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Plans (7) B U P2017 - 00291 CITY OF TIGARD REVIEWED FOR CODE COMPLIANCE Approved: I ,A( .6 1g3 OTC: 'fJ ] CORVEL CORPORATION �.---.._.___._ _ - ` ___ Address: r sw LoCusI S I��o b G r ee n t v r� R d17,1 \ir ami��a z"0 0 __ _.o - -.� '- _ (1 SL11 L' ' ,S Q 00 / � _ 4° !I 6,.\;, —, ? — _ i ill is�illiII 11141 — s1 -)- Date: �� �c�- 1� 5I ,,' :; ,71 � 1 4 ;E io Ii 11: :fi Architecture � Interiors ib '1'1. „ 1 '1' � 7alb o - �t4tN 11:n24)111.41 - OWNER Planning Engineering / r ,e� '--c[-.--_. ';1° =I� ”O BTRUGTUREI)PARKING = 1 1 ="4 4 ®- .- ° k 1 I5 -If 1TENANT IMPROVEMENT SHORENSTEIN REALTY SERVICES I ;! � -I ,..114 o-°, -,o O E - :/f,\Y 1}'lEII`�?I'l1:�1• \e f . 1 �1�11L - r 4., f, ROB FABIAN -- PROJECT MANAGER - CONSTRUCTION J I'1 `i'1d- we ,fn, .... ,l!'11, :11-<711iIi, d,l, a i1 L:l,! ,I; -►; ,,,1,1e f OFFICECOPY RFABIANc�SHORENSTEIN COM ,I 5335 MEADOWS ROAD, SUITE 275 LAKE OSWEGO, OREGON 97035 5 LINCOLt4Portland,ORRECEIVED -_ =` a ��, -1 I PHONE (503)412-4844 503.22 9560 i I r .-�� _r.)iii- ' : �. C� �3�!�i` AREA OF WORK �_—�� - :,, =- - f.., __.\ crip,/ , a ,..si,E,, ,..,. . „fa\ , .0 : , ,.-L-- __ 1,- r2, „,/, 10200 SW GREENBURG RCD GENERAL CONTRACTOR NOV 2 2017 Vanco36o`uveruver, A WA 7879 --- Seattle WA ff, rf N} f', f so:. > - ; _ 1T= y e / RUSSELL CONSTRUCTIONDIVISION206.749.9993 hOARD OREGON BUILD C 1j �! 1 ' i —11e x`" g\,� ,r C • I _"= ,-li 1NWW.n1CICl� @.CDIi1!r � �������,�������� DONN STUF,'DIVANT/ARNE WAYRYNENfl , ,:.= _ 1 II = DSTURDIVA IT@RUSSELLCONSTRUCTION.COM I! 4 tu. .u,:,,,� ire, _ r , 20915 SW 105TH AVENUE Il�' f�`:�+��� a 9 ,� �. � � '1 TUALATIN, OREGON 97062 MACKENZIE, ° INDEX '�F DRAWINGS ( ) f,_ 1 I I ! :c i�° � �� .��_ � : PHONE 503 692-9002 7:k1+° I { L+ '- A� n DESIGN DRIVEN I CLIENT FOCUSED tr ■1 �S=illlll?!4 '1' 1'x ' .. ..._. i;:II I _ , - l Client I ii11► 61 S �._, b. .0----Q -__ e 00.01 TITLE SHEET, I '— i, 1 f l i,i \ ; t , � SITE PLAN, KEY PLAN, CODE SUMMARY, LEGEND AND NOTES - _ 1i ,,"',TI' �t:1.1ie ,y l ,{,,. {TI ,. I� I},, = A1.10 DEMOLITION PLAN, PARTIAL FIRST FLOOR PLAN AND NOTES A1C r l ;ll� kT, =' ' I1�i; fi:l �':lI''; ND A1.11 REFLECTED CEILING PLAN AND NOTES ,' StRUCTUREO PARKING _ yq-u ( - 1 � '�'r" j - I A4.10 ELEVATIONS AND DETAILS (N �\ `f lifi'Iife - : A, a. iI ;i 131! 7 l,11'. .I 1 �` �-- I I I i !1 i I I I:E: I �,_ °; 1 ;;; ; 1 11' , I ", I ' A5.20 DETAILS AND SCHEDULES I--- F EXISTING CONSTRUCTION TO BE DEMOLISHED SHORE STE IN LH__\\ '--- SW Oak Street .___. – —- ..- } WALL IN Ir 25' Or 1 DD SCOPE OE WORK NEW EXISTING WALL TO UNDERSIDETOREMAOF GRID, SEE 4/A5.20 THE SCOPE OF WORK FOR THE PROJECT INCLUDES INTERIOR TENANT IMPROVEMENTS >- � • EXISTING 2 HOUR RATED WALL TO REMAIN SITE PLAN FOR AN APPROXIMATELY 3,229 SQUARE FOOT EXISTING TENANT ON THE FIRST OF SEVEN FLOORS, I I WORK TO INCLUDE DEMOLITION, NEW WALLS, DOORS AND RECITES, AND NEW CABINETRY. 1- m EXISTING 1 HOUR RATED WALL TO REMAIN ProJect GO. NTS TENANT APPROVAL: EXISTING BASE FEED CORPORATION SUITE 150 EXISTING QUADRUPLEX OUTLET TENANT IMPROVEMENT DESIGN/CODE DATA °*a NEW DEDICATED OUTLET UNCOLN EXISTING OUTLET AND TELEPHONE/DATA ROUGH IN LOCATION10200 SW GFEENBURG RD. v0 GOVERNING CODE: 2014 OSSC OCCUPANCY: B A NEW OUTLET AND VOICE/DATA ROUGH IN LOCATION TIGARD, OREGON I 1 CONSTRUCTION TYPE: TYPE I-B ° EXISTING FLOOR DUPLEX OUTLET TENANT AREA (APPROX): APPROX. 3.229 S.F. OCCUPANCY LOAD: 33 EXISTING COVERPLATE ° 2 REQUIRED EXITS, 3 EXITS PROVIDED ?. •EXISTING LIGHT SWITCH ti DISTANCE BETWEEN EXITS - 52'--•1" 1/3 OF THE DIAGONAL - 39'-7" ALL EXITS ARE EXISTING AND HAVE APPROPRIATE EXIT SIGNAGE61 / C� BUILDING IS FULLY SPRINKLED AND HAS NFPA SMOKE DETECTION , NEW LIGHT SWITCH WITH OCCUPANCY SENSOR V/f y WITH ON SITE EMERGENCY GENERATOR FOR FIRE, LIFE/SAFETY BACKUP POWER ., 3 45 ; ,• EXISTING CARD READER RI E • N CR CARD READER LOCATION rim iiiiiim -t DEFERREDSUBMIITAL 4 '‘ 0 mil—, 1 EXISTING FIRE ALARM , I 2014 OSSC SECTION 107.3.4.2 (by separate permit) I 1 .- 3 i I FIRE SPRINKLER MACKENZIE 20I7 I.... I FIRE STROBE 0 ALL RIGHTS RESERVED th � FIRE ALARM AREAS OF WORK MECHANICAL r� FIRE EXTINGUISHER THESE DRAWINGS ARE THE PROPERTY ,,______. OF MACKENZIE AND ARE NOT TO BE . . .�,, 61 , .� ELECTRICAL J ---- �� .;. USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION I PLUMBING Q) EXISTING JUNCTION BOX i 1 EXIT ILLUMINATION REVISIONS: co EXISTING THERMOSTAT z .1III=All __ - = - NOTE: DESIGN BUILDERS FOR M.E.P. AND FP. ARE FULLY RESPONSIBLE FOR THE DESIGN '' KEY NOTE FOR REFERENCE V F REVISIONS REVISION DELTA 05 THIS CLOSING DATE - I ' ii I Er OF THESE SYSTEMS/COMPONENTS, THESE SYSTEMS/COMPONENTS SHOWN ON DOCUMENTS c,o SHEET �� ` '/ 117.-- v- .�...; ARE SCHEMATIC ONLY: THEY ARE NOT INTENDED TO REPRESENT FINAL/CODE COMPLIANT misil1 / .--� - � INTERIOR ELEVATION FOR REFERENCE ►f PI SI a` ` `, DESIGN. PROVIDE DESIGN DOCUMENT SUBMITTAL TO ARCHITECT OF RECORD FOR REVIEW i I I' I PRIOR TO SUBMITTAL I rN rpr�Aip I. I .______Th. ...,; - 4 1. ,osn DOOR NUMBER SYMBOL F1 1 :.. ...,.1n.,, 1 I ri_ .. ,, , n, > . ! ° r'tq,, VALUATION EXIT REQUIRED EXIT /=== a ' VALUATION OF WORK = $23,000 } 1 EXISTING CEILING GRID _ 1 ,..M__F- 1/ , ', — . 21=1164, , 1 / EXISTING 2'x4' LIGHT FIXTURE TO REMAIN GENERAL NOTES , . , , 1 ■■■a■ NEW OR RELOCATED 2x4 LIGHT FIXTURE nom= TITLE: ' A. THE DRAWINGS LOCATE PRODUCTS, SURFACES, AND MATERIALS AND THE NOTES CONVEY DESIGN INTENT. THE PROJECT L— I TITLE CuEET, SITE "1 I ,: 1 INTENT IS TO PROVIDE FOR A COMPLETE, WORKING SYSTEM. DEMOLISHED 2'x4' LIGHT FIXTURE li I B. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE LATEST ADOPTED BUILDING CODE EDITION, AND TO PLAN, KEY PLAN, ' f LONGEST COMMON PATH OF -- y �a 1 Yi 1 w = " CONDITIONS AND SPECIFICATIONS OF ALL GOVERNING AUTHORITIES. .,- EXISTING RECESSED LIGHT FIXTURE TO REMAIN CODE SUMMARY, EGRESS TRAVEL 36'-3" 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 WORK REQUIRED AS A RESULT ,° EXISTING SUPPLY/RETURN VENT TO REMAIN LEGEND, AND SUITE OF WORK OF NOT REPORTING SUCH DISCREPANCIES SHALL BE PERFORMED AT NO ADDITIONAL COST TO THE OWNER, NOTES D. CONTRACTOR AND SUBCONTRACTORS SHALL CAREFULLY EXAMINE THE SITE AND THE CONSTRUCTION DOCUMENTS OF THE EXISTING EXIT SIGN 2 KEY PLAN ENTIRE WORK. INCONSISTENCIES IN THE PLANS OR SPECIFICATIONS SHALL BE CALLED TO THE ATTENTION OF MACKENZIE. E. REFER TO ENLARGED PLANS AND ELEVATIONS WHERE INDICATED FOR ADDITIONAL INFORMATION. ENLARGED PLANS TAKE EXISTING EXIT SIGN GO.I NTS PRECEDENCE OVER PLANS OF SMALLER SCALE, AND DETAILS TAKE PRECEDENCE OVER PLANS. IN THE CASE OF A I I CONFLICT, THE HIGHEST COST OPTION SHOULD BE PRICED. EXISTING SPRINKLER HEAD DRAWN BY: LAK, KGB F. DETAIL REFERENCES SHALL BE APPLIED TO ALL INSTANCES WHERE THE SAME CONDITIONS OCCUR, UNLESS NOTED OTHERWISE. 1 EXISTING 24-HR 2'x2' FLUORESCENT LIGHT FIXTURE TO REMAIN G. THE TERMS "ABOVE FINISH FLOOR" (AFF) AND "FINISH FLOOR ELEVATION" (FFE) REFER TO FINAL FINISHED FLOOR CHECKED_ _ BY: SBH, PDK ELEVATION, WHETHER BUILT-UP SLAB, COMPOSITE DECK, OR RAISED ACCESS FLOOR. EXISTING GYPSUM BOARD CEILING TO REMAIN 1 I H. DO NOT SCALE DRAWINGS. SHEET: I. CUTTING AND DRILLING OF STRUCTURAL MEMBERS NOT DETAILED REQUIRES THE WRITTEN PERMISSION OF THE i■ STRUCTURAL ENGINEER OF RECORD. I I AREA OF WORK LOCATION i i Ir I t[oyl7 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 RECYCLING/RE-USE OF DEMOLITION DEBRIS. — -- -,ppraved y Planning G0.01 K. THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE RESULTING FROM THEIR WORK. THE CONTRACTOR WILL COORDINATE Date: 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 Initials: i . . OCCUPANCY BY TENANT. OFFICE COPY . JOB No.2'li 50950.23 L ALL DESIGN-BUILD ITEMS, SYSTEMS AND ELEMENTS ARE TO BE SUBMITTED FOR REVIEW AND APPROVED BY MACKENZIE. I -- M. EXISTING MATERIAL NOTED TO BE RETURNED TO THE OWNER SHALL BE SAFELY STORED AND PROTECTED UNTIL IT IS © / /A REMOVED FROM THE SITE BY THE OWNER. CONTRACTOR SHALL COORDINATE WITH THE OWNER. PERMIT SET' �1`0I 27/ 2 '17 215095023\4_DRAW'sFGS\ARCHITECTURAL\23 — C0.Ot.OW0 It08 10/27/17 08:56 1:96.00 `�''!�, ..$L- ; 111111111•1111111111Mc FF YET / ' CONFERENCE w ✓f 102 �,� .,,- '''': ( C a., R e . R xrs L ................./ OPEN ; Architecture Icl� �� OFFICE `� �' � � -_ '�` — 103 I Planning Li Engineering si CONFERENCE -s, _ _, _,. 107 =,, RECEPTION \_V , Portland,OR - 101 I I I a 11 �s503.224.9560 # 7 _ 7 `� 7 'f Vancouver,WA �-- # . A ' 0 ..._, I; �`= :' 360.695.7879 --.-� r , - -,,-----.-E-:-,-;.--41:1, XIS — �.-.._ �Te. ►. T 9 3 : - =� 0 0 Seattle,6 749 9 93 }' � `' ., �.� q i `� ' _ I CON 08 NCE I r, �t 20 `) h.s _: 0 fa? ; _e 'me( ► O BREAK www mcknze.com 5 14:11:,5,_ I . • i�2 "� Y, 0 ,. , SORA 10 • 105B - =s kailk �� .r f , :1,t 011.5.:".„- 104 yr , c 4 \ > - � 7t►1/ DESIGN DRIVEN I CLIENT FOCUSED f' -,1#i)» ) `- (U1 di) , �t \. # �I1 i �i1 y - - Client . r' - i `=,. � J 1 f � w Y IiN a,._, III , I XIS OFFICE w - '` WORK OPEN 109 ' \ :6. Apx \ill OFFICE 1. r • L, O 122 106 SHORENSTE1N J 0 i A }, S -- F 7' SCAN ,�ki,--1- ..•A4,4 :,. .� R w .. 120 F * < l OFFICE ` xis I� 110 Y 0 0,1 STORAGE Protect `i/, ....,,, ...._.; ,T7 , ) 0 ' y1 44.1 • 121 CORPORATION1 r F120A � _ - I ja SUITE 150 ---1 Ty.Av re 8 ' ► I _ I- - J '441) -- f ' TENANT IMPROVEMENT key EXISTING 0 5 LNCOLN • ,.4-- ___ 4 car OPEN 10200 SW GREEI�UR° Fd). I i _till OFFICE `TIGARD? OREGON /\\,///://:\\\ 111 1 1 7'4.' '''''''' _ r4D op, yamV=k I i) i t' i i ' . . OPEN _ . I, , ' }. ELD.Al 1� 0, i_Li s.a 119[_..., hw i Cn , FET;: ,ciPO' 1 !•, OR x FFIC 112 I �,, IOE 4F ' 9 I I ,. \\.........:-, .--, 7..........F—r-r 4L-1 ,i '� l, _ MACKENZIE 2017 1 'j' 'r*-- '------ . � 1 r 1 � , C ALL RIGHTS RESERVED Iy. --= J 11 is 1 S� XIS I Z6, THESE DRAWINGS ARE THE PROPERTY °` �� ; OF MACKENZIE AND ARE NOT TO BE OFFICE OFFICE OFFICE OFFICE OFFICE OFFICE USED OR REPRODUCED IN ANY MANNER, 118 ti 117 116 114 113 WITHOUT PRIOR WRITTEN PERMISSION , �w #!. II # �# SIGNS. REVI : - L , _ - z 0 u` r As.�� y ,� ¢ REVISIONS REVISION DELTA .�' �'WA ww THIS CLOSING DATE X o SHEET 1 i " E .4, •LITIOK i-P.)- ,A '-'4, 2 A 1AL 's S r FL*•i'l? Pi Al I J A1.1 1/8".1'-o. L. 1/8".1'-on —. a- 1 4 I 4 GENER ik ' IP E QUM : : •17--(,:? (?,..11 M. iRIAL \-0-..-18 KE Ai *TER ____.____. A. EXISTING FLOOR FINISH AND RUBBER BASE TO REMAIN THROUGHOUT, UNLESS NOTED A. ALL EXISTING CONDITIONS TO REMAIN, UNLESS NOTED OTHERWISE. 1. ALIGN NEW WALL WITH EXISTING WALL. • ' OTHERWISE. PATCH, REPAIR AND PREP SUBSTRATE AS REQUIRED TO RECEIVE NEW B. DIMENSIONS REFLECT FACE OF FINISH TO FACE OF FINISH, UNLESS NOTED OTHERWISE. 2. NEW BUILDING STANDARD 17'-5"± WIDE FULL BUTT GLAZED EQUAL PANELS. ASSUME PANELS TO ALIGN WITH ' FINISHES WHERE INDICATED. SEE SHEET A5.20 FOR FINISHES. C. WALL THICKNESS ARE NOMINAL, UNLESS NOTED OTHERWISE. EXISTING DOOR HEIGHTS. PROVIDE BUILDING STANDARD U-CHANNEL AT TOP AND BOTTOM WITH CLEAR STRUCTURAL SHEET TITLE: B. THE CONTRACTOR SHALL CAREFULLY EXAMINE CONSTRUCTION DOCUMENTS FOR THE D. ALL INTERIOR WALLS TO GO TO UNDERSIDE OF GRID UNLESS NOTED OTHERWISE. SILICONE CAULKING AT ADJACENT GYPSUM BOARD SURFACES. PROVIDE CLEAR SILICONE CAULKING AT BUTT SEAMS. DL MON " 9 WORK. ANY CONFLICTS, INCLUDING BUT NOT LIMITED TO BUILT CONDITIONS OF M.E.P. IN E. ALL INTERIOR DOORS TO BE SOLID CORE FLUSH WOOD DOORS TO MATCH BUILDING ASSUME CONCEALED HEADER ABOVE SAT CEILING TO PROVIDE STRUCTURAL BRACING AS REQUIRED. ASSUME (4) ? „` M' THE PLANS SHALL BE CALLED TO THE ATTENTION OF THE ARCHITECT/DESIGNER, SO STANDARD UNLESS NOTED OTHERWISE. BUTT GLAZED PANELS. SEE DETAILS 7,8/A5.20. THAT THE CLARIFICATION CAN BE ISSUED. F. OUTLETS INDICATED ARE EXISTING UNLESS NOTED OTHERWISE. SITE OBSERVATIONS OF3• ,'' FLAN," 9 A- °'® WHILE C. SALVAGE ALL DEMOLISHED COMPONENTS AS POSSIBLE. RETURN TO LANDLORD FOR AREAS OF WORK ONLY HAVE BEEN PERFORMED (ON 08/15/2017 AND 08/23/2017, NEW BUILDING STANDARD 5 -6 � WIDE FULL BUTT GLAZED EQUAL PANELS. ASSUME PANELS TO ALIGN WITH EXISTING MOM'S DOOR HEIGHT. PROVIDE BUILDING STANDARD U-CHANNEL AT TOP AND BOTTOM WITH CLEAR STRUCTURAL SILICONE MO`l ! FUTURE USE. OCCUPIED) AND PLAN, ELECTRICAL AND CEILING INFORMATION HAS BEEN UPDATED CAULKING AT ADJACENT GYPSUM BOARD SURFACES. PROVIDE CLEAR SILICONE CAULKING AT BUTT SEAMS. ASSUME D. SAVE AND RECYCLE DEMOLITION DEBRIS WHERE POSSIBLE. COORDINATE WITH CITY OF (OBSERVATION IS LIMITED TO VISIBLE/ACCESSIBLE AREAS). CONTRACTOR TO FIELD VERIFY CONCEALED HEADER ABOVE SAT CEILING TO PROVIDE STRUCTURAL BRACING AS REQUIRED. ASSUME (2) BUTT GLAZED TIGARD REQUIREMENTS FOR RECYCLING DEMOLITION DEBRIS. AND CONFIRM ADDITIONAL REQUIREMENTS WITH TENANT. PANELS. SEE DETAILS 7,8/A5.20. E. CAP ALL ABANDONED PLUMBING, ELECTRICAL CONDUIT, AND OTHER UNDER SLAB G. ELECTRICAL, DATA AND SWITCHING LOCATIONS INDICATED ARE SHOWN TO CONVEY 4. RELOCATE EXISTING WORKSURFACE, BACKSPLASH AND SUPPORTS, IF FEASIBLE. UTILITIES AS REQUIRED. GENERAL INTENT ONLY. COORDINATE ELECTRICAL/DATA SWITCHING REQUIREMENTS WITH 5. RELOCATED WORKSURFACE, BACKSPLASH AND SUPPORTS. PROVIDE NEW P-LAM END PANEL TO MATCH EXISTING AS F. RETAIN EXISTING FIRE EXTINGUISHERS FOR FUTURE USE. TENANT AND PROVIDE DRAWINGS BY DEFERRED SUBMITTAL. 1 1 G. EXISTING STRUCTURE TO BE LEFT UNDISTURBED AND INTACT. PERFORM NO DEMOLITION REQUIRED. CONFIRM REQUIRED NUMBER AND LOCATIONS OF GROMMETS WITH TENANT. THAT MAY COMPROMISE THE STRUCTURAL INTEGRITY OF THE BUILDING WITHOUT WRITTEN H. FURNITURE IS SHOWN FOR SCHEMATIC PURPOSES ONLY. TENANT OR TENANT'S VENDOR TO 6. RELOCATE EXISTING WALL MOUNTED OPEN SHELVING, IF FEASIBLE. DRAWN BY: KGB HACOF ARCHITECT/DESIGNER. CONFIRM BUILT CONDITIONS FOR SPATIAL REQUIREMENTS AND FINAL LAYOUTS. 7. RELOCATED WALL MOUNTED OPEN SHELVING. PROVIDE NEW P-LAM END PANEL TO MATCH EXISTING AS REQUIRED. H. APPROVALSALVAGEALL THEETECS AND HARDWARE FOR RE-USE. I. NO VOC PAINT SYSTEMS TO BE UTILIZED, TO INCLUDE PRIMERS AS WELL AS FINISH 8. LOWER EXISTING OUTLET TO STANDARD HEIGHT. CHECKED BY: SBH, PDK PRODUCTS. 9. CONVERT EXISTING AND/OR RELOCATED OUTLET TO DEDICATED. 1 J. ALL DIMENSIONS SHOWN AS PLUS/MINUS (±) ARE FOR GENERAL LAYOUT AND REFERENCE 10. PROVIDE ELECTRIFIED HARDWARE AND J-BOX/RING-STRING FOR TENANT PROVIDED KEYCARD ACCESS SYSTEM. SHEET: ONLY. VERIFY AND CONFIRM ALL DIMENSIONS AND CONDITIONS PRIOR TO START OF WORK. COORDINATE FINAL SPECIFICATIONS WITH TENANT AND TENANT'S VENDOR. NOTIFY ARCHITECT/ENGINEER OF ANY DISCREPANCIES PRIOR TO START OF WORK. 11. CONFIRM IF BASE FEED DEMO OCCURS WITH TENANT. K. ADD SOUND INSULATION IN ALL NEW WALLS. I }:„' i-TE KEYNOTES AA. IN LIEU OF RELOCATING CABINETRY, PROVIDE NEW P-LAM CABINETRY TO MATCH EXISTING WORKSURFACE, JOB N0. 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SUSPENDED ACOUSTICAL TILE CEILINGS AT 8'-8"± (EXISTING) AFF, UNLESS NOTED AA. PROVIDE PENDANT LIGHT FIXTURES OVER NEW P—LAM BAR HEIGHT COUNTER. ASSUME I OTHERWISE. (3) FIXTURES. SPECIFICATIONS TO BE ET2 LIGHTING, LARMES MINI PENDANT LIGHT, EL FOR SEISMIC BRACING OF SUSPENDED CEILING AND INTERSTITIAL EQUIPMENT SEE DETAIL CLEAR FINISH. CONFIRM FINAL LOCATIONS AND INSTALLATION HEIGHT WITH TENANT. SHEET TITLE: 2/A5.20. REFLECTED C. CENTER ALL DOWN LIGHTS, FIRE SPRINKLER HEADS, SMOKE DETECTORS AND ALL OTHER CEILING PLAN, CEILING PENETRATIONS IN CENTER OF 2x2 TILE, UNLESS NOTED OTHERWISE. D. COORDINATE ELECTRICAL REQUIREMENTS WITH TENANT, ALL ELECTRICAL DRAWINGS WILL BE y` D NOTES BY DEFERRED SUBMITTAL. E. HVAC CONTRACTOR TO PROVIDE FULL SHEET OF THE FLOOR AFFECTED UPON COMPLETION. CONTRACTOR IS RESPONSIBLE TO PROGRAM THE OVERRIDE HVAC BUTTON. F. REPLACE DAMAGED AND SOILED CEILING TILES WHERE AFFECTED BY CONSTRUCTION TO MATCH EXISTING. G. LIGHTING LAYOUT IS SHOWN FOR PRELIMINARY DESIGN INTENT ONLY. FINAL LIGHTING LAYOUT TO BE PROVIDED BY THE ELECTRICAL CONTRACTOR AND IS DEPENDANT ON OREGON ENERGY I , CODE ALLOWANCES AND EXISTING BUILDING INFRASTRUCTURE IN CEILING. ELECTRICAL DRAWN BY: KGB CONTRACTOR TO REVIEW ALL REQUIRED LIGHTING LEVELS AND DISTRIBUTION AND NOTIFY ARCHITECT OF ANY CONCERNS OF FOOTCANDLES OR FIXTURE PLACEMENT/LOCATION WITHIN CHECKED BY: SBH, PDK ANY AREA OF THE SPACE. CONFIRM NEW LIGHT FIXTURE PLACEMENT DOES NOT INTERFERE I , WITH NEW WALL CONSTRUCTION AND SAT MAIN GRID LINES, RELOCATE IF REQUIRED. FINAL SHEET: LAYOUT TO BE REVIEWED AND APPROVED BY LOCAL JURISDICTION THROUGH DEFERRED SUBMITTAL. All JOB N0. 3 I , PER',. 3 a / 7//2®17 \ 2150950234..DRAWI�IGS\ARCHITECTURAL\23-A1.11.DWG KGB 10/27/17 08:15 1:96.00 NOTES: NOTES: A. FINISH ENDS, TYP F. ALL EXPOSED EDGES AT DOORS AND SHELVING TO BE P-LAM TO MATCH ADJACENT A. FINISH ENDS, TYP E. ALL CABINET FACES AND DOORS, PL-1 B. CONFIRM REQUIREMENTS AND SIZES FOR ALL VERTICAL SURFACES B. CONFIRM REQUIREMENTS F. ALL EXPOSED EDGES AT DOORS AND SHELVING EQUIPMENT/APPLIANCES PRIOR TO CONSTRUCTION OF G. RE-USE EXISTING WATER LINE FOR TENANT PROVIDED REFRIGERATORS, IF FEASIBLE. FOR ALL EQUIPMENT/APPLIANCES TO BE P-LAM TO MATCH ADJACENT CABINETRY PROVIDE NEW IF REQUIRED PRIOR TO CONSTRUCTION OF VERTICAL SURFACES. C. ALL COUNTER TOPS, EDGES AND BACKSPLASHES, PL-2 H. BAR HEIGHT P-LAM COUNTER TO BE 18" DEEP AND 42" AFF CONFIRM FINAL HEIGHT CABINETRY G. RE-USE EXISTING SINK AND FAUCET AT C. ALL COUNTER TOPS, EDGE: AND , `z D. SHIM AS REQUIRED SPECIFICATION AND UNDER COUNTER BRACKET SPACING WITH TENANT NEW PLUMBING LOCATION BACKSPLASHES, PL-2 CONTRACTOR TO PROVIDE DEDICATED E. ALL CABINET FACES AND DOORS, PL-1 I. PROVIDE (2) GROMMETS AT BAR HEIGHT COUNTER. CONFIRM FINAL LOCATIONS WITH TENANT D. SHIM AS REQUIRED H. COLET FOR RELOCATED ADA DISHWASHER Architecture Interiors J. PROVIDE NEW BUILDING STANDARD DOUBLE STUDS, FROM FLO(R TO CEILING, AT EACH 4.1 ir COUNTER BRACKET, ON CENTER. ASSUME NEW GYP BOARD AN } PAINT AS REQUIRED AT WALL Planning . Engineering • Mk NEW DOUBLE STUD, gAli .LIGN ALTERNATE NOTES: TYP. .4.1 . -4.1 ,- CEILING W 1. PROVIDE UNDER CABINET V-0"± LOWERS 2'-9" 3'-2" LIGHTING AT NEW UPPER CEILING Al MGN _ ,� CABINETRY. CONFIRM Nri—M—M 5'-0" 1' 6'-0" /LOWERS 1'-0"f AlALThRNA 1 NOTES: FINAL SPECIFICATIONS Portland,OR 1. PROVIDE UNDER CABINET LIGHTING /\ 503.224.9560 1 1 1 1 I I _ ( �. WITH TENANT. MODIFY BAR HEIGHT COUNTER I I I I I ! f AT NEW UPPER CABINETRY. CONFIRMr ,IKIN, , I _ _, � ._I / UPPER CABINET Vancouver,WA H H ! I }N_- __ - - . .X. !,.�__ FINAL SPECIFICATIONS WITH �Y I &�y' CONSTRUCTION AS 360.695.7879 -� - -11-N. _ TENANT. MODIFY UPPER CABINET s I ! H I i �_� (- - - -I� - "" _ o REQUIRED. Seattle,WA CONSTRUCTION AS REQUIRED. a I I 1 I I I �ruaza ,1 down I Aron xsroErrnTOR. > INSULATE 206.749.9993 { I (� I I tap H 'cc I >s ►ac WC o o EXPOSED PIPES - - _ - I N n I `C • www.mcknze.com 1Yr---� , I ll�, ( N PER ADA CODE I � `. � o cl— 1i , i f �' - - - I �` -�- o OPEN BELOW % . _ > I R �� I i I f _ . ._. N. I 7. N PER CODE =6 - �I N U__LI I�1 N V �V 1 1 I I i I N f 3'-2" IL 2' ' 9" f2'-0""'-3" Client ' (2) EQ CLR. CONFIRM BRACKET /10'-9"± / 5'-11" 6'-0" , 2'-10"f / VERIFY / LOCATIONS, TYP. VERIFY 14'-10"f/ / VERIFY C11 S H O R E S T E I N Al RETRY EI® _ VAT •N �. � ,A :i :ETY ELEY, Tgio % c, c, �t �qq0y�, © BREAK 105 1/4"=1'-0" w coREAK 105 1/4"=1'-0" w F .li� J �i:l ....I / 13" / W LU (1) ADJUSTABLE "I 13" "1 MELAMINE SHELF I Pro' ct PLASTIC LAMINATE • L (2) ADJ. to FACES MELAMINE SHELVES C`JORVEL ' > _ _ _ — F CORPORATION _ W ? �E 150 Lu L- i PLASTIC LAMINATE P-LAM FACES w _ .. �__ w a 7 INTERIOR, INCLUDING TENANT IMPROVEMENT 1 1 UNDERSIDE OF - 5 L1ICOLN J CABINET10200 SW E LD. I OREGON 16" SHELF SIDE SPLASH WHERE 25" P.L. TOP 'TIGAS' " > -1 • OCCURS > 25" P.L. )P: A 1'-6" P-LAM COUNTER w .w� " SIDE SPLASH WHERE TOP AND BACK -- --_ w OCCURS 1'-5" MAX SPLASH, PL-2• ] ..-icv 25" T PLASTIC LAMINATE w 70 FAUCET .11COUNTERTOP AND —P-LAM COUNTER TOP AND CONTROLS .- .N.O SPLASH WITH SELF }-r - SPLASH WITH SELF EDGEPLAM COUNTER TOP AND ►• D. T .0 EDGE .. 4" SPLASH WITH SELF n ./ P-LAM SUPPORT BRACKET _ - T ] - I `"- "��"'- ' WRAP ALL EXPOSED PIPE °i', PER CODE POR 4 ' D, p. GON -, > z > I (1) ADJ MELAMINE SHELF- i ' 8" CC Akt LJ > (1) ADJUSTABLE w ��, •�`w J MELAMINE SHELF w - - -�_ ,- f '� P-LAM FACES w = --,= = = ---,- - PLASTIC LAMINATE w cY r M 0 ' I UJ FACES P-LAM LU ? MACKENZIE 2017 WALL, PER PLAN cn Q_ de #1, 13, �._,/ N LO RUBBER BASE, PER PLAN I - OPEN BELOW PER CODE QALL RIGHTS RESERVED RUBBER BASERUBBER BASE �I N p THESE DRAWINGS ARE THE PROPERTY ---\---7 i L___..... _ OF MACKENZIE AND ARE NOT TO BE �i1 IIII qI IN ANY MANNER, TT --i-r. O �. s `. UWITHOUTRPR OR WRITTEN PERMISSION r 3-�tcx 2,_0" f �- ' Q 2'_0" TOE KICK AND RUBBER W I I iw,, / / M , - / / BASE BEYOND REVISIONS: CA1119[Mr-TillYer___CT_ON po o W7 ABII�ETRY `SECTIoN i:)J i3- A i 1T4 SINK ���I� W cn� REVISIONS REVISION DELTA CABINETRY SECTIONCLOSING DATE �.� BREAK 1053/4" = 1'-0" ¢ ci) TYPICAL 3/4"=1'-O" Q ` �.�0 TYPICAL 3j4"=1'-O" ! 4,�® I TYPICAL 3j4"=1'-O" �o SHEET � U V �-/ V r m NOTES: NOTES: DEPTH TO MATCH EXISTING 1 I A. FINISH ENDS, TYP D. SHIM AS REQUIRED A. FINISH ENDS, TYP D. SHIM AS REQUIRED RELOCATED UPPER / t CABINETS B. CONFIRM REQUIREMENTS FOR ALL E. ALL OPEN SHELVING TO BE P-LAM B. CONFIRM REQUIREMENTS FOR ALL E. ALL OPEN SHELVING TO BE P-LAM 1 1 EQUIPMENT/APPLIANCES PRIOR TO MATCH EXISTING RELOCATED EQUIPMENT/APPLIANCES PRIOR TO MATCH EXISTING RELOCATED --,i - (2) ADJ. P-LAM SHELVES TO CONSTRUCTION OF OPEN SHELVING TO CONSTRUCTION OF OPEN SHELVING - CABINETRY F. CONFIRM FINAL CLEAR DIMENSION CABINETRY F. CONFIRM FINAL CLEAR DIMENSION 1 I I C. ALL COUNTER TOPS, EDGES AND AT WORK SURFACE WITH TENANT C. ALL COUNTER TOPS, EDGES AND AT WORK SURFACE WITH TENANT w = == BACKSPLASHES TO BE P-LAM FOR TENANT PROVIDED PEDESTAL BACKSPLASHES TO BE P-LAM FOR TENANT PROVIDED PEDESTAL wI ` TO MATCH EXISTING RELOCATED TO MATCH EXISTING RELOCATED G. PROVIDE (1) GROMMET AT COUNTER. w ! I COUNTER TOP G. PROVIDE (1) GROMMET AT COUNTER. COUNTER TOPw ^ - -¢ CONFIRM FINAL LOCATION WITH CONFIRM FINAL LOCATION WITH cn -r- SHEET TITLE: TENANT TENANT ELEVATIONS AN* DESIGN INTENT IS FOR (1) PERSON DETAILS TO WORK AT THIS SIDE. PLACE 12 DESIGN INTENT IS FOR (1) PERSON 12 SUPPORT BRACKETS ACCORDINGLY 4.1 " TO WORK AT THIS SIDE. PLACE SIDE SPLASH WHERE 4.1 8'-7"t UNDER COUNTER. CEILING SUPPORT BRACKETS ACCORDINGLY w OCCURS CEILING / - UNDER COUNTER. w (4) EQ (4) EQ / ADJUSTABLE Lu w 2►_6" / w r ADJUSTABLE EXISTING _ ✓---01 SHELVES v) / P-LAM COUNTER TOP AND MATCH EXISTING 101.1 SHELVESSPLASH WITH SELF EDGE Z RELOCATED RELOCATED - Lu CASEWORK � L.:---- o CASEWORK • I cc DRAWN BY: KGB LU o I - SUPPORT BRACKET TO fa- .[ N a - TENANT PROVIDED > MATCH EXISTING CHECKED BY: SBH, PDK N I TENANT PROVIDED MATCH \ I 1 Ls! RELOCATED COUNTER I I MATCHPEDESTAL Li TOP SUPPORT BRACKET w EXISTING ms ► PEDESTAL EXISTING I /'� J SHEET: I - RELOCATED 1- RELOCATED I I111 NEW P-LAM END COUNTER I U COUNTER I 1 PANEL TO MATCH O v EXISTING f 2'-6" 71-1' / 7'-6" 2'-6" i RUBBER BASE v A4. f 10 VERIFLIJ Y/ ch QI ______J _ vJOB N - Ellt __ , � 2150950.23 io C,/, - 9 T T, � : .: '��ROI � ,,��,.� _ ' VAT�� �A�I E YSECTIoN _ 4� @ SCAN 120 1/4"=1'-0" a SCAN 120 1/4"=1'-0" w TYPICAL 3/4"=1'-0" PERMI it SET' `. `r> ®`t LU w 215095023\4_DRAWINGS\ARCHITECTURAL\23-A4.10.DWG KGB 10/27/17 08:15 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 / ATTACH STUD TRACK STABILIZER BAR BETWEEN ALL MEMBERS AT PERIMETER 12 WIRE SUPPORT AAL �j / ADDITIONAL OT L MEMBERS ► � STABILIZER BAR / THROUGH GRID TO ‘0111 # / .�3� I � Alli"°/ BRACE ABOVE WITHIN 8" OF PERIMETER f ,I —LATERAL BRACING WITH APPROVED VERTICAL ° ° SUSPENDED CLG / COMPRESSION STRUT AT 12'-0" OC EA WAY Y, , ° ° . ASSEMBLY / fril II COUNTERSLOPE HANGERS IF MORE THAN 1:6 OUT OF PLUMB � ,i a �'�1: ��" Architecture ■ Interiors - _ l�• 45° Planning laEngineering "ATTACHED e4 - h � ,• ' i„ 1 WALL" ' 1>N. � .� , � ` °q ' CUT TILE FOR TIGHT I [ METAL STUD BRACING TO FLOOR a� , �' , FIT AT WALLS 111 STRUCTURE AT 8'-O" OC W/ (2) #8 •V , •s-s- -�CEi.ldO AT WALL. NTS CASING BEAD [. I I SHEET METAL SCREWS AT EACH END. A ) I i 1 STUD SIZING PER SPAN TABLE. 0 a... NOTE FOR UNATTACHED WALLS PROVIDE A USG 200-A ; BRACING TO BE PROVIDED WHERE Portland,OR 3/4" 503.224.9560 GAP BETWEEN EDGE OF ANGLE AND CLIP –� ( DISTANCE BETWEEN PERPENDICULAR SOUND ATTENUATION 1 Vancouver;WA -- DO NOT SCREW BERC 2 CLIP TO TRACK INTERSECTING WALLS OR HORIZONTAL – _ AT ALL NEW WALLS, TYP. I' _ 1 BRACING BETWEEN WALLS EXCEEDS 360.695.7879 % CROSS RUNNERS FIT BETWEEN MAIN RUNNERS TABLE MAX. LENGTH 8'-0" OC Seattle,WA ~�" " 1 2" DIA CONDUIT EMT) 5'-10" MI/ 206749.9993 MAIN RUNNERS AT 4 –0 OC SUPPORT WITH #12 +w ' MAX 3/4" DIA CONDUIT (EMT) 7'-8" "� ww mcknze.com / / " WIRE AT 4'-0" OC OR WITH #10 WIRE AT 5'-0" OC EA WAY n " GYP BD EA SIDE . . METAL STUDS SEE WALL HEIGHT 6'-0" MAX " 1 DIA CONDUIT (EMT) 9 -9 .•• TABLE FOR GAUGE AND SPACING , LATERALLY BRACE MAIN RUNNER TO STRUCTURE AT 12'4' OC –4— EA WAY. BEGIN BRACING WITHIN 6'-0" SGL 162S125-33 MTL STUD 12'-0" .,Ni z C Z Q OF PERIMETER AND . 2° FROM CROSS MEMBER IN AREAS GREATER THAN 1,000 SF 1-5 8"x20GA -"� CONT ACOUSTIC� SEALANT EA DESIGN DRIVEN I CLIENT FOCUSED " 4 ( SIDE AGAINST TRACK NO 1 1 BACK TO BACK 1625125-33 15'-0" . t SEALANT AT SIM COND Client ALL GRID MEMBERS AND CONNECTION DEVICES TO BE OF AN SECURE ALL HANGERS TO BLDG MTL STUDS 1-5 8"x2OGA. 1/2" MAX STRUCTURE. TRAPEZE DUCT WORK APPROVED TYPE AND HAVE A 180# CAPACITY. ALL LATERAL BRACING SGL 250S125-33 MTL STUD 13'-6" WIRES TO HAVE A 200 CAPACITY. AND OTHER LARGE OBSTRUCTIONS -1/2"x20GA) BOTTOM TRACK TO FINISH # BACK TO BACK 250S125-334 15'-0" CONCRETE SLAB FLOOR WI POWDER DRIVEN SUSPENDED CEILING BRACING TO COMPLY WITH ASCE7, ASTMC635, ASTMC636 AND ASTME580 (2-1/2"x2OGA) ANCHOR,. AT 4 0 OC MTL STUDS 2-1 2"x20GA � S H O R E IVe S I E ( N 2 NON : TARING ' .� LSUSPENDED CEILING BRACINGl '. .5:__79.1' AT FLOOR AND SUSPENDED CEILING 3"=1'–O" 1,9 \52. NOTE. PROVIDE SEISMIC SEPARATION JOINTS IN CEILINGS GREATER NTS J THAN 2,500 SF. PROVIDE HEAVY DUTY GRID SYSTEM. V Ill —, , — , ij TOP OF WALL DETAIL PER 4/A5.20 I , Project EXISTING NEW BASE ) 1----".BASE SOUND ATTENUATION BATT 362S125-43 STUD CORVEL TO MATCH pl AS OCCURS BRACING TO UNDERSIDE COFIPORAT1CoN EXISTING IF FII .- 4, �--NEW RUBBER BASE OF EXISTING "FLOOR/ SUITE ROOF r 6'-0" oc TEI�IANT IMPROVEMENT 150 REQUIRED –�'`� ALTERNATING W/ (2) #8 i ] WALL BEYOND \ SMS ,4T EA END T - PROVIDE CLEARANCE \\ \\ / 5 LINCOLN AT RUBBER BASE__NIL " FOR DOOR SWING TEMPERED GLAZING PER \ \ 362Si�25-18 C 16" oc 10200 SW OREENBURG �' TIGARD, OREGON ::::::::::: ----FULL GLASS DOOR ; SPECIFICATION CONCEALED CLOSER 1 I -------\ir 1 DOOR PIVOT AS OCCURS. COORDINATE ,; ' WITH DOOR SUPPLIER. ` '` 'l; ' BRUSHED ALUMINUM 451.: ( A45° ASSUME TO MATCH ��. " CHANNEL BUILDING STANDARD RESILIENT SPACER ~' • L D IS ----\t-F FULL GLASS DOOR p^ SAT CEILING PER PLANS , ,C) PROVIDE CLEARANCE Li ATTACHMENT 1 _. / , ,,,,� o ' 6 CEILING ° ° 9EXISTING BASE AT RUBBER BASE x FLOOR FINISH '' r ;! 8,_8" AFT POR ND, OR NEW BASE FOR DOOR SWINGLu ORE 1 TO MATCH ! [` BIGYP BD EXISTING IF , f 4111 � � 8 –6 AFF .�� �� �� / REQUIRED I ;� i �����' _ �i GYP BD i 1 GLAZING CHANNEL © ALM IGHTSI RESERVED Ij RUBBER BASE TEMPERED GLAZING PER L.____._.------NEWTHESE DRAWINGS ARE THE PROPERTY FLOOR SYSTEM SPECIFICATION OF MACKENZIE AND ARE NOT TO BE I USED OR REPRODUCED IN ANY MANNER, —1 01 -41 I WITHOUT PRIOR WRITTEN PERMISSION WALL BEYOND = I 1 REVISIONS: GLAZED DOUBL1 DOORS o s7; PANEL DETAIL AT FLOOR m • S' �,..,m GLAZING HEAD CO `�L�TIO N< REVISIONS REVISION DELTA 52 fir:' 3"=1'—O" O 5.2 1 1/2"=1'—Q" J ' `Y+' .- > THIS CLOSING DATE 1 1/2"=1'-0" Q a o SHEET 4 ® G S " L [ii-- : L E ROOM FINISH SCHEDULE SCHEDULE I 'A o- El to ' FI1,--24-4E--,-' . 5 LINCOLN STUD SIZE: 2X" DOOR DOOR DOOR FRAME HDWR FLOOR BASE N. WALL E. WALL S. WALL W. WALL CEILING _ , , DETAILS RATING COMMENTS ROOM ROOM NAME MAT'L MAT'L MATT MAT'L MAT'L MAT'L CEILING FINISH P-1: MA -'3H EXISTING LIMITING WALL HEIGHT TABLE DOOR OPENING SIZE THK TYPE MAT'L FINISH MAT'L FINISH GROUP EXIST 3'-0"x8'-6" EXISTING DOOR I -_ __ NUM FINISH FINISH FINISH FINISH FINISH FINISH HT' MAT'L COMMENTS CPT-1: EXISTING, PATCH AND REPAIR AS REQUIREDo 105A (PR)3'-0"x8'-6" -- -- G CLR -- -- 6,8/A5.20 H–'I -- 1 101-104 EXISTING – - MERIOR NON WALLS L/24o ® 5psf , 1056 (PR)3'-0"x8'-6" -- -- G CLR -- -- 6,8/A5.20 H-1 -- 1 105 BREAK LVT RB GB/P GB/P GB/P GB/P EXIST EXIST 1,3 PL-1: TBD E EEIGNATION SPACING MAX. WALL HBOHT —,---t 120A 3'-0"x8'-6" EXISTING DOOR . HMK FF -- H-2 -- 2 106-119 EXISTING – PL-2: TBC 250S125-18 24" 8'-4" ' • — 120 SCAN EXIST EXIST P P P P EXIST EXIST 2,4 1 HARDWARE GROUPS: ABBREVIATIONS: 121-122 EXISTING - 250S125-18 16" 9'-7" SHEET TITLE: H-1: NON-LOCKING EXIST EXISTING s RB-1: MATCH EXISTING " " �� BUILDING STANDARD FINISH SCHEDULE NOTES: , 250S125-27 24 9 -10 DETAILS , ,l PUSH–PULL, PIVOT, G GLASS ABBREVIATIONS: LVT-1: SH SAI, JEOGORI 0215V, LINEN, 90500 250S125-18 16" 11'-3" SCS =E"ILES CONCEALED CLOSER CLR CLEAR GLAZING A. ALL INTERIOR FINISHES BUILDING STANDARD, COLORS EXIST EXISTING VCT-1: EXITING, PATCH AND REPAIR AS REQUIRED " H-2: CARD READER FF FACTORY FINISH TO BE COORDINATED WITH TENANT. GB GYPSUM BOARD 362S125-18 24" 13–5 B. PATCH AND REPAIR ALL EXISTING WALLS WHERE LOCKSET F86 GRADE HMK HOLLOW METAL KNOCKDOWN AFFECTED BY NEW WORK. PAINT NEW WALLS ONLY P PAINT 3625125-18 16" 14'-4" 1, BUTTS SEAL, RB RUBBER BASE STOPS, ELECTRIC DOOR SCHEDULE NOTES: AND/OR WALLS/ROOMS AFFECTED BY CONSTRUCTION LVT LUXURY VINYL TILE 362S162-33 16" 16'-5" STRIKE, & REQUEST TO MATCH EXISTING. 362S162-43 16" 18'-0" TO EXIT ON SIDE A. ALL DOORS/CLOSURES TO BE CHECKED, ADJUSTED, C. EXISTING CARPET AND RUBBER BASE TO REMAIN WITHOUT CARD AND/OR REPLACED TO BE IN COMPLIANCE WITH ADA. UNLESS OTHERWISE NOTED. NEW RUBBER BASE AT 600S162-33 16" 24'-6" READER B. VERIFY DOOR HEIGHT DIMENSIONS. APPROXIMATE NEW WALLS ONLY AND/OR ENTIRE WALLS/ROOMS I ' MEASUREMENTS BASED ON FIELD OBSERVATION. WHERE AFFECTED BY CONSTRUCTION TO MATCH INTERIOR NON STRUCTURAL WAILS DRAWN BY: KGB EXISTING. EXISTING VCT TO REMAIN AT SCAN ROOM. , CERAMIC 11.E FACING L/360 0 5psf tr NEW UPGRADED BUILDING STANDARD LVT AT BREAK � CHECKED BY: SBH, PDK DOOR SCHEDULE COMMENTS: ROOM. I I 1 1. NEW BUILDING STANDARD FULL GLAZED DOORS. PROVIDE BRACING ABOVE CEILING AS NATION I SPACING MAX. WALL HEIGHT m SHEET: REQUIRED PER NEW ASSEMBLIES. PATCH AND REPAIR GYP BOARD OPENING, WHERE OCCURS, FINISH SCHEDULE COMMENTS: 362S125-18 16" 12'-4" I- TO ACCOMMODATE NEW DOOR ASSEMBLY. DOORS TO RECEIVE 3M OPAQUE WINDOW FILM. 1. PATCH AND REPAIR ALL EXISTING OPEN OFFICE 362S125-33 16" 14'-3" F' CONFIRM FINAL SPECIFICATIONS WITH TENANT. FINISHES AS REQUIRED TO ACCOMMODATE NEW BREAK _c.D A �`t 2. PROVIDE NEW FRAME FOR EXISTING DOOR TO ACCOMMODATE CARD READER, IF REQUIRED. ROOM FOOTPRINT. w E� o �..` 2. PROVIDE NEW RUBBER BASE TO MATCH EXISTING AT WALL TABLES ARE BASED ON WALLS SHEATHED BOTH SIDES FULL HEIGHT WITH = WALL WHERE CABINETRY IS REMOVED. 1/2" GYPSUM BOARD ATTACHED WITH #6 SCREWS MIN. AT 12"-0" 0.C. MAX. 3. SEE ELEVATION 2/A4.10 FOR WALL DIRECTION AT BAR 3 JOB N0. HEIGHT COUNTER. 4. PATCH AND REPAIR EXISTING VCT AS REQUIRED. WAL H , GiLr� �`� n\EL[;L , 250 .21 'L=i' VL' , I 1 �`��)//dL-1 215095023\ti_DRAWINGS\ARCHITECTURAL\23-A5.20.DWG KGB 10/27/17 08:52 1:96.00