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Plans (26) BU P2018-00300 OFFICE Coils OFFICE COPY OFFICE COPY OWNER SHORENSTEIN REALTY SERVICES ROB FABIAN - PROJECT MANAGER - CONSTRUCTION CORNFORTH CONSULTANTS RFAB IAN OSH OREN S TEIN.COM 5335 MEADOWS ROAD, SUITE 275 AREA OF WORK _ LAKE OSWEGO, OREGON 97035 svt'Locust Street PHONE: (503)412-4844 Architecture Interiors `-` I,: ''-' . •. , I :> - _};r '} _ i I �I � ,- i 1 l Planning Engineering f .-1 , I< - . �- - -_ -= II [ I III —IIIII,iIl GENERAL CONTRACTOR c III (j _,b: TENANT IMPROVEMENT g ELVOc 1L '-',J , , _ RUSSELL CONSTRUCTION RECEIVED o _ - 3. o +� DONN STURDIVANT/ARNE WAYRYNEN qI - P -3 �, ;=� ��'�`' �, TURF17 PARKING �. 1 r ... 3TRUi. - � I �, r•_ ,- ■ DSTURDIVANTORUSSELLCONSTRUCTION.COM • - �� I 1 I II � p ortland OR ,' (),-, L. f I i I ilii 1 1 1 1 1 1 T?' / 20915 SW 105TH AVENUE OCTQCT 3 0 201$ ! �' r TUALATIN, OREGON 97062 4 L I N CST N TTY OF 543,224.9560 ;! I rAb I - �` r� l c T I I 1 I r i I �I_..- ...,, . / PHONE (503)692-9002 Vancouver, WA //6:- — _ r� 1 Y; ,l I �!ILD G1?,. ' 10250 SW GREENBURG RDi�= . ����, -.::•:•-?:,) _ . . .. , -: \ :-t" -ili t I - • `." 205.749.9993 r;,< 'xc � ` ' 1 , r -. rrw'+",, lel .J�-li �1�, ,---++k www.n„k„ze.com EXISTING CONSTRUCTION TO BE DEMOLISHED TIGARD OREGON t 1 ,, rr - _ \ .�.,r:/ •.d i -I� �' , may( R - t, _� /� - _ _ �. w.mcknze.com ( V , r -.-v.�-n� 1•( !, '' 1 .), �' f,,-. ( 1- _.fir. \. ~ J \ 3-• Lyl' ., , `�1 4 `1' i��, 1 c - — 3�'�f y EXISTING WALL TO REMAIN MACKENZIE ;, Q4` 1,;,,,, �� ',� r. T fur.114. 1 - -r- ,, • ..� , ��; -- �.--- ��� Ci�14N�lIYEN I CLIENT FOCUSED• • T , .� f , . r?. \.. ' _a- = -. _ EXISTING PARTIAL HEIGHT WALL INDEX OF DRAWINGS • -i• .;a .:,;:. . % Of It "w - i, Client •miNEW WALL TO UNDERSIDE OF GRID, SEE 4/A5.20 I "r I G0.01 PROJECT INFORMATION, PROJECT LEGEND, SITE PLAN, KEY PLAN, CODE SUMMARY AND NOTES ``'''-' ' - �-'"-``,'` � • — - i' . A1.10 DEMOLITION PLAN, PARTIAL FIRST FLOOR PLAN AND NOTES '�-- 7ci) . :, ' EXISTING DEMISING WALL TO REMAIN >- .ii F f; ,' A1.11 DEMOLITION REFLECTED CEILING PLAN, REFLECTED CEILING PLAN AND NOTES '11 _ � ,E-1 IF �'a � , i! 11 � a EXISTING OUTLET AND TELEPHONE/DATA ROUGH IN LOCATION l 1141XICW NEW OUTLET AND VOICE/DATA ROUGH IN LOCATION A4.10 INTERIOR ELEVATIONS AND DETAILS :I .I I.i A5.20 DETAILS AND SCHEDULES SHORE STEIN f ,: '- 1 ' - : 41 _ it frE?. .! HH IIII ,• �i -,("s 1 i - EXISTING COVERPLATE � - _ i - EXISTING LIGHT SWITCH SCOPE OF WORK -1 I I i1111I 1 I r``. - - r - I I I I 1 In i is NEW LIGHT SWITCH WITH OCCUPANCY SENSOR THE SCOPE OF WORK FOR THE PROJECT INCLUDES INTERIOR TENANT IMPROVEMENTS - IIIIi .II I-:111 I = - , _ sTRUCTURFn PARKING, _ ' — STRUCTURFT7 PARKING — , , ` ` FIRE STROBE FOR AN APPROXIMATELY 7,713 SQUARE FOOT TENANT ON THE FIRST OF THREE FLOORS. I 'x I I II Ili I — I I I f � I�� I T WORK TO INCLUDE DEMOLITION, NEW WALLS, DOORS AND RELITES, NEW CABINETRY AND NEW FINISHES. Project .� ;; - i I 1 II 11 I i --_ /- 11 II I 1 I 111 1 I I I II i FIRE EXTINGUISHER CORNFORTH 4 - _ sv. Oak 5trset EXISTING THERMOSTAT TENANT APPROVAL: CONSULTANTS ' - - - - WOOD BASE SUITE III � �00' 200' Q KEY NOTE FOR REFERENCE DESIGN/CODE DATA Ali 4 LN OLN INTERIOR ELEVATION FOR REFERENCE GOVERNING CODE: 2014 OSSC 10250 SW GREENBURG RD. 1 SITE PLAN OCCUPANCY: B ARD, OR GO.a NTS qoo) DOOR NUMBER SYMBOL CONSTRUCTION TYPE: TYPE I-B TENANT AREA (APPROX): APPROX. 7,713 S.F. TRUE EXIT REQUIRED EXIT OCCUPANCY LOAD: 78 .,•,. I zwe NORTH EXISTING CEILING GRID SUITE 111: 2 REQUIRED EXITS, 2 EXITS PROVIDED d; KI' LAB: 1 EXIT REQUIRED, 2 EXITS PROVIDED e,e NEW 2'X4' CEILING GRID, SEE 3/A5.20 CONFERENCE: 1 EXIT REQUIRED, 1 EXIT PROVIDED r n ■ . ■ . ■ w--■ - - - - I _ ■ - ALL EXITS ARE EXISTING AND HAVE APPROPRIATE EXIT SIGNAGE /'a' ' . 1r r' _ IIS -. ��_� EXISTING 2'x4' LIGHT FIXTURE TO REMAIN BUILDING IS FULLY SPRINKLED AND HAS NFPA SMOKE DETECTION `124:, �' I _m EXISTING 2'x4' FLUORESCENT LIGHT FIXTURE TO REMAIN WITH ON SITE EMERGENCY GENERATOR FOR FIRE, LIFE/SAFETY BACKUP POWER O�, Ogg p q- - , ,iI..... . .. SEPARATE PERMIT -�"-� �'�=" 2'x4' LIGHT FIXTURE TO BE REMOVED I , 1 -l'- •• CAN LIGHT FIXTURE TO BE REMOVED 2014 OSSC SECTION 107.3.4.2 (separate permit by © MACKENZIE S x8 ( � others) ALL RIGHTS RESERVED pit y FIRE SPRINKLER EXISTING CAN LIGHT FIXTURE TO REMAIN THESE DRAWINGS ARE THE PRRE NOT OPERTY BE C MO �, T....:::: FIRE ALARM OFFICE COPY USED OR REPRODUCEDOF MACKENZIE AND IN N ANY MANNER, I I of 1'1 NEW 2'X4' LITHONIA 2BLT LED LIGHT FIXTURE MECHANICAL WITHOUT PRIOR WRITTEN PERMISSION � + L ELECTRICAL CITY OF TIGARD NEW 24-HR LIGHT FIXTURE REVISIONS: L= 7 Iu 1 ':31: � � �,�� PLUMBING REVIEWED FOR CODE COMPLIANCE Lf .1 L , ' EXIT ILLUMINATION Approved' I REVISIONS REVISION DELTA I � T NELIZ EXISTING 5UPPLY/RETURN VENT TD REMAiNOTC• s� THiS CL05WG 47ATE NOTE: DESIGN BUILDERS FOR FR ARE FULLY RESPONSIBLE FOR THE DESIGN OF THESE �o SHEET �-- --� EXISTING SPEAKER SYSTEMS/COMPONENTS. THESE SYSTEMS/COMPONENTS SHOWN ON DOCUMENTS AREPermit #: /?jG(� h�Q� ��� - I'r ■ SCHEMATIC ONLY: THEY ARE NOT INTENDED TO REPRESENT FINAL/CODE COMPLIANTAddress: Gb��D r�r�Pr�� v� r�r.,,.A EXISTINGEXIT SIGNDESIGN. PROVIDEDESIGNDOCUMENTSUBMITTALTOARCHITECTOFRECORDFORREVIEW „�� S PRIORTOSUBMITTALSuite #:LAB: NEW EXIT SIGN By; Date: �3�_ ■ LONGEST COMMON S ur ''GAR •. PATH OF EGRESS EXISTING SPRINKLER HEAD VALUATION Approved by Planning . . TRAVEL = 45'-O" PROPOSED EGRESS LIGHTING PATH, I FOOTCANDLE TO BE CONFIRMED THROUGH VALUATION OF WORK = $85,000 Date; lob 7O 1603 - W c /.Q AREAS OF WORK DEFERRED SUBMITTAL Initials: _�_�" l : !— - win: I C7'YY° °i° PROJECT GENERAL NOTES . ____ 1:7mEXITnAjoiAj. _ '� — - --- _ — -- -- - _ _ _ — — 0 • A. THE DRAWINGS LOCATE PRODUCTS, SURFACES, AND MATERIALS AND THE NOTES CONVEY DESIGN INTENT. THE PROJECT INTENT SHEET TITLE: . C I■-. w ,� ; t! ---- ~~ CONFERENCE: IS TO PROVIDE FOR A COMPLETE, WORKING SYSTEM. • IPROJECT c LONGEST COMMON B. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE LATEST ADOPTED BUILDING CODE EDITION, AND TO CONDITIONS INFORMATION, ® i I f i PATH OF EGRESS AND SPECIFICATIONS OF ALL GOVERNING AUTHORITIES. `Kt `� - � 1 I ._, 1111I1 . TRAVEL = 42'-10" C. VERIFY AND CONFIRM ALL CONDITIONS, DIMENSIONS, AND LAYOUT INFORMATION PRIOR TO START OF CONSTRUCTION. NOTIFY PROJECT LEGEND, ` . -L-1(-1 'a L MACKENZIE OF ANY DISCREPANCIES PRIOR TO START OF WORK. ANY CORRECTION WORK REQUIRED AS A RESULT OF NOT �E PLAN, KEY I .i r ,,J; _ REPORTING SUCH DISCREPANCIES SHALL BE PERFORMED AT NO ADDITIONAL COST TO THE OWNER. r ,, I�1 - -= D. CONTRACTOR AND SUBCONTRACTORS SHALL CAREFULLY EXAMINE THE SITE AND THE CONSTRUCTION DOCUMENTS OF THE PLAN, CODE �,''�� . _ ENTIRE WORK. INCONSISTENCIES IN THE PLANS OR SPECIFICATIONS SHALL BE CALLED TO THE ATTENTION OF MACKENZIE. SUMMARY AND r I E. REFER TO ENLARGED PLANS AND ELEVATIONS WHERE INDICATED FOR ADDITIONAL INFORMATION. ENLARGED PLANS TAKE NOTES �' #����I DISTANCE BETWEEN EXITS = 109'-O" PRECEDENCE OVER PLANS OF SMALLER SCALE, AND DETAILS TAKE PRECEDENCE OVER PLANS. IN THE CASE OF A CONFLICT, • • WO I °29E1 _-- .. MIR' THE HIGHEST COST OPTION SHOULD BE PRICED. ip OF THE DIAGONAL = 52'-8" F. DETAIL REFERENCES SHALL BE APPLIED TO ALL INSTANCES WHERE THE SAME CONDITIONS OCCUR, UNLESS NOTED OTHERWISE. DRAWN BY: KGB SUITE 111: G. THE TERMS "ABOVE FINISH FLOOR" (AFF) AND "FINISH FLOOR ELEVATION" (FFE) REFER TO FINAL FINISHED FLOOR ELEVATION, LONGEST COMMON PATH OF EGRESS TRAVEL = 91'-2" limn I WHETHER BUILT-UP SLAB, COMPOSITE DECK, OR RAISED ACCESS FLOOR. CHECKED BY: MRT, PDK H. DO NOT SCALE DRAWINGS. • • I 1. CUTTING AND DRILLING OF STRUCTURAL MEMBERS NOT DETAILED REQUIRES THE WRITTEN PERMISSION OF THE STRUCTURAL SHEET: • ENGINEER OF RECORD. -- 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. AREA OF WORK K. THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE RESULTING FROM THEIR WORK. THE CONTRACTOR WILL COORDINATE C, CLEAN UP OF ALL AREAS AFFECTED BY DUST OR ANY MATERIALS, BOTH DURING CONSTRUCTION AND UPON COMPLETION OF GO.01 4:*41•:•�•� ' "`'" `` f � THE PROJECT, INCLUDING THE INSIDEB OF ALL WINDOWS AS NECESSARY SO THAT THE SPACE IS READY FOR OCCUPANCY BY CODE LEGEND: ❖.❖.❖. SUITE 111 [-;::).;:,1.:;,?.1 LAB r CONFERENCEKEY PLAN •"'•' : `. / - TENANT. L. ALL DESIGN-BUILD ITEMS, SYSTEMS AND ELEMENTS ARE TO BE SUBMITTED FOR REVIEW AND APPROVED BY MACKENZIE. JOB NO. 215095312 PINOGO.0 NTS 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 OWNER. TRUE PLAN PERMIT SET: 10/23/2018 NORTH NORTH 215095312\4AWING5\ARCHITECTURAL\12—G0.01.DWG KGB 10/23/18 15:08 1:96.00 I : 111jYLM : I ` GENERAL DEMOLITION NOTES `T A. REMOVE EXISTING FLOORING THROUGHOUT, UNLESS NOTED OTHERWISE. PATCH, REPAIR i iiii 0 Architecture Interiors I T I ? AND PREP SUBSTRATE AS REQUIRED TO RECEIVE NEW FINISHES. SEE SHEET A5.20 FOR Planning Engineering L FINISHES. I I 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 CD i >� - - I ' *'�- ��f3 THE PLANS SHALL BE CALLED TO THE ATTENTION OF THE ARCHITECT/DESIGNER, SO , a THAT THE CLARIFICATION CAN BE ISSUED. f;. ' C. SALVAGE ALL DEMOLISHED COMPONENTS AS POSSIBLE. RETURN TO LANDLORD FOR Portland, OR FUTURE USE. 503.224.9560 J D. SAVE AND RECYCLE DEMOLITION DEBRIS WHERE POSSIBLE. COORDINATE WITH CITY OF �� TIGARD REQUIREMENTS FOR RECYCLING DEMOLITION DEBRIS. Vancouver, WA 360.695.7879 E. CAP ALL ABANDONED PLUMBING, ELECTRICAL CONDUIT, AND OTHER UNDER SLAB I UTILITIES AS REQUIRED. Seattle, WA .K.._ �� 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 111 APPROVAL OF THE ARCHITECT/DESIGNER. M AC K E N Z 1 E 3A H. SALVAGE ALL EXISTING DOORS AND HARDWARE FOR RE—USE. CD (-- , O��IaN OAIVIN I OLI[NT FO Y E GENERAL NOTES . ift"\„..__= Client gi II L _ _ _ _ _ _ _ .■ A. ALL EXISTING CONDITIONS TO REMAIN, EXCEPT NOTED BELOW. . L p I B. DIMENSIONS REFLECT FACE OF FINISH TO FACE OF FINISH, UNLESS NOTED OTHERWISE. C. WALL THICKNESS ARE NOMINAL, UNLESS NOTED OTHERWISE. T 1101, 0 D. ALL INTERIOR WALLS TO GO TO UNDERSIDE OF GRID UNLESS NOTED OTHERWISE. +4+* E. ALL INTERIOR DOORS TO BE SOLID CORE FLUSH WOOD DOORS TO MATCH BUILDING SHORE STE I N i i TI � ,,, STANDARD UNLESS NOTED OTHERWISE. SITE VERIFICATION HAS f F. OUTLETS INDICATED ARE EXISTING UNLESS NOTED OTHERWISE. I 1 II I WORK WERE DOCUMENTED:: BEEN PERFORMED (ON /WHILEi OCCUIPIED) AND P DAN,UELECTRICALDAND CEILIING REAS OF INFORMATION HAS BEEN UPDATED (OBSERVATION IS LIMITED TO VISIBLE/ACCESSIBLE Kit) .,_._ r AREAS). CONTRACTOR TO FIELD VERIFY AND CONFIRM ADDITIONAL REQUIREMENTS WITH Project TENANT.IL) G. ELECTRIGAL, DATA AND SWITCHING LOCATIONS INDICATED ARE SHOWN TO CONVEY �RNFORTM IK.i 1711J ,,._._7I GENERAL INTENT ONLY. COORDINATE ELECTRICAL DATA SWITCHING REQUIREMENTS WITH CONSULTANTS TENANT AND PROVIDE DRAWINGS BY DEFERRED SUBMITTAL. sung m H. FLOOR TRANSITIONS IN CENTER OF DOOR OR OPENING, UNLESS NOTED OTHERWISE. L.) I. NO VOC PAINT SYSTEMS TO BE UTILIZED, TO INCLUDE PRIMERS AS WELL AS FINISH I PRODUCTS. �! J. ALL DIMENSIONS SHOWN AS PLUS/MINUS (±) ARE FOR GENERAL LAYOUT AND REFERENCE 4 LINCOLN ONLY. VERIFY AND CONFIRM ALL DIMENSIONS AND CONDITIONS PRIOR TO START OF WORK. 10250 SW GREENBURG RD. - T- NOTIFY ARCHITECT/ENGINEER OF ANY DISCREPANCIES PRIOR TO START OF WORK. TIGARD, OR — —2 —1.2. — 21— —12— - — —ism — —2.— — r2022 — .— — —2 __— _ _ _ _ r___ _ K. ADD SOUND INSULATION IN ALL NEW WALLS, EXCLUDING PARTIAL HEIGHT WALLS. , P i DEMOLITION PLAN : ' Apc 1/8N=1'-a" DEMOLITION KEYNOTES r A10 • � G TRUE PLAN 1A. REMOVE CHAIR RAIL AND TACK BOARD. PATCH WALLS AS REQUIRED BY DEMOLITION. �'./ NORTH NORTH IIIII CONTRACTOR AND LANDLORD TO CONFIRM WITH TENANT IF WEST TACK BOARD AND 7-- lr ■ . ' CHAIR RAIL ARE TO REMAIN. , • • I , . hN �� iii T ir NI • 2A. RELOCATE EXISTING DOORBELL LOCATION, SEE 2/A1.10 FOR NEW LOCATION. 3A. DEMOLISH CABINET. I 07 CPT TILE p O C T f OFFICE �42A 4A. REMOVE AND DEMOLISH COUNTERTOP ONLY. OFQ� �['� �3s� I I 142 � L CONFERENCE I- 143 OFFICE [i-ii,-(-__ - - KEYNOTESR CEPTI NVT- ALLYIGHTSRESERVED 1 102 1 101jI THESE DRAWINGS ARE THE PROPERTY 1. NEW 11"-3"f WIDE FRAMED RECITE. ASSUME (3) EQUAL BUTT GLAZED PANELS WITHIN OF MACKENZIE AND ARE NOT TO BE LAB BREAK FRAME, WITH CLEAR SILICONE CAULKING WHERE GLAZING BUTTS TOGETHER. MATCH USED OR REPRODUCED IN ANY MANNER, 4i- 139 I 144 SUITE STANDARD AND HEIGHT OF ADJACENT OFFICE AND TRANSOM RELITE. PROVIDE WITHOUT PRIOR WRITTEN PERMISSION STRUCTURAL SUPPORT AT HEAD AS REQUIRED. SEE DETAIL 8/A5.20. 'CP ak .. 0 411/ , f REVISIONS: ,r1-11---7 � v : / 2. NEW i'-a" WIDE FRAMED RECITE. MATCH SUITE STANDARD AND HEIGHT OF ADJACENT ," +• , DOOR FRAME. SEE DETAIL 7/A5.20 �a REVISIONS REVISION DELTA III - �, 3. CONFIRM EXISTING DOORBELL HARDWARE IS IN GOOD WORKING ORDER. UPDATE/MODIFY sJ SHEET CLOSING DATE III el) 0 4I i cc AS REQUIRED. OFFICE OPEN 9FFICET I .._ O 4. RELOCATED DOORBELL. CONFIRM FINAL LOCATION WITH TENANT. 1103 1 1105 i — 5. PROVIDE NEW STAINLESS STEEL SINK TO MATCH EXISTING SINK SIZE AND DEPTH AT 140AID �, I EXISTING LAB SINK LOCATION. RE-USE PLUMBING AND FLOODSTOPPER. T 6. PROVIDE POWER, DATA ROUGH-IN LOCATION AND BLOCKING TO ACCOMMODATE TENANT "' STORAGE STORAGET TILE PROVIDED FLAT SCREEN TV. ' • HALL OFFICE OFFICE 1 140 I I 141 I HALL 7. NEW UPGRADED RECEPTION DESK. 1 1 1p4 I WORK BREAK CPT TILE 1118 1 - s 1119 I WORK 8. NEW P—LAM LOWER CABINETRY AND COUNTERTOP AND BACKSPLASH, SEE ELEVATION OFFICE 1111124 1it1,4511/A4.10. ` 106 ' 9. EXISTING CABINETRY AND SINK TO REMAIN. , , ' • 10. NEW 30" DEEP P-LAM COUNTERTOP AND BACKSPLASH AT EXISTING UPPER AND LOWER ' VCT '3'.� DasT CABINETRY, PL-2. UPPER CABINETRY TO REMAIN. OFFICE I OFFICE 11. PROVIDE NEW P-LAM COUNTERTOP AT EXISTING CABINETRY LOCATIONS, PL-2. 1 1 CONTRACTOR TO CONFIRM SIZES ON SITE PRIOR TO CONSTRUCTION AND INSTALLATION. SHEET TITLE: 110 I ! 0 117 HALL 'OFFICE120 ' A l�. - - - - �' - - - SERVER R 12. PROVIDE NEW P--LAM 4"H BACKSPLASH, PL-2, TO MATCH NEW COUNTERTOP LAYOUT. DEMOLITION PLAN, OFFICE CI) 116 1 cPT 107 *Ci:r4 _4. BREAK 01,• OFFICE PARTIAL FIRST U 0 I 1 o N r „ 13 I FLOOR PLAN AND '3� - OFFICE Q H — I f — WORK OFFICE O 1138 I p1 �. 1 1 a9 ! VCT 125 128 I NOTES t)11 FFICE I I I ..� , 121 ' HALL !D HALL ' iC0CVT Trr.E 1 137 I CPT TILE 41ED1112 1 CPT TUE 1--- HALL I HALL 1146 1 VID fMP liS r DRAWN BY: KGB ID l 1 122 I _.=.:.____.,...,4401s 1 ' L--- 1 CHECKED BY: MRT, PDK OFFICE OFFICE OFFICE OFFICEIMPOFFICE OFFICE OFFICE OFFICE OFFICE 1 108 j 1113 I 1114 I 1115 I Fi i 130 1 I 131 I 1 132 I 1133 I 1134 1 SHEET: OFFICE OFFICE OFFICE OFFICE Ili 1 12 3 1 1 12 6 1 1 12 7 1 1 12 9 1 Al 10 . . MI • II • ill • • Al m____III__•= 1111=1111 n 2 PARTIAL FOURTH FLOOR PLAN JOB NO. I 215x953.12 TRUE PLAN PERMIT SET: 10/23/2018 215095312"\4J)RAWING5\ARCH1TECTURAI\1 2-Al 10.DWG KGB 10/23/18 15:13 1'96.00 NORTH NORTH III IV • I I jill --- ,'lir `,)�� ,�I;r . .. --Tr-i •„ • . GENERAL DEMOLITION NOTES r f I s,:= �_ __i_s•aazv-s::�- .._ i I _ss•x __t____. o `,,' �. ; A. THE CONTRACTOR SHALL CAREFULLY EXAMINE CONSTRUCTION DOCUMENTS FOR THE li IlL,_m_,__MI___All_m_111_ -°�'. i WORK. ANY CONFLICTS, INCLUDING BUT NOT LIMITED TO BUILT CONDITIONS OF M.E.P. IN ; o R THE PLANS SHALL BE CALLED TO THE ATTENTION OF THE ARCHITECT/DESIGNER, SO IM T� y } - { v THAT THE CLARIFICATION CAN BE ISSUED. Architecture Interiors a S i B. SALVAGE ALL DEMOLISHED COMPONENTS AS POSSIBLE. RETURN TO LANDLORD FOR il �$ Planning Engineering a H w FUTURE USE. C. SAVE AND RECYCLE DEMOLITION DEBRIS WHERE POSSIBLE. COORDINATE WITH CITY OF TIGARD REQUIREMENTS FOR RECYCLING DEMOLITION DEBRIS. X ° op • ;�< :M D. RETAIN EXISTING FIRE EXTINGUISHERS FOR FUTURE USE. ° ><-, _Lir , ,_ I E. EXISTING STRUCTURE TO BE LEFT UNDISTURBED AND INTACT. PERFORM NO DEMOLITION THAT MAY COMPROMISE THE STRUCTURAL INTEGRITY OF THE BUILDING WITHOUT WRITTEN _- .. Portland,OR �� p �' o �----- APPROVAL OF THE ARCHITECT/DESIGNER. 503.224.9560 ° p . 0 :.----- ==� Vancouver, WA �_ TYF. _.,_T_. 360.695.7879 III tt III X C ° pI . Il X VI — - �. GENERAL NOTES sum.,206.749.9993 — y, , rs ° : ° �• wvvw.mcknza.Com I1' -- - .;.; A. SUSPENDED ACOUSTICAL TILE CEILINGS AT 8'-1?"t (EXISTING) AFF, UNLESS NOTED - - OTHERWISE. MACKENZIE • ° L J X— , B. FOR SEISMIC BRACING OF SUSPENDED CEILING AND INTERSTITIAL EQUIPMENT SEE DETAIL Oai10N ONIVUN I CI.IINT FOCI./.0 3/A5.2O. �` ° C. CENTER ALL DOWN LIGHTS, FIRE SPRINKLER HEADS, SMOKE DETECTORS AND ALL OTHER 1 �,� �/1 — = 11 aClient I ° ' CEILING PENETRATIONS IN CENTER OF 2x2 PORTION OF 2x4 TILE, UNLESS NOTED OTHERWISE. 0 `� i� D. COORDINATE ELECTRICAL REQUIREMENTS WITH TENANT, ALL ELECTRICAL DRAWINGS WILL BE --- ° -i- �J BY DEFERRED SUBMITTAL. � �f p — M1 ° ° I E. HVAC CONTRACTOR TO PROVIDE FULL SHEET OF THE FLOOR AFFECTED UPON COMPLETION.IX CONTRACTOR IS RESPONSIBLE TO PROGRAM THE OVERRIDE HVAC BUTTON. . 1 .,,,, , _ ° ___ T T 4 F. REPLACE DAMAGED AND SOILED CEILING TILES WHERE AFFECTED BY CONSTRUCTION TO _ , p S H O R E S T E I N I ! 4 ° o _ MATCH EXISTING. E �_ - - r� ill G. LIGHTING LAYOUT IS SHOWN FOR PRELIMINARY DESIGN INTENT ONLY. FINAL LIGHTING LAYOUT I: ' Thlon . . 0 J _h__ __,__y • TO BE PROVIDED BY THE ELECTRICAL CONTRACTOR AND IS DEPENDANT ON OREGON ENERGY ° ® p p - ° _� ° 0 ®��� o 4 M_ , EM X CODE ALLOWANCES AND EXISTING BUILDING INFRASTRUCTURE IN CEILING. ELECTRICAL 111 _ p IGHTING LEVELS AND DISTRIBUTION AND NOTIFY CONTRACTOR TO REVIEW ALL REQUIRED L I ® I ° ° ° -- --e o ' ARCHITECT OF ANY CONCERNS OF FOOTCANDLES OR FIXTURE PLACEMENT/LOCATION WITHIN --® ® 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 project 4 11> �..�� 4, , LAYOUT TO BE REVIEWED AND APPROVED BY LOCAL JURISDICTION THROUGH DEFERRED CORNFORTH �.r j I X . SUBMITTAL. CONSULTANTS SLATE 111 t IX * iLx. -4— it' ° KEYNOTES + i I — _414 LNCOLN IX 1 T F I - 1. EXISTING SAT MAIN GRIDLINE, TYPICAL, AS IDENTIFIED DURING SITE OBSERVATION. 10250 SW GREENBURG RD. OBSERVATION IS LIMITED TO VISIBLE IDENTIFICATION OF CONSISTENT MAIN LINES. ANY TIGARD, OR �� �.� �w �+■�■ �� m .. um. �� �� —ism VARIATIONS TO BE CONFIRMED ON SITE BY CONTRACTOR. 2. PROVIDE UPGRADED 2X4 CEILING TILE AND GRID, AT LAB. ASSUME ARMSTRONG, ULTIMA 'NDEMOLITION REFLECTED CEILING PLAN HEALTH ZONE TILE OR SIM. CONFIRM FINAL SPECIFICATIONS WITH TENANT AND OD '`''�' LANDLORD. 3. PROVIDE LED RETROFIT KITS AT EXISTING LIGHT FIXTURES, AT OFFICE AND LAB f Al,11 1/8"=1r-O" PORTION. ASSUME LITHONIA 2BLTR 2X4 RELIGHT LED. ASSUME 3000 LUMENS/KELVINS. D (- txt TRUE PLAN DESIGN INTENT TO MATCH LIGHT FIXTURE SPECIFICATION FROM 3 LINCOLN, SUITE 415. n NORTH NORTH - CONFIRM FINAL LIGHT FIXTURE QUANTITY AND LIGHTING CALCULATIONS WITH "' �— L CONTRACTOR. 2X4 LED LIGHT FIXTURES WITH DIMMERS, AT CONFERENCE. P. 'D, +'1' ON _ _� 4. PROVIDE NEW LITHONIA 2BLT ��•, 1-4-1-7-- -}- /. ASSUME 3000 LUMENS/KELVINS. DESIGN INTENT TO MATCH LIGHT FIXTURE ,,� SPECIFICATION FROM 3 LINCOLN, SUITE 415. CONFIRM FINAL LIGHT FIXTURE QUANTITY ', ��,~t` I /� '� - AND LIGHTING CALCULATIONS WITH CONTRACTOR. OF 0 -illi . 0 0 / ( ' 5. RELOCATE EXISTING CEILING COMPONENTS AS REQUIRED WITH NEW GRID AND TILE T. a, ±1:1 / 3 - 6. EXISTING NPROJECTOR SCREEN TO REMAIN. 0 ALL RIGIi SIRFSERVED �d dr ; lin THESE DRAWINGS ARE THE PROPERTY OF MACKENZIE AND ARE NOT TO BE ( 2 I0 1 OF OR REPRODUCED IN ANY MANNER, ',i2X / 1 d, 'D O TYP. WITHOUT PRIOR WRITTEN PERMISSION 0 o o • REVISIONS: 0 il Q REVISIONS REVISION DELTA p TYP. M/It: /A1 t II ��, _ i� 1 , 0ww/ I �w THIS CLOSING DATE I L If ��� � / �-,ilf 1 A A ..---, g F- ,oSHEET 'Al 01 ..7 _ 1 to • rYP. 04 --H- bE___ T ° i r :1 , al o „ ai , I , x I ��� x< 0 .�, . nu ZE I ,. , ° X>< i >< :--- p ,I _X i SHEET TITLE: T DEMOLITION O / ° - 0 . _.,r x it 1 . I - 1_ I - ._.,_ u CEILING PLAN, I REFLECTED 1--xr---__ _ o -,___. x x T/ , ! T 1 0 171- -� p I t ..i REFLECTED I ><' i 1 r--- . ' X — At up �. p -�•- // , r� i / r CEILING PLAN AND • I • I .. irt 4./ _ / �" .ffril . NOTES /72 AV / //"../7/7/4/ / AO ' I - �._� 7/7///./i-// ,� / � �/ . Air !1 HT AT i X I �W DRAWN BY: KGB CHECKED BY: MRT, PDK 1111 __[__[_Ix ' . , , , a _,7-11Hlir ;— _a - ° H �I � ° iirSHEET: — V X - t — I _ A1 .11 2 REFLECTED CEILING PLAN I JOB NO. 2150953.12 TRUE PLAN PERMIT SET: 10/23/2018 NORTH NORTH 215095312\4__DRAWING5\ARGHITECTURAL\12—A1.11.DWG KGB 10/2.3/16 15:09 1:96.00 Q NOTES: Viii A. FINISH ENDS, TYP E. SHIM AS REQUIRED A B. CONFIRM REQUIREMENTS AND SIZES F. BOX/BOX/FILE AND FILE/FILE, PL-4 6I-10" FOR ALL EQUIPMENT PRIOR TO G. QUARTZ SLAB TRANSACTION COUNTERTOP, SS-1 d' MI S'-10"f " 'r CONSTRUCTION OF CABINETRY H. WOOD VENEER VERTICAL SURFACES, WD-1. UNLESS ,' ,I• CLR. 'r C. WORKSURFACE COUNTERTOP, NOTED OTHERWISE \ \ r� \ PL-3, WITH WOOD EDGES, WD-1 I. PROVFINALIDE GROMMETPLACEMENT WAT DETENANT.SK LOCATIONS, CONFIRM ITH -AVRAP WOOD VENEER INTO Architecture Interiors INSIDE CORNER, TYP. SIDE o - PAINTED GYE 2'-1" OCCURSSPLASH WERE Planning Engineering P-LAM GROMMET SURFACE AT INSIDE BOX/BOX/FILE I T — P-LAM TOP ACK BOARD PEDESTAL CEILINGI . PLASTIC LAMINATE 1 ,-NEW - COON TER TOP AND i- RECITE l'4 - . SPLASH WITH WOOD TRIM BEYOND , Portland, OR D GROMMET ON BEYON GROMMET N T. ...v 503.224.9560 (1) ADJUSTABLE MELAMINE Vancouver, WA © " WOOD REVEAL COUNTER BEYOND 1 p 8 SHELF, BLACK C GROMMET • _ N I FLUSH EDGE � �' � •�4.1 � •� � ' � 4.1 � . 4.1 � � 4.1 � � 360.695.7879 / $watli, WA LU PLASTIC LAMINATE 206.749.9993 I` 113) E _ — __ - - __ ii► cs ,� e , ( w CABINET FACE www.mCknzl.COm 2'-1" 4`-4"± 2'-0" -\- _ co i ^� �. N w I \ In I �, ' ', / I "' X \/ / N N RUBBER BASE MACKENZIE In V r `. ' - - ' N - \ DIIIIM D MN I CLIENT FOCUSED 3`-a" �, 5'-1a"t 4'-?0"f 3'_p" l'2'-p"� '-6;i i't-6I . 5'-4" r N tet;D2r, I ' /1Client CLR. JCLR. ' OD BASE (2) EQ 'r \ I //I P-LAM BASE OD BASE UBBER BASE AT INSIDE 2 -p D I I I FILE/FILE A. ELEVATION B. ELEVATION C. ELEVATION D. ELEVATION E. ELEVATION z ' IN I I // I PEDESTAL a o / I N WI 0 SHORE STEIN sk• VRECEPTION DESK ELEVATIONS SECTION 2 ,, > cai) CABINET TYPICAL 3/4"=1'-0" m ° ENLARGED DESK PLAN X4.10 ® RECEPTION 1a? 1/4 -? -0 T v ® RECEPTION 101 1/2"=1'-0" w w NOTES: QUARTZ SLAB TRANSACTION Project A. PROVIDE LOCKS AT F/F DRAWERS. TOP CORNFORTH CONSULTANTS sun-E m / 1'-0" / X" BLACK REVEAL, TYP 36" WOOD REVEAL, TYP 4 LINCOLN 10250 SW GREENBURG RD. r BLACK FABRIC-WRAPPED P--LAM COUNTER TOP, TIGAARD, OR TACK BOARD W/ SOLID WOOD EDGES -------------- 2'-6" -10" / 1 P--LAM COUNTER TOP, ` / < A 25" P-LAM TOP p-LAM COUNTERTOP W WOOD TRIMW/ WOOD FINISH ENDS \ . f '11" �' ,• � __ _ _. / )417------1" P.i/ ----] �-• SUPPORT BRACKET, AS REQ. ~ i l ' - ' SUPPORT BRACKET, AS REQ. •WOOD VENEER FACE •i P-LAM FILE/FILE _P--- I PROVIDE HARDWARE FOR ►n 7--- •WOOD VENEER FACE- , . 7 •PAINTED GYP SURFACE P' ND '1 GON 1 , c `,. T a0 PENDAFLEX SUSPENDED FILING _ PAINTED GYP SURFACE ,�, SYSTEM. CONFIRM LEGAL OR OF Q A TYP N E LETTER FILE REQ. W/ TENANT _ ELECTRICAL CHASE, Lu l BLACK MELAMINE INTERIOR 1/4" WOOD REVEAL2, • , TYP. V - 1/4" WOOD REVEAL, TYP MACKENZIE 2018 W WOOD VENEER FACE O ALL RIGHTS RESERVED V} r . THESE DRAWINGS ARE THE PROPERTY BASE \ RUBBER BASE ,, �. � OF MACKENZIE AND ARE NOT TO BE RUBBER • USED OR REPRODUCED IN ANY MANNER, ��' WITHOUT PR€OR WRITTEN PERMISSION -� �J 2'-0" ,� i7t-,,, 3m ¢ REVISIONS: 6 FILE/FILE SECTION w 7 RECEPTION DESK SECTIONw . 4,10 TYPICAL 3/4"=1I-0 m , 410 4.10 THIS CLOSING DATE 1 =1 -a w y 1 =? -a W LI SHEET 0 0 ❑ . NOTES: ' A. FINISH ENDS, TYP C. SHIM AS REQUIRED B. ALL COUNTER TOPS, EDGES AND D. ALL CABINET FACES AND DOORS PL-1 1 1/2" BLACK REVEAL, TYP BACKSPLASHES, PL-2 E. ALL EXPOSED EDGES AT DOORS AND SHELVING 1 1 TO BE P-LAM TO MATCH ADJACENT VERTICAL SURFACES. QUARTZ SLAB TRANSACTION TOP ol' 1'-0" / BLACK FABRIC WRAPPED TACK ' BOARD SHEET TITLE: 1---*, i P-LAM COUNTER TOP, INTERIOR W/ SOLID WOOD EDGES ELEVATIONS AND 25" P.L. TOP 2'-6" SIDE SPLASH WHERE/ DETAILS / - 4 CEILING OCCURS .s P-LAM BOX, BOX, FILE PEDESTAL, -\-A - .1—T li - 1 :44 PROVIDE HARDWARE P-LAM COUNTER TOP AND SPLASH WITH SELF EDGE FOR PENDAFLEX SUSPENDED - 2 co A FILING SYSTEM. CONFIRM r -1'J DRAWER AS OCCURS IN 1 ^ , LEGAL OR LETTER FILE 12 ELEVATION , - \ REQ. W/ TENANT . •' 4.1 ' �' (1) ADJ MELAMINE DRAWN BY: KGB SHELF, NO DRAWER OR Lct N : BLACK MELAMINE INTERIOR I ' - - - - I1 \ SHELF AT SINK LOCATION CHECKED BY: MRT, PDK - o �f i� .41N w I �� ,i 1/4" WOOD REVEAL, TYP. o w - _ _ SHEET: "� P-LAM \ RUBBER BASE o iui RUBBER BASE r \ 4.__ w (2) EQ . 1-- A4.10 1 r cn `' w o i U) o r 2'—O" �`� m °0 / v JOB NO. 2150953.12 10 RECEPTION DESK SECTION c9CABINETRY ELEVATIONmCABINET SECTION4.10 1"=1'-0" w 0 WORK BREAK 111 1 4"=1'-a" w TYPICAL 3/4"=1I-0/ / �, 4.10F'tHMI 15� lUr1'2018 ❑ w 215095312\4_DRAW1NG5\ARCHITECTURAL\12—A4.10.DWG KGB 10/23/18 15:10 1796.00 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 alL' ATTACH STUD TRACK ADDITIONAL #12 WIRE SUPPORT AT ALL MEMBERS 4.________ STABILIZER BAR / THROUGH GRID TO O. � \ BRACE ABOVE ■ WITHIN 8" OF PERIMETER �, ♦ / / \ : — LATERAL BRACING WITH APPROVED VERTICAL SUSPENDED CLG \ / �� COMPRESSION STRUT AT 12'-0" OC EA WAY Y2„ / • ` % 1 ASSEMBLY / / / / �COUNTERSLOPE HANGERS IF MORE THAN 1:6 OUT OF PLUMB . o ,,� )45' jf Architecture • Interiors ,, / Planning Engineering // I N. "ATTACHED '( - �- WALL" ` , .°� CUT TILE FOR TIGHT METAL STUD BRACING TO FLOOR VO 4 ' , FIT AT WALLS STRUCTURE AT 8'-0" OC W/ (2) #8 SCHEDULE OF INTERIOR FINISHES z CB.NO EDGE AT WALL NTS CASING BEAD I SHEET METAL SCREWS AT EACH END. Nidir NOTE: FOR UNATTACHED WALLS PROVIDE A USG 200-A • • STUD SIZING PER SPAN TABLE. Portland, OR CPT-1: BUILDING STANDARD CARPET TILE, TBD 0 . . _ __ _ _ _ _ _ 3/4" BRACING TO BE PROVIDED WHERE 503.224.9560 r GAP BETWEEN EDGE OF ANGLE AND CLIP DISTANCE BETWEEN PERPENDICULAR -- DO NOT SCREW BERC 2 CLIP TO TRACK SOUND ATTENUATION • INTERSECTING WALLS OR HORIZONTAL Vancouver, WA VCT-1: BUILDING STANDARD, TBD i, - \ AT ALL NEW WALLS, TYP. " BRACING BETWEEN WALLS EXCEEDS 360.695.7879 =~ �� TABLE MAX. LENGTH a'-0" OC Seattle, WA PL-1: VERTICAL SURFACES, TBD .- . CROSS RUNNERS FIT BETWEEN MAIN RUNNERS 206.749.9993 $" MAIN RUNNERS AT 4'-O" OC SUPPORT WITH #12 1/2" DIA CONDUIT (EMT 5�-10" `� •" PL-2: COUNTERTOPS, TBD OA " " 3l4 DIA CONDUIT EMT 7'-8" WWW,mcknze.c0111 6'-O" MAX WIRE AT 4-0 OC OR WITH #10 WIRE AT 5-4 OC EA, WAY 1" DIA CONDUIT EMT g'-g" GYP BD EA SIDE— : METAL STUDS SEE WALL HEIGHT PL-3: RECEPTION COUNTERTOP, TBD / /- LATERALLY BRACE MAIN RUNNER TO STRUCTURE AT 12'-0" OC TABLE FOR GAUGE AND SPACING "JIr EA WAY. BEGIN BRACING WITHIN 6'-0" SGL 162S125-33 MTL STUD 12 -0 %OF PERIMETER AND (1-5/8"x2OGA) CONT ACOUSTIC SEALANT EA MACKENZIE PL-4: RECEPTION VERTICAL SURFACES, TBD 2" FROM CROSS MEMBER IN AREAS GREATER THAN 1,000 SForlior1 o�r1r.N CLiIHr Faeuilo NUIE: BACK TO BACK 1625125-33 15'-0" SIDE AGAINST TRACK NO 55-1: RECEPTION TRANSACTION TOP, TBD ALL GRID MEMBERS AND CONNECTION DEWCES TO BE OF AN SECURE ALL HANGERS TO BLDG— MTL STUDS (1-5/8"x2OGA) 1/2" MAX ': i _ SEALANT AT SIM COND Client APPROVED TYPE AND HAVE A 180# CAPACITY. ALL LATERAL BRACING STRUCTURE. TRAPEZE DUCT WORK SGL 2505125-33 MTL STUD 13'-6" WD-1: TBD AND OTHER LARGE OBSTRUCTIONS (2-1/2"x20GA) 1I �� BOTTOM TRACK TO FINISH WIRES TO HAVE A 200# CAPACITY. CONCRETE SLAB FLOOR W/ POWDER DRIVEN SUSPENDED CEILING BRACING TO COMPLY WITH ASCE7, ASTMC635, BACK TO BACK 2505125-33 15'-0" ANCHORS AT 4'-O" OC WB-1: WOOD BASE, TBD ASTMC636 AND ASTME580 MTL STUDS (2-1/2"x2OGA) p w P-1: TBD 4 NON-BEARING WALL z SHOPS STEIN SUSPENDED CEILING BRACING AT FLOOR AND SUSPENDED CEILING 3"=1'-O" P-2: TBD . NOTE: PROVIDE SEISMIC SEPARATION JOINTS IN CEILINGS GREATER NTS Z 5.2 3 RB-1: TBD THAN 2,500 SF. PROVIDE HEAVY DUTY GRID SYSTEM. W.... v { / SOUND ATTENUATION BATT V AS OCCURS , _ �� GYP 8D WALL AS OCCURS Project `, �- CORNFORTH FINISH LEGEND ♦ CONSULTANTS It N. WALL E. WALL S. WALL W. WALL CEILING ROOM FLOOR MAT'L BASE MAT'L CEILINGWift SUITE 111 NO. ROOM NAME FINISH FINISH MAT L MAT L MAT L MAT L MAT L COMMENTS FINISH FINISH FINISH FINISH FINISH HEIGHT '� 101 RECEPTION CPT RB P P P P EXIST EXIST 1 L ,:11 / DOUBLE STUD AT JAMB, TYP 4,. METAL DOOR FRAME TO 102 OFFICE CPT RB P P P P EXIST EXIST — 1__, MATCH BUILDING STANDARD 4 UNCOLN 103 OFFICE CPT RB P P P P EXIST EXIST — • 10250 SW GREENBURG RD. TIMELY HOLLOW MTL KNOCKDOWN TIGAI , OR 104 HALL CPT RB P P P P EXIST EXIST - FRAME; MATCH BLDG STD I 45• ' 105 OPEN OFFICE CPT RB P P P P EXIST EXIST — 106 OFFICE CPT RB P P P P EXIST EXIST — U p 107 OFFICE CPT RB P P P P EXIST EXIST — I-' cc e + r. �j 108 OFFICE CPT RB P P P P EXIST EXIST — M 0 r�J7.) n 109 OFFICE CPT RB GB/P P P P EXIST EXIST — 0 m .' 4I) # 110 OFFICE CPT RB P P GB/P -- P EXIST EXIST — --_______, PROVIDE CLEAR SILICONE fo 111 WORK/BREAK VCT RB P P P P EXIST EXIST — triCAULKING WHERE GLAZING N�: ,' G4 I, 112 HALL CPT RB P P P P EXIST EXIST — ^ BUTTS TOGETHER 1 0�,+ t 113 OFFICE CPT RB P P P P EXIST EXIST A/ 1' 114 OFFICE CPT RB P P P P EXIST EXIST — 115 OFFICE CPT RB P P P P EXIST EXIST — It SIDE LIGHT AS OCCURS �TT— BUTT GLAZED SIDE ��1 WITH 1/4" TEMPERED GLASS © MACKENZIE 2018 116 HALL CPT RB P P P P EXIST EXIST — LIGHT AS OCCURS ALL RIGHTS RESERVED 117 OFFICE CPT RB P P P P EXIST EXIST — L THESE DRAWINGS ARE THE PROPERTY 1/4" TEMP GLASS OF MACKENZIE AND ARE NOT TO BE 118 OFFICE CPT RB P P P P EXIST EXIST — r �__.4 USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION 119 OFFICE CPT RB P P P P EXIST EXIST — 120 OFFICE CPT RB P P P P EXIST EXIST — REVISION S: TYP INTERIOR DOOR N6--- TYP INTERIOR RECITE REVISIONS REVISION DELTA 121 OFFICE CPT RB P P P P EXIST EXIST — z122 HALL CPT RB P P P P EXIST EXIST — O; WU I— > THIS CLOSING DATE 123 OFFICE cPr RB P P P P ExIsr Ex1Sr - HEAD SIMILAR 3"=1'-0" 0 HEAD SIMILAR 3"=1`-0" 7.1 cco SHEET 124 WORK CPT RB P P P P EXIST EXIST — IY • SIZE: 2J " I STUD I * 4 LINCOLN 125 WORK CPT RB P P P P EXIST EXIST — ' 126 OFFICE CPT RB P P P P EXIST EXIST — t 1 127 OFFICE CPT RB P P P P EXIST EXIST — I 1 128 OFFICE CPT RB P P P P EXIST EXIST — LIMITING WALL HEIGHT TABLE 129 OFFICE CPT RB P P P P EXIST EXIST — INTERIOR NON STRUCTURAL NON-COMPOSITE WALLS L/240 0 5psf : 1 130 OFFICE CPT RB P P P P EXIST EXIST - DESIGNATION SPACING MAX. WALL HEIGHT ' 131 OFFICE CPT RB P P P P EXIST EXIST — 132 OFFICE CPT RB P P P P EXIST EXIST — 250S125-18 24" 8'-4" ' 133 OFFICE CPT RB P P P P EXIST EXIST - 2505125-18 16" 9'-7" SHEET TITLE: 134 OFFICE CPT RB P P P P EXIST EXIST — " DETAILS AND 135 OFFICE CPT RB P P P P EXIST EXIST — DOOR SCHEDULE HARDWARE GROUPS 2505125-27 24" s —10 136 SERVER EXIST EXIST P P P P EXIST EXIST — H-1: PASSAGE 2505125-18 16" 11'-3" SCHEDULES DOOR DOOR DOOR FRAME 1 HARDWARE LATCHSET. F75 GRADE 1, " 137 HALL CPT RB P P P P EXIST EXIST — OPENING DETAILS RATING COMMENTS BUTTS, SEAL, STOPS 362S125-18 24" 13'-5" 138 BREAK VCT RB P P P P EXIST EXIST — NO. SIZE THK I TYPE I MAT'L I FINISH MAT'L I FINISH I GROUP EXIST 3'-0x7'-0" EXISTING DOOR — H-2: CORRIDOR 3625125-18 16" 14'-4" 139 LAB VCT RB P P P P SAT 8'-11" — LOCKSET F84 GRADE I, 3625162-33 16" 16'-5" 112A 3'-0x7'-0" 1-3/4" FL SC S HM FF 7/A5.20 H-1 - - BUTTS, SEAL, STOP, 140 STORAGE VCT RB P P P P SAT 8'-11" - CLOSER 1.39A 3'-0x7'-0" 1-3/4" EXIST EXIST EXIST EXIST EXIST — H-2 - 1 362S162-43 16" 1V-0" 141 STORAGE VCT RB P P P P SAT 8'-11" — 139B 3'-0x7'-0" 1-3/4" EXIST EXIST EXIST EXIST EXIST -- H-2 _ i " 142 OFFICE VCT RB P P P P SAT 8'-11" — ABBREVIATIONS 6005162-33 16" 24 —6 140A 3'-0x7'-0" 1-3/4' EXIST EXIST EXIST EXIST EXIST -- H-1 — 1 EX EXISTING 143 CONFERENCE CPT RB P P P P EXIST EXIST — 141A 3'_0x7'-0" 1-3/4' EXIST EXIST EXIST EXIST EXIST -- H-1 -- 1 FF FACTORY FINISH INTERIOR NON STRUCiTUAAL NON-COMPOSITE WALLS DRAWN BY: KGB 144 BREAK VCT RB P P P P EXIST EXIST — FL FLUSH WITH CERAMIC TILE FACING L/360 P 360 co 5 sf 144A 3'-0x7'—O" 1-3/4' EXIST EXIST EXIST EXIST EXIST -- H-1 — 1 HM HOLLOW METAL cr CHECKED BY: MRT PDK 145 HALL CPT RB P P P P EXIST EXIST — P PAINT Cr) ' 146 HALL. CPT RB P P P P EXIST EXIST — GENERAL NOTES s STAIN DESIGNATION SPACING MAX. WALL HEIGHT -j SC SOLID CORE WOOD m SHEET: FINISIj SCHEDULE NOTES: ABBREVIATION' A. ALL DOORS/CLOSURES TO BE CHECKED, ADJUSTED, AND/OR REPLACED TO BE IN COMPLIANCE WITH ADA. 3625125-18 16" 12'-4" ti B. ALL DOORS, FRAMES AND HARDWARE TO MATCH TENANT BUILDING STANDARDS. A. ALL INTERIOR FINISHES BUILDING STANDARD, COLORS TO BE COORDINATED WITH TENANT. CPT CARPET C. VERIFY DOOR HEIGHT DIMENSIONS. APPROXIMATE MEASUREMENTS BASED ON FIELD OBSERVATION. 3625125-33 16" 14'-3" F- B. PATCH AND REPAIR ALL EXISTING WALLS WHERE AFFECTED BY NEW WORK. PAINT NEW AND EXISTING VCT VINYL COMPOSITE TILE D. NEW DOORS MAY BE PULLED FROM EXISTING BUILDING INVENTORY OR RELOCATED WITHIN SUITE WHERE 2 WALLS THROUGHOUT. ASSUME 10% ACCENT PAINT IN RECEPTION 101. CONFIRM WALL LOCATION WITH EXIST EXISTING POSSIBLE. w A5. 20 TENANT. CONFIRM FINAL PAINT SPECIFICATION WITH TENANT AND THAT SHEEN IS CLEANABLE. GB GYPSUM BOARD WALL TABLES ARE BASED ON WALLS SHEATHED BOTH SIDES FULL HEIGHT WITH I C. PROVIDE NEW BUILDING STANDARD CARPET TILE AND RUBBER BASE THROUGHOUT, UNLESS NOTED P PAINTCOMMENTS 1/2" GYPSUM BOARD ATTACHED WITH #6 SCREWS MIN. AT 12"-O" O.C. MAX. -J —J OTHERWISE. PROVIDE VCT AT WORK/BREAK 106, BREAK 136, LAB 139, STORAGE 140/141, BREAK RB RUBBER BASE 142, CONFERENCE 143 AND OFFICE 144. 1. UPGRADE DOOR HARDWARE TO MATCH BUILDING STANDARD LEVER HARDWARE.AS REQUIRED BY CODE. 3 JOB NO. 2150953.12 FINISH SCHEDULE COMMENTS: 12 WALL HEIGHT TABLE 1. PROVIDE ACCENT PAINT AT THIS ROOM. COORDINATE SPECIFICATION AND LOCATION WITH TENANT. A 5.2• PERMIT SET: 10/23/2018 215095312\4_ORAWINGS\ARCHITECTURAL\12-A5.20.OWG KGB 10/23/18 15:11 1-96,00