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Plans (39) BU P2017 - 00272 OFFICE COPY OWNER =-. SHORENSTEIN REALTY SERVICES ROB FABIAN - PROJECT MANAGER - CONSTRUCTION / - VACANCY SPACE PREP f SW Locust Street _t____, 5335 MEADOWS ROAD SUITE 275 { 1`,/ °M$*we B0 40 0 0000 8C — l 110:00;!I! li iIII I; ttilt;ls!ilf d �����{ - ;!i!!!t!1!!!I I I!!III'!il: _ ; LAKE OSWEGO, OREGON 97035 _II r { p4.,,, - _ IE l l'l i !�I f�;l �� PHONE: (503)412-4800� .� ,r151IIIc �� Architecture � interiors ( TENANT IMPROVEMENT Planning m Engineering iF .0 P , ,!la Tf: .I�IiT ?l 4, @wea `l 4 'I,Jmil!•_ I Illi. il! /0 , _ M = r_t0 adl i�# I'!EiE1lt€I ! i,( � ;tI I{t ' a 1'I . '- STRUCTUR oPARKING =_ ' GENERAL CONTRACTOR la . _ �_�--�� ''J. = -so µ �r �Q�9s__ ' ' :1 •�'�f'` It��,illll€ r i Doo IItI,; -A, -D •o I € 11,1 :I. II41111 ICI11 „--1 1 LINCOLN Tc \VER 1r ,`� Ilii'{!I'i{� L� �I; - C, �� ,�/rill 111i losi`SIlIIIIIa1lr•��``/ Ir RUSSELL CONSTRUCTION e Q ‹Ml"€t1!ii;ItIiIIII11 / {i ice__ E— 01- ms's ` san i / DONN STURDIVANT ARNE WAYRYNEN i �z INN o II _ i I I / DSTURDIVANT�RUSSELLCONSTRUCTIQN.COM 'Q ! +� n� --- Ii„i Eta Il �li`a� � � I 10260 Dnd5) I ),-------,r c;,,,;^-- _ �„ l a,,, / GREENBURG � CIGD 545\ 4 rVancouver,WA hi 360.6951879 t �� ;:,® t =, �� ' /41t PHONE (503)692-9002 BUILDING DIVISION / I • C'c'Y TIGARD OREGON Seattle,WA 3 � • �� � � y f � 206/49.9993 g -f _ _A e i LEGEND �' .y Www.mcknze.�om i _ ,11j1); INDEX OF DRAWINGS [_==3: F EXISTING CONSTRUCTION TO BE DEMOLISHED I i 6,,,w,o,.°/ t P.N\\\\,\\\\\-\\:\\-\\Me � ”` -,... „,,, , 4 -_--- ------=. l' c`"7111i/ „ `�r. �_ p., /,! ,� G0,01 TITLE SHEET, SITE PLAN, KEY PLAN, CODE SUMMARY, LEGEND AND NOTES 11-- DESIGN DRIVEN I CLIENT FOCUSED i t `� XISTING WALL TO REMAIN I ' /,_____;;.5 ,IT} ,s1 AlAi.10 DEMOLITION PLAN, PARTIAL ELEVENTH FLOOR PLAN AND NOTES Client I i 7t.0 i C. A1.20 DEMOLITION RCP REFLECTED CEILING PLAN AND NOTESi I : - I `I " ___ �'�ii3 f NEW WALL TO UNDERSIDE OF GRID, SEE 4/05.20! s • r' 14tilitlJf r4.,.. .;4 _ � -� A5.20 DETAILS AND SCHEDULES a ST. .s I I (i I f ,; 1"�a' • 101,00: ``\\ ` 9 k , ' - , EXISTING 2 HOUR RATED WALL TO REMAIN _ -_-1 r V SCOPE OF WORK EXISTING 1 HOUR RATED WALL TO REMAIN i�LAZA r i!i l I I I 1,;1 1": I _ s , ,i f , t — �{ I ! kl{I(1!II{,,, — l L — II! I iitI liti 11111 '� ,"_: q _ 5 UC1C�RED PARKING ' I I STRUC EP)PARKING 1 THE SCOPE OF WORK FOR THE PROJECT INCLUDES INTERIOR LANDLORD IMPROVEMENTS I ' I EXISTING DEMISING WALL TO REMAIN SHORE STEIN �. I• I!�I�I ;,;1 �� _ � I { �If�} 111 .`�'t--�;-�,I _ -- I. II ifilillilliffil+r. t t- i 11111 I I}ilI `IfIr ,t."; I1, - ; ` FOR AN APPROXIMATELY 7,765 SQUARE FOOT VACANCY ON THE ELEVENTH OF TWELVE FLOORS. - � r -,I;;, t;+t E wI;,1 t I,r i r- � �!{`I t`:�I t I t t I I I!t I I I I I i{5''t't t I;;I I E= WORK TO INCLUDE DEMOLITION, A NEW WALL, DOORS, AND NEW LIGHTING. .g EKISTING FLUSH FLOOR ELECTRICAL LOCATION n SW Oak Street _ == a;- t ) , ----'\ fr ? .1 —f.�—� �l1`t`i���i a"4.�'_.• —,........c......7, �„ + ! t st �r r' d - .1 -t- -t- i, " • = = +4+ Architecture p Interiors4. FSS; / rt 1 �J 4444 /// r 7 J �� ®� EE 1 �y r 4\''' Planning Engineering �(� jars- Cf. t >-`� �'_� rx •.:�' Yg,,� Y�=`_ •,V., d,j Y '' —::i 7 ^�Y^- T) YTS W•'`.' :...1:Eji7-_ •:. Y / ~e \ ;''may �. L " ..i.- Y / Portland, OR 503.224.9560 1. Y _ � ,..... , FE�J " -'` '�� �'�, ----• Vancouver,WA \:(0 K µ � -4- •:::•/1",,;-:- _ 4:44:::44-.1 ., t -0-1 \ c,� 360.695.7879 T ice' /. `. ,-;•�. Seattle,WA `_ _ L--e.,. 206.749.9993 ..� r__r__t__• SSS ,,:‘,....% ff + \ s'::::::, 1._+48 � ; ' MACKENZIE, 41 tt ,.,.......... va.•..•mi.•a LI—--......J1•••\„.......:Mj . ° I DESIGN DRIVEN I CLIENT FOCUSED \--, ••W i.T 1 , . a r '�'' 61 \ /'s FSI `. Client \ •,, : 1n r t • BT _-' . _ C motS H O R E T E I N t;• _ N tl x - i i k ., r. 1. „ No OF- `. f,ra R A f a II I. I) fes-•0 �. r---�� .�? 1 '. I If �--+1 t--t Ire-, '" It Ir--� 1 DEMOLITION PLAN 1 A110 1/8"-1'—o" Project 10�0 VACANCY SPACE , PREP I XIS ~.. EXIST Da v_ SUITE 1150 cPTILE , TIENANT .mat. CPT TILE il! (IP UNOOLN TOWER ., :. . .oar: ,:.:.. sD, .., I 'I f �, / — f LOBBY 1 jJ RD. 11 I _; 10260 SW `' 1101 ` a k , CPT sr BREAK _ 11GAFD, OREGON ! ,,. rrlrE 11 i6 ` �- \ I 1 — — — — T=r)— — ihill! ' OPENCONFERENCE \�it � � > � OFFICE � et') OPEN W =r' 11/5 �` OFFICE < , �' 1 D. KIS ,`x. 4A, 1102 BREAK ? + CA \ 1103 fel 1� /-,,,,„ \,/ = :�` ,, ! J -Tt ( + FOR . ), 0' ti - EX'S OF ICE € _.OFFICE ??.1105 11i3 OF 4 \ CPr ., t rn.E :w' I 1 OFFICE iii2 + ALL RIGHTS RESERVED THESE DRAWINGS ARE THE PROPERTY ,, x, .r.• II x. I a. XIS OF MACKENZIE AND ARE NOT TO BE OPEN I i \ `�X USED OR REPRODUCED IN ANY MANNER, ` OFFICE WITHOUT PRIOR WRITTEN PERMISSION 1104 XIS ! XIS .l I OFFICE OFFICE OFFICE OFFICE OFFICE OFFICE REVISIONS: 1106 1107 1108 1109 1110 1111 Z 0 4 REVISIONS REVISION DELTA > THISCLOSING DATE , „. 0 1.44 cc o ` SHEET ®(fit :;' I:\ X56 --VI" i't 1 I I a ! II If II 11 II ff 11 11 )1 )T TF it if i 11 f1 .1 it 11 - ¢ 1RTIAL . LEVENTIH-1 FL* 0° 'ril. \ I 1 111 1/8"=1,-0=9 I I GENERAL DEMOLITION GENERAL NOTESKEYI s SHEET TITLE: A. REMOVE EXISTING FLOOR COVERINGS AND RUBBER BASE THROUGHOUT, UNLESS NOTED A. ALL EXISTING CONDITIONS TO REMAIN, UNLESS NOTED OTHERWISE. 1. ALIGN NEW WALL WITH EDGE OF EXISTING BUILDING COLUMN. ENSURE FLUSH FINISH. DEMOLITION PLAN, OTHERWISE. PATCH, REPAIR AND PREP SUBSTRATE AS REQUIRED TO RECEIVE NEW 8. DIMENSIONS REFLECT FACE OF FINISH TO FACE OF FINISH, UNLESS NOTED OTHERWISE. 2. PATCH AND REPAIR EXISTING CORRIDOR WHERE AFFECTED BY NEW CONSTRUCTION, PARTIAL E-...' , FINISHES. SEE SHEET A5.20 FOR FINISHES. C. WALL THICKNESS ARE NOMINAL, UNLESS NOTED OTHERWISE. MATCH EXISTING FINISHES TO BUILDING STANDARD. FLOOR PLAN AND B. THE CONTRACTOR SHALL CAREFULLY EXAMINE CONSTRUCTION DOCUMENTS FOR THE D. ALL INTERIOR WALLS TO GO TO UNDERSIDE OF GRID UNLESS NOTED OTHERWISE. NOTES WORK. ANY CONFLICTS, INCLUDING BUT NOT LIMITED TO BUILT CONDITIONS OF M.E.P. IN E. OUTLETS INDICATED ARE EXISTING UNLESS NOTED OTHERWISE. SITE VERIFICATION HAS THE PLANS SHALL BE CALLED TO THE ATTENTION OF THE ARCHITECT/DESIGNER, SO BEEN PERFORMED (ON 09/29/2017, WHILE VACANT) AND PLAN, ELECTRICAL AND CEILING THAT THE CLARIFICATION CAN BE ISSUED. INFORMATION HAS BEEN UPDATED (OBSERVATION IS LIMITED TO VISIBLE/ACCESSIBLE C. SALVAGE ALL DEMOLISHED COMPONENTS AS POSSIBLE. RETURN TO LANDLORD FOR AREAS). CONTRACTOR TO FIELD VERIFY AND CONFIRM ADDITIONAL REQUIREMENTS WITH FUTURE USE. TENANT. D. SAVE AND RECYCLE DEMOLITION DEBRIS WHERE POSSIBLE. COORDINATE WITH CITY OF F. ELECTRICAL, DATA AND SWITCHING LOCATIONS INDICATED ARE SHOWN TO CONVEY 1 TIGARD REQUIREMENTS FOR RECYCLING DEMOLITION DEBRIS. GENERAL INTENT ONLY. COORDINATE ELECTRICAL/DATA SWITCHING REQUIREMENTS WITH DRAWN BY: CAK E. CAP ALL ABANDONED PLUMBING, ELECTRICAL CONDUIT, AND OTHER UNDER SLAB LANDLORD AND PROVIDE DRAWINGS BY DEFERRED SUBMITTAL. UTILITIES AS REQUIRED. G. NO VOC PAINT SYSTEMS TO BE UTILIZED, TO INCLUDE PRIMERS AS WELL AS FINISH F. RETAIN EXISTING FIRE EXTINGUISHERS FOR FUTURE USE. CHECKED BY: SBH, PDK G. EXISTING STRUCTURE TO BE LEFT UNDISTURBED AND INTACT. PERFORM NO DEMOLITION PRODUCTS. 1 THAT MAY COMPROMISE THE STRUCTURAL INTEGRITY OF THE BUILDING WITHOUT WRITTEN H. ALL DIMENSIONS SHOWN AS PLUS/MINUS (�) ARE FOR GENERAL LAYOUT AND REFERENCE SHEET: APPROVAL OF THE ARCHITECT/DESIGNER. ONLY. VERIFY AND CONFIRM ALL DIMENSIONS AND CONDITIONS PRIOR TO START OF WORK. H. SALVAGE ALL EXISTING DOORS AND HARDWARE FOR RE—USE. NOTIFY ARCHITECT/ENGINEER OF ANY DISCREPANCIES PRIOR TO START OF WORK. I. ADD SOUND INSULATION IN ALL NEW WALLS. Iii ' 2-4 - o _ I 1 JOB NO. 21: ' 2 Pf2vof 11 SET: 10/05/2017 215095462\4_0RAWINGS\ARCHITECTURAL\62–A1.10.DWG CAK 10/04/17 14:18 1:96.00 L "MI `� ,. NENE .s. w‘^v1,r...eP.r'Ss..K a.,..:.!rr*.,� , pgfVpNOyNM krftV s / '',',1 1 � ' Architecture Interiors . Planning rEngineering 1..... 1,----X4 .: . -:--r1..r- 11111111111111111111111111111111111111111111 / / I le '. IIIIIIEEIIEIIIIIIIIIOIEEEIIIIIEEE 431.33.33. IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIMIII— - .' 1 >/ \ -1:111131.111111111111111111111111EMINIMI 1-; , ; . , 4111M11111 Portland,OR /: ' aliMirl '‘Willillill1W/4 503.224.9560 Vancouver,WA 111111111 �■ f 110111111111WporWILUmmillillM,v4r. 360.695.7879 ,\\\\4 Seattle,WA ' diamie pr 206.749.9993 :. , . . 711111,/ \s/' a - , www.mcknze.com 4111\11mingrA:14 \ ! ' ' ' ' ' TYP. , : . . _ ,,, . . / DESIGN DRIVEN I CLIENT FOCUSED \\11111 O1 ♦ I I lir � ,; - ,W/ - . , iiiiiiiiiiMMENEMEiliMM- Client V -4 - fl : : • : : : : :• :. . •, -, __ : : SHORENSTE I---- i>I 111711 0 �+,� i D E' OUTION ,"-CP I I .; 121/8"=1'-o" Project VACANCY FACE ■ PREP sun 1150 d I Mar r/ { . IMPROVEMENT •' X1!1■= �1 ■■ 0 111 . .� .■��� °. ■��� k LINCOLN'TOWER ■■■ ■ A, :11111 ,. 4. ■■ ,� _w 102e0 sw C�REENBURQ �. 't'1C�iAi� CQN ■■■ A V q. 1 11■■ �r . I ■ 11 ■1 ■■1 , f ■■■ a■ 11■1 —_ ■ s, ■,� f11■ 1111111111111111111■■_ _ tiller1 ■ ■ ■ � � X11■ s/ . 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IR I I SIONS. EVI z `"Q REVISIONS REVISION DELTA i H I THIS CLOSING DATE 11 11 111 11 H tl 1'1 H H H ,1 TYP. 11 11 1.1 1I1; 11 UUHP!HL _ in H 1;1 II s } o SHEET @j } } ����■ ■����ummillrnillio � r���>•����I• � ___AIME m� —_ a4r:4-a. �� � . � ;._.. ... ����� x ■■■ 1 . } } II II 1 FI EI t IE l II { 11 I REFLECTED CEILING PLAN } I 0 i i.2 1/8"=1'-0" } GENERAL NOTES I Ef SHEET TITLE: A. SUSPENDED ACOUSTICAL TILE CEILINGS AT 8'-10"± (EXISTING) AFF, UNLESS NOTED 1. EXISTING SAT MAIN NORTH/SOUTH GRIDLINE, TYPICAL, AS IDENTIFIED DURING SITE DEMCL P, OTHERWISE. OBSERVATION. OBSERVATION IS LIMITED TO VISIBLE IDENTIFICATION OF CONSISTENT rEFLECTED B. FOR SEISMIC BRACING OF SUSPENDED CEILING AND INTERSTITIAL EQUIPMENT SEE DETAIL MAIN LINES. ANY VARIATIONS TO BE CONFIRMED ON SITE BY CONTRACTOR. CEILING PLAN 3/A5.20. 2. NEW LITHONIA 2ALL4 2X4 LED LIGHT FIXTURES WITH DIMMERS THROUGHOUT. AND NOTES C. CENTER ALL DOWN LIGHTS, FIRE SPRINKLER HEADS, SMOKE DETECTORS AND ALL OTHER 3. RELOCATE EXISTING CEILING COMPONENTS AS REQUIRED WHERE AFFECTED BY PROPOSED CEILING PENETRATIONS IN CENTER OF 2x2 TILE, UNLESS NOTED OTHERWISE. LIGHTING LAYOUT. D. COORDINATE ELECTRICAL REQUIREMENTS WITH LANDLORD, ALL ELECTRICAL DRAWINGS WILL BE 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. I 1 F. REPLACE DAMAGED AND SOILED CEILING TILES WHERE AFFECTED BY CONSTRUCTION TO DRAWN BY: CAK MATCH EXISTING. G. LIGHTING LAYOUT IS SHOWN FOR PRELIMINARY DESIGN INTENT ONLY. FINAL LIGHTING LAYOUT CHECKED BY: SBH, PDK TO BE PROVIDED BY THE ELECTRICAL CONTRACTOR AND IS DEPENDANT ON OREGON ENERGY I , CODE ALLOWANCES AND EXISTING BUILDING INFRASTRUCTURE IN CEILING. ELECTRICAL SHEET: CONTRACTOR 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 SPACE. CONFIRM NEW LIGHT FIXTURE PLACEMENT DOES NOT INTERFERE WITH NEW WALL CONSTRUCTION AND SAT MAIN GRID LINES, RELOCATE IF REQUIRED. FINAL Al 2 (*- LAYOUT TO BE REVIEWED AND APPROVED BY LOCAL JURISDICTION THROUGH DEFERRED SUBMITTAL. 1 i JOB N0. a, , I 1 Pig'='-\K=T SET: 10/05/2017 215095462\4_0RAWINGS\ARCHITECTURAL\62-A1.20.DWG CAK 10/04/17 14:17 1:96.00 FLOOR OR ROOF STRUCTURE POP RIVET RUNNER TO WALL ANGLE AT 2 BERC 2 ADJACENT WALLS, FASTEN CLOSURE ANGLE WITH #6 8" MAX. / CLIP 0 SCREWS DIRECTLY TO WALL FRAMING OR PROVIDE STRUT STABILIZER BAR BETWEEN ALL MEMBERS AT PERIMETER �,-- .... rj10t, ATTACH STUD TRACK STABILIZER BAR 1141 �3�,,ADDITIONAL #12 WIRE SUPPORT AT ALL MEMBERS /''�1 THROUGH GRID TO �. WITHIN 8" OF PERIMETER 3 I BRACE ABOVE —LATERAL BRACING WITH APPROVED VERTICAL % SUSPENDED CLG \ COMPRESSION STRUT AT 12'-O" OC EA WAY 2" 41111 ` ° ASSEMBLY \ COUNTERSLOPE HANGERS IF MORE THAN 1:6 OUT OF PLUMB ` m �, Architecture Interiors ll 4) r� � Planning 1-1 Engineering ` X45 a� � F ) "ATTACHED ��- " �r 1 4�, CUT TILE FOR TIGHT , i 1�h METAL STUD BRACING TO FLOOR �� FIT AT WALLS ( STRUCTURE AT 8'-0" OC W/ (2) #8 O !I AT WALT. NTS 1 I SHEET METAL SCREWS AT EACH END. NOTE FOR UNATTACHED WALLS PROVIDE A CASING BEAD Portland,OR Q i, � � STUD SIZING PER SPAN TABLE. 503.224,9560 5 " USG 200-A ►�' ' 3/4 GAP BETWEEN EDGE OF ANGLE AND CLIP (: BRACING TO BE PROVIDED WHERE -- DO NOT SCREW BERC 2 CLIP TO TRACK i DISTANCE BETWEEN PERPENDICULAR Vancouver,WA �a SOUNDAANEW WALLS,ATTENUATIONTYP. INTERSECTING WALLS OR HORIZONTAL 360.695.7879 �� TABLE MAX. LENGTHI . BRACING BETWEEN WALLS EXCEEDS Seattle,WA ie� } CROSS RUNNERS FIT BETWEEN MAIN RUNNERS 8'-0" OC 206.749.9 93 3" 1/2" DIA CONDUIT EMT 5'-10" MAIN RUNNERS AT 4'-0" OC SUPPORT WITH #12 3 4" DIA CONDUIT (EMT ?'-8' P ,..,•� www.mcknze.com A WIRE AT 4'-0" OC OR WITH #10 WIRE AT 5'-O" OC EA WAY " " 6'-O" MAX ' " 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 162S125-33 MTL STUD 12'-0" ••P TABLE FOR GAUGE AND SPACING A:C 11 -`�'- 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 NOTE: BACK TO BACK 1625125-33 15'-0" '. ' : SIDE AGAINST TRACK NO ALL GRID MEMBERS AND CONNECTION DEVICES TO BE OF AN SECURE ALL HANGERS TO BLDG MTL STUDS (1-5/8"x2OGA) "t SEALANT AT SIM COND Client APPROVED TYPE AND HAVE A 180# CAPACITY. ALL LATERAL BRACING STRUCTURE. TRAPEZE DUCT WORK SGL 250S125-33 MTL STUD 13'-6" 1/2" MAX WIRES TO HAVE A 200# CAPACITY. AND OTHER LARGE OBSTRUCTIONS (2-1/2"x20GA) i BOTTOM TRACK TO FINISH SUSPENDED CEILING BRACING TO COMPLY WITH ASCE7, ASTMC635, BACK TO BACK 250S125-33 15'-O" CONCRETE SLAB ° FLOOR W/ POWDER DRIVEN ASTMC636 AND ASTME580 MTL STUDS (2-1/2"x2OGA) o ANCHORS AT 4'-0" OC ' SUSPENDED CEILING BRACING 4, .'j t— x li I V s ; S H RESE , No l 4 t l NOTE PROVIDE SEISMIC SEPARATION JOINTS IN CEILINGS GREATER NTS 5.2 AT FLOOR AND SUSPENDED CEILING 3"=1'-0" 1 ;' THAN 2,500 SF. PROVIDE HEAVY DUTY GRID SYSTEM. v ill.............„... d I I EXISTING BASE—\\I Project OR NEW BASE SOUND ATTENUATION BATT VACANCY SPACE TO MATCH lk. AS OCCURS PREP EXISTING IF _ � NEW RUBBER BASE SUITE •: ��� ��) REQUIRED 1/4" TO RECEIVE RUBBER TENANT 000 46\, 8C JL D , E I BASE COVE IMPROVEMENT DOOR DOOR DOOR FRAME HDWR - ! TOWER DOOR DETAILS RATING COMMENTS w�- �' OPENING SIZE THK TYPE MAT'L FINISH MAT'L FINISH GROUP I,`i' 4" 102 RD. EXIST 3'-0"x8'-8" EXISTING DOOR -- � ="j '� OREOMI 1101A (PR) 3'-0"x8'-4"± -- G G CLR -- -- 8/A5.20 H-1 -- 1 BASE AT JAMB FULL GLASS DOOR I FLUSH WITH GYP BD; 1 4" TEMP GLASS HARDWARE GROUPS: ABBREVIATIONS: PROVIDE "J" MOLD AT LIGHT AS OCCURS H-1: LOCKING ENTRANCE EXIST EXISTING TOP OF BASE FOR = �''�-- BUTT GLAZED SIDE BOTTOM RAIL MOUNTED G GLASS GYP AND KNIFE EDGE 4. NA� THUMB TURN KEYED REVEAL �— P` , D. '1 r CYLINDER AND DUST CLR GLASS �- FULL GLASS DOOR ,f i'- '9 PROOF STRIKE AND ® ,� 5 ®3 " SIGNAGE ON SIDE "THESE DOOR SCHEDULE NOTES: EXISTING BASE POR ' ', OR rI! ik DOORS TO REMAIN A. ALL DOORS/CLOSURES TO BE CHECKED, ADJUSTED, OR NEW BASE BASE COVE TO RECEIVE RUBBER TO MATCH - UNLOCKED DURING AND/OR REPLACED TO BE IN COMPLIANCE WITH ADA. EXISTING IF 1 `�` ' OF % BUSINESS HOURS", B. ALL SECONDARY DOORS TO HAVE DEADBOLTS REMOVED, REQUIRED j BUILDING STANDARD INSTALL COVERPLATES OR CHANGE DOORS AS AVAILABLE. —NEW RUBBER BASE I ' PUSH-PULL, PIVOTS, C. ALL DOORS, FRAMES AND HARDWARE TO MATCH EXISTING © MACKENZIE 2017 SUITE STANDARDS. t - ALL RIGHTS RESERVED CONCEALED CLOSER D. VERIFY DOOR HEIGHT DIMENSIONS. APPROXIMATE THESE DRAWINGS ARE THE PROPERTY MEASUREMENTS BASED ON FIELD OBSERVATION. OF MACKENZIE AND ARE NOT TO BE E. NEW DOORS MAY BE PULLED FROM EXISTING BUILDING WAI\ USED OR REPRODUCED IN ANY MANNER, INVENTORY OR RELOCATED WITHIN SUITE WHERE i WITHOUT PRIOR WRITTEN PERMISSION AVIV I I POSSIBLE. - REVISIONS: DOOR SCHEDULE COMMENTS: /1 , Z 1. NEW BUILDING STANDARD FULL GLAZED TENANT ENTRY DOORS. PATCH AND REPAIR GLAZED 0� 1L.) ,i�' . *`ORS E � REVISIONS REVISION DELTA O 5-1THIS CLOSING DATE EXISTING GYP BOARD OPENING TO ACCOMMODATE NEW DOOR ASSEMBLY. PROVIDE 52 3"=1'-O" o �o SHEET BRACING ABOVE CEILING AS REQUIRED PER NEW ASSEMBLY. (DESIGN INTENT IS FOR NEW TENANT ENTRY DOOR HEIGHT TO MATCH ADJACENT TENANT ENTRY DOOR HEIGHTS). * LINCOLN TOWER STUD SIZE: 2w" I ° FLOOR A CE LIMITING`�*J � G L -L U U TAB E I I �----- B SE N. WALL E. WALL S. WALL w WALL CEILING SCHEDULE OF INTERIOR FINISHES 74-, . NON STRUCTURAL � �a �( V L/240 O 5 of ROOM ROOM NAME MAT'L MAT'L MAT'L MAT'L MAT'L MAT'L CEILING FINISH / p NO FINISH FINISH FINISH FINISH FINISH FINISH HT. MAT'L COMMENTS 1: It, .:`.TION SPA&t K C ° a 1101 LOBBY CPT RB P P P P EXIST EXIST CPT-1: TBD . 1102 OPEN OFFICE CPT RB P P P P EXIST EXIST 2505125-18 24" 8'-4" I 1103 BREAK EXIST RB P P P P EXIST EXIST P-1. TBD 250S125-18 16" 9'-7" SHEET TITLE: 1104 OPEN OFFICE CPT RB P GB/P P P EXIST EXIST RB-1: TBD 250S125-27 24" 9'-10" DETAILS AND 1105 OPEN OFFICE CPT RB P P P -- EXIST EXIST250S125-18 16" 11'-3" CH ULA 1106 OFFICE CPT RB P P P GB/P EXIST EXIST 1107 OFFICE CPT RB P P P P EXIST EXIST 362S125-18 24" 13'-5" 1108 OFFICE CPT RB P P P P EXIST EXIST 362S125-18 16" 14'-4" 1109 OFFICE CPT RB P P P P EXIST EXIST 3625162-33 16" 16'-5" 1110 OFFICE CPT RB P P P P EXIST EXIST 1111 OFFICE CPT RB P P P P EXIST EXIST 362S162-43 16" 18'-0" 1112 OFFICE CPT RB P P P P EXIST EXIST 6005162-33 16" 24'-6" 1113 OFFICE CPT RB P P P P EXIST EXIST , 1114 CONFERENCE CPT RB P P P P EXIST EXIST INTEROR NON SMOTIMAL DRAWN BY: CAK 1115 OPEN OFFICE CPT RB P P P P EXIST EXIST FA. ;,ctem. wALL L/360 h. 5psf D 1116 BREAK EXIST RB P P P P EXIST EXIST to CHECKED BY: SBH, PDK 1 FINISH SCHEDULE NOTES: ABBREVIATIONS: ` c` __= A« ,:c_ Li!362S125-18 16" 12'-4" SHEET: A. ALL INTERIOR FINISHES BUILDING STANDARD, COLORS CPT CARPET TILEm TO BE COORDINATED WITH LANDLORD. EXIST EXISTING 362S125-33 16" 14'-3" 1¢- aay B. PATCH AND REPAIR ALL EXISTING WALLS WHERE P PAINT I- _ i AFFECTED BY NEW CONSTRUCTION. PAINT NEW AND _ ® Il RB RUBBER BASE 0 EXISTING WALLS THROUGHOUT. WALL TABLES ARE BASED ON WALLS SHEATHED BOTH SIDES FULL HEIGHT WITH C. PROVIDE NEW BUILDING STANDARD UPGRADED CARPET GB GYPSUM BOARD 1/2" GYPSUM BOARD ATTACHED WITH #6 SCREWS MIN. AT 12"-O" O.C. MAX. _ I TILE FLOOR FINISH AND RUBBER BASE THROUGHOUT, UNLESS NOTED OTHERWISE. EXISTING VCT TO REMAIN < JOB NO. 2� ! •k'•} •;® 2 ; AT BREAK ROOMS. 12 WALL HEIGHT TABLE I I 5.2 PERMIT 8E1 : 10/0512017 215095462\4_DRAWINGS\ARCHITECTURAL\62-A5.20.0WG CAK 10/04/17 74:17 1:96.00