEEL STUDS @ Project 7 Y 16" O.C. PER SCHEDULE VACANCY SPACE 2 U.N.O. PREP TYPr 3 SUITE 400 ryp ' ® 2 LINCOLN • 10220 GREENBURG RD #10 SMS EA SIDE TIGARD, OR 97223 @ EA STUD 1 PARTIAL FOURTH FLOOR REFLECTED CEILING PLAN WEB STUD PER A 1 .2 1/811 = 1'-0" SCHEDULE AUL D. KIS N TYP #10 SMS y 12" 0.C. ® PO 0 ON N CONT TRACK T88 w/ 1 9Ti OF 1/2" DEEP LEG, GAUGE TO MATCH STUDS (43 MACKENZIE 2020 MIL MIN) (2) #10 SMS EA SIDE © ALL RIGHTS RESERVED SECTION ^T I O w w THESE DRAWINGS ARE THE PROPERTY OF �`J (�,J' I H /["�� MACKENZIE AND ARE NOT TO BE USED JAMB STUD PER SCHEDULE p OR REPRODUCED IN ANY MANNER, 2 WITHOUT PRIOR WRITTEN PERMISSION CUT TRACK FLANGE & m TURN DOWN I REVISION SCHEDULE 2 TYP. BOX HEADER a Delta Issued As Issue Date 1 .2 1„=1'-0” o p JAMB SCHEDULE OPENING SIZE # OF JAMB STUDS 4'-0" TO 8'-0" 2 8'-0" TO 12'-0" 3 12'-0" TO 22'-0" 3 NOTES: SHEET TITLE: 1. JAMB STUDS TO MATCH SIZE & GAUGE OF TYP STUDS. PARTIAL FOURTH FLOOR REFLECTED HEADER SCHEDULE CEILING PLAN, MAX OPENING WIDTH HEADER SIZE TRACK SIZE INTERIOR DETAILS, < 6'-0" 2 3625162-43 2 362T125-43 AND NOTES 6'-0" — 10'-0" (2) 80OS162-43 (2) 60OT125-43 10'-0" — 14'-0" (2) 1000S162-54 (2) 60OT125-54 DRAWN BY: SJR 14'-0" — 22'-0" (2) 120OS162-68 (2) 60OT125-68 NOTES: CHECKED BY: MRT, PDK 1. FOLLOW HEADER SCHEDULE PER MAX OPENING WIDTH, U.N.O. SHEET: ON PLAN 2. SEE 10/A5.20 FOR HEADER ASSEMBLY DETAILS I Al m20 3 p 1 .2 ,"-,'-o" JOB NO. 2190951 .11 PERMIT SET: 12/14/2020 219095111\DRAWINGSVARCHITECTURAL\11 A1.20.DWG SJR 12/14/20 11:12 1:96.00 FLOOR OR ROOF STRUCTURE 33 MIL 3-1/2" METAL 2 LINCOLN: 2 1/2" STUD SIZE 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 CLIP METAL SCREWS AT 2 8" MAX. WALL ANGLE 2T EACH LIMITING WALL HEIGHT TABLE ADDITIONAL #12 WIRE SUPPORT AT ALL MEMBERS WITHIN 8" OF END. BRACING TO BE R ERIOR NON STRUCTURAL WALLS L/240 @ 5psf PERIMETER PROVIDED WHERE LATERAL BRACING WITH APPROVED VERTICAL COMPRESSION STRUT AT °, MAIN RUNNER \ DISTANCE BETWEEN DESIGNATION SPACING MAX. WALL HBGHT rA ■ 12'-0" OC EA WAY PERPENDICULAR 250S125-18 24" 8'-4" COUNTERSLOPE HANGERS IF MORE THAN 1:6 OUT OF PLUMB Q o INTERSECTING WALLS OR � � • • HORIZONTAL BRACINGArchitecture • Interiors 250S125-18 16" 9'-7" BETWEEN WALLS EXCEEDS Y2 4 8'-O" OC 2505125-27 24" 9'-10" Planning ■ Engineering D 3" SOUND ATTENUATION 25GS125-18 16" 11'-3" OO "ATTACHED • •� • • BATT. 4'-0" CENTERED ON 362S125-18 24" 13'-5" WALL" SUSPENDED WALL WHERE NOTED. ,Q SECURE ALL HANGERS TO BLDG o- CEILING3625125-18 16" 14'-4" CUT TILE FOR TIGHT FIT Portland, OR A STRUCTURE. TRAPEZE DUCT AT WALLS 3625162-33 16" 16'-5" 503.224.9560 WORK AND OTHER LARGE A ��EDGE AT WALL GYPSUM BOARD CASING BEAD USG 200-A 3625162-43 16" 18'-0" Vancouver,WA OBSTRUCTIONS NOTE: FOR UNATTACHED WALLS PROVIDE A EACH SIDE 3/4" GAP BETWEEN EDGE OF ANGLE AND CLIP 360.695.7879 -- DO NOT SCREW BERC 2 CLIP TO TRACK . $ CROSS RUNNERS FIT BETWEEN MAIN RUNNERS / 600S162-33 16" 24'-6" Seattle, WA SOUND ATTENUATION MSR NON STRUCTURAL WALLS 206.749.9993 A MAIN RUNNERS AT 4'-0" OC SUPPORT WITH #12 WIRE AT 4'-0" OC INSULATION PER PLAN WITH CERAMC TILE FACING L/360 @ 5psf WWW.mcknze.com 6'-0" MAX OR WITH 110 WIRE AT 5'-0. OC EA WAY METAL STUDS. TABLE MAX. LENGTH SEE 4/A5.20 FOR BOTTOM TRACK TO FINISH LATERALLY BRACE MAIN RUNNER TO STRUCTURE AT 12'-0" OC EA SIZE AND SPACINGDESIGNATION SPA04G MAX- WALL HEIGFIT WAY. BEGIN BRACING WITHIN 6'-0" OF PERIMETER AND 2" FROM 1/2" DIA CONDUIT EMT 5'-10" FLOOR WITH POWDER MACKENZIE. CROSS MEMBER IN AREAS GREATER THAN 1,000 SF3/4" x DRIVEN ANCHORS AT 362S125-18 16" 12'-4" 062142141 DRIVEN I CL16R1 ROCD[ED 3 4" DIA CONDUIT EMT 7'-8" � 4'-0" O.C. 1" DIA CONDUIT EMT 9'-9" 362S125-33 16" 14'-3" Client NOTE: ALL GRID MEMBERS AND CONNECTION DEVICES TO BE OF AN APPROVED TYPE ANDSGL 162S125-33 MTL STUD 1-5 8"X20GA 12'-0" H, CONTINUOUS ACOUSTIC in HAVE A 180# CAPACITY. ALL LATERAL BRACING WIRES TO HAVE A 200# CAPACITY. SEALANT EACH SIDE C C 6 S -33 T STUDS -5 " OG 5'- " ` AGAINST TRACK WALL TABLES ARE BASED ON WALLS SHEATHED BOTH SIDES FULL HEIGHT WITH J SUSPENDED CEILING BRACING TO COMPLY WITH ASCE7, ASTMC635, ASTMC636 AND 1/2" GYPSUM BOARD ATTACHED WITH #6 SCREWS MIN. AT 12"-0" O.C. MAX. m ASTME580 IBACK TO BACK 250S1 5-33 MTL STUDS -1 "X20G 15'-0" o CONCRETE SLAB o 1 SUSPENDED CEILING BRACING 3 WALL — TO UNDERSIDE OF GRID 0 4 WALL HEIGHT TABLE = S H O R E 5 T H N I 5.2 NOTE: PROVIDE SEISMIC SEPARATION JOINTS IN CEILINGS GREATER 1'-0"=1'-0" J 5.2 AT FLOOR AND SUSPENDED CEILING THAN 2,500 SF. PROVIDE HEAVY DUTY GRID SYSTEM. U 3 3 NOTES: A GYPSUM BOARD WALL AS A. FINISH ENDS,TYP F. ALL CABINET FACES AND DOORS, PL-1 OCCURS B. CONFIRM REQUIREMENTS AND SIZES FOR ALL G. WALLS TO BE PAINTED P-1, UNLESS NOTED _ EQUIPMENT/APPLIANCES PRIOR TO OTHERWISE. Project CONSTRUCTION OF CABINETRY SOUND ATTENUATION I VACANCYSPACE C. ALL COUNTER TOPS AND EDGES, PL-2 `r BATT AS OCCURS rlZ��45 PREP D. CONTRACTORTO PROVIDE DEDICATED OUTLET FOR STAINLESS STEEL GE#GDT226SSLSS ADA \ SUITE 400 DISHWASHERE. SHIM AS REQUIRED SEAL @ PERIMETER \ WALL BEYOND 2 LINCOLN TYPICAL CLEAR SILICONE \ \ 10220 GREENBURG RD �" TEMPEREDGLAZING TIGARD, OR 97223 BOTTOM RAIL OF FULLY \ BRUSHED ALUMINUM 14'-0• \ CHANNEL, ATTACH CEILING (6) EQUAL GLAZED DOOR, BLACKFINISH TO FLOOR SYSTEM� BUILDING STANDARD 5� W/MANUF. STD. CDOOR HARDWARE, BLACK FASTENERS �FINISH UL D. KIS N ATTACHMENTACERr- - - � FULLY GLAZED DOOR,N INSULATE /CEILING �I TEMPERED GLASS 8 PO 0 ONIXPOSED PIPES '-7" AFF XFINISHED FLOORo w �{1 a kR"�canToa� , INTEGRATED BUTT GLAZED RELITE 'r8'-5" AFF O�, - i� 4E TOE KICK, RB-1 PER PLANRB-1,TYP a I I OMACKENZIE 2020 C ALL RIGHTS RESERVED 21-911± 2,_0, 2'-9 C,_5,1+ JJ V THESE DRAWINGS ARE THE PROPERTY OF CLR (5) EQUAL DOORS GYPSUM BOARD WALL, MACKENZIE AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, 3'-1" 1q'_1• PER PLANS = WITHOUT PRIOR WRITTEN PERMISSION CLR a FI FLOOR SYSTEM F- I- j m m REVISION SCHEDULE s CABINETRY ELEVATION m s FULLY GLAZED DOOR l � RELITE — BUTT GLAZE HEAD W s RELITE — BUTT GLAZE SILL AT FLR W � I I Delta Issued As Issue Date 1J 2 @BREAK 112 1/4"=1'-0" J rJ•2 FRAMELESS 3"=1'-0" o0 5.2 1 1/2"=1 -0" w 6.2 ALTERNATE w Lu o 13" CLR. 12" CLR. U.N.O. U.N.O. (2) ADJUSTABLE ADJ. MELAMINE SHELVES MELAMINE SHELVES, I TYPCIAL PLASTIC LAMINATE FACES U.1 I I P-LAM FACES w U-1 ++ Li _ - � 1= =I CARPET AS SPECIFIED I SHEET TITLE: INTERIOR > 25' P.L. TOP METAL EDGE TRANSITION 5.20 SIM 20 5.20 SIM 520 > 25" P.L. TOP 4" SIDE SPLASH WHERE � PLASTIC LAMINATE DETAILS AND COUNTER w 5.20 w w OCCURS � ILU IN U.N.O. MAX SPLASH PER DELEVATION SPECIFIED 6 UJ w BACKSPLASH. SIDE ELEVATIONS LUXURY VINYL TILE AS o o P-LAM COUNTER TOP AND 0 FAUCET SPE LIED w w SPLASH WITH SELF EDGE CONTROLS x x C/) u i Vi DRAWER AS OCCURS IN in WRAP ALL EXPOSED PIPE O O ELEVATION PER CODE EXISTING FLOOR SLAB DRAWN BY: SJR ZZ > IY x w ADJ MELAMINE SHELF, NO ° a .° 6 ai UJ I I DRAWER OR SHELF A7 8 Z U o ° ° < . 20 FIN FLR W _ _ - __ SINK LOCATION / Z P-LAM FACES ULU CHECKED BY: IRT, PDK SEE DOOR SEE PLAN SEE DOOR SEE PLAN LU w rn w Y " "° SHEET: SCHEDULE SCHEDUL I P-LAM FACE a I in W 8 8 6" N N ATTACHED TOE-KICK " o 5.20 5.20 RUBBER BASE IY AFF, WITH RUBBER BASEZ A5 . 2 a ' in A FULLY GLAZED WITH B FULLY GLAZED WITH BUTT GLAZED RELITEo ¢ 2'-0" Q BUTT GLAZED RELITE 2'-0" p s DOOR - TYPE ELEVATIONS LU io CABINET SECTION11 �8 1 , CABINET SECTION 12 TRANSITION AT LVT-1 J JOB NO. 2190951 .11 rJ 2 REFER TO SCHEDULE FOR LOCATIONS 1/4"=1'-0. 00 CJ 2 TYPICAL 3/4"=1 -0 CO rJ.2 ADA SINK WITH ATTACHED TOE KICK 3/4"=1 -0 m rJ 2 -1 20 O U U 219095111\DRAWINGS\ARC CTURAL\11-A5.20.DWG SJR 12114120 11:16 1:96.00