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Plans (13) BU P2018-00280 OWNER SHORENSTEIN REALTY SERVICES E ± M COMPANIES MI ROB FABIAN — PROJECT MANAGER — CONSTRUCTION • RFABIAN@SHORENSTEIN.COM `�. 5335 MEADOWS ROAD, SUITE 275 SW Locust Street _ _ _ LAKE OSWEGO, OREGON 97035 Architecture Interiors -) i"44994 a a � ° • 0 0o Do- 8 o L PHONE (503)412-4844 I llllllllllll41111 iy O ��� _ = 11111 li ' illll WWII , . _ Planning Engineering I116 11 { , _. , 4 _ = �HHfi�Wiii�i � 1H{WHii �a GENERAL CONTRACTOR RECEIVED a _ II tf IfI '� I�'` =, , ff ii��,JJ JJ qq OCT - 9 2018 fl STRUCTURED PARKING — TENANT IMPROVEMENT 0 - p j�}� ���i I RUSSELL CONSTRUCTION Y;o a _. o r s�=:�• u CITY OF TIGARD o © 0 a c = ,_ �� ' I DONN STURDIVANT/ARNE WAYRYNEN BUILDING DIVISION Portland, OR T" ' ` ' ` - - DSTURDIVANTC�RUSSELLCON5TRUCTION.COM 2 LINCOLN#7 u{IIA-Frif+if7'iikull{ ' SUITE 100 �. `, _a ' �f 20915 SW 105TH AVENUE 503224.9560 A ._ IIIIIIIII '.... J n /'111111111E1lIIII;IIFIIIIIII� mi i i 1 I I I I I I ITrfifitur TUALATIN, OREGON 97062 __ ■ L PHONE (503)692-9002 Vancouver, WA l[ . it 3Seat , WA 5.7879 ,V.-:-_... o �: I -- �-�-1-�I � � ,-� 1220 SW GREENBURG RD,4 LINcoLN �'�°r 206.749.9993 ° �° '� t. LEGEND OFFICE-COPY �' '�,� � ". ,' � %..� .�:��1• _ � � � � � www.mcknze.com r,., _ _ _ TIGARD, �REGaN CM(OgTIGARD LOB ER .\--------------) '; - c c --- EXISTING CONSTRUCTION TO BE DEMOLISHED REN u lW " FOR CODE COMPLIANCE MACKENZIE i 71 - • • - 5s' APPro CO 1 — r II LINCOLN - x_ i\J 1 t I� ,K, © _ , DESIGN DRIVEN I CLIENT FOCUSED Y OTC. . I- I EXISTING WALL TO REMAIN - Client .f��l f�.` _ .•.�• ,1 =••• '--�°. I NEW WALL TO UNDERSIDE OF GRID, SEE 4/A5.20 Permit#s . ogP;?j/x-i pWo` _ Aaaresa `tc,a�n � w r-i-f e e.n ial46 r d �`\\\\\ � `1i : i• 0 ` r _ _l I1 I EXISTING 2 HOUR RATED WALL TO REMAIN INDEX OF DRAWINGS sty#t If ro ..r s Dater L " Ij IMO i = EXISTING 1 HOUR RATED WALL TO REMAIN G0.01 TITLE SHEET, SITE PLAN, KEY PLAN, CODE SUMMARY, LEGEND AND NUIES 1 ''•� I �, 9 - .._ .1 nIZ .Ill1 ; - . SHORE STEIN /Ili 1111111111111111 : r a •- EXISTING DEMISING WALL TO REMAIN A1.10 DEMOLITION PLAN, PARTIAL FIRST FLOOR PLAN AND NOTES . .N e, 11{11Il1] C I ' AlIIIIIIIII _ I AREA OF WORK ® NEW BASE FEED, (1) CIRCUIT PER (4) WORKSTATIONS 11 DEMOLITION REFLECTED CEILING PLAN, REFLECTED CEILING PLAN AND NOTES / tw@Tn 's / - • orf _ A4.10 CABINETRY ELEVATIONS, DETAILS AND SCHEDULES ^� �+:�I - '� EXISTING QUADRUPLEX OUTLET A5.20 DETAILS I , _ _II_ I I I I I I I 1 1 NINN Hiuil Illullliili l — l a PLAZA 3s _-- : = I 1. _ I I ti #tib { 11 i I = NEW DEDICATED QUADRUPLEX OUTLET SCOPE OF WORK Project PARKING 1 STRUCTURED 9 AI EXISTING OUTLET AND TELEPHONE/DATA ROUGH IN LOCATION THE SCOPE OF WORK FOR THE PROJECT INCLUDES INTERIOR TENANT IMPROVEMENTS E + M COMPANIES - I i I = 1 I I _ °r' FOR AN APPROXIMATELY 3,082 SQUARE FOOT TENANT ON THE FIRST OF SIX FLOORS. e NEW OUTLET AND VOICE/DATA ROUGH IN LOCATION WORK TO INCLUDE DEMOLITION, NEW WALLS, DOORS, NEW CABINETRY AND NEW FINISHES. SUITE 100 —IIIHI IIIIIIIIIIlll WHIP 7111111111111i11i11111111i1111111i111I 5W Oak Street EXISTING COVERPLATE EXISTING LIGHT SWITCH TENANT APPROVAL' zs0. �s oo 20'0' i, NEW LIGHT SWITCH WITH OCCUPANCY SENSOR 10220 SW QREENBURQ RD FIRE STROBE DESIGN/CODE DATA , OREGON ` FS 1 SITE PLAN FE 8 FIRE EXTINGUISHER GOVERNING CODE: 2014 OSSC a GO.• OO EXISTING THERMOSTAT OCCUPANCY: B , •, CONSTRUCTION TYPE: I—B TRUE PLAN CI KEY NOTE FOR REFERENCE TENANT AREA (APPROX): APPROX. 3,082 S.F. • •1� NORTH NORTH OCCUPANCY LOAD: 31 • . D1 AREA OF WORK INTERIOR ELEVATION FOR REFERENCE ;�� ' W 1 REQUIRED EXIT, 1 EXIT PROVIDED AT OFFICE AREA , •r i N ,��' GO • A .. t . Q ._. .._ ___. . . .__ I 100A DOOR NUMBER SYMBOL CONFERENCE ROOM 576 SF, 1 EXIT PROVIDED EXIT REQUIRED EXIT ALL EXITS ARE EXISTING AND HAVE APPROPRIATE EXIT SIGNAGE ��.,� ,.._. _ BUILDING IS FULLY SPRINKLED AND HAS NFPA SMOKE DETECTION OF Q i� i� LONGEST COMMON WITH ON SITE EMERGENCY GENERATOR FOR FIRE, LIFE/SAFETY BACKUP POWER �:I ? PATH OF EGRESS ALIGN FACE OF FINISH WITH FACE OF FINISH SEPARATE PERMIT MACKENZIE SER TRAVEL = 84'-2" © ALL RIGHTS RESERVED EXIT II2014 OSSC SECTION 107.3.4.2 EXISTING 2X2 CEILING GRID (separate permit by others) THESE DRAWINGS ARE THE PROPERTY 7 fl FIRE SPRINKLEROF ■ J 1FIRE ALARM WITHOUT PRIOR AWRITTEN PERMISSION USED OR REPRODUCED IN ANY MANNER, • DEMOLISHED 2'x4' LIGHT FIXTURE MECHANICAL 7_1- , DO 0 DEMOLISHED RECESSED CAN LIGHT FIXTURE ELECTRICAL REVISIONS: =— 1E '� 1 PLUMBING o ■I �� , EXISTING 2x4 LIGHT FIXTURE TO REMAIN --- REVISIONS REVISION DELTA ■ I ■ ■ , EXIT ILLUMINATION I I CONFERENCE ROOM 5� THIS CLOSING DATE wW � �` LONGEST EGRESS ��� EXISTING 2'X2' LIGHT FIXTURE TO REMAIN NOTE: DESIGN BUILDERS FOR FP. ARE FULLY RESPONSIBLE FOR THE DESIGN OF THESE �o SHEET — ° 'I / PATH SYSTEMS/COMPONENTS. THESE SYSTEMS/COMPONENTS SHOWN ON DOCUMENTS ARE 1 � 1=---- TRAVEL = 47'-6" 0 EXISTING RECESSED LIGHT FIXTURE TO REMAIN SCHEMATIC ONLY: THEY ARE NOT INTENDED TO REPRESENT FINAL/CODE COMPLIANT + El, Ill DESIGN. PROVIDE DESIGN DOCUMENT SUBMITTAL TO ARCHITECT OF RECORD FOR REVIEW • I I _ �` (�1II NEW OR RELOCATED LIGHT FIXTURE PRIOR TO SUBMITTAL • • I �• ��� NEW 2'X4' 24—HR LIGHT FIXTURE , 1 - �� IVALUATION . 1 { l hild . EXISTING SUPPLY/RETURN VENT TO REMAIN_ HVALUATION OF WORK = $53,000 1 1 " ® EXISTING EXIT SIGN a EXISTING SPRINKLER HEAD - C ' BATT INSULATION CENTERED ON WALL CITY OF TIGARD SHEET TITLE: • -�- - - - m A roped b Plannin TITLE SHEET, - J PROPOSED EGRESS LIGHTING PATH, 1 FOOTCANDLE TO BE ®ate. IC)/ g 9 SITE PLAN, KEY PLAN, / CONFIRMED THROUGH DEFERRED SUBMITTAL CODE SUMMARY, I r lnitia!s LEGEND AND N\5 �- PROJECT GENERAL NOTES I NOTES �U A. THE DRAWINGS LOCATE PRODUCTS, SURFACES, AND MATERIALS AND THE NOTES CONVEY DESIGN INTENT. THE PROJECT INTENT IS TO PROVIDE FORA COMPLETE, WORKING SYSTEM. € . CI, 1 B. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE LATEST ADOPTED BUILDING CODE EDITION, AND TO CONDITIONS AND SPECIFICATIONS OF ALL GOVERNING AUTHORITIES. ■ 1 ~� 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 CORRECTION j WORK REQUIRED AS A RESULT OF NOT REPORTING SUCH DISCREPANCIES SHALL BE PERFORMED AT NO ADDITIONAL COST TO THE OWNER. AD. CONTRACTOR AND SUBCONTRACTORS SHALL CAREFULLY EXAMINE THE SITE AND THE CONSTRUCTION DOCUMENTS OF THE ENTIRE WORK. INCONSISTENCIES IN THE PLANS OR SPECIFICATIONS SHALL BE CALLED DRAWN BY: KGB • ; • r • TO THE ATTENTION OF MACKENZIE. LIE. REFER TO ENLARGED PLANS AND ELEVATIONS WHERE INDICATED FOR ADDITIONAL INFORMATION. ENLARGED PLANS TAKE PRECEDENCE OVER PLANS OF SMALLER SCALE, AND DETAILS TAKE PRECEDENCE OVER CHECKED BY: MRT, PDK PLANS. IN THE CASE OF A CONFLICT, THE HIGHEST COST OPTION SHOULD BE PRICED. ` F. DETAIL REFERENCES SHALL BE APPLIED TO ALL INSTANCES WHERE THE SAME CONDITIONS OCCUR, UNLESS NOTED OTHERWISE. SHEET: 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, H. DO NOT SCALE DRAWINGS. I. CUTTING AND DRILLING OF STRUCTURAL MEMBERS NOT DETAILED REQUIRES THE WRITTEN PERMISSION OF THE STRUCTURAL ENGINEER OF RECORD. 01 , GO K. 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 ■ 2 KEY PLAN NTS RECYCLING/RE-USE OF DEMOLITION DEBRIS. 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 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. 030.1 FIRST FLOOR L. ALL DESIGN—BUILD ITEMS, SYSTEMS AND ELEMENTS ARE TO BE SUBMITTED FOR REVIEW AND APPROVED BY MACKENZIE. 2150951.48 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 JOB N0. TRUE PLAN OWNER. NORTH NORTH PERMIT SET: 10/05/2018 215095148\4_DRAWINGS\ARCHITECTURAL\48-G0.01.DWG KGB 10/04/18 15:32 1:96.00 GENERAL DEMOLITION NOTES Architecture Interiors A. REMOVE EXISTING FLOORING THROUGHOUT. PATCH, REPAIR AND PREP SUBSTRATE AS Planning Engineering REQUIRED TO RECEIVE NEW FINISHES. SEE SHEET A4.10 FOR FINISHES. B. THE CONTRACTOR SHALL CAREFULLY EXAMINE CONSTRUCTION DOCUMENTS FOR THE WORK. ANY CONFLICTS, INCLUDING BUT NOT LIMITED TO BUILT CONDITIONS OF M.E.P. IN THE PLANS SHALL BE CALLED TO THE ATTENTION OF THE ARCHITECT/DESIGNER, SO THAT THE CLARIFICATION CAN BE ISSUED. C. SALVAGE ALL DEMOLISHED COMPONENTS AS POSSIBLE. RETURN TO LANDLORD FOR Portland, OR FUTURE USE. 503.224.9560 D. SAVE AND RECYCLE DEMOLITION DEBRIS WHERE POSSIBLE. COORDINATE WITH CITY OF Vancouver,WA TIGARD REQUIREMENTS FOR RECYCLING DEMOLITION DEBRIS. 360.695.7879 E. CAP ALL ABANDONED PLUMBING, ELECTRICAL CONDUIT, AND OTHER UNDER SLAB UTILITIES AS REQUIRED. Seattle, WA F. RETAIN EXISTING FIRE EXTINGUISHERS FOR FUTURE USE. 206.749.9993 G. EXISTING STRUCTURE TO BE LEFT UNDISTURBED AND INTACT. PERFORM NO DEMOLITION www.mcknze.com THAT MAY COMPROMISE THE STRUCTURAL INTEGRITY OF THE BUILDING WITHOUT WRITTEN APPROVAL OF THE ARCHITECT/DESIGNER. MACKENZIE H. SALVAGE ALL EXISTING DOORS AND HARDWARE FOR RE—USE. I DESIGN DRIVEN 1 CLIENT FOCUSED _,_a,. - - - i, s\ - - - - - - I- - � � Client �. A: GENERAL NOTES _ 0 \, SERVER \; A. ALL EXISTING CONDITIONS TO REMAIN EXCEPT NOTED BELOW. CONFERENCE 102 B. DIMENSIONS REFLECT FACE OF FINISH TO FACE OF FINISH, UNLESS NOTED OTHERWISE. 101 I C. WALL THICKNESS ARE NOMINAL, UNLESS NOTED OTHERWISE. \, D. ALL INTERIOR WALLS TO GO TO UNDERSIDE OF GRID UNLESS NOTED OTHERWISE. SHORE s r E N ,- E. ALL INTERIOR DOORS TO BE SOLID CORE FLUSH WOOD DOORS TO MATCH BUILDING 1=1F STANDARD UNLESS NOTED OTHERWISE. 7,3 \ - - OFFICE \ F. OUTLETS INDICATED ARE EXISTING UNLESS NOTED OTHERWISE. SITE VERIFICATION HAS 103 i BEEN PERFORMED (ON 09/18/2017, WHILE OCCUPIED) AND SITE OBSERVATION PERFORMED 1 f ► CPT If E VD I t (ON 10/02/2018, WHILE VACANT). PLAN, ELECTRICAL AND CEILING INFORMATION HAS BEEN UPDATED (OBSERVATION IS LIMITED TO VISIBLE/ACCESSIBLE AREAS). CONTRACTOR Project .� _ — TO FIELD VERIFY AND CONFIRM ADDITIONAL REQUIREMENTS WITH TENANT. E '� M COMPANIES ' G. ELECTRICAL, DATA AND SWITCHING LOCATIONS INDICATED ARE SHOWN TO CONVEY SUITE i_ TI GENERAL INTENT ONLY COORDINATE ELECTRICAL/DATA SWITCHING REQUIREMENTS WITH *#2 i OFFICE TENANT AND PROVIDE DRAWINGS BY DEFERRED SUBMITTAL. h- ? H. FURNITURE IS SHOWN FOR SCHEMATIC PURPOSES ONLY. TENANT OR TENANT'S VENDOR TO '�' OPEN OFFIC 104 CONFIRM BUILT CONDITIONS FOR SPATIAL REQUIREMENTS AND FINAL LAYOUTS. ' i7 11O lab I. NO VOC PAINT SYSTEMS TO BE UTILIZED, TO INCLUDE PRIMERS AS WELL AS FINISH 2 I PRODUCTS. 2 L.NCOLN 1 44 v ; J. ALL DIMENSIONS SHOWN AS PLUS/MINUS (±) ARE FOR GENERAL LAYOUT AND REFERENCE 10220 SW ( NBUF�Q RD. H — nw>� ONLY. VERIFY AND CONFIRM ALL DIMENSIONS AND CONDITIONS PRIOR TO START OF WORK. TIGARD, OREGON = r lxci, NOTIFY ARCHITECT/ENGINEER OF ANY DISCREPANCIES PRIOR TO START OF WORK. .1.-,': �P Ill I K. ADD SOUND INSULATION IN ALL NEW WALLS. ��cv CONFERENCE E:i it,;',: ! [... ....... ....I DEMOLITION KEYNOTES �� °1) �' 'T '' AA. REMOVE EXISTING DOOR AND HARDWARE. FRAME TO REMAIN. ., iik04*Ak..0.,,,,5„ f '� .. .� �iBREAK 1113ffill. KEYNOTE ' ° °" 1i15 —6 f 5.—p,. CONFERENCEIIII ?� OFO•14Z�':r ,i, CLR. 106 J 1. NEW UPPER AND LOWER CABINETRY, SEE ELEVATION 11/A4.10. CONFIRM CLEARANCE AS t REQUIRED FROM DOOR FRAME. 41)/\ ''11 '.II �'� poi �,� 2. NEW UPPER AND LOWER CABINETRY, SINK, AND DISHWASHER AT BREAK. RE-USE 'Q MACKENZIE 2018 HALL EXISTING PLUMBING, FLOODSTOPPER AND WATERLINE, IF FEASIBLE. PROVIDE NEW OR O 112 • • 1 ; C ALL RIGHTS RESERVED T Fz T MODIFIED AS REQUIRED. SEE ELEVATION 4/A4.10. RAISE EXISTING ELECTRICAL THESE DRAWINGS ARE THE PROPERTY I CD 8 —9 CURRENTLY LOCATED AT BACKSPLASH, TO BE ABOVE NEW BACKSPLASH. OF MACKENZIE AND ARE NOT TO BE _,4-a1 ¢ _ • ,i� 3. WORK STATIONS BY OTHERS. NEW ELECTRICAL AND DATA OUTLET LOCATION AT USED OR REPRODUCED IN ANY MANNER, , i ' ' °� OFFICE FURNITURE PANEL TO BE COORDINATED AND PROVIDED BY TENANT'S FURNITURE VENDOR WITHOUT PRIOR WRITTEN PERMISSION: 1107 I AS REQUIRED FOR COPIER. m t 4. PROVIDE NEW PAINTED 4X8 PHONE BOARD WITH (1) DEDICATED QUADRUPLEX OUTLET. REVISIONS: •+i.• COINFERENCE cv • HALL CONFIRM FINAL LOCATION AND SIZE WITH TENANT AND LANDLORD. °� REVISIONS REVISION DELTA II: 111 N 109 5. CENTER FLOORING TRANSITION WITH CENTER OF EXISTING DOOR FRAME. s THIS CLOSING DATE t o SHEET n,ri. OFFICE i 'WA 0 64: I r CPT TILE 111A XiS r • Ir 1 -1 �p Ps O `r = I yy- ,,� "Wy �. .... . — I I C 1 DEMOLITION PLAN C 2 PARTIAL FIRST FLOOR PLAN I . . - : A1.10 1/8,1_1'-0" A1.10 1/8"----1'-0" PLAN PLAN SHEET TITLE: NORTH NORTH DEMOLITION PLAN, PARTIAL FIRST FLOOR PLAN, AND NOTES DRAWN BY: KGB CHECKED BY: MRT, PDK SHEET: A1 .1O JOB NO. 2150951.48 PERMIT SET: 10/05/2018 215095148\4JRAWINGS\ARCHITECTURAL\48-A1.10.DWG KG8 10/04/18 15:28 1:96.00 1%1 10 Architecture ■ Interiors Planning Engineering Portland, OR 503.224.9560 Vancouver,WA 360.695.7879 Seattle,WA 206.749.9993 www.mcknze.com [1-1-7-1.*\ .,,- .I -� . GENERAL NOTES M ACKENZIE O ° . , 0 . ° ! \ �� 1 DESIGN DRIVEN ! CLIENT FOCUSED 7 j r A. SUSPENDED ACOUSTICAL TILE CEILINGS AT 10'-0 ± (EXISTING) AFF, UNLESS NOTED 0 I I \ 0 \ OTHERWISE. Client ° ki\ I # ° . B. FOR SMIC BRACING OF SUSPENDED CEILING AND INTERSTITIAL EQUIPMENT SEE DETAIL ° ° I C. DETECTORS ANDALL OTHER ## ### ! I I I C. CENTER ALL DOWN LIGHTS, FIRE SPRINKLER HEADS, SMOKE DETECT R o X \\\ X ° p 1 l , \ CEILING PENETRATIONS IN CENTER OF 2x2 TILE, UNLESS NOTED OTHERWISE. n /� I D. COORDINATE ELECTRICAL REQUIREMENTS WITH TENANT, ALL ELECTRICAL DRAWINGS WILL BE . / \ ca - - . -° 4 �\ BY DEFERRED SUBMITTAL. o R E STEIN ,_; :. ° ° E. HVAC CONTRACTOR TO PROVIDE FULL SHEET OF THE FLOOR AFFECTED UPON COMPLETION. o,/�y / . CONTRACTOR IS RESPONSIBLE TO PROGRAM THE OVERRIDE HVAC BUTTON. '` , /_./Jtt F. REPLACE DAMAGED AND SOILED CEILING TILES WHERE AFFECTED BY CONSTRUCTION TO ° ////f)77/ / �/ � i /! . : X## II MATCH EXISTING. L / J • `� G. LIGHTING LAYOUT IS SHOWN FOR PRELIMINARY DESIGN INTENT ONLY. FINAL LIGHTING LAYOUT 0 /ff TO BE PROVIDED BY THE ELECTRICAL CONTRACTOR AND IS DEPENDANT ON OREGON ENERGY LX :, ° Com/ CODE ALLOWANCES AND EXISTING BUILDING INFRASTRUCTURE IN CEILING. ELECTRICAL Project ! CONTRACTOR TO REVIEW ALL REQUIRED LIGHTING LEVELS AND DISTRIBUTION AND NOTIFYCOMPANIES X ./`'' .- I I I IILX � _ / �I _ E + M MP Y ° ARCHITECT OF ANY CONCERNS OF FOOTCANDLES OR FIXTURE PLACEMENT/LOCATION WITHIN SUI1�E 100 �,�_e• (I . �— --_- / ANY AREA OF THE SPACE. CONFIRM NEW LIGHT FIXTURE PLACEMENT DOES NOT INTERFERE c. X ° / � , Y WITH NEW WALL CONSTRUCTION AND SAT MAIN GRID LINES, RELOCATE IF REQUIRED. FINAL / LAYOUT TO BE REVIEWED AND APPROVED BY LOCAL JURISDICTION THROUGH DEFERRED 0 / SUBMITTAL. OOLN 0 X ` ' , r X4 /f/°)' 3 f/// IIIf 2L�0SW / KEYNOTES �. 0 Il �� Y j � 1. EXISTING SAT MAIN GRIDLINE, TYPICAL, AS IDENTIFIED DURING SITE OBSERVATION. ;_, 4 ## I4 � ## � OBSERVATION IS LIMITED TO VISIBLE IDENTIFICATION OF CONSISTENT MAIN LINES. ANY X / ( //X VARIATIONS TO BE CONFIRMED ON SITE BY CONTRACTOR. • I ° /� ° �/ ` �� 2. PROVIDE SOUND ATTENUATION BATT ABOVE CEILING TILES, 4'-0" CENTERED ON WALL ® ® � ,-/AIL‘ AT ALL NEW CONFERENCE ROOM WALLS. leV '/ / - 3. EXISTING LIGHT FIXTURES TO REMAIN. RELOCATE EXISTING CEILING COMPONENTS AS 1 �� I, ///,/' ` REQUIRED PER DEMOLITION AND NEW CONSTRUCTION. CONTRACTOR TO PROVIDE NEW o o i o f o o A.,� � LAYOUT AS REQUIRED OF EXISTING LIGHT FIXTURES IN OPEN OFFICE, CONFERENCE, � # 14X /A\ / TRAINING ROOM AND HALLS. DESIGN INTENT IS TO RE-BALANCE EXISTING LIGHT .4.:fl ` NI . _ ,- _' �# , �` /\) ' V �# FIXTURES PER THE NEW FLOOR LAYOUT. �.4.r i, ; �� 1: oLi.„ # ° \ ■: `�,O`.'�p�' ° �:; ,- ' # ° h © MACKENZIE 2018 ALL RIGHTS RESERVED . . . ._ _:__, :::::..• • .::: ji_ . � THESE DRAWINGS ARE THE PROPERTY II 1 X # TC; X -4 .._ ! I OF MACKENZIE AND ARE NOT TO BE X I I USED OR REPRODUCED IN ANY MANNER, 0 X � I � � � 11, .. 7##: I p pr `� REVISIONS: II # t. • X "I '\ X I1 11 5-� REVISIONS CLOSI G DELTA X## ..., '- - X ' s T T�. �' II 5 THE CLQ51lJG DATE l ;` wo SHEET • \ . IIS / I . iN&r:i DEMOLITION REFLECTED CEILING PLAN f 2 REFLECTED CEILING PLAN • A1.11 1/8„-1'—o” A1.11 1/8„=1'-0” PLAN PLAN NORTH NORTH • , SHEET TITLE: DEMOLITION REFLECTED CEILING PLAN, REFLECTED CEILING PLAN AND NOTES DRAWN BY: KGB CHECKED BY: MRT, PDK SHEET: A 1 .1 1 . , JOB NO. �p 2150951.48 , PERMIT SET: 10/05/2018 •215095148* C:\TEMP\ACPUBLISH_7528\48-A1.11.DWG KGB 10/04/18 15:35 1:96.00 NOTES: A. FINISH ENDS, TYP E. SHIM AS REQUIRED B. CONFIRM REQUIREMENTS AND SIZES F. ALL CABINET FACES AND DOORS, PL-1 FOR ALL EQUIPMENT/APPLIANCES G. ALL EXPOSED EDGES AT DOORS AND PRIOR TO CONSTRUCTION OF SHELVING TO BE P-LAM TO MATCHM. CABINETRY ADJACENT VERTICAL SURFACES C. ALL COUNTER TOPS, EDGES, AND BACKSPLASHES, PL-2 D. CONTRACTOR TO PROVIDE DEDICATED OUTLET FOR BLACK GE #GLDT690JBB ADA DISHWASHER Architecture • Interiors 8 0 Planning • Engineering 1ST lir . 4 CEILING (4) EQ .' / REFRIGERATOR, NIC --\ 9'-5" Portland,OR V.I.F. \ 503.224.9560 i _^ _ �. _ �. z\_. Vancouver,WA INSULATED - - ti u- .r 'c 360.695.7879 — ___,_ _ _ _Z EXPOSED PIPES ( NU/ \LY \1Y \LY _� Seattle,WA PER ADA CODE I I o 206.749.9993 PROVIDE I 1 0 DISHWASHER I ^ www.mcknze.com OPEN BELOW PERI I � - ,e . ADA CODE -r _i_____:_÷.. _ 7 MACKENZIE. DESIGN DRIVEN I CLIENT FOCUSED �-1 ri - _ `�', . I Client 3'_0" 2'-8"f 2'-6"± 2'-9" '_0" CLR. � CLR. N A. NORTHWEST ELEVATION B. NORTHEAST ELEVATION N 1 4 CABINETRY ELEVATION > SHORE S T E N . 410 © BREAK 113 1/4"=1'.-0 J SCHEDULE OF INTERIOR FINISHES w 13" CLR. 13" CLR. U.N.O. / " U.N.O. I , CPT-1: BUILDING STANDARD CARPET TILE, TBD (2) ADJUSTABLE MELAMINE t (2) ADJ. Project LVP-1: BUILDING STANDARD LUXURY VINYL PLANK, TBD > _ SHELVES, TYP ' MELAMINE SHELVES E + M COMPANIES PL-1: PLASTIC LAMINATE, CABINET FACES AND DOORS, TBD w J - - SUS 100w _ Lu I ' P-LAM FACES PL-2: PLASTIC LAMINATE, COUNTERTOPS, EDGES AND BACKSPLASHES, TBD i iiiw P-1: GENERAL PAINT, TBD °I UPPER CABINETS, DEPTH 2 LWCOLN MAY VARY AS REQ'D, I I { 10220 SW GRE�URG RD. RB-1: RUBBER BASE, TBD > 25" P.L. TOP SEE CASEWORK ELEVATIONS TIGARD, OREGON • w U.N.O. >LAJ 25" P.L. TOP I l SIDE SPLASH WHERE DOOR SCHEDULE HARDWARE GROUPS w (r) 1 -5 MAX 4" BACKSPLASH, RETURN w OD OCCURS 4 • , , AT END WALL CONDITIONS w DOOR DOOR DOOR FRAME HARDWARE ' TO FAUCET' N - P-LAM COUNTER TOP AND , NO. OPENING SIZE THK I TYPE I MAT'L I FINISH MAT'L I FINISH DETAILS GROUP RATING COMMENTS H-1: PASSAGE CONTROLS _ �� SPLASH WITH SELF EDGE �,` 1` K� ,� EXIST PR3'-0x8'-3" EXISTING DOOR 1 LATCHSET. F75 GRADE 1, �— ` . I ;n ` �,I •DRAWER AS OCCURS IN !T �i EXIST 3'-0x8'-3" EXISTING DOOR 1 BUTTS, SEAL, STOPS _, �� ♦ WRAP ALL EXPOSED PIPE , 4, ELEVATION " PER CODE ' (1) ADJ MELAMINE 9P0 ''ID, i RE ON _i IIIA 3'-0x8'-3 1-3/4" FL SC S HMK FT 8/A5.20 H-1 - - , 8" > I SHELF, NO DRAWER OR • 1 v U Li SHELF AT SINK LOCATIONr 1118 3'-0x8'-3" 1-3/4" FL SC S HMK FT 8/A5.20 H-1 - - �� .. '-z Z 0 w = OF O 113A 3'-0x8'-3" -- -- -- -- EXIST EXIST -- -- - 2 N w I f cr I , 2018 GENERAL NOTES _ i � N to a �' P-LAM a © MACKENZIESSER ABBREVIATIONSOPEN BELOW PER CODEII ? ALL RIGHTS RESERVED 61e_ >iN,..,./.'1 THESE DRAWINGS ARE THE PROPERTY RUBBER BASE I OF MACKENZIE AND ARE NOT TO BE A. ALL DOORS/CLOSURES TO BE CHECKED, ADJUSTED, AND/OR REPLACED TO BE IN COMPLIANCE WITH ADA. °' Z USED OR REPRODUCED IN ANY MANNER, B. ALL DOORS, FRAMES AND HARDWARE TO MATCH SUITE STANDARDS. EX EXISTING •, ., '� WITHOUT PRIOR WRITTEN PERMISSION C. VERIFY DOOR HEIGHT DIMENSIONS. APPROXIMATE MEASUREMENTS BASED ON FIELD OBSERVATION. FF FACTORY FINISH 2'-O" z �' , D. NEW DOORS MAY BE PULLED FROM EXISTING BUILDING INVENTORY OR RELOCATED WITHIN SUITE WHERE FL FLUSH ,' N ,+ 2'-O" o REVISIONS: POSSIBLE. HMK STAIN HOLLOW METAL KNOCKDOWN . — F I _ I I CABINET SECTION W ( \ CABlNET SECTION 0 ZQ SC SOLID CORE WOOD N " LU sw THIS CLOSING DATE DELTA COMMENTS 4.10 TYPICAL 3/4 =1 -O co 410 TYPICAL 3/4 =1 -0 Q �4 SHEET U U • 1. EXISTING DOOR TO REMAIN. • NOTES: ' • 2. REMOVE EXISTING DOOR AT BREAK 113. EXISTING FRAME TO REMAIN IN PLACE. PATCH HOLES IN FRAME AS REQUIRED. A. FINISH ENDS, TYP D. ALL EXPOSED EDGES AT DOORS AND SHELVING TO BE I ' B. SHIM AS REQUIRED P-LAM TO MATCH ADJACENT VERTICAL SURFACES. I 1 �— FINISH LEGEND C. ALL CABINET FACES AND E. PROVIDE (4) DOORS AND ADJUSTABLE, HEAVY DUTY DOORS, PL-1 MELAMINE SHELVES N. WALL E. WALL S. WALL W. WALL CEILING ROOM FLOOR MAT'L BASE MAT'L , CEILING I NO. ROOM NAME FINISH FINISH MAT'L MAT'L MAT'L MAT'L MAT'L HEIGHT COMMENTS FINISH FINISH FINISH FINISH FINISH _ _ _ _ _ _ _ 101 CONFERENCE CPT RB P P P P EXIST EXIST - SHEET TITLE: 102 SERVER CPT RB P -- P P EXIST EXIST - (4) HEAVY DUTY CABINETRY 103 OFFICE CPT RB P -- P P EXIST EXIST - CEILING ADJUSTABLE 12 /, ELEVATIONS, 104 OFFICE CPT RB P -- P P EXIST EXIST - wig - _-- _ - ' SHELVESE DETAILS AND 105 CONFERENCE CPT RB P -- P P EXIST EXIST - -• / w SCHEDULES 106 CONFERENCE CPT RB P -- P P EXIST EXIST - ---/--\- ----7Z- -\--- w 107 OFFICE CPT RB P -- P P EXIST EXIST - / -_-\ /--- \ N J o 108 OFFICE CPT RB P -- P P EXIST EXIST - I J PL-1 _ _ P-LAM FACES ' 109 HALL CPT RB -- P P GB/P EXIST EXIST - , - --- -LJ DRAWN BY: KGB 110 OPEN OFFICE CPT RB P P GB/P P EXIST EXIST - -I / \ / r - 111 CONFERENCE CPT RB GB/P GB/P P P EXIST EXIST - N - \ f Qm CHECKED BY: MRT, PDK 112 HALL CPT RB P P GB/P P EXIST EXIST - V V Y SHEET: ., , , 113 BREAK LVP RB P P P P EXIST EXIST - (2) EQ FINISH SCHEDULE NOTES: ABBREVIATIONS: 9'-8"± ~ A. ALL INTERIOR FINISHES BUILDING STANDARD, COLORS TO BE COORDINATED WITH TENANT. CPT CARPET TILE / RUBBER BASE I IiA4•1O B. PATCH AND REPAIR ALL EXISTING WALLS WHERE AFFECTED BY NEW WORK. PAINT NEW AND EXIST EXISTING EXISTING WALLS. GB GYPSUM BOARD \ X `�1ti w C. PROVIDE NEW BUILDING STANDARD CARPET TILE THROUGHOUT, UNLESS OTHERWISE NOTED. PROVIDE P PAINT >- _ 2'-0" �T' co v IJOB NO. NEW BUILDING STANDARD LVP AT BREAK 113. LRBV RUBBER BASE 6i) CABINETRY ELEVATION 12 CABINET SECTION 21 51.`�s LVP LUXURY VINYL PLANK v4 © CONFERENCE 111 Var.-T-(3" 4.10 TYPICAL 3/4"=1'-0t'LHMI I 5t I . 10/U0/r2018 *215095148* C:\TEMP\ACPUBLISH_7528\48-A4.10.DWG KGB 10/04/18 15:35 1:96.00 FLOOR OR ROOF STRUCTURE .. POP RIVET RUNNER TO WALL ANGLE AT 2 BERC 2 8" MAX. ADJACENT WALLS, FASTEN CLOSURE ANGLE WITH #6 CLIP SCREWS DIRECTLY TO WALL FRAMING OR PROVIDE STRUT STABILIZER BAR BETWEEN ALL MEMBERS AT PERIMETER � STABILIZER BAR ATTACH STUD TRACK ADDITIONAL #12 WIRE SUPPORT AT ALL MEMBERS �kt \ / THROUGH GRID TO WITHIN 8" OF PERIMETER 4% % % % % \ \ / BRACE ABOVE M. 0 —LATERAL BRACING WITH APPROVED WEARTICAL • • • SUSPENDED CLG / / COMPRESSION STRUT AT 12 -0 OC WAY 2" / ASSEMBLY \ / / Architecture • Interiors OU OF PLUMB �COUNTERSLOPE HANGERS IF MORE THAN 1 6 T c • • p4. .c‘ \ v \ /� f 45. Planning • Engineering \ \ // // N. ATTACHEDWALL" '° Q.• • �� CUT TILE FOR TIGHT 1 AL STUD BRACING TO FLOOR OO FIT AT WALLS j UCTURE AT 8'-0" OC W/ (2) #8 OC�NQ®QE AT WALL NT$ ET METAL SCREWS AT EACH END. • NOTE: FOR UNATTACHED WALLS PROVIDE ACASING BEADi D SIZING PER SPAN TABLE. Portland,OR O r` ` ► 3/4" GAP BETWEEN EDGE OF ANGLE AND CLIP USG 200—A CING TO BE PROVIDED WHERE 503.224.9560 — DO NOT SCREW SERC 2 CLIP TO TRACK SOUND ATTENUATION TANCE BETWEEN PERPENDICULARVancouver,WA ` ERSECTING WALLS OR HORIZONTAL 360.695.7879 TABLE MAX. LENGTH AT ALL NEW WALLS, TYP. CING BETWEEN WALLS EXCEEDS Seattle,WA ..,,1 ` CROSS RUNNERS FIT BETWEEN MAIN RUNNERS 1/2" 8'-0" OC 206.749 9993 MAIN RUNNERS AT 4'-0" OC SUPPORT WITH #12 DIA CONDUIT EMT 5,-10 1 dA 3(4" DIA CONDUIT EMT) 7'-8" i.- www.mcknze.com 6'-0" MAX WIRE AT 4'-0" OC OR WITH 110 WIRE AT 5'-0" OC EAS WAY 1 ' DIA CONDUIT EMT) 9'-9" METAL STUDS SEE WALL HEIGHT / / LATERALLY BRACE MAIN RUNNER TO STRUCTURE AT 12—0 OC GYP BD EA SIDE—- - SGL 1625125-33 MTL STUD 12'-0" TABLE FOR GAUGE AND SPACING MACKENZIE. �r-- EA WAY. BEGIN BRACING WITHIN 6-0 OF PERIMETER AND 2" FROM CROSS MEMBER IN AREAS GREATER THAN 1,000 SF (1-5/8"x2OGA) ... -•- , „ CONT ACOUSTIC SEALANT EA DESIGN DRIVEN I CLIENT FOCUSED NO1"t: BACK TO BACK 162S125-33 15'-0" SIDE AGAINST TRACK NO Client SECURE ALL HANGERS TO BLDG— MTL STUDS (1-5/8"x2OGA) '" SEALANT AT SIM COND ALL GRID MEMBERS AND CONNECTION DEVICES TO BE OF AN STRUCTURE. TRAPEZE DUCT WORK I . — APPROVED TYPE AND HAVE A 180,E CAPACITY. ALL LATERAL BRACING SGL 250S125-33 MTL STUD 13'-6" 1/2" MAXI— WIRES TO HAVE A 200# CAPACITY. AND OTHER LARGE OBSTRUCTIONS (2-1/2"x20GA) BOTTOM TRACK TO FINISH SUSPENDED CEILING BRACING TO COMPLY WITH ASCE7, ASTMC635, BACK TO BACK 250S125-33 15'-0" CONCRETE SLAB FLOOR W/ POWDER DRIVEN ASTMC636 AND ASTME580 MTL STUDS (2-1/2"x2OGA) o ANCHORS AT 4'-0" OC 3 CEILING BRACING 4 NON—BEARING WALL z SHORE S T E I N SUSPENDED a , NOTE: PROVIDE SEISMIC SEPARATION JOINTS IN CEILINGS GREATER NTS 2 . 5 21 AT FLOOR AND SUSPENDED CEILING 3"=V—On Q THAN 2,500 SF. PROVIDE HEAVY DUTY GRID SYSTEM. cc , Project E + M COMPANIES SUITE 100 • SOUND ATTENUATION BATT ---• AS OCCURS . GYP BD WALL AS OCCURS 2 LJNOOLN NW._ 10220 Sw RD. : TIGARD, OREGON R . 1 , :7 DOUBLE STUD AT JAMB, TYP 1 , • TIMELY FRAME; f� 'ii CZ MATCH BLDG STD /' ?f 3'OR �, tGON it,, OF - W © MACKENZIE 2018 ALL RIGHTS RESERVED THESE DRAWINGS ARE THE PROPERTY OF MACKENZIE AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION , REVISIONS: 8 TYP INTERIOR DOOR Z REVISIONS REVISION DELTA • Q: 5� THIS CLOSING DATE A 52, o HEAD SIMILAR 3"=i'-0" o W o SHEET • 0 . * 2 LINCOLN STUD SIZE: 2X" I I I I I LIMITING WALL HEIGHT TABLE • INTERIOR NON STRUCTURAL. WALLS L/240 @ 5psf I DESIGNATION SPACING MAX. WALL HEIGHT I 2505125-18 24" 8'-4" . 1 1 250S125-18 16" 9'-7" SHEET TITLE: 250S125-27 24" 9'-10" DETAILS 250S125-18 16" 11'-3" 362S125-18 24" 13'-5" 3625125-18 16" 14'-4" 362S162-33 16" 16'-5" 362S162-43 16" 18'-0" 600S162-33 16" 24'-6" 1 + WITERIOR NON STRUCTURAL WALLS DRAWN BY: KGB WITH CERAMIC TLE FACING L/360 ® 5psf 0CHECKED BY: MRT, PDK DESIGNATION SPACING MAX. WALL HEIGHT co SHEET: 362S125-18 16" 12'-4" 362S125-33 16" 14'-3" _ • CD w A5.20 WALL TABLES ARE BASED ON WALLS SHEATHED BOTH SIDES FULL HEIGHT WITH I 1/2" GYPSUM BOARD ATTACHED WITH #6 SCREWS MIN. AT 12"-0" O.C. MAX. d , 3 JOB N0. 2150951.45 12 WALL HEIGHT TABLE , 5.26 IPi-iMII bI I : 1U/0W2018 .215095148. C:\TEMP\ACPUBLISH_7528\48-A5.20.DWG KGB 10/04/18 15:35 1:96.00