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Plans (45) BU P2019-00097 SW Locust Street CODE SUMMARY LEGEND ACIDITY OF PER;VIIT EXIT ACCESS THE ISSUANCE OFA PERMIT /�O '",CCQ- O .{ EXIT BASED ON CONSTRUCTION / 'o o , DOCUMENTS a ` `` " 'P`� T STRUCTUREDPARKING I I AREA OF WORK DATA SHALL NOT PREVENT ' o O © o OAND OTHER 0 , O 1, 0 • J I o THE CODE OFFICIAL FROM 'a 5 4) / 2 LINCOLNREQUIRING THE CORRECTION ,1� o ILLUMINATED EXIT SIGN OF ERRORS. ossc 105.4 Architecture Interiors - _.-_-_ , . o, DIAGONAL DISTANCE = 93'-9" Engineering PlanningEn ineerin j - a �' DIAGONAL = 31'-3" (MIN. DISTANCE ALLOWED) 5 � TENANT IMPROVEMENT . ., •` :,_,:_:- �� y,,- — — DISTANCE BETWEEN EXITS: 38'-8" = RE CEIVEn BLwCsGL — OM. �� MI COMMON PATH OF EGRESS TRAVEL 63-6 i '� APR 1 S X019 Portland, oR :y = MARCUS AND MILLICHAP : SUITE 650 503.224.9560 C • A 0 : CITY OF Tile,�,C.� _ SYMBOLS AND REFERENCES BUILDING f�llri it�;r. Vancouver,3fi0.695WA `. 9 10220 GREENBURG R ar y - PROJECT NORTH v+ Ark Seattle WA d C 206.749.9993 - U U I r r TRUE NORTH TI GA R D OREGON OFFICE COPY www.mcknze.com aiNa .� STRUCTUREQ PARKING STRUCTURED PAR G lir FELLED ARROW ' CITY OF TG D MACKENZIE A REVIEWED FOR CODE COMPLIANCE DESIGN DRIVEN 1 CLIENT FOCUSED I 1 INTERIOR ELEVATION DETAIL# KEY MARK Approved: Client SW Oak Street .? SHEET# OTC: �i J ��►' SUB-CATEGORY D'"11_1.1 CATEGORY Permit #: Au O ��f- �7 i 25 50 100 200 Address: ! �.. (�-r V r� I'�' d KEYNOTE CI Suite #: 65 n i VICINITY MAP SITE By: -r Date: 4- jg _ ) g SHORE STE I N DOOR SYMBOL NUMBER CotA 1A11 0.0 NOT TO SCALE LEGEND INDEX OF DRAWINGS ■r `—r' 1 III it GENERAL 00.01 TITLE SHEET, VICINITY MAP, CODE SUMMARY, LEGEND AND GENERAL NOTES/7. Project il *--� EXISTINGCONSTRUCTIONTOBEDEMOLISHEDMARCUS AND MIWCHAP ...I� ALIGN FACE OF FINISH WITH FACE OF FINISH ARCHITECTURAL ��� A1.10 PARTIAL SIXTH FLOOR DEMOLITION, PARTIAL SIXTH FLOOR PLAN AND NOTES SURE 650 i � / +_* EXISTING 1-HOUR RATED WALL TO REMAIN A1.20 REFLECTED CEILING DEMOLITION PLAN, REFLECTED CEILING PLAN AND NOTES TENANT IMPROVEMENT A5.20 INTERIOR ELEVATION AND DETAILS tt11 ,I IiirM- • EXISTING DEMISING TO REMAIN A6.10 SCHEDULES 11 1 im=== NEW 1-HOUR RATED WALL, SEE 5/A5.20 *FOR REFERENCE ONLY* (PROVIDED BY TENANT SEPARATELY) 2 UN OLN ii, WI ® A1.31 AV NOTES AND CONFERENCE ROOM CONDUIT 10220 GREENBURG RD • �� NEW WALL TO UNDERSIDE OF CEILING, SEE 6/A5.20 ��, 1 1 OREGON — NEW PAINTED PLYWOOD SCOPE OF WORK r' ,9/1 I II I W al- 1-IW - : �� �. �,,,� ! - - EXR „ 7 EXISTING DUPLEX OUTLET THE SCOPE OF WORK FOR THE PROJECT INCLUDES INTERIOR TENANT IMPROVEMENTS OF I I : EXR APPROXIMATELY 2,922 SQUARE FEET ON THE SIXTH OF SIX FLOORS. WORK TO INCLUDE DEMOLITION, (<°11 4/4. � .� HI EXISTING DATA/PHONE ROUGH IN LOCATION r NEW WALLS, DOORS, RECITES, CASEWORK AND FINISHES. D MXIO EXISTINGCOVERPLATEVAL ATI N:Ill �i 4M /�© U 0 $60,000 n ■ 1 — �I1E: EXISTING COVERPLATE TO RECEIVE NEW VOICE/DATA / / r • 1 r I EXISTING THERMOSTAT DESIGN/CODE DATA 3P0 . D, �REGU�\ 4 ? S? Li I GOVERNING CODE: 2014 OREGON STRUCT RAL P ' `��' m U s ECIALTY coDE 1 _ NEW DUPLEX OUTLET OCCUPANCY: B OF 0 NEW DEDICATED OUTLET CONSTRUCTION TYPE: TYPE 1-B TENANT AREA: APPROXIMATELY 2,922 SQUARE FEET . - + NEW QUADRUPLEX OUTLET OCCUPANCY LOAD: 30 © MACKENZIE 2019 ALL RIGHTS RESERVED Iff NEW DEDICATED QUADRUPLEX OUTLET 2 REQUIRED EXITS, 2 EXITS PROVIDED. THESE DRAWINGS ARE THE PROPERTY 1 OF MACKENZIE AND ARE NOT TO BE IIIE e NEW VOICE/DATA ROUGH IN LOCATION BUILDING IS FULLY SPRINKLED AND HAS NEPA SMOKE DETECTION WITH ON SITE EMERGENCY USED TI IDR REPRODUCED TIN ANY TEN PERMISSION ON ® NEW BASE FEED, (1) CIRCUIT PER (4) WORKSTATIONS GENERATOR FOR FIRE/LIFE/SAFETY BACKUP POWER. I , ,,,,._, , , REVISIONS: V LJ ® NEW BASE FEED, (2) CIRCUITS z NEW CARD READER LOCATION u, REVISION DELTA F REVISIONS SEPARATE PERMIT J THIS CLOSING DATE �o SHEET $,,,, NEW LIGHT SWITCH WITH OCCUPANCY SENSOR los EXISTING LIGHT SWITCH WITH OCCUPANCY SENSOR ir 2014 OSSC SECTION 106,3,4.2 ! ! � ! ■ ■ ! !M � (BY SEPARATE PERMIT) H FIRE SPRINKLER EXISTING FIRE STROBE LOCATION FIRE ALARM MECHANICAL FIRE EXTINGUISHER LOCATION ELECTRICALA ito � 1 2 CODE SUMMARY PLAN ® EXISTING EXIT SIGN PLUMBINGEXIT ILLUMINATION II 0.0 6TH FLOOR NTS ® PROPOSED NEW EXIT SIGN LOCATION 1 1 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 ' EXISTING 2'X4'LIGHT FIXTURE TO REMAIN INTENDED TO REPRESENT FINAL/CODE COMPLIANT DESIGN. PROVIDE DESIGN DOCUMENT SUBMITTAL TO SHEET TITLE: PROJECT GENERAL NOTES ARCHITECT OF RECORD FOR REVIEW PRIOR TO SUBMITTAL EXISTING 2'X4' LIGHT FIXTURE TO BE 24 HOUR EGRESS LIGHT FIXTURE TITLE SHEET, 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. VICINITY MAP B. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE LATEST ADOPTED BUILDING CODE EDITION, AND TO CONDITIONS AND SPECIFICATIONS OF ALL GOVERNING AUTHORITIES. 4 JRELOGATED OR DEMOLISHED 2'X4' LIGHT FIXTURE CONTACTS CODE SUMMARY, 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 H NEW OR RELOCATED LITHONIA 2ALL4 LED 2'X4' LIGHT FIXTURE LEGEND AND CORRECTION WORK REQUIRED AS A RESULT OF NOT REPORTING SUCH DISCREPANCIES SHALL BE PERFORMED AT NO ADDITIONAL COST TO THE OWNER. ARCHITECT CONTRACTOR GENERAL NOTES 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 ® NEW LITHONIA 2ALL4 LED 2'X4' 24 HOUR EGRESS LIGHT FIXTURE MACKENZIE RUSSEL CONSTRUCTION CALLED TO THE ATTENTION OF MACKENZIE. 1515 SE WATER AVE, SUITE 100 20915 SW 105TH AVE 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 B NEW LITHONIA 2ALL4 2'x2' LED LIGHT FIXTURE PORTLAND, OR 97214 TUALATIN, OR 97062 OVER PLANS. IN THE CASE OF A CONFLICT, THE HIGHEST COST OPTION SHOULD BE PRICED. k NEW LITHONIA 2ALL4 2'x2'24 HOUR EGRESS LED LIGHT FIXTURE CONTACT: LINDSEY CARPENTER CONTACT: DONN STURDIVANT DRAWN BY: YNJ F. DETAIL REFERENCES SHALL BE APPLIED TO ALL INSTANCES WHERE THE SAME CONDITIONS OCCUR, UNLESS NOTED OTHERWISE. TEL: 503.224.9560 TEL 503.692.9002 FAX: 503.228.1285 EMAIL: DSTURDIVANT@RUSSELLCONSTRUCTION.COM CHECKED BY: MRT, PDK 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. o NEW BUILDING STANDARD LED RECESSED CAN LIGHT FIXTURE EMAIL: LCARPENTER@mcknze.com CCB: 58918 , I SHEET: H. DO NOT SCALE DRAWINGS. EXISTING CEILING GRID I. CUTTING AND DRILLING OF STRUCTURAL MEMBERS NOT DETAILED REQUIRES THE WRITTEN PERMISSION OF THE STRUCTURAL ENGINEER OF RECORD. LANDLORD/OWNER NEW CEILING GRID 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 SHORENSTEIN REALTY SERVICES RECYCLING/RE-USE OF DEMOLITION DEBRIS. EXISTING SUPPLY/RETURN VENT TO REMAIN 5335 MEADOWS ROAD, SUITE 275 CITY OF TIGARD GO.01 LAKE OSWEGO, OREGON 97035 Approved by Planning 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, BOTHPROPOSED EGRESS LIGHTING PATH, FOOTCANDLE TO BE CONFIRMED THROUGH SEPARATE 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. j/ PERMIT CONTACT: ROB FABIAN Date: Li-Q-19 JOB NO. M L. ALL DESIGN-BUILD ITEMS, SYSTEMS, AND ELEMENTS ARE TO BE SUBMITTED FOR REVIEW AND APPROVED BY MACKENZIE. TEL: 503.412.4844 Initials: - 215i1.02 EMAIL: RFABIAN@SHORENSTEIN.COM 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 PERMIT SET: 04/16/2019 OWNER. *219095102* C:\TEMP\ACPUBLISH_11968\02—G0.01.DWG YNJ 04/16/19 13:52 1:96.00 1%1 IP Architecture Interiors Planning Engineering Portland, OR 503224.9560 Vancouver,WA 360.695.7879 Seattle,WA 206.749.9993 www.mcknze.com MACKENZIE DESIGN DRIVEN I CLIENT FOCUSED Client 0 0 0 SHOREill .43 II 91:11 STEIN 1 I P. OFFICE OFFICE OFFICE _• OFFICE 4 kr 1606 605 604 I 1603 I N 606. i9 1 DECK _T GP C C: 2• II os 605 604 . 603 CONFERENCE co 0N 0 I. I 602 I a) Project 3 CPT CPT-1 CPT-1 MARCUS AND MIWCHAP ir. __ --_ __- _ - / ' C• CPT-1 © 1'-1" I SUITE 650 j4 �� 1 TENANT IMPROVEMENT "LIT, ="'- - �- _ - « t = ; 607 TYP CONFERENCE 2 TYP I 607 t t OPEN 602 tl' ,- ii- � DECK OFFICE f+07,h.1 :75 -• 612 +. :%Il►�'•.II':�r. w` {2�/L�.IIytOOL.IN �'p�'p/� p�I -- . . . 'A I 'II I0220 �ENBURG RD" --- t1 •ta CPT-, !R.�hV 1V \.rf7G1..1��1\© L eCPT-1 ,609 06016 CR 0 BREAK/COPY , ,.. On, - — �� 608 +.. _'f ag — • OPEN o+r11A a ENTRY lq'. L�� 0 •,1 VCT SERVER OFFICE • ,I CPT-1LO 0 * •I 609 DI I .�I 610 : 3.TOR• E• N 601 I �' D� -UN /'� 0 r►�N. ��� ;I I '1' I 61 1 ( • —� ���PT-1�,�j 'A le 6. 1T, 11�N �___ s v 1f6 llrn�f ilt 'L T _...:%;� -1--1 ' -:�' SII 4CP ■ WI Ir I • 1'-0' 5'-0" 17'-7"f 9'-S" 8'-2" 6'-6" ill ( O 601 PO'III f D, IRE00�a- 3i �� / EXI �„ " E7(IS ''I � jr r rr '� +� A5.20 11 0 0 13 / 5 —� 1'-6" �f ' 4F 0° ,� CLR © MACKENZIE 2019 PARTIAL SIXTH FLOOR DEMOLITION PLAN PARTIAL SIXTH FLOOR PLAN ALL RIGHTS RESERVED THESE DRAWINGS ARE THE PROPERTY OF MACKENZIE AND ARE NOT TO BE ii gip 118"=11-0" ' i 1/8"=1'-011 U ED R P U N WITHOUT PRIOR WRITTEN PERMISSION REVISIONS: z 0 Q NREVISIONS REVIS]ON DELTA 5_1 THIS CLOSING DATE a SHEET I 1 GENERAL NOTES FOR DEMOLITION GENERAL NOTES FOR DEMOLITION KEYNOTES 1 A. REMOVE EXISTING FLOORING THROUGHOUT. PATCH, REPAIR AND PREP SUBSTRATE AS REQUIRED A. ALL EXISTING CONDITIONS TO REMAIN, EXCEPT NOTED BELOW. 1. ALIGN NEW WALL WITH EXISTING. TO RECEIVE NEW FINISHES. SEE SHEET A6,10 FOR FINISHES. B. DIMENSIONS REFLECT FACE OF FINISH TO FACE OF FINISH, UNLESS NOTED OTHERWISE. 2. PATCH AND REPAIR EXISTING CORRIDOR AS NEEDED, MATCH EXISTING FINISHES TO BUILDING I B. THE CONTRACTOR SHALL CAREFULLY EXAMINE CONSTRUCTION DOCUMENTS FOR THE WORK. ANY C. WALL THICKNESS ARE NOMINAL, UNLESS NOTED OTHERWISE. • CONFLICTS, INCLUDING BUT NOT LIMITED TO BUILT CONDITIONS OF M.E.P. IN THE PLANS SHALL BE D. ALL INTERIOR WALLS TO GO TO UNDERSIDE OF GRID UNLESS NOTED OTHERWISE. STANDARD. CALLED TO THE ATTENTION OF THE ARCHITECT/DESIGNER, SO THAT THE CLARIFICATION CAN BE . ALL INTERIOR DOORS TO BE SOLID CORE FLUSH WOOD DOORS TO MATCH BUILDING STANDARD 3. CENTER NEW WALL WITH EXISTING MULLION, SEE DETAIL 7/A5.20. MODIFY EXISTING WINDOW . I ISSUED. UNLESS NOTED OTHERWISE. COVERINGS AS REQUIRED. SHEET TITLE: C. SALVAGE ALL DEMOLISHED COMPONENTS AS POSSIBLE. RETURN TO LANDLORD FOR FUTURE USE. F. OUTLETS INDICATED ARE EXISTING UNLESS NOTED OTHERWISE. SITE OBSERVATION IF AREAS OF D. SAVE AND RECYCLE DEMOLITION DEBRIS WHERE POSSIBLE. COORDINATE WITH CITY OF TIGARD WORK ONLY HAS BEEN PERFORMED (ON 04/11/2019, WHILE VACANT) AND PLAN, ELECTRICAL AND 4. CENTER NEW WALL ON EXISTING BUILDING COLUMN. PARTIAL SIXTH REQUIREMENTS FOR RECYCLING DEMOLITION DEBRIS. CEILING INFORMATION HAS BEEN UPDATED (OBSERVATION IS LIMITED TO VISIBLE/ACCESSIBLE 5. NEW 3'-0"± WIDE TEMPERED NON-INTEGRATED FRAMED RELITE, SEE DETAIL 8/A5.20. FLOOR' wDEMOLITION E. CAP ALL ABANDONED PLUMBING, ELECTRICAL CONDUIT, AND OTHER UNDER SLAB UTILITIES AS AREAS). CONTRACTOR TO FIELD VERIFY AND CONFIRM ADDITIONAL REQUIREMENTS WITH TENANT. PLAN, PARTIAL REQUIRED. G. ELECTRICAL, DATA AND SWITCHING LOCATIONS INDICATED ARE SHOWN TO CONVEY GENERAL 6. NEW UPPER AND LOWER CABINETRY, SINK, FLOODSTOPPER AND PLUMBING. FLOOR SIXTH F. RETAIN EXISTING FIRE EXTINGUISHERS FOR FUTURE USE, INTENT ONLY. COORDINATE ELECTRICAL/DATA SWITCHING REQUIREMENTS WITH TENANT AND 7. NEW 1'-6" DEEP P-LAM SHELF AND STEEL ROD, WHERE INDICATED AT CLOSET. 50% OF ROD AT 5'6" AND NOTES G. EXISTING STRUCTURE TO BE LEFT UNDISTURBED AND INTACT. PERFORM NO DEMOLITION THAT MAY PROVIDE DRAWINGS BY DEFERRED SUBMITTAL. ADD AND 50%AT 41-0"AFF TO ACCOMMODATE ADA REQUIREMENTS, SEE DETAIL 12/A5.20PLAN. COMPROMISE THE STRUCTURAL INTEGRITY OF THE BUILDING WITHOUT WRITTEN APPROVAL OF THE H. NO VOC PAINT SYSTEMS TO BE UTILIZED, TO INCLUDE PRIMERS AS WELL AS FINISH PRODUCTS. ARCHITECT/DESIGNER. I. ALL DIMENSIONS SHOWN AS PLUS/MINUS (±) ARE FOR GENERAL LAYOUT AND REFERENCE ONLY. 8. QUADRUPLEX TO BE NEMA L5-30R. H. SALVAGE ALL EXISTING DOORS AND HARDWARE FOR RE-USE. VERIFY AND CONFIRM ALL DIMENSIONS AND CONDITIONS PRIOR TO START OF WORK. NOTIFY 9, OUTLET TO BE NEMA 5-20R. ARCHITECT/ENGINEER OF ANY DISCREPANCIES PRIOR TO START OF WORK. J. ADD SOUND INSULATION IN ALL NEW WALLS. 10, PROVIDE PAINTED PLYWOOD PHONE BOARD AT ALL WALLS OF SERVER ROOM. DRAWN BY: YNJ 11. PROVIDE POWER, DATA AND BLOCKING FOR TENANT PROVIDED FLAT SCREEN TV, SEE DETAIL A1.31 PROVIDED BY TENANT AS REFERENCE. CONFIRM FINAL DETAIL WITH TENANT. CHECKED BY: MRT, PDK 12. PROVIDE (2) WATERLINES FOR TENANT PROVIDED REFRIGERATOR AND COFFEE MAKER. CONFIRM SHEET: FINAL LOCATIONS WITH TENANT. 13. PROVIDE NEW 12"D ADJUSTABLE MELAMINE SHELVING ON STANDARDS. CONFIRM FINAL SPECIFICATIONS WITH TENANT. ASSUME (5) SHELVES. A1 .10 14. NEW 6'WIDE TEMPERED FRAMED RELITE. ASSUME (2) EQUAL PANELS. PROVIDE CLEAR STRUCTURAL CAULKING WHERE PANELS BUTT TOGETHER. PROVIDE BRACING ABOVE AS REQUIRED. REFERENCE DETAIL 8/A5.20. JOB NO. 219095102 PERMIT SET: 04/16/2019 .219095102* C:\TEMP\ACPUBLISH_11968\02-A1.10.0WC YNJ 04/16/19 13:52 1:96.00 M � _--- ...__..., iia:.—:_r ,.I,,�u!L_ia_ J..; ,... 1...._ - 1m11 l :—II _ 11—` Architecture Interiors -• _ .. Planning Engineering DECK t` _ - DECK t - DECK � _ �_ ;1! II j ` __r r===- ----- -- _ -T}=- _ I, --= -- _-- � DECK II '4 o O �o O O O O O 7//�/ ./ / -#71////7 ///// / immimma / //- O O O = Portland, OR 503.224.9560 Vancouver, WA 350.695.7879 Seattle, WA 206.749.9993 — — . . . . . . . . . f www.mcknze.com T MACKENZIE - // - _-_-= //�//�// - / A5 ,/ DESIGN DRIVEN I CLIENT FOCUSED I - - ill/ r / o Client 77747 X : . . :-/--, . • _====_ • �— • 0 = _ __�_ —. 4— 71=s® © .. -. — ,�., _� .—. / N • X ; ; TYP 0111111'�. • -� � — — - \ r III �;_ I I11-rr j II t ' I I \ / ' ii SHORE STEIN 0 p TYP ProjDEMOLITION PLAN REFLECTED CEILING PLAN MARCUS REFLECTED CEILING O MARCUS AND MIWCHAP ii .Ile 1/8"=1I-0" 1 1/8"=1'-0" SUITE 6.50 TENANT IMPROVEMENT 2 UNCOLN 10220 GREENBURG RD TIGARD, OREGON `S.°D 4° 44 1,i •LIN /txt GENERAL NOTES KEYNOTES P0. D, 'REGOf 1. PATCH AND REPAIR CORRIDOR CEILING GRID AND TILE TO MATCH EXISTING. v OF 0 A. SUSPENDED ACOUSTICAL TILE CEILINGS AT$'-7"± (EXISTING) AFF, UNLESS NOTED OTHERWISE. 2, EXISTING SAT MAIN GRIDLINE, TYPICAL, AS IDENTIFIED DURING SITE OBSERVATION. OBSERVATION IS B. FOR SEISMIC BRACING OF SUSPENDED CEILING AND INTERSTITIAL EQUIPMENT SEE DETAIL LIMITED TO VISIBLE IDENTIFICATION OF CONSISTENT MAIN LINES. ANY VARIATIONS TO BE MACKENZIE 2019 2/A5.211CONFIRMED ON SITE BY CONTRACTOR. © ALL RIGHTS RESERVED C. CENTER ALL DOWN LIGHTS, FIRE SPRINKLER HEADS, SMOKE DETECTORS AND ALL OTHER CEILING THESE DRAWINGS ARE THE PROPERTY PENETRATIONS IN CENTER OF 2x2 TILE, UNLESS NOTED OTHERWISE. 3. PROVIDE SUPPLEMENTAL AIR SYSTEM AT SERVER ROOM. CONFIRM FINAL SPECIFICATIONS WITH OF MACKENZIE AND ARE NOT TO HE D. COORDINATE ELECTRICAL REQUIREMENTS WITH TENANT, ALL ELECTRICAL DRAWINGS WILL BE BY TENANT. USED OR REPRODUCED IN ANY MANNER, SEPARATE PERMIT, WITHOUT PRIOR WRITTEN PERMISSION 4, PROVIDE DESIGNATED SUPPLY AND RETURN AT SERVER ROOM. CONFIRM FINAL SPECIFICATIONS I E. HVAC CONTRACTOR TO PROVIDE FULL SHEET OF THE FLOOR AFFECTED UPON COMPLETION. WITH TENANT. REVISIONS: CONTRACTOR IS RESPONSIBLE TO PROGRAM THE OVERRIDE HVAC BUTTON. F. REPLACE DAMAGED AND SOILED CEILING TILES WHERE AFFECTED BY CONSTRUCTION TO MATCH 5. PROVIDE SEPARATE DIMMER SWITCH TO CONTROL CANS AT OPEN OFFICE. o EXISTING. 5�IIS DENTIFIREVISION GATE DELTA G. LIGHTING LAYOUT IS SHOWN FOR PRELIMINARY DESIGN INTENT ONLY. FINAL LIGHTING LAYOUT TO IT Win SHEET BE PROVIDED BY THE ELECTRICAL CONTRACTOR AND IS DEPENDANT ON OREGON ENERGY CODE ALLOWANCES AND EXISTING BUILDING INFRASTRUCTURE IN CEILING. ELECTRICAL CONTRACTOR I TO REVIEW ALL REQUIRED LIGHTING LEVELS AND DISTRIBUTION AND NOTIFY ARCHITECT OF ANY CONCERNS OF FOOTCANDLES OR FIXTURE PLACEMENT/LOCATION WITHIN ANY AREA OF THE I SPACE, CONFIRM NEW LIGHT FIXTURE PLACEMENT DOES NOT INTERFERE WITH NEW WALL 1 CONSTRUCTION AND SAT MAIN GRID LINES, RELOCATE IF REQUIRED. FINAL LAYOUT TO BE • REVIEWED AND APPROVED BY LOCAL JURISDICTION THROUGH DEFERRED SUBMITTAL. • H. GRID LAYOUT AND RELATED DIMENSIONING AND SEISMIC AS REQUIRED. AESTHETIC PLACEMENT 1 � AND CONFIGURATION OF THE SEISMIC JOINT TO BE COORDINATED WITH THE ARCHITECT. • I. THE SUSPENDED CEILING DESIGN SHALL COMPLY WITH OSSC 1621, CISCA- GUIDELINES FOR SEISMIC RESTRAINT FOR DIRECT-HUNG SUSPENDED CEILING ASSEMBLIES- SEISMIC 3 &4 AND ASCE -AMERICAN SOCIETY OF CIVIL ENGINEERS -ASCE 7-02. J. ONLY EVALUATED/APPROVED SHOT-IN ANCHORS ALLOWED FOR USE IN SEISMIC OVERHEAD SHEET TITLE: INSTALLATION. CONTRACTOR TO SCHEDULE SPECIAL INSPECTIONS REQUIRED BY CODE IF USING REFLECTED SHOT-IN ANCHORS. CEILING DEMOLITION PLAN, REFLECTED CEILING PLAN AND NOTES DRAWN BY: CHECKED BY: SHEET: A1 .20 JOB NO. 2190951.02 PERMIT SET: 04/16/2019 219095102\DRAWINGS\ARCHITECTURAL\02-A1.20.DWG YNJ 04/16/19 13:60 1:96.00 NOTES: E. SHIM AS REQUIRED FLOOR OR ROOF STRUCTURE * "2 LINCOLN" STUD SIZE: 2X" I "MI A. FINISH ENDS, TYP F. ALL CABINET FACES AND DOORS, PL-2 POP RIVET RUNNER TO WALL ANGLE AT 2 ADJACENT WALLS, FASTEN B. CONFIRM REQUIREMENTS AND SIZES FOR ALL G. ALL EXPOSED EDGES AT DOORS AND CLOSURE ANGLE W/ #6 SCREWS DIRECTLY TO WALL FRAMING OR PROVIDE EQUIPMENT/APPLIANCES PRIOR TO SHELVING TO BE P-LAM TO MATCH ADJACENT STRUT STABILIZER BAR BETWEEN ALL MEMBERS AT PERIMETER BERC 2 WALL ANGLE LIMITING WALL HEIGHT TABLE CONSTRUCTION OF CABINETRY VERTICAL SURFACES CLIP 8" MAX. C. ALL COUNTER TOPS, EDGES, AND H, PROVIDE WATERLINE FOR TENANT PROVIDED ADDITIONAL #12 WIRE SUPPORT AT ALL MEMBERS WITHIN 8" OF INTERIOR NON STRUCTURAL NON-COMPOSITE WALLS L/240 @ 5psf BACKSPLASHES, PL-1 REFRIGERATOR AND COFFEE MAKER PERIMETER D. CONTRACTOR TO PROVIDE DEDICATED LATERAL BRACING WITH APPROVED VERTICAL COMPRESSION STRUT AT DESIGNATION SPACING MAX. WALL HEIGHT OUTLET FOR BLACK GE #GLDT690JBB ADA12'—O" OCEAWAY0. —k MAIN RUNNER DISHWASHER COUNTERSLOPE HANGERS IF MORE THAN 1: 6 OUT OF PLUMB ., 2505125-18 24" 8'-4" Architecture Interiors / . • 2505125-18 16" 9 -7 may„ Planning Engineering // / 2 • J • 2505125-27 24" 9'-10" '0. 250S125-18 16" 11'-3" Allik 10 "ATTACHED .4.. CEILING `5.20 .5.20 CUSTOM GLASS 00 WALL" • • 362S125-18 24" 13'-5" MOSAIC, GT-1 Y z WALL EXISTING COLUMN SECURE ALL HANGERS TO BLDG • •�a1362S125-18 16" 14'-4" Portland, OR ALIGN W/ LOWERS0 503.224.9560 r �" STRUCTURE. TRAPEZE DUCT 362S162-33 16" 16'-5" n ,\ ,� ,\ /ti REFRIGERATOR, NIC WORK AND OTHER LARGE OCELNG E�](.1E AT WALL !�$ Vancouver,WA ‘, - NOTE: FOR UNATTACHED WALLS PROVIDE A 3625162-43 16" 181-0" 360.695.7879 / u • u- \ , % OBSTRUCTIONS _ ,�7 -_ / INSULATED EXPOSED 3/4" GAP BETWEEN EDGE OF ANGLE AND CLIP 600S162-33 16" 24'-6" Seattle,WA \Iy �y \ I I PIPES PER ADA CODE `�,.. !, � CROSS RUNNERS FIT BETWEEN MAIN RUNNERS -- DO NOT SCREW BERC 2 CLIP TO TRACK 2067499993 - b i / I or MAIN RUNNERS AT 4'--0" OC SUPPORT WITH #12 WIRE AT 4'-O" OC INTERIOR NON NON-COMPOSITE WALLS www.mcknze.com ~ 11r •I I '1� 6'-O" MAX OR WITH 110 WIRE AT 5'-O" OC EA WAY WITH CERAMIC TILE FACING L/360 05psf _�_� -\I '00 ,0, _ I I PROVIDE DISHWASHER TABLE MAX. LENGTH MACKENZIE b `�`- LATERALLY BRACE MAIN RUNNER TO STRUCTURE AT 12'-0" OC EA DESIGNATION SPACING MAX. WALL HEIGHT WAY. BEGIN BRACING WITHIN 6'-O" OF PERIMETER AND 2" FROM 1/2" DIA CONDUIT (EMT) 5'-10" DESIGN DRIVEN I CLIENT FOCUSED cv u ��� r---- OPEN BELOW PER ADA » 3625125.18 16" 12'-4" �-- CODE CROSS MEMBER IN AREAS GREATER THAN 1,000 SF 3/4" DIA CONDUIT (EMT) 71-8" Client ,� _ I (2) EQ I 2'-9" I (2) EQ 4-O" NOTE: ALL GRID MEMBERS AND CONNECTION DEVICES TO BE OF AN APPROVED TYPE AND 1" DIA CONDUIT (EMT) 9'-g" 3625125-33 16" 14'-3" • cn 4'-11"± I 41-11" CLR HAVE A 180# CAPACITY. ALL LATERAL BRACING WIRES TO HAVE A 200# CAPACITY. SGL ]625125-33 MTL STUD C]-5/8"X20GA) 12;-0;; cocc BACK TO BACK 162S125-33 MTL STUDS (1-5/8"X2OGA) 15 -O WALL TABLES ARE BASED ON WALLS SHEATHED BOTH SIDES FULL HEIGHT WITH 12'-7"± SUSPENDED CEILING BRACING TO COMPLY WITH ASCE7, ASTMC635, ASTMC636 AND SGL 2505125-33 MTL STUD (2-1/2"X2OGA) 13'-6" 1/2" GYPSUM BOARD ATTACHED WITH #6 SCREWS MIN. AT 12"-0" O.C. MAX. m VERIFY It ti ASTME580 BACK TO BACK 2505125-33 MTI, STUDS (2-1/2"X2OGA) 15'-0" o E CABINETRY ELEVATION SUSPENDED CEILING BRACING SHORE T , N I 4 WALL HEIGHT TABLE dil? @BREAK 608 1/4"=1'-0" NOTE: PROVIDE SEISMIC SEPARATION JOINTS IN CEILINGS GREATER ]'-0"=1'-0" z 5 2 FIRE SAFING AT RATED L. THAN 2,500 SF. PROVIDE HEAVY DUTY GRID SYSTEM. cI / WALLS BETWEEN FLUTES, NO SOUND ATTENUATION FIRE SAFING REQUIRED AT • DEMISING, NON-RATED WALLS BATT AS OCCURS Project DEFLECTION HEAD WI 1/2" ATTACH STUD TRACK W • GYPSUM BOARD WALL AS MARCUS AND MIWCHAP DEFLECTION SPACE (DO NOT THROUGH GRID TO GYPSUM BOARD PARTITION — — OCCURS SUITE 650 v v FASTEN STUDS OR GYP BD / �� ^ TENANT IMPROVEMENT TO RUNNER) \ BRACE ABOVE SOUND ATTENUATION DOUBLE STUD AT JAMB, CONT 18 GA METAL PL SUSPENDED CLG \ / BATT AT ALL WALLS, TYP.' W ` TYPICAL >1.0.171:1 - • Af 1' MINFASTENED TODECK 2'-O" i! i ASSEMBLY „.- I OC STAGGERED DECK LINCOLN ' 4, 1171 - � FIREDAM SPRAY TYP, EACH , ' \ /`)45' LINE OF SILL AS OCCURS 10220GREEN�RG RD METAL DECK - SIDE OF TRACK OR FIREIL / \ , / / jr _ MPO 1" MIN SAFING SEALANT TYP AS AS OCCURS - + 7----------'-''.'- ' METAL STUD BRACING TO FLOOR _...---___ ,, ,a-,.. r SOUND ATTENUATION CUT TILE FOR TIGHT I j ,. ,ALUMINUM TRIM PIECE METAL DOOR INSULATION AS OCCURS FIT AT WALLS STRUCTURE AT 8 -O OC W/ (2) #8 • "cam W/ 1-1/2" FRAME, SEE AIS I�1 5/8" TYPE 'X' GYP. BD. EA. SIDE CASING BEAD SHEET METAL SCREWS AT EACH END. RETURNS, FINISH TO FASTEN RUNNER7 W/1 TYPE S' DRYWALL SCREWS STUD SIZING PER SPAN TABLE. MATCH WINDOW FRAMES z DOOR SCHEDULE C'? TO PL @ 21-0" OCUSG 200-A ; BRACING TO BE PROVIDED WHERE `� • D •up I 8" OC AT VERTICAL JOINTS AND DISTANCE BETWEEN PERPENDICULAR (ANODIZED BUILDING a -� I / STANDARD) ♦ y �j 12" OC ® FCR AND INTERMEDIATE SOUND ATTENUATION INTERSECTING WALLS OR HORIZONTAL f STUDS (GA FILE N0. WP 1200) AT ALL NEW WALLS, TYP. I BRACING BETWEEN WALLS EXCEEDS I cWn / • ' 4/ 20 GA x3 1/2" METAL '-0" OC I = 4° - NEOPRENE SEAL 3PO' uD, 'REGO 8 STUDS CO 2'-O" OC, UNO �� I 'II t% .%!�/ I BOTTOM TRACK TO FINISH C 1 1 1 �.G ' GYP BD EA SIDE METAL STUDS SEE WALL HEIGHT OF O :I��� 'FLOOR WITH POWDER DRIVEN x i ANCHORS AT 4'-O" O.C. ,'� TABLE FOR GAUGE AND SPACING 1 # �`-� ti ���� ' ' W..- CONT ACOUSTIC SEALANT EA STOREFRONT ' CONT ACOUSTIC SEALANT EA. I - SIDE AGAINST TRACK NO - ' GLAZING SYSTEM 1 4 TEMPERED RECITE MARCIMIE zo�9 SIDE AGAINST TRACK NO / W ALL R[GHTS RESERVED -.1 SEALANT AT SIM CONDSEALANT AT SIM COND AS OCCURS THESE DRAWINGS ARE THE PROPERTY 1/2" MAX ..4 ---- --1 OF MACKENZIE AND ARE NOT TO BE a . BOTTOM TRACK TO FINISH � cr USED OR REPRODUCED IN ANY MANNER, Q WITHOUT PRIOR WRITTEN PERMISSION I CONCRETE SLAB FLOOR W/ POWDER DRIVEN �. } \-- CONCRETE SLAB „ I ANCHORS AT 41-0" OC 1----;------A. w REVISIONS: 1-HOUR WALL 6 NON-BEARING WALL WALL AT EXTERIOR MULLION 8 DOOR - TIMELY WITH RECITE FA Q� REVISIONS REVISION DELTA de 5_1 THIS CLOSING DATE „ , ,� _ji 11.1 W TO STRUCTURE 3 =1 —0 --I A 5.20 AT FLOOR AND SUSPENDED CEILING 3"=V-0" a 3"=1'-0" Q 2� HEAD SITAR 3"=11-0" 0 �o SHEET 3 13" CCR. 3 13" CLR. U.N.Q. (2) ADJUSTABLE .' U.N.O. �� r Y MELAMINE SHELVES, [ ADJ. MELAMINE SHELVES CONTINUOUS P-LAM ;:, ' ' TYPCIAL EDGE, P-LAM TBD - w. •. [ i PLASTIC LAMINATE FACES iii ;� , . SOUND ATTENUATION �`' -Jul P-LAM ON ALL EXPOSED ; A. .44 P-LAM FACES BATT AS OCCURS W SURFACES h ' ' cwn = _ = 1 STEEL HANGRAIL 1y [ Iba GYPSUM BOARD WALL AS - '� a. • OCCURSCHROME ROD 1—/-- ?. SHEET TITLE: r // • - ii ,4",/,,,.fr..� ., 1".7<////ii�iiiA/i�iii� R INTERIOR 25" P.L. TOP .r f ': — ,_. L `� w U.N.O. �� PLASTIC LAMINATE w 25" P.L. TOP �� 4" SIDE SPLASH WHERE __ . - �-�- ELEVATION COUNTER AND 4 OCCURS LL, / �; w BACKSPLASH. SIDE0 R AND DETAILS f 1 MAX , SPLASH PER ELEVATION �. 01.1 DOUBLE STUD AT JAMB, �: TO FAUCET �� • P-LAM COUNTER TOP AND ++ / a �1 TYPICAL Ii' CONTROLS _ 1 - - SPLASH WITH SELF EDGE 11' - METAL FRAME: I _ Y' I in \ WRAP ALL EXPOSED PIPE -�'� DRAWER AS OCCURS IN �� ' SEE DOOR SCHEDULE 1I ' ;�— PER CODE ELEVATION F.T. WOOD BLOCKIN N" f ..j il :: I ` Ka DRAWN BY: YNJ ilejl a ADJ MELAMINE SHELF, NO / $ �• �. 8" z o '• DRAWER OR SHELF AT 5 1 2 12 1 2 z~ `: Z P-LAM FACES v W _ _ = SINK LOCATION r �w' r CHECKED BY: MRT, PDK Y w END & INTERMEDIATE �, ►,; ►� W cn _ W BRACKETS - SPACE TO K . SHEET: P LAM FACE a •. • W . ___.\_ I In Err `V c� ATTACHED TOE-KICK " Y s-150% ALLOW MAX. 36" SPAN. 3/4" ' AFF, WITH RUBBER BASE RUBBER BASE s 50% AT 5'-6"H AFF PART. BD. - ANCHOR TO :' et' ? 50% AT 41-0"H AFF ENDWALLS OF CLOSET I V.• , cn _ tet; + . , A5. 20 _i›- 2'-0" v 2'-0" � " o 1 0 W Q Jr ti- O 9 DOOR - TIMELY FRAME - 10 CABINET SECTION 11 CABINET SECTION wOCOAT CLOSET SHELF AND ROD Q JOB NO. 2190951.02 " ao 52i ADA SINK WITH ATTACHED TOE KICK 3/4"=1'—O" QA 5J2s TYPICAL 3/4"=1'-O" ¢ 3"=1'-0" o • '.57.2 0 HEAD SIMILAR 3"=V-0"-0 O ' PERMIT SET: 04/16/2019 219095102\DRAWINGS\ARCH[TECTURAC\02—A4.10.DWG YNJ 04/16/19 11:09 1:1.00 DOOR SCHEDULE HARDWARE GROUPS SCHEDULE OF INTERIOR FINISHESIMI DOOR DOOR OPENING DOOR FRAME HARDWARE CPT 1: LEE'S, STREETSCAPES, SHARP 949, 24X24 TILE, ASSUME MONOLITHIC INSTALLATION NO. SIZE DETAILS GROUP RATING COMMENTS THK TYPE MAT'L I FINISH MAT'L FINISH H-1: PASSAGE TENANT TO PROVIDE CARPET MATERIAL, CONTRACTOR TO INSTALL AND PROVIDE 601A PR 3'-0x8'-2" EXISTING DOOR - LATCHSET. F75 GRADE 1, ADHESIVE PER MANUFACTURER'S GUIDELINES. BUTTS, SEAL, STOPS PROVIDE SEAMING DIAGRAM FOR TENANT'S APPROVAL. 601B 3'-0x8'-0" 1-314" FL SC S AL FF 9/A5.20 H-1 - 2 Architecture • Interiors CPT-2: LEE'S, HUSTLE AND BUSTLE, SHARP 949, 24X24 TILE Planning Engineering LOCKSET F82 GRADE 1, BUTTS, 602A 3'-0x81-0" 1-3/4" FG SC S AL FF 91A5.20 H 1 - 2 H 2: LOCKING OFFICE TENANT TO PROVIDE CARPET MATERIAL, CONTRACTOR TO INSTALL AND PROVIDE 603A 3'-0x8`-0" 1-3/4" FL/R SC S AL FF 8/A5.20 H-2 - 2 SEAL, STOP ADHESIVE PER MANUFACTURER'S GUIDELINES. PROVIDE SEAMING DIAGRAM FOR TENANTS APPROVAL. 604A 3'-0x8`-0" 1-3/4" FL/R SC S AL FF 8/A5.20 H-2 - 2 H-3: STOREROOM/SERVER CPT 3. MATCH EXISTING SPECIFICATION OF CORRIDOR CARPET 605A 3'-0x8'-0" 1-3/4" FUR SC S AL FF 8/A5.20 H-2 - 2 LOCKSET, F86 GRADE 1, BUTTS, 606A 3'-0x8'-0" 1-3/4 FUR SC S AL FF 8/A5.20 H-2 - 2 SEAL, STOP LVP-1: BOLYU, AGED WOOD, GREY ASH BLVAW 004, 6"X48", Portland, OR INSTALL: ASHLAR 607A 3'-0x8'-0" 1-3/4" FUR SC S AL FF 8/A5.20 H-1 - 2 H-4 CORRIDOR *USE WITH TRANSITION STRIP 1 503.224.9560 LOCKSET F84 GRADE 1, BUTTS, Vancouver,WA 608A 3'-0x8'-0" 1-3/4' FG SC S AL FF 9/A5.20 H-1 - 2 SEAL, STOP, CLOSER VCT-1: TBD, BUILDING STANDARD 360.695.7879 609A 3'-0x8'-0" 1-3/4" FL SC S AL FF 9/A5.20 H-3 - 2,4 Seattle,WA RB-1: ROPPE, WHITE 170, 206.749.9993 611A 3'-0x8'-0" 1-3/4" FL SC S AL FF 9/A5.20 H-3 - 2 4" STRAIGHT AT CARPET LOCATIONS, 4" COVE AT RESILIENT FLOOR LOCATIONS www.mcknze.com 612A 3'-0x8'-0" 1-3/4" FL SC S P FF 9/A5.20 H-4 20 MIN 3,4 TS-1: JOHNSONITE, 32 PEBBLE GENERAL NOTESREVIATI N P-1: PPG, ENDURING ICE PPG 1102-1, SATIN MACKENZIE ABB O S USE HIGH NAP ROLLER TO APPLY LIGHT STIPPLE 1 DESIGN DRIVEN I CLIENT FOCUSED A. ALL DOORS/CLOSURES TO BE CHECKED, ADJUSTED, AND/OR REPLACED TO BE IN COMPLIANCE WITH ADA. Client B. ALL DOORS, FRAMES AND HARDWARE TO MATCH TENANT BUILDING STANDARDS, UNLESS NOTED OTHERWISE. AL ALUMINUM P-2: PPG, DRAGONFLY PPG 1162-7, SATIN C. VERIFY DOOR HEIGHT DIMENSIONS. APPROXIMATE MEASUREMENTS BASED ON FIELD OBSERVATION. FFEX EXISTING FACTORY FINISH USE HIGH NAP ROLLER TO APPLY LIGHT STIPPLE D. NEW DOORS MAY BE PULLED FROM EXISTING BUILDING INVENTORY OR RELOCATED WITHIN SUITE WHERE POSSIBLE. E. DOOR OPENING HARDWARE SHALL BE CENTERED BETWEEN 36"TO 38"ABOVE THE FLOOR. PANIC HARDWARE SHALL BE FG FULL GLAZED VISION PANEL WC-1: CHALLIS, NT33-7497, DUSK BETWEEN 36"TO 42". FL/R FLUSH WITH ADJACENT RELITE F. MAINTAIN MINIMUM CLEAR WIDTH AT STRICK SIDE 18"AT PULL SIDE, 12"AT PUSH SIDE. P GL PAINT TEMPERED GLASS GT-1: CUSTOM GLASS MOSAIC, HAKATAI ZT-109D (BLUE SCHEME) SHORE STE I N G. MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED THE FOLLOWING: CONTACT: CHRISTINA, CHRISTINA@HAKATAI.COM EXTERIOR DOORS 8.5 LBS S STAIN INTERIOR DOORS 5 LBS SC SOLID CORE WOOD GROUT: BRIGHT WHITE FIRE DOORS 15 LBS H. EXIT DOORS SHALL BE OPERABLE FROM INSIDE WITHOUT THE USE OF A KEY, SPECIAL EFFORT OR SPECIAL KNOWLEDGE. NO PL-1: (COUNTERTOP) FORMICA, COLORCORE 2, NEW WHITE 7223-58 LATCH OR LOCKING DEVICE EXCEPT PANIC HARDWARE PERMITTED. I. DOOR OPENING HARDWARE SHALL BE OPERABLE WITH A SINGLE EFFORT AND SHALL NOT REQUIRE TIGHT GRASPING OR PL-2: (VERTICALS) PIONITE, LOOKS LIKEATRE WP110, SUEDE TWISTING OF THE WRIST. Project J. EXIT DOORS SHALL NOT BE LESS THAN 3'-0" IN WIDTH AND 6'-8" IN HEIGHT. PROJECTIONS, INCLUDING PANIC HARDWARE, SHALL MARCUS AND MILICHAP NOT REDUCE THE OPENING TO LESS THAN 32" CLEAR WIDTH. PAINT NOTE: EGGSHELL WASHABLE FINISH AT CEILING AND SOFFITS, SATIN WASHABLE FINISH AT SUITE 650 K. LL GLAZING IN DOORS, ALL GLAZING LESS THAN 18" FROM FINISHED FLOOR, AND GLAZING WITHIN 24" OF DOORS AND LESS WALLS. SEMI GLOSS FINISH AT ALL TOILET ROOM WALLS AND CEILINGS. TENANT IMPROVEMENT THAN 60" FROM FINISH FLOOR SHALL COMPLY WITH ALL LOCAL BUILDING CODE REQUIREMENTS FOR SAFETY GLAZING. (USE 1/2" TEMPERED GLASS MINIMUM, UNO.) L. ANDLES, 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 2 UN OLN TIGHT GRASPING PINCHING OR TWISTING TO OPERATE, THE FORCE REQUIRED TO ACTIVATE SUCH EQUIPMENT, OTHER THAN 10220 CEENBIJRQ RD EXTERIOR DOORS, SHALL BE NO GREATER THAN 5 POUNDS FORCE, ARD, OREGON COMMENTSC` .°13 AiltS'' '�' ' Di •12,1 / 1 cos 1. EXISTING DOOR AT EXISTING RATED CORRIDOR. .I �� CZ 2. PROVIDE CLEAR ANODIZED ALUMINUM FRAME AND HARDWARE. 3. NEW RATED DOOR AT EXISTING RATED CORRIDOR. r / ' 4. PROVIDE ELECTRIFIED HARDWARE TO ACCOMMODATE TENANT PROVIDED KEY CARD SYSTEM. CONFIRM FINAL *RPI ' ID, 'REGO /�• SPECIFICATION WITH TENANT AND TENANT'S VENDOR. (A*-9fir 5. PROVIDE BUILDING STANDARD PAINTED DOOR FRAME AND BUILDING STANDARD HARDWARE FINISH. OF O' �4 FINISH LEGEND MACKENZIE 2019 ALL RIGHTS RESERVED ROOM ROOM NAME FLOOR MAT'L BASE MAT'L N.WALL E.WALL MAT'L S.WALL MAT'L W.WALL CEILING CEILING COMMENTS NO. FINISH FINISH MATL FINISH FINISH FINISH MAT'L FINISH MAT'L FINISH HEIGHT THESE DRAWINGS ARE THE PROPERTY OF MACKENZIE AND ARE NOT TO BE 601 ENTRY CPT-1 RB GB/P P P -- EXIST EXIST - USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION 602 CONFERENCE CPT-2 RB P WC/GB/P GB/P GB/P EXIST EXIST 2 i REVISIONS: 603 OFFICE CPT-2 RB P GB/P GB/P GB/P EXIST EXIST - Z 0 604 OFFICE CPT-2 RB P GB/P GB/P GB/P EXIST EXIST - t-7)Q REVISIONS REVISION DELTA THIS CLOSINGDATE Uj a SHEET 605 OFFICE CPT-2 RB P GB/P GB/P GB/P EXIST EXIST . • 606 OFFICE CPT-2 RB P GB/P GB/P -- EXIST EXIST - _ 607 CONFERENCE CPT-2 RB P GB/P GB/P P EXIST EXIST - . 608 BREAK/COPY LVP RB GB/P GB/P P/GT-1 P EXIST EXIST 3 . 609 SERVER VCT RB PLW PLW PLW PLW EXIST EXIST 1 . 610 OPEN OFFICE CPT-1 RB -- GB/P P GB/P EXIST EXIST I I - 611 STORAGE VCT RB GB/P GB/P P GB/P EXIST EXIST 1 612 OPEN OFFICE CPT-1 RB GB/P GB/P GB/P GB/P EXIST EXIST - FINISH SCHEDULE NOTES: ABBREVIATIONS: A. ALL INTERIOR FINISHES TO BE COORDINATED WITH TENANT. CPT CARPET SHEET TITLE: B. PATCH AND REPAIR ALL EXISTING WALLS WHERE AFFECTED BY NEW WORK. PAINT NEW AND EXISTING WALLS. CN CONCRETE, SEALED SCHEDULES C. PROVIDE NEW FLOOR FINISH AND RUBBER BASE THROUGHOUT. EXIST EXISTING D. ASSUME 20%ACCENT PAINT, LOCATION TO BE COORDINATED WITH TENANT. GB GYPSUM BOARD FINISH SCHEDULE COMMENTS: GT GLASS TILE P PAINT 1. PROVIDE TS-1 AT TRANSITION. PLW PLYWOOD 2. FINAL LOCATION OF WALL COVERING TO BE COORDINATED WITH TENANT. WALL TO BE PREPPED TO A LEVEL 4 FINISH AS REQUIRED RB RUBBER BASE BY MANUFACTURER. LVT LUXURY VINYL TILE 3. CONTRACTOR TO PROVIDE CUSTOM GLASS TILE, GT-1, AT BACKSPLASH BEHIND CASEWORK. ASSUME TO BE FULL HEIGHT FROM TS TRANSITION COUNTER TO BELOW UPPER CASEWORK. PROVIDE MANUFACTURER AND TCA APPROVED SETTING MATERIALS. WC WALL COVERING DRAWN BY: YNJ CHECKED BY: MRT, PDK SHEET: A610 , , JOB NO. 2190951.02 PERMIT SET: 04/16/2019 219095102\DRAWINGS\ARCHITECTURAL\02-A6.10.DWO YNJ 04/16/19 13:47 1:98.00