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Plans (379) BU P2018 - 00184 CITY OF TIGARD Approved by Planning Date: 6-.1"... -(`�- Initials: S.( ____by Locust Street oKIEWIT ENGINEERING •.o 09•o"o So 0o O i .. 00 �a - 8o _ ii ll��iilti�I� I l�iiii l�li�i _1 /r - OWNERJUN 14 2018 ER •so i t i 1 �',-. A M1111111{11 11 I I 1 I 1 1 1111 I SHORENSTEIN REALTY SERVICES Niit, ITY TYG� � Architectures Interiors o - ` �'ip4 I I I�I! ' I f —11 .•Weill a 1b a - I I I t - TENANT IMPROVEMENT ROB FABIAN - PROJECT MANAGER - CONSTRUCTION Planning 0 Engineering � 4 vQ14 —01 'o r 1 a1'- P (titiIIHII�tiSlr�lis ��IIG _ RFABIAN©SHORENSTEIN.COMIUILU 'G�1V1�1®1� o �' - STRUCTURED PARKING000 e��_ 1®=ti-®� - o-• - _.oI �Q �t— IIi _ 5335 MEADOWS ROAD SUITE 275 '� o .�9:11. I `® 7 / I I I I I I I"C"I f I"'I I I I I I"\ LAKE OSWEGO, OREGON 97035 a Cliliiiiiiiiiiiiimiiimm 2 LINCOLN PHONE (503)412-4800 ii-L—.� �' H o r - Portland, OR 011111111Y :� �.r,... GENERAL CONTRACTOR 503.224.9560 = Alk o10220 SW GREENBURG RD. Vancouver, WA / a .. ) �__ _. � ,ii. L• • I ._ i/o•°; CONSTRUCTION g o LOBSTER it RUSSELLDONN STURDIVANT ARNE WAYRYNEN Seattle, WA 3 \�1r II .' — — co/ TIGARD OREGON DSTURDIVANT©RUSSELLCONSTRUCTION.COM 206.749.9993 7 1:011:°:07 F Ips 9'•• — - 20915 SW 105TH AVENUE www.mcknze.com / / Y V "\ 1•a ...6. �' • 9 Y di!•• INDEX OF DRAWINGSTUALATIN, OREGON 97062 /a ae �® !O 0 \ ~ ���\\\����\���� �� 14, ® o,r PHONE (503)692-9002 MACKENZIE. H //' /// • kat • d, a GO.01 TITLE SHEET, I DESIGN DRIVEN I CLIENT FOCUSED SITE PLAN, KEY PLAN, CODE SUMMARY, LEGEND AND NOTES o :11111I�Ti®`® i 9 LINCOLN IIIIIh — �` A1.10 DEMOLITION PLAN, PARTIAL THIRD FLOOR PLAN AND NOTES LEGEND Client �7 �I III IIIIIIII_ as ;OWER A1.20 REFLECTED CEILING PLAN, ALTERNATE DEMO RCP, ALTERNATE REFLECTED / p \ CEILING PLAN AND NOTES === EXISTING CONSTRUCTION TO BE DEMOLISHED cusT S( I I I I I I I I I iI L '°- -Y' 1" '�1 `{.� 0 �i' I _/ A5.20 DETAILS AND ELEVATION �*an \ 7 / \_�-fl _ I A6.10SCHEDULESANDFINISHPLANY-PLAZA G = 1 1 ' I I I I 1 EXISTING WALL TO REMAIN SHORE STE I N I 'II�' IIIII11trIfli F�IIIIIIIII67 UC'UREDG ST-U' REDPKN SCOPE OF WORK \ I(IIII (�I I �l I I I I` _ _ - �, NEW WALL TO UNDERSIDE OF GRID, SEE 3/A5.20 o-1 I I I i I I i I I I I I I I I I I I I i 11-7 0 ■ (i iii i!I i I THE SCOPE OF WORK FOR THE PROJECT INCLUDES INTERIOR TENANT IMPROVEMENTS I I EXISTING 2 HOUR RATED WALL TO REMAIN ,``' I FOR AN APPROXIMATELY 4,226 SQUARE FOOT TENANT ON THE THIRD OF SIX FLOORS. SW Oak )Street _.- WORK TO INCLUDE DEMOLITION, NEW WALLS, DOORS AND RELITES, AND NEW CABINETRY. I EXISTING 1 HOUR RATED WALL TO REMAIN office. copy r 1__, _ _ 1 EXISTING DEMISING WALL TO REMAIN ` ' 0. z5 5o 200 TENANT APPROVAL' _ Project EXISTING BASE FEED KIEWIT ENGINEERING AREA OF WORK ® NEW BASE FEED, (2) CIRCUITS TENANT IMPROVEMENT • DESIGN/CODE DATA EXISTING QUADRUPLEX OUTLET SUITE 350 1 SITE PLAN GOVERNING CODE: 2014 OSSC EXISTING DUPLEX OUTLET OCCUPANCY: B ° EXISTING DUPLEX OUTLET CONVERTED TO DEDICATED 2 LINCOLN GO. NTS CONSTRUCTION TYPE: TYPE z:tv 10220 SW GREENBURG RD. TENANT AREA (APPROX): APPROX. 4,226 S.F. NEW DEDICATED QUADRUPLEX OUTLET TIGARD, OREGON OCCUPANCY LOAD: 43 D#21 NEW DEDICATED OUTLET 1 2 REQUIRED EXITS, 2 EXITS PROVIDED 9A NEW OUTLET AND VOICE/DATA ROUGH IN LOCATION ALL EXITS ARE EXISTING AND HAVE APPROPRIATE EXIT SIGNAGE EXISTING COVERPLATE LOCATION TO RECEIVE NEW TELEPHONE/DATA ROUGH IN LOCATION 0""i4 BUILDING IS FULLY SPRINKLED AND HAS NEPA SMOKE DETECTION WITH ON SITE EMERGENCY GENERATOR FOR FIRE, LIFE/SAFETY BACKUP POWER <' EXISTING COVERPLATE '/' + 'G t. I D J 0 C o oII\ SEPARATE PERMITS EXISTING LIGHT SWITCH '�' • ' - NEW LIGHT SWITCH WITH OCCUPANCY SENSOR 9130 �ND, r'EGON yl, / 6.--, 1 _ 2014 OSSC SECTION 107.3.4.2 (separate permit by others) `� FIRE SPRINKLERin !' EXISTING FIRE EXTINGUISHER O�, O� '� FIRE ALARM — - MECHANICAL EXISTING THERMOSTAT , II ELECTRICAL KEY NOTE FOR REFERENCE © MACKENZIE SER :i6 y_ O ECITY OP TIGARD ALL RIGHTS RESERVED ���� PLUMBING REVIEWED FOR CODE COMPLIANCE THESE DRAWINGS ARE THE PROPERTY 0 EXIT ILLUMINATION OF MACKENZIE AND ARE NOT TO BE DISTANCE BETWEEN INTERIOR ELEVATION FOR REFERENCE Approved:� ] � USED OR REPRODUCED IN ANY MANNER, CIIC g �'� , ° EXITS = 56'-4" OTC: ] • c- (a� <<i b WITHOUT PRIOR WRITTEN PERMISSION "XIT '� NOTE: DESIGN BUILDERS FOR M.E.P. AND FP. ARE FULLY RESPONSIBLE FOR THE DESIGN I OF THESE SYSTEMS/COMPONENTS. THESE SYSTEMS/COMPONENTS SHOWN ON DOCUMENTS 300A Permit#: Si, n / $- on )'81)- REVISIONS: il, DOOR NUMBER SYMBOL Address: P X111 " ARE SCHEMATIC ONLY: THEY ARE NOT INTENDED TO REPRESENT FINAL/CODE COMPLIANTIO 1 o �sre�n 1�1.r rs r� o DESIGN. PROVIDE DESIGN DOCUMENT SUBMITTAL TO ARCHITECT OF RECORD FOR REVIEW EXIT REQUIRED EXIT Suite#: ins REVISIONS REVISION DELTA pr- Js`' S THIS CLOSING DATE ; X MIMI —11 piro PRIOR TO SUBMITTAL By: -'' Date: -7,) ,. ) ; SHEET ►:��NIN,r 0 4 Nei .0 VALUATION EXISTING CEILING GRID I M VALUATION OF WORK = $53,000I EXISTING 2'x4' LIGHT FIXTURE TO REMAIN OFFICE COPY AREA OF WORKZ EX4111111"1 GENERAL NOTES umRm. NEW OR RELOCATED 2'x4' LIGHT FIXTURE I0 ' . . . . . . LONGEST COMMON , A. THE DRAWINGS LOCATE PRODUCTS, SURFACES, AND MATERIALS AND THE NOTES CONVEY DESIGN INTENT. ; ; ' ; ; ' DEMOLISHED OR RELOCATED 2'x4' LIGHT FIXTURE I PATH OF EGRESS ;° I THE PROJECT INTENT IS TO PROVIDE FOR A COMPLETE, WORKING SYSTEM. TRAVEL = 37'-9" � c B. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE LATEST ADOPTED BUILDING CODE EDITION, imm AND TO CONDITIONS AND SPECIFICATIONS OF ALL GOVERNING AUTHORITIES. .,. EXISTING 2X2 LIGHT FIXTURE TO REMAIN , , C. VERIFY AND CONFIRM ALL CONDITIONS, DIMENSIONS, AND LAYOUT INFORMATION PRIOR TO START OF SHEET TITLE: CONSTRUCTION. NOTIFY MACKENZIE OF ANY DISCREPANCIES PRIOR TO START OF WORK. ANY CORRECTION IID< EXISTING SUPPLY/RETURN VENT TO REMAIN TITLE SHEET, SITE a r c CO c • 0 WORK REQUIRED AS A RESULT OF NOT REPORTING SUCH DISCREPANCIES SHALL BE PERFORMED AT NO PLAN, KEY PLAN, TOTAL DIAGONAL LENGTH = 95'-11" ADDITIONAL COST TO THE OWNER. REVIEWED FOR CODE SUMMARY i OF THE DIAGONAL = 31'-9" D. DOCUMENTSROFND HEU NCTIIRERWORKKRS SHALL. INCONSISTENCIESLLY IN THEMINE THE PLANS ORITE SPECIFDTHE ICAT SPECIFICATIONS SHALL BEION CALLED ® EXISTING SPEAKER CODE COMPL Y- , P\ TO THE ATTENTION OF MACKENZIE. ® EXISTING EXIT SIGN LEGEND AND 2 KEY PLAN E. REFER TO ENLARGED PLANS AND ELEVATIONS WHERE INDICATED FOR ADDITIONAL INFORMATION. ENLARGED NOTES GO.0 THIRD FLOOR NTS PLANS TAKE PRECEDENCE OVER PLANS OF SMALLER SCALE, AND DETAILS TAKE PRECEDENCE OVER PLANS. ' PROPOSED NEW EXIT SIGN LOCATION IN THE CASE OF A CONFLICT, THE HIGHEST COST OPTION SHOULD BE PRICED. TRUE PLAN F. DETAIL REFERENCES SHALL BE APPLIED TO ALL INSTANCES WHERE THE SAME CONDITIONS OCCUR, UNLESS 0 EXISTING FIRE STROBE NORTH NORTH NOTED OTHERWISE. I I G. THE TERMS "ABOVE FINISH FLOOR" (AFF) AND "FINISH FLOOR ELEVATION" (FFE) REFER TO FINAL FINISHED EXISTING SPRINKLER HEAD DRAWN BY: CAK FLOOR ELEVATION, WHETHER BUILT-UP SLAB, COMPOSITE DECK, OR RAISED ACCESS FLOOR. NEW LITHONIA 2ALL4 2'x4' LED LIGHT FIXTURE (ALT.) H. DO NOT SCALE DRAWINGS. CHECKED BY: SBH, PDK I. CUTTING AND DRILLING OF STRUCTURAL MEMBERS NOT DETAILED REQUIRES THE WRITTEN PERMISSION OF 1----- THE STRUCTURAL ENGINEER OF RECORD. NEW LITHONIA 2ALL4 2'x4' LED 24 HOUR EGRESS LIGHT FIXTURE (ALT.) SHEET: 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-USEPROPOSED EGRESS LIGHTING PATH, 1 FOOTCANDLE TO BE OF DEMOLITION DEBRIS. / CONFIRMED THROUGH SEPARATE PERMIT K. 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 GO.01 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. I---� 1 L. ALL DESIGN-BUILD ITEMS, SYSTEMS AND ELEMENTS ARE TO BE SUBMITTED FOR REVIEW AND APPROVED BY JOB NO. MACKENZIE. 2150951.36 M UNTIL InG IT ISATERIAL REMOVEDOTED FROMTTHEESITETBY THE OWNER.TO THE OCONTRACTOR SHALL SHALLSAFELY COORD NATE WIAND THPROTECTED THE OWNER. PERMIT SET: 06/14/2018 .215095136' C \TEMP\ACPUBLISH_9430\36_G0.01.DWG CAK 06/14/18 09:23 1:96.00 u :„.---\, o GENERAL DEMOLITION NOTES _:0_ 0 A. REMOVE EXISTING FLOOR FINISH AND RUBBER BASE THROUGHOUT. PATCH, Architecture Interiors r.,,�_ ,- REPAIR AND PREP SUBSTRATE AS REQUIRED TO RECEIVE NEW FINISHES. SEE SHEET A6.10 FOR FINISHES. Planning - Engineering 4 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 TYP. FOR FUTURE USE.. Portland,OR D. SAVE AND RECYCLE DEMOLITION DEBRIS WHERE POSSIBLE. COORDINATE WITH 503.224.9560 ✓•-:T. i�=Yr CITY OF TIGARD REQUIREMENTS FOR RECYCLING DEMOLITION DEBRIS. E. CAP ALL ABANDONED PLUMBING, ELECTRICAL CONDUIT, AND OTHER UNDER Vancouver,WA ' SLAB UTILITIES AS REQUIRED. 360.695.7879 �`� F. RETAIN EXISTING FIRE EXTINGUISHERS FOR FUTURE USE. Seattle, WA r'-1 -'' G. EXISTING STRUCTURE TO BE LEFT UNDISTURBED AND INTACT. PERFORM NO 206.749,9993 1r*+ * * '' - * y DEMOLITION THAT MAY COMPROMISE THE STRUCTURAL INTEGRITY OF THE .i, ;T,; �, www.mcknze.com ;rte BUILDING WITHOUT WRITTEN APPROVAL OF THE ARCHITECT/DESIGNER. H. SALVAGE ALL EXISTING DOORS AND HARDWARE FOR RE-USE. M AC K E N Z I E . DESIGN DRIVEN I CLIENT FOCUSED -' �1 ' r>7l+��{ .20 AMP _ Client +F-,-, -. 20 Al-P GENERAL NOTES II 1 A. ALL EXISTING CONDITIONS TO REMAIN, EXCEPT NOTED BELOW. IT B. DIMENSIONS REFLECT FACE OF FINISH TO FACE OF FINISH, UNLESS NOTED OTHERWISE. C ' - SHORE STE I N �. C. WALL THICKNESS ARE NOMINAL, UNLESS NOTED OTHERWISE. D. ALL INTERIOR WALLS TO GO TO UNDERSIDE OF GRID UNLESS NOTED OTHERWISE. 1 ("_L ' ' 1 E. ALL INTERIOR DOORS TO BE SOLID CORE FLUSH WOOD DOORS TO MATCH tie 4) II � 4 ± I BUILDING STANDARD UNLESS NOTED OTHERWISE. a F. OUTLETS INDICATED ARE EXISTING UNLESS NOTED OTHERWISE. SITE VERIFICATION HAS BEEN PERFORMED (ON 06/11/2018, WHILE VACANT) AND 1 1 -" $, " I n 1*" L',2 PLAN, ELECTRICAL AND CEILING INFORMATION HAS BEEN UPDATED Project T 4�0 _ jr 10 -8 ±rrjr F ` IiA A (OBSERVATION IS LIMITED TO VISIBLE/ACCESSIBLE AREAS). CONTRACTOR TO KIEWIT ENGINEERING FIELD VERIFY AND CONFIRM ADDITIONAL REQUIREMENTS WITH TENANT. SUITE G. ELECTRICAL, DATA AND SWITCHING LOCATIONS INDICATED ARE SHOWN TO Q p., 350 CONVEY GENERAL INTENT ONLY. COORDINATE ELECTRICAL/DATA SWITCHING TENANT IMPROVEMENT rr REQUIREMENTS WITH TENANT AND PROVIDE DRAWINGS BY DEFERRED _ SUBMITTAL. DECK H. NO VOC PAINT SYSTEMS TO BE UTILIZED, TO INCLUDE PRIMERS AS WELL AS FINISH PRODUCTS. 2 LINCOLN r. r'; T - I. ALL DIMENSIONS SHOWN AS PLUS/MINUS (th) ARE FOR GENERAL LAYOUT AND 10220 SW GREENE3URG RD. ~ ' �,,� REFERENCE ONLY. VERIFY AND CONFIRM ALL DIMENSIONS AND CONDITIONS TIGARD, OREGON PRIOR TO START OF WORK. NOTIFY ARCHITECT/ENGINEER OF ANY I 1 p ,"\6 r 7 1- DEMOLITION PLAN DISCREPANCIES PRIOR TO START OF WORK. 1/8".1'-o- I, J. ADD SOUND INSULATION IN ALL NEW WALLS. O D Irt.i_iti}10 TRUE PLAN ' ' KEYNOTES �� . .u, ,� NORTH NORTH ■./ n ; 1j 1. ALIGN NEW WALL WITH EXISTING WALL. / 2. ALIGN NEW WALL WITH EXISTING BUILDING COLUMN. 3. NEW 3'-0"± WIDE TEMPERED RELITE TO MATCH EXISTING SUITE FOR 0' r� "w/ STANDARD, SEE DETAIL 6/A5.20. / 4. NEW P-LAM UPPER AND LOWER CABINETRY, BUILDING STANDARD ' OF & 5DISHWASHER, SINK, FLOODSTOPPER AND PLUMBING. 5. NEW 4X8 PLYWOOD PHONEBOARD AND DEDICATED QUADRAPLEX OUTLET. r ' 6. NEW TENANT PROVIDED SIGNAGE. PROVIDE BLOCKING AS REQUIRED. c qE RCIGHTSI RESERVED CONFIRM FINAL LOCATION WITH TENANT AND TENANT'S VENDOR. 7. PROVIDE BLOCKING FOR TENANT PROVIDED 3'X4' WALL MOUNTED TACK THESE DRAWINGS ARE THE PROPERTY OF MACKENZIE AND ARE NOT TO BE BOARDS. CONFIRM SPECIFICATIONS AND LOCATIONS WITH TENANT AND USED OR REPRODUCED IN ANY MANNER, OTENANT'S FURNITURE VENDOR. WITHOUT PRIOR WRITTEN PERMISSION 8. PROVIDE POWER, DATA ROUGH-IN LOCATION AND BLOCKING TO ' ACCOMMODATE TENANT PROVIDED FLAT SCREEN TV. PROVIDE I" CONDUIT REVISIONS: OPENFROM LOWER ELECTRICAL TO ELECTRICAL AT 60" AFF. o OFFICE IAO REVISIONS REVISION DELTA II 309 9. CONVERT EXISTING OUTLET TO DEDICATED. » THIS CLOSING DATE 010. RE-USE EXISTING BASE FEED, IF FEASIBLE. PROVIDE NEW AS REQUIRED. o SHEET 11. ENSURE ALL EXISTING WINDOW COVERINGS ARE IN GOOD WORKING . QUIET ORDER. PROVIDE NEW AS REQUIRED TO MATCH EXISTING. - 31°1') ROOM 6'-4" 12. CAP DEMOLISHED FLOOR POWER AND DATA. ENSURE CAPS ARE FLUSH •TYP. is 31 a WITH FLOOR. r-- ' 13. REMOVE EXISTING BLINDS. PATCH AND REPAIR RELITE FRAME AS I ;— MIhIIT ,;.1+lull illREQUIRED. trag±4 dirk iL p? 0 WO OP 1 AA 145FCONFERENCE •,��.STOR GE ALTERNATE UPGRADES I ` w BREAK 312 '6L 313 t 311 PROVIDE SEPARATE PRICING FOR THE FOLLOWING: I ,I: I0 RECEPTION AA. IN LIEU OF P-LAM TOP AND BACKSPLASH, PROVIDE SOLID SURFACE SHEET TITLE: 313A i- ] 4 - 301 COUNTERTOP AND BACKSPLASH. CONFIRM FINAL SPECIFICATIONS WITH DEMOLON PLAN, L - . • ., � TENANT AND LANDLORD.+sIllkQ ' FLOOR PLAN AND ©• z 0 � NOTES HUDDLE 308 A4 .* ,* j IST r -, 303A Oimp. HUDDLE I'� . OFFICE OFFICE OFFICE OFFICE OFFICE 307 306 305 304 303 302 I O +,,_ "_ '� DRAWN BY: CAK DECK co +60 D _. 0 _ CHECKED BY : SBH, PDK Li, .IL ,r . ° u 0 SHEET: 10'-0" 1'-0"f / / , '.‘‘ PARTIAL THIRD FLOOR PLAN IIV0.±1.1.0) 1/8-.1'_0- A1 ,10 TRUE PLAN r - ' NORTH NORTH JOB NO. 215095136 w I PERMIT SET: 06/14/2018 .215095135. C.\TEMP\ACPUBLISH_9400\36_A1.10.DWG CAK 06/14/18 09:24 1:96.00 - ..� l f — Y 4:;/:///:,/ : In r , 0.,.. ° X ° / / Architecture Interiors ° �,/ oi Planning Engineering _ a GENERAL NOTES 03.224.9560 A. SUSPENDED ACOUSTICAL TILE CEILINGS AT 8'-7"± (EXISTING) AFF, UNLESS Vancouver,WA j NOTED OTHERWISE. 360.695.7879 I B. FOR SEISMIC BRACING OF SUSPENDED CEILING AND INTERSTITIAL EQUIPMENT Seattle,WA ° - SEE DETAIL 1/A5.20. 206.749.9993 F o ] .70i ---; C. CENTER ALL DOWN LIGHTS, FIRE SPRINKLER HEADS, SMOKE DETECTORS AND ALL www.mcknze.com OTHER CEILING PENETRATIONS IN CENTER OF 2x2 TILE, UNLESS NOTED Q; Ain .r� _ ' '' OTHERWISE. .■ • !�--! F ,►.■r�r PI 1 I _I�_ 04 :+ D. COORDINATE ELECTRICAL REQUIREMENTS WITH TENANT, ALL ELECTRICAL M AC K E N Z I E f n DRAWINGS WILL BE BY DEFERRED SUBMITTAL.J/ DESIGN DRIVEN I CLIENT FOCUSED / N1 �. v ° — o - - ' E. HVAC CONTRACTOR TO PROVIDE FULL SHEET OF THE FLOOR AFFECTED UPON I _❑ ° Q -�;QQ COMPLETION. CONTRACTOR IS RESPONSIBLE TO PROGRAM THE OVERRIDE HVAC Client Kilmr ■r�■■ Q BUTTON. : I • ' , F. REPLACE DAMAGED AND SOILED CEILING TILES WHERE AFFECTED BY ��; ii CONSTRUCTION TO MATCH EXISTING. � � r-� _, - � -, G. LIGHTING LAYOUT IS SHOWN FOR PRELIMINARY DESIGN JNTENT ONLY. FINAL LIGHTING LAYOUT TO BE PROVIDED BY THE ELECTRICAL CONTRACTOR AND 1S s H o R >= s T E I N T 1 24WArrfuer ■�, r ,L 4■.■! DEPENDANT ON OREGON ENERGY CODE ALLOWANCES AND EXISTING BUILDING b 1 AP ��� ,4 / f , ,.l"..dil /, INFRASTRUCTURE IN CEILING. ELECTRICAL CONTRACTOR TO REVIEW ALL _ E- II • REQUIRED LIGHTING LEVELS AND DISTRIBUTION AND NOTIFY ARCHITECT OF ANY _ CONCERNS OF FOOTCANDLES OR FIXTURE PLACEMENT/LOCATION WITHIN ANY -�-� ® ■n■■ ; ■i■■ v - AREA OF THE SPACE. CONFIRM NEW LIGHT FIXTURE PLACEMENT DOES NOT ® INTERFERE WITH NEW WALL CONSTRUCTION AND SAT MAIN GRID LINES, / ■�■ P RELOCATE IF REQUIRED. FINAL LAYOUT TO BE REVIEWED AND APPROVED BY I I ° ° ©' LOCAL JURISDICTION THROUGH DEFERRED SUBMITTAL. Project �« :C _... , .■:: ... CP KIEWIT ENGINEERING ,E■"" ""■��■■�■E-�■E�■■."". ;:m.■■■■�■""■mE■■■mi TYP. SUITE 350 183 111111111111111 --El MI KEYNOTES TENANT IMPROVEMENT S , ifs II L 1 1.. iL L L u Q U L U 1. PROVIDE BUILDING STANDARD HIGH LIMIT EXHAUST FAN. PI 1 REFLECTED CEILING PLAN 2. EXISTING SAT MAIN GRIDLINE, TYPICAL, AS IDENTIFIED DURING SITE 2 LINCOLN OBSERVATION. OBSERVATION IS LIMITED TO VISIBLE IDENTIFICATION OF 2 LIN SW CREENBURQ RD. CONSISTENT MAIN LINES. ANY VARIATIONS TO BE CONFIRMED ON SITE BY TIGARD, OREGON 1.20 1/8"=1'-O" CONTRACTOR. 3. RELOCATE CEILING COMPONENTS WHERE AFFECTED BY NEW LIGHTING TRUE PLAN LAYOUT AND/OR NEW CONSTRUCTION. NORTH NORTH _ ALTERNATE UPGRADES .4141) 441' :-.i__D__[_.• MIMI .]..„.. .: :-..i__F7 " — : , _4 - PV r PROVIDE SEPARATE PRICING FOR THE FOLLOWING: ' ., -. , ,... • y AA. PROVIDE NEW UPGRADED BUILDING STANDARD LITHONIA 2ALL4 2'X4' LED i . 1—er. o ►'a • LIGHT FIXTURES WITH DIMMERS THROUGHOUT. '4R �, 0 �?4N -� • FsAill /' BB. IN LIEU OF UPGRADED BUILDING STANDARD LITHONIA 2ALL4 2'X4' LED e .9' T 1 t ��_ LIGHT FIXTURES, PROVIDE NEW LJTHONIA 2ALL 2'X2' LED LIGHT FIXTURES '`I, �� ?. , : : ; ! THROUGHOUT. OF Or CC. IN LIEU OF EXISTING 2'X2' CEILING GRID AND TILE TO REMAIN, PROVIDE I NEW 2'X4', UPGRADED, SMOOTH TEXTURE, ARMSTRONG, SECOND LOOK, .�, 0 2018 SUSPENDED ACOUSTICAL TILE AND GRID THROUGHOUT. CONFIRM FINAL O MACKENZIE SER ALL RIGHTS RESERVED SPECIFICATIONS WITH LANDLORD AND TENANT. • OWE THESE DRAWINGS ARE THE PROPERTY - �� -- OF MACKENZIE AND ARE NOT TO BE - pp USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION , , , ° ° . de REVISIONS: Z • r : . �� SHEET CLOSING GATE � moo• , • �i t„.: , ; ; ; -, . .-_-• CC r� TYP. °J>c : . , ® /CD li . I ii..., E.. r c .Q J : 1 ,, ,. _ ; ® I . Mg MIENNIMW. AMA II i Oa IIIINWAIIIII III 4.111111MMIIIIIIIMINW/ Irv/ L 0 X . ' /�!■1 = �■I■■ 11111=1111111111111111@IIV ,,u L-,11 11111111 . . . . IIIIII.Wr1 • 1 diF5 • �� a 0 X •- •- '► ..... �_ , 1 - S• • LI— JUUI•UI: / ME REFLECTED :r, ►i ANIKr/IIAI VAPJF �►/.I.� 7FAWA skiF r7dar rlrsrriari� .VA.m • r .dames i r . I ° _ � -; :� � � � � � �� � -. � �� —w � r�� , -� CEILING PLAN, . 4,2ing,/ . ./I.// '/ENITO/./. .A/// AteMP �/�'/ �1 I�..��: - / AN ,�- /, ► ALTERNATE DEMO RCP ALTERNATE S - �„ •, S REFLECTED �� mi - CEILING PLAN A/ �i�► _ _ �� - AND NOTES I : 4 ,--,- ; ; _ __ _ r DRAWN BY: CAK III 1 IIIII' I i• =MI MM. ; ..� ■E1 '� I .,. , .. .I 7 ' t CHECKED BY: SBH, PDK 1 _ I I� � � L 1-- I - I S I � I I � I „ L , f, is 9 u ❑ „ ¢ f . U ,� _-__ f u , n s f>; 1 If -if J -fr „ .. -u ,, 0 SHEET: OP 'N 2 ALTERNATE DEMO RCP ALTERNATE REFLECTED CEILING PLAN A1.20 1/8.,=1,-0” 1.20 1/8„_1r-0., A1 . 20 TRUE PLAN TRUE PLAN NORTH NORTH NORTH NORTH r , JOB NO. 2150951.36 I , PERMIT SET: 06/14/2018 *215095136o C:\TEMP\ACPUBLISFI_9400\3B_A1,20.4WG CAK 06/14/18 09:23 1:96.00 FLOOR OR ROOF STRUCTURE 01 POP RIVET RUNNER TO WALL ANGLE AT 2 BERC 2 ADJACENT WALLS, FASTEN CLOSURE ANGLE WITH #6 8" MAX. / CLIP SCREWS DIRECTLY TO WALL FRAMING OR PROVIDE STRUT STABILIZER BAR BETWEEN ALL MEMBERS AT PERIMETER �!� eill STABILIZER BAR / ATTACH STUD TRACK ADDITIONAL #12 WIRE SUPPORT AT ALL MEMBERS � 3` / • / THROUGH GRID TO BRACE ABOVE WITHIN 8" OF PERIMETER � G. ,,,., - LATERAL BRACING WITH APPROVED VERTICAL �° . • • / rip SOUND ATTENUATION BATT COMPRESSION STRUT AT 12'--O" OC EA WAY �„ ° ° SUSPENDED CLG • / I / AS OCCURS COUNTERSLOPE HANGERS IF MORE THAN 1: 6 OUT OF PLUMB 2 ASSEMBLY • Architecture Interiors aI GYP BD WALL AS OCCURS a - , W_ Planning Engineering "ATTACHED .04. � ° ��.���. illir - �' � . 1 -? WALL" ` ,o =— — - �• I\ CUT TILE FOR TIGHTiiiihr 11 METAL STUD BRACING TO FLOOR r QQ I STRUCTURE AT 8'-O" OC W/ (2) #8 1��� FIT AT WALLS OcElL.N4 EDcE AT WALL NTS I I SHEET METAL SCREWS AT EACH END. I =ill NOTE::Ahhbaii FOR UNATTACHED WALLS PROVIDE A CASING BEAD I STUD SIZING PER SPAN TABLE. DOUBLE STUD AT JAMB, TYP Portland,OR © 3/4" GAP BETWEEN EDGE OF ANGLE AND CLIP USG 200-A BRACING TO BE PROVIDED WHERE 503.224.9560 441k I \„ k i 0 --- DO NOT SCREW BERC 2 CLIP TO TRACK I I DISTANCE BETWEEN PERPENDICULAR Vancouver, WA SOUND ATTENUATION INTERSECTING WALLS OR HORIZONTAL MATCH BLDG STD 360.695.7879 AT ALL NEW WALLS, TYP. %......8.1, CROSS RUNNERS FIT BETWEEN MAIN RUNNERS TABLE ,MAX., LENGTH f I I 1 BRACING BETWEEN WALLS EXCEEDS = Seattle, WA „ 1/2" DIA CONDUIT (EMT) 5 -10 I4111// I 8'-o" OC 206.749.9993 MAIN RUNNERS AT 4'-O" OC SUPPORT WITH #12 A J » WIRE AT 4'-O" OC OR WITH #10 WIRE AT 5'-O" OC EA WAY 3/4" DIA CONDUIT (EMT) 7'--8" 111‘•4111 I www.mcknze.com 6 -0 MAX 1" DIA CONDUIT (EMT) 9'-9" ��f METAL STUDS SEE WALL HEIGHT / ,r LATERALLY BRACE MAIN RUNNER TO STRUCTURE AT 12'-0" OC GYP BD EA SIDE /1110, SGL 1625125-33 MTL STUD 12'-O" I TABLE FOR GAUGE AND SPACING MACKENZIEr �/- EA WAY. BEGIN BRACING WITHIN 6'-0" OF PERIMETER AND Will , 2" FROM CROSS MEMBER IN AREAS GREATER THAN 1,000 SF (1-5/8"x2OGA) , I j CONT ACOUSTIC SEALANT EA DESIGN DRIVEN I CLIENT FOCUSED NOTE: BACK TO BACK 162S125-33 15'-0" 1 I SIDE AGAINST TRACK NO W . ALL GRID MEMBERS AND CONNECTION DEVICES TO BE OF AN SECURE ALL HANGERS TO BLDG MTL STUDS (1-5/8"x2OGA) SEALANT AT SIM COND Client APPROVED TWE AND HAVE A 180# CAPACITY. ALL LATERAL BRACING STRUCTURE. TRAPEZE DUCT WORK SGL 250S125-33 MTL STUD 13'-6" 1/2" MAX F»I IL WIRES TO HAVE A 200# CAPACITY. AND OTHER LARGE OBSTRUCTIONS (2-1/2"x2OGA) 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 SHORE STE S N SUSPENDED CEILING BRACING NON-BEARING WALL z 4 TYP INTERIOR DOOR S.rL NOTE: PROVIDE SEISMIC SEPARATION JOINTS IN CEILINGS GREATER NTS Z 5.2 AT FLOOR AND SUSPENDED CEILING3"=1'-O" ¢ , 5.2• HEAD SIMILAR 3 -f'-O" o THAN 2,500 SF. PROVIDE HEAVY DUTY GRID SYSTEM. 13" CLR. SOUND ATTENUATION BATT NOTES: U.N.O. / I I AS OCCURS A. FINISH ENDS, TYP F. ALL CABINET FACES AND DOORS, PL-1 • (2) ADJ. Project r•'.. Ai GYP BD WALL AS OCCURS B. CONFIRM REQUIREMENTS AND SIZES G. ALL EXPOSED EDGES AT DOORS AND SHELVING TO BE MELAMINE SHELVES KIEWIT ENGINEERING FOR ALL EQUIPMENT/APPLIANCES P-LAM TO MATCH ADJACENT VERTICAL SURFACES. SUITE 350 Lu PRIOR TO CONSTRUCTION OF H. PROVIDE WATERLINE FOR TENANT PROVIDED I TENANT IMPROVEMENT � CABINETRY REFRIGERATOR AND WATER DISPENSER. CONFIRM FINAL LU i - 71--•— illi I P LAM FACES iikii C. ALL COUNTER TOPS, EDGES AND LOCATIONS WITH TENANT. va -LJ i BACKSPLASHES, PL-2 1. (ALTERNATE TO BE PRICED SEPRATELY) IN LIEU OF I 2 LINCOLN DOUBLE STUD AT JAMB, TYP D. CONTRACTOR TO PROVIDE DEDICATED P-LAM TOP AND BACKSPLASH, PROVIDE SOLID SURFACE OUTLET FOR BLACK GE #GLDT690JBB COUNTERTOP AND BACKSPLASH. CONFIRM FINAL \ f I. 10220 SW GREEMURG RD. ADA DISHWASHER SPECIFICATIONS WITH TENANT AND LANDLORD. TIGARD, OREGON J E. SHIM AS REQUIRED 8 ilink w 25" P.L. TOP I I \ AILVW w -_J SIDE SPLASH WHERE IIrr lorMATCH BUILDING STANDARD CEILING wWERSbi _LAM- • SPLAH WITHTSELF EDGEER TOP D . ��EXISTING BUILDING _ KLJw COLUMN - - I DRAWER AS OCCURS IN ■ , /ADJ MELAMINEI' ON PIPES PER ADA CODE I— (1) REFRIGERATORMC I 0 HSHELF, NO DRAWER OR limm ������ N - iN _�-'_,Lu I SHELF AT SINK LOCATION `� g, OPEN BELOW PER ' �I I Lu I I �■ �`,` cy U H — P-LAM MACKENZIE 2048 I ADA CODE �. ..!__ IM_��� SIDE LIGHT AS OCCURS ALL RIGHTS RESERVED WITH 1/4" TEMPERED GLASS 1'-11"f 2'-9" 2'-0" 3'-1" ' RUBBER BASE I THESE DRAWINGS ARE THE PROPERTY / / / / OF MACKENZIE AND ARE NOT TO BE fr USED OR REPRODUCED IN ANY MANNER, !� / Q'—Q" / 411=111" Q WITHOUT PRIOR WRITTEN PERMISSION 1.11•11 ti V.I.F. 4 2'-O" P, oI , --I REVISIONS: 6 TYP INTERIOR DOOR CABINETRY ELEVATION m Os CABINET SECTION w �hREVI510N5 REVISION DELTA O; ( THISCLOSINGDATE„ SNEET * HEAD SIMILAR 3 =1 -0 0 ® BREAK 311 1/4 =1 -0 wTYPICAL 3/4"=1'-0” m �a� 5.2 0 5.2 -J 1/13" CLR.1, * 2 LINCOLN STUD SIZE: 21" U.N.O. • (2) ADJUSTABLE MELAMINE€ SHELVES, TYP LIMITING WALL HEIGHT TABLE - - —J i! INTERIOR NON S"TRUCTURAL NON-COMPOSITE WALLS L/240 © 5psf I F Li w DESIGNATION 1 SPACING MAX. WALL HEIGHT + - tn _ _ _ . 250S125-18 24" 8'-4" • I I • L UPPER CABINETS, DEPTH 250S125-18 16" 9'-7" SHEET TITLE: MAY VARY AS REQ'D, 250S125-27 24" 9'-10" DETAILS AND SEE CASEWORK ELEVATIONS ELEVATION w 25 P.L. TOP 2505125-18 16" 11'-3" w U.N.O. - 3625125-18 24" 13'-5" LUv) 1'-5" MAX 4" BACKSPLASH, RETURN 362S125-18 16" 14'-4" AT END WALL CONDITIONS TO FAUCET 362S162--33 16" 16'-5" CONTROLS — r 1 \ 3625162-43 16" 18'-O" 600S162-33 16" 24'-6" I' ., WRAP ALL EXPOSED PIPE I I - _ PER CODE INTERIOR NON STRUCTURAL NON--COMPOSITE WALLS � DRAWN BY: CAK °r WITH CERAMIC TILE FACING L/360 © 5psf v)8„ _r �`-JJ / / z U 20 CHECKED BY: SBH, PDK N cr DESIGNATION SPACING MAX. WALL HEIGHT a SHEET: ___/_.1,_ I In a 3625125-18 16" 12'-4" ~ I-- 6 . `� N OPEN BELOW PER CODE 3625125-33 16" 14'-3" 0 1 / rn _ A5.20 �() \ \ \ ¢ WALL TABLES ARE BASED ON WALLS SHEATHED BOTH SIDES FULL HEIGHT WITH —J dl° 2'-0" / z 1/2" GYPSUM BOARD ATTACHED WITH #6 SCREWS MIN. AT 12"-0" O.C. MAX. 3 =___—_ I JOB No. 2150951.36 CABINET SECTION W 12 WALL HEIGHT TABLE TYPICAL 3/4"=1'-0" U £ 5.21 PERMIT SET: 06/1412018 .215095136* C.VFW\ACPUBL[SH..04))\36_A5.20.DWG CAK 06/14/18 09:24 1:96.00 DOOR SCHEDULE HARDWARE GROUPS DOOR DOOR DOOR FRAME HARDWARE OPENING DETAILS RATING COMMENTS H-1: PASSAGE N0. SIZE THK TYPE MAT'L FINISH MAT'L FINISH GROUP LATCHSET. F75 GRADE 1, EXISTA 3'-0x8'-4" EXISTING DOOR 1,AA,Bg BUTTS, SEAL, STOPS EXISTB 3'-Ox8'-4" EXISTING DOOR AA,BB H-2: STOREROOM/SERVER Architecture .' Interiors 1 LOCKSET, F86 GRADE 1, BUTTS, Engineering 303A 3'-0x8'--4" 1-3/4" FL/R SC S HMK , FF 6/A5.20 H-1 - AA,BB SEAL, STOP Planning gineerin g 310A 3'-Ox8'-4" 1-3/4" FL SC S HMK FF 4/A5.20 H-3 - AA,BB H-3: PRIVACY LOCK, LOCKSET F76 311A 3'-Ox8'-4" 1-3/4" FL SC S HMK FF 4/A5.20 H-1 - AA,BB W/OCCUPANCY INDICATOR, 313A 3'-0x8'--4" 1-3/4" FL SC S HMK FF 4/A5.20 H-2 - 2,AA,BB GRADE 1, LATCHBOLT RETRACTED BY LEVER FROM EITHER SIDE UNLESS OUTSIDE IS Portland,OR LOCKED BY INSIDE THUMB TURN. 503.224.9560 TURNING INSIDE LEVER OR Vancouver, WA CLOSING DOOR UNLOCKS 360.695.7879 OUTSIDE LEVER, BUTTS, STOP, CLOSER. Seattle, WA 206.749.9993 GENERAL NOTES ABBREVIATIONS www.mcknze.com A. ALL DOORS/CLOSURES TO BE CHECKED, ADJUSTED, AND/OR REPLACED TO BE IN COMPLIANCE WITH ADA. M AC K E N Z I E,: B. ALL TENANT ENTRY DOORS TO RECEIVE A NEW DOOR WITH MORTISE LOCKSET AS DETERMINED BY LANDLORD) EX EXISTING DESIGN DRIVEN I CLIENT FOCUSED C. ALL SECONDARY DOORS TO HAVE DEADBOLTS REMOVED, INSTALL COVERPLATES OR CHANGE DOORS AS FF FACTORY FINISH ' AVAILABLE. FL FLUSH Client D. ALL DOORS, FRAMES AND HARDWARE TO MATCH TENANT BUILDING STANDARDS. FL/R FLUSH WITH ADJACENT RELITE E. VERIFY DOOR HEIGHT DIMENSIONS. APPROXIMATE MEASUREMENTS BASED ON FIELD OBSERVATION. HMK HOLLOW METAL KNOCKDOWN F. NEW DOORS MAY BE PULLED FROM EXISTING BUILDING INVENTORY OR RELOCATED WITHIN SUITE WHERE S STAIN POSSIBLE. SC SOLID CORE WOOD S H O R E S T E I N Exln COMMENTS CPT-1 1. EXISTING DOOR AT EXISTING RATED CORRIDOR. 2. PROVIDE BUILDING STANDARD LOUVERED DOOR. , I ALTERNATE DOOR SCHEDULE COMMENTS Project KIEWIT ENGINEERING *PROVIDE SEPARATE PRICING FOR THE FOLLOWING: SUITE 350 AA. ALL DOOR HARDWARE TO BE BRUSHED NICKEL FINISH. CONFIRM FINAL SPECIFICATIONS WITH LANDLORD TENANT IMPROVEMENT P-3 AND TENANT. BB. PREP DOOR FRAMES TO RECEIVE NEW PAINT, P-1, AT INTERIOR DOORS AND TENANT ENTRY DOORS (TENANT SIDE ONLY). CONFIRM PAINT COLOR WITH TENANT. 2 LINCOLN 10220 SW c e�URG RD. OFA FINISH LEGEND TI�ARD, OREGON 1-1 309 N. WALL E. WALL S. WALL 1 W. WALL CEILING U ROOM FLOOR MAT'L BASE MAT'L CEILING Q NO. ROOM NAME FINISH FINISH MAT'L MAT L MAT'L E MAT'L MAT L HEIGHT COMMENTS , 4 • ROOM FINISH FINISH FINISH FINISH FINISH ,A1 CPT-1 C T-2 .310 EXIST 301 RECEPTION CPT RB P P P GB/P EXIST EXIST — , P-4-----_, `/ • • 302 OFFICE CPT RB P P P P EXIST EXIST - `+� P� . LEli \ ` ; .- . 3O3 OFFIGE CPT RB GB/P P GB/P GB/P EXIST EXIST -- `' 4� , i'. 304 OFFICE CPT RB GB/P GB/P P P EXIST EXIST - * PORT • 'p, ' 'EGON iipi, P•3 CONFERENCE P-4 STORAGE P_3 305 OFFICE CPT RB P P P P EXIST EXIST 124, - E BREAK 312 313 306 OFFICE CPT RB P P P P EXIST EXIST - OF 0 311 307 HUDDLE CPT RB P P P P EXIST EXIST - _ ' L T-2 :.T RECEPTION 308 HUDDLE GPT RB P P P P EXIST EXIST _ © MACKENZIE 2018 . . 301 ALL R1cHrs RESERVED x1 '—"—�1 309 OPEN OFFICE CPT RD P GB/P GB/P P EXIST EXIST — THESE DRAWINGS ARE THE PROPERTY v7 HALL OF MACKENZIE AND ARE NOT TO BE 1 P� \ ..."-7 CPT-1 —CPT-1 CPT-1 CPT-1 CPT-1 CPT-f 310 QUIET ROOM CPT RB GB/P P ' P GB/P EXIST EXIST - USED OR REPRODUCED IN ANY MANNER, CPl�2 CPT-1 31 Q ,- I \\\ WITHOUT PRIOR WRITTEN PERMISSION HUDDLE - CPT-1 - 311 BREAK LVT RB P GB/P P GB/P EXIST EXIST - 308 / �I 1111 �I 312 CONFERENCE i CPT RB P P P GB/P EXIST EXIST - REVISIONS: % u s .'T-2+ CP CP CP i -- Z c 313 IT/STORAGE SOT RB P GB/P GB/P P EXIST EXIST -- o� REVISIONS REVISION DELTA -- -- - 5 rxl5 CLOSING DATE HUDDLE OFFICE P-2 P-2 OFFICE P_2 OFFICE P-2 OFFICE P_2 OFFICE 314 HALL CPT RB GB/P GB/P EXIST EXISTas SHEET .307 1 P4 306 I 305 304 303 302 FINISH SCHEDULE NOTES: ABBREVIATIONS: ' L L DECK A. ALL INTERIOR FINISHES BUILDING STANDARD, UNLESS NOTED OTHERWISE, COLORS TO BE COORDINATED CPT CARPET TILE '� WITH TENANT. SEE 1/A6.10 FOR FINISH LOCATIONS. SDT STATIC DISSIPATIVE ,.. B. PATCH AND REPAIR ALL EXISTING WALLS WHERE AFFECTED BY NEW WORK. PAINT NEW AND EXISTING VINYL COMPOSITION TILE WALLS THROUGHOUT. EXIST EXISTING I I A x xs. C. PROVIDE NEW CARPET TILE FLOOR FINISH AND RUBBER BASE THROUGHOUT, UNLESS NOTED OTHERWISE. GB GYPSUM BOARD I PROVIDE LUXURY VINYL TILE AT BREAK AND STATIC DISSIPATIVE VINYL COMPOSITION TILE AT P PAINT 1 FINISH PLAN IT/STORAGE ROOM. RB RUBBER BASE I LVT LUXURY VINYL TILE I I 610 1/8"=1'-o" SCHEDULE OF INTERIOR FINISHES . I TRUE PLANSHEET TITLE: NORTH NORTH CPT-1: GENERAL CARPET TILE: MOHAWK GROUP, EXPEDITION HYDROSPHERE GT332, GLACIER 739, 24"X24", BRICK SCHEDULES AND ASHLAR INSTALLATION FINISH PLAN CPT-2: PRIVATE OFFICE, CONFERENCE AND HUDDLE ROOM CARPET TILE: MOHAWK GROUP, EXPEDITION ECOSPHERE GT333, GLACIER 739, 24"X24", BRICK ASHLAR INSTALLATION LVT-1: LUXURY VINYL TILE: MOHAWK GROUP, ANTIEK C0015, ALABASTER 311, 9"X48", BRICK ASHLAR INSTALLATION SDT-1: STATIC DISSIPATIVE VINYL COMPOSITION TILE: ARMSTRONG, PEARL WHITE 51953, 12"X12" PL-1: PLASTIC LAMINATE AT VERTICAL SURFACES: PIONITE, SLEEPING IN WT870-SD, SUEDE FINISH , PL-2: PLASTIC LAMINATE AT COUNTERTOP AND BACKSPLASH: NOT USED DRAWN BY: CAK P-1: GENERAL PAINT: SHERWIN WILLIAMS, ALABASTER 7008, SATIN FINISH CHECKED BY: SBH, PDK P--2: PRIVATE OFFICE ACCENT PAINT: SHERWIN WILLIAMS, SVELTE SAGE 6164, SATIN FINISH SHEET: P-3: BREAK ROOM ACCENT PAINT: SHERWIN WILLIAMS, DRIED THYME 6186, SATIN FINISH P-4: CONFERENCE ROOM ACCENT PAINT: SHERWIN WILLIAMS, AMAZING GRAY 7044, SATIN FINISH i\6 :1 0 RB-1: RUBBER BASE: ROPPE, LUNAR DUST 114, 4" COVE SS-1: SOLID SURFACE COUNTERTOP AND BACKSPLASH: PENTAL QUARTZ, CRYSTAL WHITE POLISHED BQ850P, i" SLAB JOB NO. 2150951.36 (ALT.) , *CONFIRM ALL FINISH SELECTIONS AND LOCATIONS WITH TENANT PRIOR TO PROCUREMENT PERMIT SET: 06/14/ 2018/ •215095136. C,\TEMP\ACPUBL15h_`3490\36_A6.10.OWG CAK 06/14/18 09:24 1:96.00