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Plans (6) BU P2017 - 0016 PROJECT . � <>'rr e " -� PROJECT v : :LOCATION LOCATIONTOPORTLAND ^�^^ I-5 •�lir '> ✓ BumluRd; .-p,. D^,uwRd :,iiuwvanlaR-p 'Bonita FTE RfrHlafla': C(��VIMH EC- .....„ AI .,9 `� 1.5 x .�' S t $ l :wnIG � r - ED E r Letar I JUN • 2 --, 1 1 1i ♦ oN �r a r ^ r rIF I r y ,la��� C1711O 2011 Architecture Interior mr 1,�', ` , BUSINESS 0„tari s i ^ e 5� a Ip rR i" fi.7 s.ir' r :: F 'le— '''` ••7 n� -: ' PARK 11 F ' 4, >S,a '; k' 7 jb0 eti iL.,g t a r A ' M _ — ----- 1, _ _ __ ._._._ _ — Planning eri 111111 7 s7 Sr po 1Nv P 4i n�. HOME �� )' ,��j. , _,_. �r: :. .. ® �1 TMi4uu„. :r , e - ►�� , i i I �I �. — BUILD vGp1�SRl� PF 'n g Engine DPOT j I\ ' .I \ -° „ [ ` ..I,d+ Irl �;,�; y ON . '.. ,_ tr Cy d` ��„�• ,` ` //1/. I�II'� '<o t .Y3"F} t �r F3w:i'$. GInIM fld' T4 F 5•. . fir II I.�.-.1)i L.- 1 • / PACIFIC �I i 1 i I I... i�YC� �.\ ' - '"'° s) 6� ■ � OREGON ws£ T >w s, <u�bs Sri dlat� ,rm ;:r s'' fyW, / - er / CORPORATE _- •., L I 1 .�'� BUSINESS ++ &1v C5,db1.il Ln �"' /// 2. —DI it- � 1 CENTER ,. j- jig ,i1 I 1 � ��5"'.. _{n, 1 .'" PARKI •.,,,„L >� x `" a' ns yi «a 0 - SIy9aICum^+t / z 3Ia r -- ._ _ Lel _ �� '^ �.[p 4M��..l / // ® I J �1 III .': � / F / IIME .._:.1) •n . .~'/ 11 l__' I.1{vt-.:^ t � r, rolmrr • _ t4 ,,,� ON.Y�M,caiy{4 _ r to Ilf. i i , Portland, �:. -..� — _ ,.... � s� ,r� u ' 503 224 95i�'�7SS7�7 U� ! � F _,�"""+^""°' w. ly' N. `IIII'F. �" 'I�IBOb. . � '1 :: .. M u -r - �'T/'I�I��II�' r/'�� eI® ���������/ _f (/\\ ay CNP tISCMIN ✓� Y IJ /� 1�j �^ �, 11111 a� �� ' - 1,.;•E$ �1� ��! L '.> z :Ell't•y f >i'`.s�...-, u` 'tf r' w {3 `' , II / nnm ��' / ' g.,,A. t1 uml �I Vancouver,V> pn pN """' } ;�.'.� z als�k^ lkf � '� �� — 360.695.78 �� mioni Ar °_yyJ 194ç, 7' �/` 7�- ' -�_. '' ' ' s -J . ,„, ,_ _�'�rl'/ \_ I�f `.� yrs t>.� 1111a 1 rr - !!�II�" qN —. s s -_ ?. /'�p.i. .SYa^CWPal ;;;;;;, y� ..y S.r44h>r'.: '. r 1, 3'`- O /il i / 1,2 a,: v b,. OREGON 2 .� .I r r Z - r � n et w, r�''r-.r "'+�S _ -- WWW:mcknze.co, BUSINESS IPA .n `x'41 }^ + a / PARKiII "':44mta-4-S-s;r" aC ♦ PACTRUST i / .iStti sdx ' Furt1.::Nr:E/ ! ' / // / / , �/ I d - a NdainN / ill ,TzgE BUSINESS "� > 4 7 * $ '�v �k x �� ENTER r �` 4 _ MACKENZIE TOTBCI&II Pr'?1lAa. 1 A Na1.41He� :. V.1•,52:: :(.::;.::: : ::',,ar t t ,�p f r "y,,'4. I DESIGN DRIVEN ICLIENT FOCUsk. lr r -.,}�y"� >. x bWy;Odlfd'z' 'jy ,., :._i / , s, Client i) / INA dYy NV(lP� J "0. `.j! K V/ �j Ci _ • ^0 IbIHUMSpI n tI& } $ 3 / / / F/J// r lirpi/ lie I - 1 r _ t lL wa !.nyr Att 'lYa9flnyta.Ct ���i�, / / / 't '4,: lJ h ;:-:-,1:_:,-,,:-.1. , -.:_:1---- - - - AREA OF WORK ean SITE MAP 'INVICINITY MAP 3 KEY PLAN ' T1.1 NTS 4011) NTS T1,1 NTS A T US" TRUE .Pacific I lty Aseueietue, <_. NORTH • INDEX OF DRAWINGS LEGEND T1.1 TITLE PAGE, KEY PLAN, DEMO PLAN AND NOTES ::::a , EXISTING CONSTRUCTION TO BE DEMOLISHED I II I A2.1 PARTIAL THIRD FLOOR PLAN, FINISH PLAN, SCHEDULES AND NOTES ' J A5.1 ELEVATIONS AND ENLARGED RECEPTION DESK PLAN EXISTING WALL TO REMAIN A6.1 CEILING DEMO PLAN, REFLECTED CEILING PLAN AND NOTES A8.1 DETAILS wallsna NEW WALL TO UNDERSIDE OF GRID, SEE 2/A8.1 — - - .NEW WALL TO STRUCTURE, SEE 1O/A8.2 °'� 1 Project NEW WALL TO 6" ABOVE CEILING GRID, SEE 2/A8.2 0 o �� PACTRUST GENERAL CONTRACTOR Q Q SUITE 300 NEW PARTIAL HEIGHT PLANTER WALL SURROUND, SEE 4/A2.1 _ 7 O TENANT IMPROVEME SKANSKACONTACT: KELLY ROTH Q KEY NOTE FOR REFERENCE - , io I A A i,4 Q ADDRESS: 222 SW COLUMBIA ST SUITE 300 PORTLAND,OR 97201 tli I _ 241 BUILDING 503.382.0900 KELLY.R07H®SKANSKA.COM ® INTERIOR ELEVATION FOR REFERENCE I i 5 \ .-.1 II- ,�t, `'' 15350 SW SEQUOIA P> -J I I ,,, ' rl, - '.;: PORTLAND, OREGON OWNER 4, ALIGN FACE OF FINISH WITH FACE OF FINISH - Q Q 1141`&S J 4 '$1p, PACTRUST �OO� DOOR NUMBER SYMBOL n 0— ;� V CONTACT: BENJAMIN CHESSAR BENC@PACTRUST.COM _ " KW; r,y ;; ADDRESS: 15350 SW SEQUOIA PARKWAY, SUITE 300 PORTLAND, OR 97224 EXIT REQUIRED EXIT W TEL: 503.624.6300 - 9 t. EXISTING OUTLET AND VOICE/DATA ROUGH IN TO REMAIN ° 6flh ARCHITECT/DESIGNER 9A NEW OUTLET AND VOICE/DATA ROUGH IN LOCATION — I Q - '" Op ' • DEMO DUPLEX OUTLET + ` - MACKENZIE FE CONTACT: ADAM SOLOMONSON AJScMCKNZE.COM EXISTING FIRE EXTINGUISHER _ (' © MACKENZIE 2016 MORGAN TOTH MRTC�DMCKNZE.COM rp EXISTING FIRE ALARM PULL I © ALL RIGHTS RESERVED ADDRESS: 1515 WATER AVE SUITE 100 PORTLAND, OR 97214 THEKE DRAWINGS AND ARE THE O BE U MACKENZIE AND ARE NOT TO BE U TEL: 503.224.9560 HS EXISTING WALL MOUNTED FIRE STROBE TO BE REMOVED OR REPRODUCED IN ANY MANNEF, WITHOUT PRIOR WRITTEN PERMISS!• I SCOPE OF WORK REVISIONS: 0 THE SCOPE OF WORK FOR THE PROJECT INCLUDES INTERIOR TENANT IMPROVEMENTS c)� THIS REVISIONS REVISIONSINGDELTA THIS CLOSING DATE SHEET FOR AN APPROXIMATELY 16,264 SQUARE FEET OF TENANT SPACE ON THE THIRD OF THREE FLOORS. a°. - AREA OF WORK IS APPROXIMATELY 1,945 SQUARE FEET. 771 DEMO PLAN F WORK TO INCLUDE DEMOLITION, NEW WALLS, DOORS AND RELITES, AND NEW CABINETRY. 1 TENANT APPROVAL: <Ti.� 1/8"=1'-0" I 1 1 1 GENERAL DEMOLITION NOTES C�OFTIG, . _ 1 DESIGN/CGDE DATA A. REMOVE EXISTING FLOORING, WOOD PANELING, AND BASE THROUGHOUT AREA OF WORK REVI�WEDFOR COMPLIANCE ONLY UNLESS NOTED OTHERWISE. PATCH, REPAIR AND PREP SUBSTRATES AS REQUIRED Approved: ( GCk&. 1'. r'r\Ci" ' GOVERNING CODE: 2014 OSSC TO RECEIVE NEW FINISHES. SEE SHEET A2.1 FOR FINISHES. OTC: : ( 11 SHEET TITLE: OCCUPANCY: B B. THE CONTRACTOR SHALL CAREFULLY EXAMINE CONSTRUCTION DOCUMENTS FOR THE Permit fit .. , �` TITLE PAGE, . WORK. ANY CONFLICTS, INCLUDING BUT NOT LIMITED TO BUILT CONDITIONS OF M.E.P. IN CONSTRUCTION TYPE: TYPE II-B THE PLANS SHALL BE CALLED TO THE ATTENTION OF THE ARCHITECT/DESIGNER, SO Address: t . : _ A ' , ti KEY PLAN, TENANT AREA (APPROX): APPROX. 16,264 S.F. THAT THE CLARIFICATION CAN BE ISSUED. Suite 14: -!�� DEMO PLAN, OCCUPANCY LOAD: 163 C. CONFIRM WITH LANDLORD/OWNER ITEMS TO SALVAGE. LANDLORD TO PROVIDE LIST OF By: ckiv' Date. 111 SCHEDULES SALVAGED ITEMS. 2 REQUIRED EXITS, 3 EXITS PROVIDED D. SAVE AND RECYCLE DEMOLITION DEBRIS WHERE POSSIBLE. COORDINATE WITH CITY OF , AND NOTES ALL EXITS ARE EXISTING AND HAVE APPROPRIATE EXIT SIGNAGE TIGARD REQUIREMENTS FOR RECYCLING DEMOLITION DEBRIS. BUILDING IS FULLY SPRINKLED AND HAS SMOKE DETECTION AS REQUIRED E. CAP ALL ABANDONED PLUMBING, ELECTRICAL CONDUIT, AND OTHER UNDER SLAB OFFICE COPY UTILITIESAS REQUIRED. F. RETAIN WITH ON SITE EMERGENCY GENERATOR FOR FIRE, LIFE/SAFETY BACKUP POWEREXISTING FIRE EXTINGUISHERS FOR FUTURE USE. 1 G. EXISTING STRUCTURE TO BE LEFT UNDISTURBED AND INTACT. PERFORM NO DEMOLITION DRAWN BY: HYH THAT MAY COMPROMISE THE STRUCTURAL INTEGRITY OF THE BUILDING WITHOUT WRITTEN DEFERRED SUBMITTAL APPROVAL OF THE ARCHITECT/DESIGNER. CHECKED BY: MRT 2014 OSSC SECTION 107.3.4.2 (by separate permit) KEYNOTES SHEET: FIRE SPRINKLER FIRE ALARM 1. REMOVE EXISTING VINYL WALL COVERING. PREP EXISTING WALL TO RECEIVE NEW PAINT. MECHANICAL ELECTRICAL . 1 T 1w 1■ EXIT ILLUMINATION ALTERNATE UPGRADES NOTE: DESIGN BUILDERS FOR M.E.P. AND FR ARE FULLY RESPONSIBLE FOR THE DESIGN PROVIDE SEPARATE PRICING FOR THE FOLLOWING: OF THESE SYSTEMS/COMPONENTS. THESE SYSTEMS/COMPONENTS SHOWN ON DOCUMENTS AA. PROVIDE SEPARATE PRICING FOR WORK AT THIS AREA. ARE SCHEMATIC ONLY: THEY ARE NOT INTENDED TO REPRESENT FINAL/CODE COMPLIANT gg, OPENING TO ALIGN WITH EDGE OF CABINETRY. DESIGN. PROVIDE DESIGN DOCUMENT SUBMITTAL TO ARCHITECT OF RECORD FOR REVIEW JOB NO. 2160014.05 PRIOR TO SUBMITTAL PERMIT SET: 03/16/17 .,,,..„, ... , GENERAL NOTES KEYNOTES '-_----; - - ION TOR EXCEPT NOTEDBELOW. A. ALL EXISTING CONDITIONS REMAIN,, E C - -.. 1, ALIGN NEW WALL WITH EXISTING WALL/COLUMN. ----- B. DIMENSIONS REFLECT FACE OF FINISH TO FACE OF FINISH, UNLESS NOTED OTHERWISE. 2. NEW 2'-6"D FLOOR TO CEILING HIGH STORAGE CABINET. NOMINAL UNLESS NOTEDOTHERWISE.C. WALL THICKNESS ARE M L, NESS E SE. INT RIOR WALLS TO GO TO UNDERSIDE OF GRID UNLESS NOTED OTHERWISE. 3. NEW RECEPTION DESK WITH (1) B/B/F, (1) F/F AND LOWER CABINETRY. „,,,, J D. ALL E -- 1 ALL INTERIOR DOORS TO BE SOLID CORE FLUSH WOOD DOORS TO MATCH NEW BUILDING 4. FURNITURE AND EQUIPMENT NIC. TYPICAL WHERE HALF TONED. TENANT OR TENANT VENDOR TO . Ir. A5.1 CONFIRM BUILT CONDITIONS FOR SPATIAL REQUIREMENTS AND FINAL LAYOUT. Architecturen STANDARD UNLESS NOTED OTHERWISE. � Interiors 0 . F. OUTLETS INDICATED ARE EXISTING UNLESS NOTED OTHERWISE. SITE VERIFICATION HAS 5. NEW WOOD VENEER LOWER CABINETRY, WD-2 WITH STONE SLAB, ST-1, COUNTERTOP. 1 --10 Piannlin hn ineering ._. ._.... 301A NOT BEEN PERFORMED. CONTRACTOR TO FIELD VERIFY AND CONFIRM ADDITIONAL DEEP. g g a �' REQUIREMENTS WITH TENANT. REPLACE ALL EXISTING FACE PLATES WITH WHITE AT AREA 6. REPLACE EXISTING CABINETRY HARDWARE WITH BRUSHED STANILESS HARDWARE. PROFILE AND yE\lik OF WORK. SIZE TO MATCH EXISTING. 1 1E1 :v'' B G. ELECTRICAL, DATA AND SWITCHING LOCATIONS INDICATED ARE SHOWN TO CONVEY 7. NEW P-LAM MAIL SLOTS FOR LEGAL SIZE PAPER. QUANTITY TBD. BUILD OUT WALL BELOW AND + ' • (I) A8.2 GENERAL INTENT ONLY. COORDINATE ELECTRICAL/DATA SWITCHING REQUIREMENTS WITH ABOVE FOR FLUSH SURFACE AT FRONT FACE OF MAILBOXES. 3 ='' -H '� TENANT AND PROVIDE DRAWINGS BY DEFERRED SUBMITTAL. 8. REPLACE ALL EXISTING ELECTRICAL OUTLETS, SWITCHES (DIMMABLE AND TIED TO N-LIGHT), ? (15 1 I RE,EPTION VP 45.1 i� (1) - H. ALL DIMENSIONS SHOWN AS PLUS MINUS (±) ARE FOR GENERAL LAYOUT AND REFERENCE COVER PLATES, AND DATA AND LOW VOLTAGE PLATES TO WHITE. Portland,OR �# It 11 r 301 0 = _l 8 ONLY. VERIFY AND CONFIRM ALL DIMENSIONS AND CONDITIONS PRIOR TO START OF WORK. 9. NEW 3'-4". WIDE FLOOR TO TOP OF DOOR TEMPERED BUTT GLAZED RELITE, SEE DETAIL 4/A8.1, 503224.9560 14CONFERENCE 41D 4 j _ 1 T- NOTIFY ARCHITECT/ENGINEER OF ANY DISCREPANCIES PRIOR TO START OF WORK. 10. PROVIDE BLOCKING AT WALL FOR TENANT PROVIDED TV/MONITOR. COORDINATE FINAL LOCATION Vancouver,WA -• 10 - 44 I. ADD SOUND INSULATION IN ALL NEW WALLS, EXCLUDING PARTIAL HEIGHT WALLS. WITH TENANT. ;' {> 360.695.7879.. 1 11. RELOCATE EXISTING A/V TO THIS WALL, COORDINATE POWER AND EQUIPMENT REQUIREMENTS Seattle,. WA r.•!1••••• 302C .9111 3026 IR• . 302A WITH PACTRUST. 0 - _ .� J• - , , 12. LINEAR DIRECTION OF CARPET. 206.749.999' - ...- A �- , FINiSH GENERAL NOTES • 13. PROVIDE FLOOR TO CEILING BUTT GLAZING, G-1. PROVIDE STRUCTURAL SUPPORT AT CEILING www.mcknze.com L_� t` HALL - ,;5+ AS REQUIRED TO SUPPORT GLAZING, SEE DETAIL 6/A8.1. Ef) / HALL ' �i�'x 7"R f 3p3 t 14. RAISE EXISTING DATA TO 48" AFF. WIF ♦ A. NEW PORCELAIN TILE AND CARPET WHERE INDICATED. (SUBMIT INSTALLATION DIAGRAMM AC I<E N Z I E 307 !U - 15. NEW WALNUT WOOD SLAB WRAP AT ENTRANCE SLIDING DOOR. COORDINATE WITH OWNER ON .�.�, .. .-_ ? _� 30sA 304A FOR ARCHITECT APPROVAL.) Mlip .# BASE AT AREA OF WORK UNLESS NOTED OTHERWISE. WALNUT PLANKS TO BE SUPPLIED BY OWNER FROM JEWELL HARDWOODS, INSTALLED BY DESIGN DRIVEN I CLIENT FOCUSED ��, ,H, A � /.� B. NEW WOOD OR T ERWISE C. PAINT NEW AND EXISTING WALLS AND NEW GYPSUM BOARD CEILING AT AREA OF WORK, CONTRATOR. Client 16. PROVIDE COAT HOOKS, BLOMUS, JUSTO, QUANTITY 4. fr) r `1151 ell L0 � P-1, UNLESS NOTED OTHERWISE. • _ ' 1 306 I D. PROVIDE SCHLUTER TRIM WHERE PT-1 TRANSITIONS TO CPT-1. 17. (2) 4X8 CLARUS MAGNETIC GLASS - PURE WHITE C100 PANELS MOUNTED HORIZONTALLY AT CONFERENCE _ 1) [.1 I f .,, . > E. CONTRACTOR TO VERIFY SITE CONDITIONS AND MEASUREMENTS PRIOR TO ORDER AND TRAINING 304, INSTALL WEST END 4' FROM EXTERIOR WALL TO ALIGN WITH TABLE LAYOUT, SEE 305 � - Q � INSTALLATION OF ALL MATERIALS. NOTIFY A/£ OF ANY DISCREPANCIES. 4C/A5.1 FOR CONFERENCE 302 LOCATION. 306A TRAINING F. CENTER FLOOR TRANSITIONS AT DOOR OPENINGS, WHERE OCCURS. TRANSITIONS AT DOOR 18. WOOD BASE, WB--i, AT FEATURE WALL TO RECEIVE POLYURETHANE FINISH TO MATCH WD-1 304 OPENINGS UNDER DOOR, TYPICAL. ABOVE. ALL OTHER WOOD BASE WB-2. 19. EXISTING ROOF DRAIN LINE TO REMAIN. 20. EXISTING WATERLINE TO REMAIN. NW 21.. EXISTING MAIN BASE TO REMAIN AT THIS ROOM. REMOVE BASE CAP. RE-FINISH TOP OF BASE TO MATCH EXISTING. 22. ALIGN FACE OF DESK WITH EDGE OF THE FLOORING. DOOR SCHEDULE 23. ALIGN NEW WALL TO STRUCTURE WITH NEW PILASTER. PILASTER WIDTH TO MATCH SOFFITPACTR I ABOVE. DOOR DOOR DOOR FRAME HDWR 24. PROVIDE POWER ON SEPARATE SWITCH FOR SIGNAGE. COORDINATE WITH PACTRUST SIGNAGEFlPF34Ifi . A°61Xtateae SI' V DOORDETAILS RATING COMMENTS VENDOR, OPENING SIZE THK TYPE MAT'L FINISH MAT'L FINISH GROUP - 301A „ EXISTINGDOOR 25. NEW BUILT-IN PLANTER BOX, 21--10111-1, SEE 4/A2.1, PROVIDE SHOP DRAWINGS OF PLANTER 3-0 x8-10 N ? I CONSTRUCTION FOR REVIEW. 302A 3'-0"x8'-o" -- G G G -- _ _ 4/A8.1 H-2 -- --_ . • 3028 PR 3 -0„x8__0_. --- SL G G -- -- --- H-2 -- 3 H-2 3020 3'-0„x81'0„ -- G G G - - 4/A8.1ALTERNATE KEYNOTES 304A � 3'-0"x8'-0" - G - G G - - -- -- �-_ 4/A8:1 H-2 -- -- __ 305A 3 -0x8 --0 1 J4 G R G G -- -- 4 A8.1 H-2 --- -- / / _ / PROVIDE SEPARATE PRICING FOR THE. FOLLOWING: 306A '-0"x8'-1 " i3 " FL SC S AA CL 5 A8.1 H-1 -- - 3 O � / 2 AA. PROVIDE SEPARATE PRICINGFOR WORK AT E R E 0 0 K THIS AREA. -. HARDWARE GROUPS: ABBREVIATIONS: (SEE 5,48.2 FOR ELEVATIONS) iTHIRD FLOOR PLAN PART AL H-1: PASSAGE Project LATCHSET F75 GRADE 1 AA ANODIZED ALUMINUM SCHEDULE OF INTERIOR FINISHES WW1 1/8"-=1.-a" CL CLEAR PACTRUST BUTTS, SEAL, STOPS, HDW-3 EXIST EXISTINGSEQ TION 096800 - CARPET SUITE 300 H-2: PUSH PULL FL FLUSH 1. CARPET TILE TENANT IMPROI/EMENTi CPT-1: INTERFACE, CEREMONY, 9 T X 1 M CENTER PIVOT, PULLS G _ NTE ACE, EREMON , #127960AK00, 104 67 BEN 0, 25CM GLASS CR-LAURENCE "78LPBS" NOTE: INSTALL METHOD: ASHLAR R , ADJACENT BUTT GLAZED RELITE HD W-2 S STAIN SECTION 123600 - COUNTERTOPS� � � S 241 BUILDING SC SOLID CORE:WOOD - L..Di ,,..,.. 1. STONE COUNTERTOP . �� swsL�Ou � �� . EXIS� SL SLIDING ST 1. PENIAL CALACATTA STATUARY XTRA POLISHED PACTRUST HAS PRODUCT ON HOLD AT PENIAL PORTLAND, OREGON DOOR SCHEDULE COMMENTS: OO - R , ff DOOR SCHEDULE NOTES: SECTION 064000 ARCHITECTURAL WOODWORK - 1 1. EXISTING CORRIDOR DOOR . g1 2. NEW STILE AND RAIL WALNUT A. ALL DOORS CLOSURES TO BE CHECKED, ADJUSTED, 1. WOOD PANELING 400 ;TO DOOR, HDW-3WD 1: TERRAMAI, MODERN CLASSICS MC WALNUT 6" ENG, F/P, THICK X 6" WIDE X 11-7' ; _ C TYP AND/OR REPLACED TO BE IN COMPLIANCE WITH ADA. ! CPT--1- ---*_pEXISTING3. (PR) 3'W DOORS B. ALL DOORS, FRAMES AND HARDWARE. TO MATCH NEW RANDOM LENGTHS, STAIN/ COATING POLYURETHANE FINISH ,,- /.., ___, - - -- MANUFACTURED BY KLEIN, v ti y SUITE BUILDING STANDARDS. [ - - - - - _ AEN . 3'-1"f 2. WOOD VENEER 1;-4. 'Sf)41"t^'� WITH ADJ C T C. VERIFY DOOR HEIGHT DIMENSIONS. 115.''1 - - RECITES CLEAR ANODIZED WD 2. QUARTER SAWN WALNUT WITH CLEAR FINISH WOOD VENEER TO MATCH DOOR SKIN A .., .,: .4. •�, � m . W---- 410 �; ( FRAME. HARDWARE, HDW-2 1� t48' .. „ N IST CPT-•-t _ ,e, nnn0 3. WB-1: WOOD BASE: XS TO tutATCH WD--1, ONLY OCCURS AT WD-1 WALL LOCATIONS ; . '' `" -` BECEPTIO ' WB-2: WOOD BASE: "XS " WALNUT WOOD SASE TO MATCH WOOD DOORS AND CABINETS WITH STAIN a '' ROOM FINISH SCHEDULE C) 1.1 (- U CgNfERENCF . 14'X4 4, WOOD DOORS: WALNUT VENEER, QUARTER SAWN, STAIN TO MATCH PACTRUST PROVIDED SAMPLE. " Fri 0 1 D P-2 - _ - 302 I FLOOR BASE N. WALL E. WALL S. WALL W. WALL CEILING AE ' ROOM CEILING COORDINATE WITH MICHAEL MONNIER 0 � _ _ -- ' ROOM NAME MAT L MAT L MAT L MAT L MAT L MAT L FINISH `�1 _ 1 _ NO FINISH FINISH FINISH FINISH FINISH FINISH HT, MAT'L COMMENTS 5. HARDWARE STYLES gr-i •J 7_ , r7 7, r ', n' _, , 0 ,.....,_ � S LE MACKENZIE 2016 t '1M; --- r7./.r.cs. 1 l ►-r' 301 RECEPTION PT-1/CPT-1 WB-1,2 P-1/G-1 GB/P-1 P-2 WD-1/P-1B`-10'/91-Sji/91 'CB/SAT-1 HDW-1: CABINETRY HARDWARE: BERENSON, BRAVO ?06?-4BPN-P, UPTOWN APPEAL, © ALL RIGHTS RESERVED L t CD _ t J „ FINISH: BRUSHED STAINLESS, SIZE: 6 ~- - t \♦ 302 CONFERENCE CPT-1 WB-2 GB/P-1 MG/P-1 M-1/P-1 GB/P-1 8'-10" SAT-1p „ THESE DRAWINGS ARE THE PROPERTY - - HDW-2 PULLS AT SLIDING DOORS AND GLAZED DOORS: CR-LAURENCE 78LPBS MACKENZIE AND ARE NOT TO BE USED 1 CPT-1--- ra-T--1--'-�'-CPT-1 ` HALL , 303 _HALL CPT-1 WB-2 --- GB/P-1/140-2 P-2 GB/P-1 8'-10" SAT-1 +�o._ -- TYP 303 A-‘2 , - - HDW-3: WOOD DOOR HARDWARE, SCHLAGE, SPARTA PROFILE. BRUSHED OR REPRODUCED IN ANY MANNER, 'HALL0 304 TRAINING CPT--1 EXIST MG/P-1 P-1 P-2 P-1 EXIST SAT-1 1,2 WITHOUT PRIOR WRITTEN PERMISSION I ► ALUMINUM FINISH 307 - •.+1► . _ s s ' 305 CONFERENCE CPT-1 WB-2 P-1 P-i P-2 P-? EXIST SAT-1 0.4 , I 306 HALL CPT-1 WB-2 P-1 GB/P-1 P-2 P-1 '- SAT-1SECTION 099000 PAINTING AND COATING REVISIONS: t , » _ - - Itt 8 10 8 -0 I 1 ,_,// r - - - 3. INTERIOR PAINT z � 307 ,HALL CPT-1 _ WB-2 _ P i _ P 1 P-i _ P-1. EXIST EXIST- o t / / t P_ , i r _ """� EVI VISI I �, HALL , P P 1. MILLER PAINT, 0017 LONA MOON v1fi+ REVISIONS REVISION [}PITA (8) FULL 1 1 5- THIS CLOSING DATE 4 306 P 2. ACCENT PAINT TBD E 0t 4 SHEET C ERNE ma TILES . _ :---._ EDUCE OTES, t (305 t FINISH SCN N ABBREVIATIONS:CPT-1 EXIST C n :� __ 1 ' 4 - SECTION 09300 - TILE ., P 2 A. PATCH AND REPAIR ALL EXISTING. WALLS WHERE CPT CARPET _ �4 TRAINING G I. PORCELAIN TILE AFFECTED BY NEW WORK. PAINT NEW AND EXISTING EXIST EXISTING 304PT 1, UNITED TILE, CROSSVILLE SHADES, AV247 HAZE UPS, 12X24 L WALLS AT AREA" OF WORK. ONLY... . t 1 AL G GLAZING NEW FLOOR FINISH AND WOODBASE, W - PROVIDE 8 2 B. - CPT i N GB GYPSUM BOARD 2. GROUT EXIS T EXIST THROUGHOUT AREA O F WORK Q LY. NEW W 000 BASE GROUT-1 P LATICRETE, , MG MAGNETIC GLASS WRITABLE BOARD T 1 LA RE E, #60 DUSTY GREY, EPDXY t WHERE INDICATED BY ( ) PAINT ¢ FINISH SCHEDULE COMMENTS: SAT SUSPENDED ACOUSTICTILEE {r rOrow I. DISPLAYRAIL TO REMAIN. WB WOOD BASE SECTION 0884 00 GLAZINGING - 1. GLAZIN G G-1: LAMINATED GLASS WITH TH OPAQUE FI LM IN BETWEEN OPACITY TO BE CONFIRMED u) 2. EXISTING BASE ANDLOWER SHOE MOLD TO REMAIN. WD WOOD ' I - „ ;t- ¢ REMOVE TOP CROWN PIECE AT BASE AND FINISH iii,________,,,,,_,„=.41,,,,,,>_.. � EXPOSED TOP OF EDGE OF BASE TO REM AIN TO o MATCH EXISTING STAIN. SECTION 095123 _ ACOUSTICAL TILE CEILING , 1. SUSPENDED ACOUSTICAL TILE SAT-1: 2X2 ARMSTRONG, MESA HIGH CAC, GRID „ SUPRAFINE EXPOSED TEE, HEAVY DUTY SHEET TITLE: PARTIAL THIRD I- FLOOR PLAN SECTION p97�t9WALL COVERINGS FINISH PLAN,WC 1 TACKABLE,LE FABRIC WRAPPED PANELS AT RECEPTION SCHEDULES AND NOTES PARTIAL WAL 0 2 -10 A.F.F. CENTER ER DOORS ..�.�..�...�. .� IN OPENING i Co _ „ 1 _ _ OVERHANG,- 1 , „ IIIIII 3 DRAWN BY: HYH 1 1? CA TYPI L BASE 0 24 30 AF F KRT _ D CHECKED BY: MRT_ FINAL.4.= o t laii : DEPTHTB . �. 1 0 3 co -' : . El �[ w 3 1 ?1 , 0 12 1 in 1 11 10 0 FINISH PLAT V COORDINATE WITH PLANT VENDOR _ ---- t Ili r 1 SHEET: E, � -r W _ - ON SPECIES AND REQUIREMENTS 1 8 1 p _ i � A2.1ii8H=1'-.0" 0 { _ - . _.. . 3625125 . 33 METAL STUDS�/2 , 11,, r . . . . 1111 - I WB-2 EACH SIDE 'ti I 24" 0.o. J I a' . . '..d... i OF q ALIGN FAC E Lam. / ,�0 WALL/COLUMNT N WITH COLUMN BEYOND AT HALL 307 3 ENLARGEDJOB N0.CONFERENCE DOOR 4 PLANTER .SURROUND. I - A ..1 216001405 _ _ METAL ELEVATED DECK 111=11-0" ' V, 42.1 1 4 1 0 A2.1 ¢ t J PERMIT SET: 03/16/17 21$041405 4_ORAWtN6S\ARCHtTETURAl\P RMi.T.S T\43 A2.i.QwG AJS 03/17/17 14:42. 1:86.00' FLOOR OR ROOF STRUCTURE �� POP RIVET RUNNER TO 7/8" WALL ANGLE AT 2 / / BERC 2 �, i 8 MAX. ADJACENT WALLS, FASTEN CLOSURE ANGLE WITH #6 �''� CLIP / - -_ --_ L.7i ... 7-:_____-, SCREWS DIRECTLY TO WALL FRAMING OR PROVIDE STRUT /' •/ LIMITING WALL HEIGHT TABLE STABILIZER BAR BETWEEN ALL MEMBERS AT PERIMETER ,,•^ ATTACH STUD TRACK INTERIOR NON STRUCTURAL COMPOSITE WALLS L/240 0 5psf L-,-------- --1-2-1L-- ADDITIONAL #12 WIRE SUPPORT AT ALL MEMBERS ,,,, ,� » 1 / THROUGH GRID TO SPACING MAX. WALL. HEIGHT WITHIN 8 OF PERIMETER -' �o BRACE ABOVE DE! 0N ATI , -LATERAL BRACING WITH APPROVED VERTICAL `. » p :_' r » ` \ SUSPENDED CLG ♦ f COMPRESSION STRUT AT ]2 -0 OC EA WAYOF PLUMB \ \ \ 18 16 14 4 Architecture Interior_ I ,0 362S162-33 16 16'-5" Planning a Engineerin=;- ,�45, "ATTACHED - - ` ry WALL" 43 __ EIMMINIE 3625162 43 16 18'-o" . . Q METAL STUD BRACING 600S162-33 16" 2 00 \ CUT TILE FOR TIGHT ( I r, > FIT AT WALLS I TO FLOOR STRUCTURE AT 8 -0 0 ' } C EDGE AT WALL. NTS i t OC W 2 8 SHEET METAL II+�€I�EIC}R NON STRUCTURAL, COMPOSITE WALLS L 360 5 sf �, CASING BEAD / O # WtTN CERAMIC TILE FACING / P Portland,c: NOTE. FOR UNATTACHED WALLS PROVIDE A 1/2 SCREWS AT EACH ENO, STUD SIZING , .....r •� TO 3/4" GAP BETWEEN EDGE OF ANGLE AND CLIP USG 200--A , S03.224.9a PER SPAN TABLE. BRACING TO BE -- DO NOT SCREW BERC 2 CLIP 70 TRACK I DESIGNATION SPACING . MAX. WALL HEI("aHT ' Vancouver,V. SOUND ATTENUATION I PROVIDED WHERE DISTANCE BETWEENr N \\I » 360.695.7% t� AT ALL NEW WALLS, 7YP, i f PERPENDICULAR INTERSECTING WALLS 3625125-18 16" 12'-4" ''1-..�..- TABLE MAX. LENGTH ! r " Seattle,t�-. �..,_; CROSS RUNNERS FIT BETWEEN MAIN RUNNERS » 1/2 DIA CONDUIT (EMT) 5'-10" OR HORIZONTAL BRACING BETWEEN 362S125-33 16" 14--3 206,749.9 A. MAIN " / ,. WALLS EXCEEDS 8'-O" OC � RUNNERS AT 4 -0 OC 3/4" DIA- CONDUIT (EMT) 7 -8 ; • ,,,...• ; .. _ www,mcknze,cc. SUPPORT WITH #12 WIRE AT 4'-O" OC OR 6 -0 MAX » �, 1" DIA CONDUIT (EMT) 9'--9" `.' METAL:STUDS SEE WALL HEIGHT WITH #10 WIRE AT 5'-0" OC EA WAY G ] -3 MTLr_ „ GYP BD EA SIDE SGL 625125 3 STUD 12 0 ti TABLE FOR GAUGE AND SPACING MACKENZIE LATERALLY BRACE MAIN RUNNER TO (1-5/8"x2OGA) 06314N DRIVEN I CUENT FOCI A. SEALANT " r „ , . ti .' WALL TABLES ARE BASED ON WALLS SHEATHED BOTH SIDES FULL HEIGHT WITH I NOTE: STRUCTURE AT 12'-0" OC EA WAY. : BACK TO BACK 1625125-33 15'-0" , EA SIDE AGAINST TRACK " ALL GRID MEMBERS AND '_ » OF p 1/2 GYPSUM_ BOARD ATTACHED WITH #6 SCREWS MIN. AT 12''-0" O,C. MAX. Client BEGIN BRACING WITHIN 6 0 MTL STUDS (1-5/8"x2OGA 1/2" : ; NO SEALANT AT SIM COND CONNECTION DEVICES TO BE OF AN PERIMETER AND 2" FROM CROSS MEMBER SGL 250S125--33 MTL STUD '- " MAX�,, r w ]3 6 �.- APPROVED TYPE AND HAVE A 180 IN AREAS GREATERTHAN 1 000 SF -- [ — _ .L .# (2 1/2 x20GA) BOTTOM TRACK TO .FINISH„ I-- CAPACITY ALL LATERAL BRACING BACK TO BACK 250S125-33 15 -O CONCRETE SLAB FLOOR W/ POWDER DRIVEN STRUCTURE. TRAPEZE DUCT WORK E-- WIRES TO HAVE A 200# CAPACITY. MTL STUDS 2--1 2 x2OGA ANCHORS AT 4'-0" OC AND OTHER LARGE OBSTRUCTIONS ( / ) x w w w zx , (i\ SUSPENDED CEILING BRACING I 2 l 3 WALL ." NOTE: PROVIDE SEISMIC SEPARATION JOINTS IN CEILINGS GREATER ca A$.1 NTS AT FLOOR AND SUSPENDED CEILING 3"=1'-O" THAN 2 500 SF. PROVIDE HEAVY DUTY GRID SYSTEM. A$.iQ A$.1 TOP OF WALL TO STRUCTURE PAdTRUS I 1 362 S 25-4 3 STUD I # R tY ASSOci L BRACING TO UNDERSIDE , 4' l OF EXISTING FLOOR/ \., Mil, . _ \ f l ROOF 0 6 -0 oc \ + ALTERNATING W/ (2) #8 SOUND ATTENUATION BATT I - •; : �. A TEN ♦ SMS A7 EA END aillb AS OCCURS SOUND ATTENUATION BATT -- r \ \ : ?Nit . _. • AS OCCURS ♦ WALL BEYOND GYP BD WALL AS OCCURS - CAULK EDGE _ .,,,.r \ 362S125-18 0 16" oc _ \ TEMPERED GLAZING PER ,••- -� . 45" SPECIFICATION �, A45. . 1/2" TEMPERED GLASS LIGHT Ali . AS OCCURS BUTT GLAZED SIDE Project ., �. PACTRUaT DOUBLE STUD AT JAMB, TYP �: I --- - ! : BRUSHED ALUMINUM `'-�- ' "' / ,, SAT CEILING PER PLANS CHANNEL SUITE 300 t FULL GLASS DOOR ;t RESILIENT SPACER TENANT' !Ml' t1/ M . » TIMELY FRAME; B CEILINGk. 8/CEILING 4 ATTACHMENT 1/2 TEMP GLASS l 4 1— w MATCH BLDG STD 8-10 AFF r: ;; "8-10" AFF AT RECEPTION SIDE LIGHT AS OCCURS - � •s Q y, to AT HALL SIDE FLOOR FINISH 241 BUILDING ; ' 6 1:53x0 SW SIA I~` GYP"Ba x . •,- : . ,. ,. ., • .•. •- rzi.. �- 1. PC}RTLAND,OREGON a WOOD BASE, WB-2 `� OGLAZING CHANNEL •: 4: Will B/GYP BD o . ,� AFF — A TEMPERED GLAZING PER _ # ••., +TMSPECIFICATION _. 11 ca WALL BEYOND cn * ., =I OWNER PROVIDED HEXAGON cr . I FLOOR SYSTEM ,,..., ARTWORKINFRONTOFix /r G-1 AT RECEPTION ONLY E•-- #. , :fel 4 GLAZED DOOR a5 "TIP INTERIOR DOOR s BUTT GLAZING HEAD CONDITION > 7 RELITE SILL DETAIL AT FLOOR m .. ;3't� 3"=l'-O" a HEAD SIMILAR 3"=1'-0" 1 1 2"=1,-0» Ir 1 1 2"=1'-O" A$.1 o A8.1 4 A8. / A81 / 1 1/2" TRACK BLOCKING W/ FLANGES. „low MACKENZIE 2016 WALL TO UNDERSIDE OF SIZE & GAGE TO MATCH METAL STUD ALL RIGHTS RESERVED ‘ I STRUCTURE CEILING JOISTS. LOCATE IN EVERY THESE DRAWINGS ARE THE PROPELS 6TH SPACE FOR STUDS ® 16" oc Sc 'NW MACKENZIE AND ARE NOT TO BE t, OR REPRODUCED IN ANY MANNE6.. 0 EACH' END OF WALL. WITHOUT PRIOR WRITTEN PERMIS�.: 6" METAL STUDS . STUD TO STRUCTURE ' 0 16" oc NOTE: CEILING JOIST MA)( SPANS 1' . �,/ REVISIONS:: 7- CEILING LEO STRIP/COVE, LF-5 � 600S13 33 METAL STUD- � - w 16" , » o MAXSPAN17-6 Id RDASIONS REVISION DELTA - � � � � JOIST 0 oc MAX , 350S162-33N� BRACE _ T ABOVE ,.i THIS CLOSING DATE STRUCTURE BO U- HANN L AT MIDSPANEta �. W/ 2001.150-54 C E IDS TSTRUCTURE TO0 cs:a J` 34011P625125-30 METAL STUD \ I 362S125-18 METAL STUD CEILING JOIST 8-0SHEET ' oc \ BRACING TO ROOF 0 16" oc MAX SPAN 7`-9" /I 4' 1 i + F B AC _''� STRUCTURE AT EA STUD q0 BRACE - � 4a� 362S137-33 METAL STUD CEILING JOIST I + / ALTERNATING 10 M AT. 16"0 MAXSPAN10-- (3) SMS I oc MA 8 Itio.040. + .� i t EACH• AC BRACE . C G OCCUR €€ ... L AS S I �� METAL STUD CEILING JOIST ar I `�' E AL T A t i S SEELG PLN SEE MAX SPAN NOTE ABOVE. 4 AL t R ti .� r f i SEE — 000•0010. II io ',°:fr-- CEILING PLAN - --- _ U CHANNEL i.1 l S . B GYP BD CEILING -11&,..// N CLG A• OCCURSAR FF _ €€ AS RED'D ♦ » SEE C G PLAN CEILING PLAN 1 9 3/i AFF SHEET TITLE; NEW SUSPENDED EE LA ACOUSTIC TILE CEILING T ( DETAILS S PLAN 8 CEILING ♦ • EXISTI �- NG ..� GYPSUM ARD G SUM BO 81-10":AFF � SUSPENDED " ] 2 GYPSUM BOARD I / 5/8 GYPSUM BOARD OVER S 10 SSAS ACOUSTICAL M SHOWN, 50S162-33 METAL ST 3 A STUD; TILE CEILING SEE SPECS SN PER SPACING WALLSTUD I 96 GYP BD SEE M STUD R REFLECTED CEILING (2) #10 SMS EA � E E ED CELNG I B YP G BD PLANS FOR HEIGHTS 7"ii, �, � L O EIG _ cn 8 0 AFF �' z . AFF- L _ . X Ix v DRAWN 8Y: NYH cv i I— ca s SOFFIT CEILING TRANSITION -to CEILINGJOIST FRAMING OILING TRANSITION 3/4"=1'-O" _ - ETA STD MI PAN SUPPORT 1 1/2"=1'-0" r,-.. CHECKED BY: MRT 1 1/2 1 0 z METAL STUDS WITH DS SU OR AND BLOCKING NO SCALE z A8.1o A$,�t .�, A$.1A8.1 ..i • SHEET: .. JOB NO. . , 2160014.0E, - 1 PERMIT' SET: 03/16/17 s. �, 218001405 4�}RAWINGS\ARCHITECTURAL\PERMIT SET\05-A8.t.0WG HYH 03/17/17:15:04 1