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Plans (17) BU P2018-003 18 NEWLY CREATED VACANCY SUITE 545, 2,660 SF L. (1) REQUITED EXIT, (1) EXIT PROVIDED LONGEST COMMON PATH = 81'-2" OWNER 1%1 LONGEST COMMON PATH = 98'-2" SHORENSTEIN REALTY SERVICES ROB FABIAN - PROJECT MANAGER - CONSTRUCTION Architecture Interiors RFABIANOSHORENSTEIN.COMTRELLEBORG Planning Engineering 5335 MEADOWS ROAD, SUITE 275 , / 74r_ LAKE OSWEGO, OREGON 9703RECEIVEj�`---- I ,i PHONE: (503)412-4844 • / r �� I. // NOV1 ', 1� /// 1,,71, ,/'. ZBIS r� • Porlind,OR l� 1�� ,...� Civ OF TIGARD 503,224.9560zo / LIL GENERAL CONTRACTOR TENANT IMPROVEMENT ��.j>�L.�ING�IVfS��,� Vaf4C8fu�ir, wajed..._Al , 360.895.7879 RUSSELL CONSTRUCTION 3 L.INGaLN g•.74 .9 WA 93 01 DONN STURDIVANT/ARNE WAYRYNEN 206.749.9993 A Z . I" T C 1 - / 20915 DSW N 105TH®RU AVENUE ONSTRUCTION.COM www.mcknza.com _I- TUALATIN, OREGON 97062 10220 GREENBURG ROAD MACKENZIE. °` - �° PHONE: (503)692-9002 �_ ' � 1- ==1)=- 7 LEGEND TIGARD, OREGON CIient 1 _' 1 loroi UU� n�n. � � — f � 1 � =:�. F EXISTING CONSTRUCTION TO BE DEMOLISHED 1 • ill y-- _. , EXISTING WALL TO REMAIN S H A R I� S T E M C� ..,--...,y-.......- EXISTING PARTIAL HEIGHT WALL _� INDEX OF DRAWINGS in 44!FI: NEW WALL TO UNDERSIDE OF GRID, SEE 6/A5.20 EX ---7-' EXISTING 2 HOUR RATED WALL TO REMAIN GO.Oi PROJECT INFORMATION, PROJECT LEGEND, CODE SUMMARY PLAN AND NOTES rl A1.10 PARTIAL FIFTH FLOOR DEMOLITION PLAN, PARTIAL FIFTH FLOOR PLAN, PARTIAL Project ■ ■■ I _ ( 7ji ■ EXISTING 1 HOUR RATED WALL TO REMAIN REFLECTED CEILING PLAN AND NOTES ojectTRELLEBORG EXISTING DEMISING WALL TO REMAIN A5.20 INTERIOR ELEVATION AND DETAILS Sum 1 A6.10 SCHEDULES 571 NEW DEMISING WALL TO STRUCTURE, SEE 5/A5.20 TENANT IMPROVEMENT EXISTING OUTLET AND TELEPHONE/DATA ROUGH IN LOCATION SCOPE OF WORK Lik.,11 . THE SCOPE OF WORK FOR THE PROJECT INCLUDES INTERIOR TENANT IMPROVEMENTS 3 UNCOLN Ti7. .... EXISTING DEDICATED OUTLET FOR AN EXISTING TENANT DOWNSIZING TO APPROXIMATELY 3,463 SQUARE FEET 10220 GREB43URG ROAD I ON THE FIFTH OF SIX FLOORS. WORK TO INCLUDE DEMOLITION, NEW WALLS, DOORS TIGARD, OREGON oE« \ i EXISTING COVERPLATE AND NEW CABINETRY. C EXISTING LIGHT SWITCH TENANT APPROVAL: _ _ I i FIRE EXTINGUISHER �` S' • PETER P. ALTO �j EXISTING THERMOSTATDESIGN/CODE DATA � i 1 n r $ EXISTING LIGHT SWITCH TO BE DEMOLISHED OCCUPANCY: B L EXISTING OUTLET AND TELEPHONE/DATA ROUGH TO BE DEMOLISHED GOVERNING CODE: 2014 OSSC e� AREA OF WORK ,n Pp �p I' i • IN FE CONSTRUCTION TYPE: TYPE I-B :-: FIRE EXTINGUISHER TO BE DEMOLISHED TENANT AREA (APPROX): APPROX. 3,463 S.F. OF 0 1 CODE SUMMARY PLAN .T: EXISTING THERMOSTAT TO BE DEMOLISHED OCCUPANCY LOAD: 35 GO.. FIFTH FLOOR - 3 LINCOLN NTS ;-P; EXISTING PHONE TO BE DEMOLISHED 1 REQUIRED EXIT, 1 EXIT PROVIDED © ALLMARIGHTSCKENZIE RESER2018VED TRUE PLAN ALL EXITS ARE EXISTING AND HAVE APPROPRIATE EXIT SIGNAGE THESE DRAWINGS ARE THE PROPERTY NORTH NORTH # NEW FLUSH FLOOR ELECTRICAL AND DATA ROUGH IN LOCATION BUILDING IS FULLY SPRINKLED AND HAS NFPA SMOKE DETECTION OF MACKENZIE ANDARE NOT BE USED OR REPRODUCED IN ANY MANNER, WITH ON SITE EMERGENCY GENERATOR FOR FIRE, LIFE/SAFETY BACKUP POWER WITHOUT PRIOR WRITTEN PERMISSION 04) NEW DEDICATED OUTLET ' , PROJECT GENERAL NOTES EXISTING OUTLET AND TELEPHONE/DATA ROUGH IN LOCATION SEPARATE PERMIT REVISIONS: Q REVISIONS REVISION DELTA VOICE/DATA ROUGH IN LOCATION 2014 OSSC SECTION 107.3.4.2 (separate permit by others) c� THIS CLOSING DATE (PA NEW OUTLET AND cc o A. THE DRAWINGS LOCATE PRODUCTS, SURFACES, AND MATERIALS AND THE NOTES CONVEY DESIGN MECHANICAL SHEET INTENT. THE PROJECT INTENT IS TO PROVIDE FOR A COMPLETE, WORKING SYSTEM. EXISTING LIGHT SWITCH ELECTRICAL B. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE LATEST ADOPTED BUILDING CODE PLUMBING EDITION, AND TO CONDITIONS AND SPECIFICATIONS OF ALL GOVERNING AUTHORITIES. 1 • C. VERIFY AND CONFIRM ALL CONDITIONS, DIMENSIONS, AND LAYOUT INFORMATION PRIOR TO START FIRE EXTINGUISHER OF CONSTRUCTION. NOTIFY MACKENZIE OF ANY DISCREPANCIES PRIOR TO START OF WORK. ANY ' C • • ORRECTION WORK REQUIRED AS A RESULT OF NOT REPORTING SUCH DISCREPANCIES SHALL BE EXISTING THERMOSTAT NOTE: DESIGN BUILDERS FOR FP. ARE FULLY RESPONSIBLE FOR THE DESIGN OF THESE . PERFORMED AT NO ADDITIONAL COST TO THE OWNER. SYSTEMS/COMPONENTS. THESE SYSTEMS/COMPONENTS SHOWN ON DOCUMENTS ARE • III KEY NOTE FOR REFERENCE SCHEMATIC ONLY: THEY ARE NOT INTENDED TO REPRESENT FINAL/CODE COMPLIANT ' D. CONTRACTOR AND SUBCONTRACTORS SHALL CAREFULLY EXAMINE THE SITE AND THE CONSTRUCTION DOCUMENTS OF THE ENTIRE WORK. INCONSISTENCIES IN THE PLANS OR DESIGN. PROVIDE DESIGN DOCUMENT SUBMITTAL TO ARCHITECT OF RECORD FOR REVIEW SPECIFICATIONS SHALL BE CALLED TO THE ATTENTION OF MACKENZIE. PRIOR TO SUBMITTAL E. REFER TO ENLARGED PLANS AND ELEVATIONS WHERE INDICATED FOR ADDITIONAL INFORMATION. d INTERIOR ELEVATION FOR REFERENCE ENLARGED PLANS TAKE PRECEDENCE OVER PLANS OF SMALLER SCALE, AND DETAILS TAKE SHEET TITLE: PRECEDENCE OVER PLANS. IN THE CASE OF A CONFLICT, THE HIGHEST COST OPTION SHOULD BEPROJECT PRICED. -ao� DOOR NUMBER SYMBOL VALUATION F. DETAIL REFERENCES SHALL BE APPLIED TO ALL INSTANCES WHERE THE SAME CONDITIONS INFORMATION, OCCUR, UNLESS NOTED OTHERWISE. G. THE TERMS "ABOVE FINISH FLOOR" (AFF) AND "FINISH FLOOR ELEVATION" (FFE) REFER TO FINAL EXIT REQUIRED EXIT VALUATION OF WORK = $50,000 PROJECT LEGEND, FINISHED FLOOR ELEVATION, WHETHER BUILT-UP SLAB, COMPOSITE DECK, OR RAISED ACCESS CODE SUMMARY FLOOR. EXISTING CEILING GRID CITY OF TIGARD AND NOTES H. DO NOT SCALE DRAWINGS. I REVIEWED FOR CODE COMPLIANCE I. CUTTING AND DRILLING OF STRUCTURAL MEMBERS NOT DETAILED REQUIRES THE WRITTEN PERMISSION OF THE STRUCTURAL ENGINEER OF RECORD. EXISTING 2'x4' LIGHT FIXTURE TO REMAIN Approved: rh:7.1 J. SAVE AND RECYCLE DEMOLITION DEBRIS AS APPLICABLE. ALL DEMOLISHED OR REMOVED EXISTING DEFERRED OTC: iki - MATERIAL SHALL BE LEGALLY DISPOSED. COORDINATE WITH CITY OF TIGARD REQUIREMENTS FOR Fire Sprinkler OF DEMOLITION DEBRIS. NEW OR RELOCATED 2'x4' LIGHT FIXTURE Fire Alarm _� Permit #: y2Ui�3 - ���r DRAWN BY: YNJ RECYCLING/RE-USE �� K. THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE RESULTING FROM THEIR WORK. THE Mechanical Address: JO).-O SW (444,, B„rQ40 COORDINATE CLEAN UP OF ALL AREAS AFFECTED BY DUST OR ANY Plumbing Suite #• S7/ CHECKED BY: MRT, PPA CONTRACTORWILL - MATERIALS, BOTH DURING CONSTRUCTION AND UPON COMPLETION OF THE PROJECT, INCLUDING EXISTING SUPPLY/RETURN VENT TO REMAIN Electrical W AS NECESSARY SO THAT THE SPACE IS READY FOR OCCUPANCY Truss Engineering By: ...elP V Date: Wig/Jo SHEET: THE INSIDE OF ALL WINDOWS • BY TENANT. `x' EXISTING SUPPLY VENT TO BE DEMOLISHED Shop Drawings L. ALL DESIGN-BUILD ITEMS, SYSTEMS AND ELEMENTS ARE TO BE SUBMITTED FOR REVIEW AND �;_:.i Other APPROVED BY MACKENZIE. CITY OF TIGARD M. EXISTING MATERIAL NOTED TO BE RETURNED TO THE OWNER SHALL BE SAFELY STORED AND EXISTING EXIT SIGN Approved by Planning PROTECTED UNTIL IT IS REMOVED FROM THE SITE BY THE OWNER. CONTRACTOR SHALL . 01 EXISTING SPRINKLER HEAD Date: [1'h i3 COORDINATE WITH THE OWNER. lnitinlc•_ SC EXISTING 2'x4' 24 HR EGRESS FLUORESCENT LIGHT FIXTURE TO REMAIN JOB No.I2150952.28 OFFICEA COPY11/07/2018 BATT INSULATION CENTERED ON WALLPERMIT SET: 215095228\4__DRAWINGS\ARCHITECTURALVa-GO 01.D4VG KGB 11/07/18 14:14 1:95.00 DECK 1 Ihi %.. ;— ° Architecture Interiors Planning Engineering 0 ° § ° r\ i. >< Portland, OR 503.224.9560 < Vancouver,WA CONFERENCE D 360.695.7879 ill .. 508 I.. iii..: o Seattle,WA ... i. ... ` 206.749.9993 ... /���,. .,. . www.mcknze.com I +56,`."- i s -, L'. ` 1 • , i +5s1._ : a %,/� a ! MACKENZIE ''�y0 1111 f 0 OFFICE / .<- • k I DESIGN DRIVEN I CLIENT FOCUSED 11 _ 1 (0----60 TYP 1 510 I 7_frl I , r ./�: / ° I Client j ,,., I TYP 41) /�� (SBS .• �� 1111 �/�1��//���� �_�lill - � L1 — t O lk i O Ilp Il OFFICE OPEN [1 OFFICE zap /' 1 507 1 1 509 1 � � _ SHORE STEIN OFFICE 1 511 1 �� \ I abv C 1 OFFICE ■ , „ ›K I �-� 1 _.) _ 1 506 1 10 SCLR ° .-k ° >‹ ° I Project TRELLEBORG STORAGE •SE VER R 0 I ; SUITE 571 1 512 I :G f .1 513 I - TENANT IMPROVEMENT K. 1_ l ENTRY ° ° a ll--__•. I 501 1 EXIST JrO1 •' 0 1 1k� 2) >< ° X k 0 _ 10220 GNBURG ROAD • „ TIGARD, OREGON G i „1�`:I;;,?;pt. '— . —1. .>< iii Ern I 1 1 , , D� OD 0 . z . >< 1 IIII Q OPEN 502 _ 3041 T OFFICE 1 �' PETER P. ALTO '� TYP lill1 505 1 � : ._. _Yk N I \ 1 1 . , limy . = rf:, O �„,..), 0 Qk . . 'Y' . ORTLAND, OREGON p ,..g. . 1 , 1 - EXIST �p T 0 >< >< ><I, �Kh O jBREAK zt - 0: • 1 503 I N ° D I -'-'§ _ I 1 it T0 In- fit: _ C ALLMACKETS SER —� _ THESE DRAWINGS HARE RTHE R PROPERTY NIIL—\ 0 - OF MACKENZIE AND ARE NOT TO BE _________All = Ill ° ,�XUSED OR REPRODUCED IN ANY MANNER, �; WITHOUT PRIOR WRITTEN PERMISSION DECK\rijcp Ill's .- ----j' -'-' ''`�"� I , ( 15LI _ REVISIONS: 0L ill_SSIS -- z OFFICE f - °a REVISIONS REVISION DELTA 5Q4 ` - W SHEET CLOSING DATE \\.. IIL, _ ___C_„____ cco • 1 ni1 PARTIAL FIFTH FLOOR DEMOLITION PLAN2 PARTIAL FIFTH FLOOR PLAN 3 PARTIAL REFLECTED CEILING PLAN . , 0,.i:J}o 1/8-=v-0., A1.10 1/8„_1'-D” A110 1/8„_1,-O” I GENERAL DEMOLITION NOTES GENERAL NOTES KEYNOTES , • . SHEET TITLE: A. EXISTING FLOORING TO BE REMAINED UNLESS NOTED OTHERWISE. PATCH, A. ALL EXISTING CONDITIONS TO REMAIN, UNLESS NOTED OTHERWISE. 1. RELOCATE SINK, FAUCET AND DISHWASHER, IF FEASIBLE. PROVIDE NEW IF REQUIRED. PARTIAL FIFTH REPAIR AND PREP SUBSTRATE AS REQUIRED TO RECEIVE NEW FINISHES. SEE B. DIMENSIONS REFLECT FACE OF FINISH TO FACE OF FINISH, UNLESS NOTED OTHERWISE. IT IS ASSUMED THAT THE EXISTING DISHWASHER WILL BE RELOCATED AND IS IN FLOOR DEMOLI110N SHEET A6.10 FOR FINISHES. C. WALL THICKNESSES ARE NOMINAL, UNLESS NOTED OTHERWISE. GOOD WORKING ORDER. CONTRACTOR TO CONFIRM AND NEW IF REQUIRED. B. THE CONTRACTOR SHALL CAREFULLY EXAMINE CONSTRUCTION DOCUMENTS FOR D. FOR SEISMIC BRACING OF SUSPENDED CEILING AND INTERSTITIAL EQUIPMENT SEE DETAILS 2/A5.20. 2. CAP PLUMBING AT EXISTING PLUMBING LOCATION. PLAN, PARTIAL THE WORK. ANY CONFLICTS, INCLUDING BUT NOT LIMITED TO BUILT E. ELECTRICAL, DATA AND SWITCHING LOCATIONS ARE SHOWN TO CONVEY GENERAL INTENT ONLY. COORDINATE ELECTRICAL/DATA/SWITCHING REQUIREMENTS WITH TENANT 3. ALIGN NEW WALL WITH EXISTING WALL. FIFTH FLOOR PLAN, CONDITIONS OF M.E.P. IN THE PLANS SHALL BE CALLED TO THE ATTENTION AND PROVIDE DRAWINGS BY DEFERRED SUBMITTAL. 4. ALIGN NEW WALL WITH THE EDGE OF EXISTING COLUMN. OF THE ARCHITECT/DESIGNER, SO THAT THE CLARIFICATION CAN BE ISSUED. F. FURNITURE IS SHOWN FOR SCHEMATIC PURPOSES ONLY. TENANT OR TENANT'S VENDOR TO CONFIRM BUILT CONDITIONS FOR SPATIAL REQUIREMENTS AND FINAL LAYOUTS. 5. EXTEND EXISTING WALLS TO STRUCTURE TO BE DEMISING. PARTIAL REFLECTED C. SALVAGE ALL DEMOLISHED COMPONENTS AS POSSIBLE. RETURN TO LANDLORD G. HVAC CONTRACTOR TO PROVIDE FULL SHEET OF THE FLOOR AFFECTED UPON COMPLETION. CONTRACTOR IS RESPONSIBLE TO PROGRAM THE OVERRIDE HVAC BUTTON. 6. PATCH AND REPAIR EXISTING CORRIDOR AS NEEDED, MATCH EXISTING FINISHES TO CEILING PLAN FOR FUTURE USE. H. ALL INTERIOR WALLS TO GO TO UNDERSIDE OF GRID UNLESS NOTED OTHERWISE. BUILDING STANDARD AND NOTES D. SAVE AND RECYCLE DEMOLITION DEBRIS WHERE POSSIBLE. COORDINATE WITH I. ALL INTERIOR DOORS TO BE SOLID CORE FLUSH WOOD DOORS TO MATCH BUILDING STANDARD UNLESS NOTED OTHERWISE. 7. NEW UPPER AND LOWER CABINETRY, FLOQDSTOPPER AND PLUMBING. RE-USE SINK, CITY OF TIGARD REQUIREMENTS FOR RECYCLING DEMOLITION DEBRIS. J. OUTLETS INDICATED ARE EXISTING UNLESS NOTED OTHERWISE. SITE VERIFICATION HAS BEEN PERFORMED (ON 11/05/2018, WHILE OCCUPIED) AND PLAN, ELECTRICAL AND FAUCET AND DISHWASHER, IF FEASIBLE. PROVIDE NEW IF REQUIRED. 1 E. CAP ALL ABANDONED PLUMBING, ELECTRICAL CONDUIT, AND OTHER UNDER CEILING INFORMATION HAS BEEN UPDATED (OBSERVATION IS LIMITED TO VISIBLE). CONTRACTOR TO FIELD VERIFY AND CONFIRM ADDITIONAL REQUIREMENTS WITH TENANT. 8. NEW FLUSH FLOOR POWER AND DATA ROUGH-IN LOCATIONS. CONFIRM FINAL DRAWN BY: YNJ SLAB UTILITIES AS REQUIRED. K. NO VOC PAINT SYSTEMS TO BE UTILIZED, TO INCLUDE PRIMERS AS WELL AS FINISH PRODUCTS. SPECIFICATIONS AND LOCATIONS WITH TENANT. F. RETAIN EXISTING FIRE EXTINGUISHERS FOR FUTURE USE. L. ALL DIMENSIONS SHOWN AS PLUS/MINUS (±) ARE FOR GENERAL LAYOUT AND REFERENCE ONLY. VERIFY AND CONFIRM ALL DIMENSIONS AND CONDITIONS PRIOR TO START 9. LOWER EXISTING OUTLET TO STANDARD HEIGHT. G. EXISTING STRUCTURE TO BE LEFT UNDISTURBED AND INTACT. PERFORM NO OF WORK. NOTIFY ARCHITECT/ENGINEER OF ANY DISCREPANCIES PRIOR TO START OF WORK. 10. RELOCATE EXISTING DOOR AND HARDWARE IF FEASIBLE. PROVIDE NEW IF REQUIRED. CHECKED BY: MRT, PPA 11. CONFIRM IF EXISTING RELITE ASSEMBLY CAN REMAIN. PROVIDE NEW 3'-O" WIDE DEMOLITION THAT MAY COMPROMISE THE STRUCTURAL INTEGRITY OF THE M. REPLACE DAMAGED AND SOILED CEILING TILES WHERE AFFECTED BY CONSTRUCTION TO MATCH EXISTING. SHEET: BUILDING WITHOUT WRITTEN APPROVAL OF THE ARCHITECT/DESIGNER. N. SUSPENDED ACOUSTICAL TILE CEILINGS AT 8'--5"t (EXISTING) AFF, UNLESS NOTED OTHERWISE. RELITE AS REQUIRED TO MATCH EXISTING SUITE STANDARD. H. SALVAGE ALL EXISTING DOORS AND HARDWARE FOR RE-USE. 12. PROVIDE GYPSUM BOARD OPENING TO CEILING INTO SERVER ROOM. 0. CENTER ALL DOWN LIGHTS, FIRE SPRINKLER HEADS, SMOKE DETECTORS AND ALL OTHER CEILING PENETRATIONS IN CENTER OF 2x2 TILE, UNLESS NOTED OTHERWISE. P. ADD SOUND INSULATION IN ALL NEW WALLS. 13. EXISTING SAT MAIN GRIDLINE, TYPICAL, AS IDENTIFIED DURING SITE OBSERVATION. TION OF CONSISTENT MAIN LINES. LIMITED TO VISIBLE IDENTIFICATION Q. LIGHTING LAYOUT IS SHOWN FOR PRELIMINARY DESIGN INTENT ONLY. FINAL LIGHTING LAYOUT TO BE PROVIDED BY THE ELECTRICAL CONTRACTOR AND IS DEPENDANT ON ANY VARIATIONS OBSERVATION IS LITO 8E CONFIRMED ON SITE CA CONTRACTOR. A1 .1O OREGON ENERGY CODE ALLOWANCES AND EXISTING BUILDING INFRASTRUCTURE IN CEILING. ELECTRICAL CONTRACTOR TO REVIEW ALL REQUIRED LIGHTING LEVELS AND PROVIDE SOUND ATTENUATION BATT ABOVE CEILING TILES, 4'-0" CENTERED ON WALL AT DISTRIBUTION AND NOTIFY ARCHITECT OF ANY CONCERNS OF FOOTCANDLES OR FIXTURE PLACEMENT/LOCATION WITHIN ANY AREA OF THE SPACE. CONFIRM NEW LIGHT 14. FIXTURE PLACEMENT DOES NOT INTERFERE WITH NEW WALL CONSTRUCTION AND SAT MAIN GRID LINES, RELOCATE IF REQUIRED. FINAL LAYOUT TO BE REVIEWED AND 15. ATLOCATE EXISTING LIGHT FIXTURE. ALL NEW AND TTISTIAT CONFERENCE ROOM WALLS. APPROVED BY LOCAL JURISDICTION THROUGH DEFERRED SUBMITTAL. 16. FINISH VACANCY SIDE OF NEW DEMISING WALL TO MATCH EXISTING ACCENT FINISHES. JOB NO.2150952°28 PERMIT SET: 11/07/2018 .215095228■ C:\TEMP\ACPUBLISH_7012\28-A1.10.6WG KGB 11/07/18 11:27 1:96.00 FLOOR OR ROOF STRUCTURE NOTES: E. ALL CABINET FACES AND DOORS, PL-1 POP RIVET RUNNER TO WALL ANGLE AT 2 ADJACENT * "3 LINCOLN" STUD SIZE: 2 " A. FINISH ENDS, TYP F. ALL EXPOSED EDGES AT DOORS AND WALLS, FASTEN CLOSURE ANGLE W/ #6 SCREWS BERC 2 8" MAX. 1 "m\d#r B. CONFIRM REQUIREMENTS AND SIZES SHELVING TO BE P-LAM TO MATCH CLIP FOR ALL EQUIPMENT/APPLIANCES ADJACENT VERTICAL SURFACES DIRECTLY TO WALL FRAMING OR PROVIDE STRUT j LIMITING WALL HEIGHT TABLE STABILIZER BAR BETWEEN ALL MEMBERS AT PERIMETER PRIOR TO CONSTRUCTION OF _ •STABILIZER BAR ,\,,,,,,,- CABINETRY ADDITIONAL #12 WIRE SUPPORT AT ALL MEMBERS r),._ 3 �VTERIOR NON STRUCTURAL NON-COMPOSITE WALLS L/240 ® 5psf C. ALL COUNTER TOPS, EDGES, AND WITHIN 8" OF PERIMETER _ -BACKSPLASHES, PL-2 — LATERAL BRACING WITH APPROVED VERTICAL • • DESIGNATION SPACING MAX. WALL HEIGHT D. SHIM AS REQUIRED _ COMPRESSION STRUT AT 12 -0 OC EA WAY �2„ / J 250S125-i8 24" 8'-4" COUNTERSLOPE HANGERS IF MORE THAN 1:6 OUT OF PLUMB Architecture • Interiors a 250S125-18 16" 9'-7" Planning • Engineering 9 10 // N "ATTACHED `c4 . 250S125-27 24" 9'-10" WALL" .o „ • •a a 250S125-18 16" 11'-3" ALIGN W/ LOWERS 00/ a ► 362S125-18 24" 13'-5" �� �r REFRIGERATOR, NIC r Oc8140 ®QE AT WALL NTS 16" 14'-4" Portland,OR �\ _ 362S125-18 /- 7---- _ r - _ O r� NOTE: FOR UNATTACHED WALLS PROVIDE A 362S162-33 16" 16'-5" 503.224.9560 _ _ __. 1 �— INSULATED 3/4 GAP BETWEEN EDGE OF ANGLE AND CLIP Vancouver,WA `� • `u' I EXPOSED PIPES [ N -- DO NOT SCREW BERC 2 CLIP TO TRACK 362S162-43 16" 18'-0" 360.695.7879 o I I PER ADA CODE �, o .1 1 �`. V.= TABLE MAX. LENGTH 600S162-33 16" 24'-6" Seattle,WA N` ( 1 $„ � CROSS RUNNERS FIT BETWEEN MAIN RUNNERS 1/2" DIA CONDUIT (EMT) 5'-10" 206.749.9993 RE-USE MAIN RUNNERS AT 4 -0 OC SUPPORT WITH #12 INTERIOR NON NON WALL 0 'R' DISHWASHER ,1Aj , „ ' WIRE AT 4'-0" OC OR WITH #10 WIRE AT 5'-0" OC EA WAY 34 DIA CONDUIT EMT 7,-8" WITH CERAMIC TILE FACING L/360 © 5psf www.mcknze.com (- -( I 1 6'-0" MAX LATERALLY BRACE MAIN RUNNER TO STRUCTURE AT 12'-O" OC 1 ' DIA CONDUIT EMT g -9 _ OPEN BELOW PER / MAC 1<E N 21 E. ADA CODE EA WAY. BEGIN BRACING WITHIN 6'-0" OF PERIMETER AND 2" SGL 1 E�2S125-S.3 M L S I UU 12 _0 N\ • \ 7� I 1 - FROM CROSS MEMBER IN AREAS GREATER THAN 1,000 SF (1-5/8"x2OGA) DESIGNATION SPACING MAX' WALL HEIGHT 3'-7"± 2'-9" 2'-0" 3'-0> DESIGN DRIVEN I CLIENT FOCUSED , ,� ,� ,9 / RUBBER BASE NOTE: BACK TO BACK 162S125-33 15'_0" 3625125-18 16" 12'-4" cn , ALL GRID MEMBERS AND CONNECTION DEVICES TO BE OF AN APPROVE SECURE ALL HANGERS TO MTL STUDS (1-5/8"x2OGA 3625125-33 16" 14'-3" w Client CLR ) 1'-10"f , 6'-7"f TYPE AND HAVE A 1801CAPACITY. ALL LATERAL BRACING WIRES TC BLDG STRUCTURE. SGL 250S125-33 MTL STUD 13'-6" VERIFY IN FIELD HAVE A 200# CAPACITY. SUSPENDED CEILING BRACING TO TRAPEZE DUCT WORK AND (2-1/2"x2OGA) a v) OTHER LARGE BACK TO BACK 250S125-33 15'_0" WALL TABLES ARE BASED ON WALLS SHEATHED BOTH SIDES FULL HEIGHT WITH cc COMPLY WITH ASCE7, ASTMC635, ASTMC636 AND ASTME580 OBSTRUCTIONS 1/2" GYPSUM BOARD ATTACHED WITH #6 SCREWS MIN. AT 12"-0" O.C. MAX. - I MTL STUDS (2-1/2"x2OGA) _ SHORE S T E I N CABINETRY ELEVATION m SUSPENDED CEILING BRACING 4 WALL HEIGHT TABLE _ I m . . ® BREAK 503 1/4"=1'-0" w NOTE: PROVIDE SEISMIC SEPARATION JOINTS IN CEILINGS GREATER Ni-S z A 52� a w THAN 2,500 SF. PROVIDE HEAVY DUTY GRID SYSTEM. Project ATTACH STUD TRACK TRELLEBORG THUGH GRID ° ° °. METAL DECK AS OCCURS \ BRAE ABOVE/ TO TENANT IMPROVEMENT ,? \ \ / SOUND ATTENUATION BATT " DEFLECTION SPACE SUSPENDED CLG-\ \ \ / I ki4.., (DO NOT FASTEN STUDS ASSEMBLY \ , / / / -'. AS OCCURS • ° OR GYP BD TO RUNNER) _ __�- GYP BD WALL AS OCCURS 3 LINCOLN -L 4 \ U \ / /, //)45' _ -- 10220 GFEEN% . 'TIGARD, �BAUAR'G, ROAD Fif. VI \1" MIN. vi (�--sem `'- CONT 18 GA METAL R CUT TILE FOR TIGHT METAL STUD BRACING TO FLOOR Z r•. � FASTENED TO DECK AT 2'-0" � „ FIT AT WALLS • STRUCTURE AT 8 -0 OC W/ (2) #8 Oviu 1 -.4:- s-\ _ OC STAGGERED SHEET METAL SCREWS AT EACH END. DOUBLE STUD AT JAMB, TYP CASING BEAD , STUD SIZING PER SPAN TABLE. __\__ ti • ,, 3041 / f'*I i '. FASTEN RUNNER TO R USG 200-A BRACING TO BE PROVIDED WHERE g' PET ' P. ALTO '� GYP BD I AT 2'-O" OC EA SIDE , SOUND ATTENUATION DISTANCE BETWEEN PERPENDICULAR ' ‘ i • SOUND BATT INSULATION AS OCCURS AT ALL NEW WALLS, TYP. INTERSECTING WALLS OR HORIZONTAL TIMELY FRAME; �,;. v : _ BRACING BETWEEN WALLS EXCEEDS MATCH BLDG STD • • TYP AT DEMISING WALL 8'-O" OC i MI t�j, OR D, OREGON �' METAL STUDS SEE WALL HEIGHT - 'r". r `� `� TABLE FOR GAUGE AND SPACING Og, A10 .1 -' GYP BD EA SIDE =• METAL STUDS SEE WALL HEIGHT ♦ OF :r CONT ACOUSTIC SEALANT TABLE FOR GAUGE AND SPACING kI EA SIDE AGAINST TRACK CONT ACOUSTIC SEALANT EA NO SEALANT AT SIM COND ,: SIDE AGAINST TRACK NO W ALMRIGHTSIRESERVED 8 ' - SEALANT AT SIM COND THESE DRAWINGS ARE THE PROPERTY 1/2" MAX;}, 1/2" MAXI — OF MACKENZIENAND ARE NOT TO BE _ I USED OR REPRODUCED IN ANY MANNER, BOTTOM TRACK TO FINISH CONCRETE SLAB I FLOOOR W/ POWDER DRIFINISH VEN WITHOUT PRIOR WRITTEN PERMISSION CONCRETE FLOOR W/ POWDER DRIVEN ANCHORS AT 4'-0" OC REVISIONS: GYP BD PARTITION at METAL DECK W 6 NON-BEARING WALL TYP INTERIOR DOOR 5.j REVISIONS REVISIONOSINGDELTA 5� THIS CLOSING DATE 011) - 0 wL11 SHEET 3"=1'-0" E . 552. AT FLOOR AND SUSPENDED CEILING 3"=V-0'; ¢J I HEAD SIMILAR 3"=1'-0„ cc Z 0 ��13” CLR.�� ,13" CLR. i, I • U.N.O. U.N.O. ADJ. MELAMINE SHELVES I •• -- L ADJ. MELAMINE SHELVES I I __ __ J 3 PLASTIC LAMINATE FACES I • w P-LAM FACES W I •• w v � ^ - Ii =__ _ I 7"--------..., t._ UPPER CABINETS, DEPTH SHEET TITLE: I I MAY VARY AS REQ'D, SEE INTERIOR 25" w �� 25" P.L. TOP f CASEWORK ELEVATIONS ELEVATION AND w / P.L. TOP w U.N.O. DETAILS LI' w 4" BACKSPLASH, RETURN w (f) , 1'-5" MAX AT END WALL CONDITIONS Lu U) • P-LAM COUNTER TOP AND / TO FAUCET - SPLASH WITH SELF EDGE CONTROLS 1� -�I __,._ . . • DRAWER AS OCCURS IN I in 1 ELEVATION _ WRAP ALL EXPOSED PIPE I , , PER CODE DRAWN BY: YNJ ' I I IADJ MELAMINE SHELF, NO 8" CHECKED BY: MRT, w I I DRAWER OR SHELF AT ,/ ,-'z0 b PPA , w _ _ _ SINK LOCATION F.. j/ SHEET: cc i) _ ffi P-LAM FACE a _ ;' .___ 1 In aa. a N I S ' RUBBER BASE 6" jr • N OPEN BELOW PER z0 A5.20 Xl �; CODE -\ 2'-0" 'r , o: 2'_0" z , , 0I I JOB NO. .0 SECTION L 2150952.28 9 CABINET SECTION W ( \ CABINETW " ' '� PERMIT SET: 11/07/2018 5.2 II TYPICAL 3/4"=1'-0" Q 5.2 TYPICAL 3/4"=1'--0 a U 0 .215095228. C:\TEMP\ACPUBLISH_7012\28-A5.20.DWG KGB 11/07/18 11:27 1:1.00 -1\7" DOOR SCHEDULE HARDWARE GROUPS IM- DOOR DOOR DOOR FRAME HARDWARE —, NO. OPENING SIZE THK I TYPE I MAT'L I FINISH MAT'L I FINISH DETAILS GROUP RATING COMMENTS H-1: LOCKING ENTRANCE LOCKSET F84 GRADE 1, Architecture s Interiors EXIST 3'-0x8'-3" EXISTING DOOR — BUTTS, SEAL, STOPS Planning 1 Engineering 501A PR 3'-0x8'-3" 1-3/4" FG SC S HMK FF 7/A5.20 I H-1 20 MIN 1 H-2: LOCKING OFFICE 503A 3'-0x8'-3" 1-3/4" FL SC S HMK FF 7/A5.20 I H-2 — 2 LOCKSET F82 GRADE 1, 504A 3'-0x8'-3" 1-3/4" FL SC S HMK FF 7/A5.20 I H-2 — — BUTTS, SEAL, STOP GENERAL NOTES ABBREVIATIONS Portland,OR 503.224.9560 A. ALL DOORS/CLOSURES TO BE CHECKED, ADJUSTED, AND/OR REPLACED TO BE IN COMPLIANCE WITH ADA. Vancouver,WA B. ALL TENANT ENTRY DOORS TO RECEIVE A NEW DOOR WITH MORTISE LOCKSET AS DETERMINED BY LANDLORD. EX EXISTING 360.695.7879 C. ALL SECONDARY DOORS TO HAVE DEADBOLTS REMOVED, INSTALL COVERPLATES OR CHANGE DOORS AS FF FACTORY FINISH AVAILABLE. FG FULL GLAZED VISION PANEL Seattle, WA D. ALL DOORS, FRAMES AND HARDWARE TO MATCH TENANT BUILDING STANDARDS. FL FLUSH 993 E. VERIFY DOOR HEIGHT DIMENSIONS. APPROXIMATE MEASUREMENTS BASED ON FIELD OBSERVATION. HMK HOLLOW METAL KNOCKDOWN www.mcknze.com F. NEW DOORS MAY BE PULLED FROM EXISTING BUILDING INVENTORY OR RELOCATED WITHIN SUITE WHERE S SC SOLIDAIN CORE WOOD POSSIBLE. M AC I< E N Z I E. DESIGN DRIVEN I CLIENT FOCUSED COMMENTS client 1. NEW RATED DOOR AT EXISTING RATED CORRIDOR. 2. RELOCATED DOOR, FRAME AND HARDWARE IF FEASIBLE. PROVIDE NEW IF REQUIRED. FINISH LEGEND SHORE STEIN N. WALL E. WALL S. WALL W. WALL CEILING ROOM FLOOR MAT'L BASE MAT'L CEILINGL L NO. ROOM NAME FINISH FINISH MAT MAT'L MAT'L MAT MAT'L HEIGHT COMMENTS FINISH FINISH FINISH FINISH FINISH 501 ENTRY EXIST EXIST EXIST EXIST EXIST -- EXIST EXIST — 502 RECEPTION EXIST EXIST/RB -- EXIST GB/P P EXIST EXIST — Project 503 BREAK VCT EXIST/RB GB/P EXIST GB/P GB/P EXIST EXIST — TRELLEBORG 504 OFFICE EXIST EXIST/RB GB/P EXIST EXIST -- EXIST EXIST — SUITE 571 505 OPEN OFFICE EXIST EXIST EXIST GB/P EXIST EXIST EXIST EXIST — TENANT IMPROVEMENT 506 OFFICE EXIST EXIST EXIST EXIST EXIST EXIST EXIST EXIST — 507 OFFICE EXIST EXIST EXIST EXIST EXIST EXIST EXIST EXIST — 3LN 508 CONFERENCE EXIST EXIST/RB GB/P GB/P EXIST EXIST EXIST EXIST — 10220 GREENBURG ROAD 509 OPEN OFFICE EXIST EXIST/RB GB/P GB/P -- EXIST EXIST EXIST — TIGARD, OREGON 510 OFFICE EXIST/CPT EXIST/RB GB/P GB/P EXIST GB/P EXIST EXIST 1 511 OFFICE EXIST EXIST EXIST EXIST EXIST EXIST EXIST EXIST — 4 64 144) 512 STORAGE EXIST EXIST/RB EXIST GB/P EXIST EXIST EXIST EXIST — �� 3041 513 SERVER EXIST EXIST/RB EXIST EXIST EXIST GB/P EXIST EXIST — g' PETER P. ALTO n FINISH SCHEDULE NOTES: ABBREVIATIONS: �'"7 A. ALL INTERIOR FINISHES BUILDING STANDARD TO MATCH EXISTING, COLORS TO BE COORDINATED WITH TENANT. EXIST EXISTING • • B. PATCH AND REPAIR ALL EXISTING WALLS WHERE AFFECTED BY NEW WORK. PAINT NEW WALLS ONLY AND/OR GB GYPSUM BOARD 014,1,...y.4 D, OREGON ,� WALLS/ROOMS WHERE AFFECTED BY CONSTRUCTION TO MATCH EXISTING. P PAINT �1 C. PROVIDE NEW VCT AT BREAK AND RUBBER BASE AT NEW WALLS ONLY EXISTING FLOORING TO REMAIN, UNLESS RB RUBBER BASE OF 0 NOTED OTHERWISE. FINISH SCHEDULE COMMENTS: 1. PATCH AND REPAIR CARPET WHERE AFFECTED BY DEMOLITION, TO MATCH EXISTING. © ALMRIGHTSIRESERVED THESE DRAWINGS ARE THE PROPERTY OF MACKENZIE AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, I SCHEDULE OF INTERIOR FINISHES WITHOUT PRIOR WRITTEN PERMISSION I REVISIONS: CPT-1: TO MATCH EXISTING SUITE STANDARD Z0 ins REVISIONS REVISION DELTA VCT-1: TO MATCH EXISTING SUITE STANDARD '-,n. SHEET CLOSING DATE PL-1: (VERTICAL SURFACE) TBD • PL-2: (HORIZONTAL SURFACE) TBD • I P-1: TO MATCH EXISTING SUITE STANDARD RB-1: TO MATCH EXISTING SUITE STANDARD I * NOTE: SATIN WASHABLE FINISH AT WALLS. FINISH TO HAVE A MASTER I I PAINTER INDEX OF 3 WITH A GOOD SCRUB RATING AND SHEEN . AT 15%-25% AT 60 DEGREES. , , SHEET TITLE: SCHEDULES , DRAWN BY: YNJ CHECKED BY: MRT, PPA SHEET: A6 .1O , , JOB NO.2150952.28 , PERMIT SET: 11/07/2018 *215095228* C:\TEMP\ACPUBLISH_7012\28-A6.10.DWG KGB 11/07/18 11:27 1:96.00