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10220 SW GREENBURG ROAD STE 600-1 ,r F, G w Q 'a (L m � ® C (n N V ® C fill � W ti CO FARMERS INSURANCE GROUP m V 0 C U Co QD > M G SC ` TENANT IMPROVEMENT ® C 2 Q 0 • W M0 C Cd �atm a C� W _ a W i ap N 10220 BIN GREENBURG RD � _ � � r- ` 6 > .. t— cc 00 PORTLAND, OREGON s H O R i s T 6 1 N 57'_2" WITH 1/3 DIAGOtIAL=52'•-5" Project FARMERS INS AN CE GMUP SURE ew INDEX OF DRAWINGS �. ' '� „u� t syr ►rvr T1.I TITLE SHEET, KEY PLAN AND NOTES .y.. t�y�?��p r� 'S�'k '�1�'"^r�} • �,iµ� .�' ' •3 rrk � K' r �ME�� I r{. P'•tom �N+�." I C A2.1 PARTIAL SIXTH FLOOR DEMO PLAN a� �, ,;� • � ,�- � „ , � , �• j LNCq�1 A2.2 PARTIAL SIXTH FLOOR PLAN AND NOTES �I' ' t,� k '' � Y VIM Still >� FO ` :.;,i��?ri Y •7' 7 Q �, POMLAM, 01 A2.3 FINISH PLAN, SCHEDULE OF INTERIOR FINISHES, ROOM FINISH SCHEDULE AND NOTES A6.1 REFLECTED CEILING PLAN AND NOTES A8.1 DETAILS AND ELEVATIONS `�• r '''ti � u N A8.2 ELEVATIONS AND DOOR SCHEDULE " a SCOPE OF WORK 't RR a °R P r, THE SCOPE OF WORK FOR THE PROJECT INCLUDES INTERIOR TENANT IMPROVEMENTS FOR AN APPROXIMATELY 7,924 SQUARE FOOT TENANT ON THE SIXTH OF SIX FLOORS. a, , ' � '` '•' PORTIaN , OREGON + r' WORK TO INCLUDE DEMOLITION, NEW WALLS, NEW DOORS AND NEW CABINETRY. TENANT APPROVAL � � . � OF �� h . © GROUP MACKE�IZIE 2008 DESIGN/CODE DATA _ --- � ' � ALL RIGHTS F'ESERVEU _ / � .,� DISTANCE BETWEEN THESE DRAWINGS ARE TIE PROPERTY OF EXITS= - GROUP MACKENZIE AND ARE NOT TO BE GOVERNING CODE: 2007 JSSC ° 88'-•0" USED OR REPRODUCED N ANY MANNER, i WITHOUT PRIOR WRITTEN PERMISSION OCCUPANCY: B REVISIONS: �— CONSTRUCTION TYPE: TYPE I-B TENANT AREA (APPROX): APPROX. 7,924 S.F. = OF TIGARD o Approved 1�' r, REkISIONS REVISION DELTA OCCUPANCY LOAD: 80 Conditionally AF ` ••••••»•••-•• j >Wo SHEET THIS CLOSING DATE 2 REQUIRED EXITS, 3 EXITS PROVIDED \ See Letter to:Follow.................. _ �C.. .... � ALL EXITS ARE EXISTING AND HAVE APPROPRIATEAtlodI"- EXIT SIGNAGE perm{},�1 _ �i � BUILDING IS FULLY SPRINKLED AND HAS NFPA SMOKE DETECTION THROUGHOUT AddIffitNE WITH ON SITE EMERGENCY GENERATOR FOR FIRE, LIFE/SAFETY BACKUP POWER '4 B —i- PATH OF TRAVEL DEFERRED SUBMITTAL =4 _ =2" ��..�. OSSC SECTION 106.3.4.2 (by separate permit) --- FIRE SPRINKLER. NOTE: DESIGN BUILDERS FOR M.E.P. AND FP. ARE FULLY Jdo lire Sprinkl1w DEFERRED ALARM RESPONSIBLE FOR THE DESIGN OF THESE SYSTEMS/COMPONENTS. Aim .1.� SHEET TITLE: MECHANICAL THESE SYSTEMS/COMPONENTS SHOWN ON DOCUMENTS ARE SCHEMATIC Pin Film Almn ELECTRICAL ONLY: THEY ARE NOT INTENDED TO REPRESENT FINAL/CODE Mumbint �,. TME WEET*„ PLUMBING COMPLIANT DESIGN. PROVIDE DESIGN DOCUMENT SUBMITTAL TO r Ji.0 KEY PLAN ARCHITECT OF RECORD FOR REVIEW PRIOR TO SUBMITTAL Truss Englim,hig AM NOTES fhupD�.winp �.. 1G�.77 thhat �„� ADAIMPROVEMENTS --- — O•T-C VALUATION OF WORK = $19,500 7y" 25X VALUATION FOR UPGRADE _ $4,875 ^i ADA UPGRADE = REMOVAL OF ALL BARRIERS, UPGRADED MISC. ilesNd�� --- HARDWARE AND NEW ADA COMPLIANT CABINETRY E DRAWN BY: ICJS AeoeMiMtiy► CHECKED BY: SBH, PPA KEY PLAN SHEET: of L T.1 SIXTH FLOOR NTS OFFIrE COPY TRUE PLAN NORTH NORTH Tivi JOB NO. 2070951.05 PERMIT SETS 4/01/08 207095103\ARCH\05-TA DW0 KJS 04/01/08 10:58 1:08.00 •F I l l i f l l r r r r t ITTIllp- (r r 131 I I I (Jill14IT r 5 �7 I I I IIS II181 IIS III III I I III I� � �I � 11111 IIS IIS I III I� � IIII y - I + 9I 10l I 11I M""lu wAlp cowAwr N0, 36 Co- ?OWN U;A too)241 03M sE; sz — z tz z 9z fiz sz zz tz z 81r et Et zt t t t �6a t, 95 is s z tW�24X1]0 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIII I IIIIIIII IIIIIIIII IIIIIIIII III IIIIIIII 4 ,k -i ,ip r,+ •i. `fyY ;Fti4, r, 1u'+ C O t C cl) cl)C IL V � 00 « per 00! 00C Q c J Q b A n GII r~ it C C5 C O {{ {{ C V > co , I f C �C WO 1 f p � 1D OL 0 04 ` 010 we cm t........:r. +T�} _...i # ' ?j +' ,•;� cc D s L. C - yy � +T -Jl V 0) F- J d-�: - iY 10 C� +60 { - FA +� • t j( rr . ..............- ... ► f I 1...• 1( _ } +60 t •�w� :1', t { �y, :j' f N O R t 8i T t 1 N r + 0 i ( ' ��' r- iii •+- i........ , r................. .......... - ....... ..... . Iw FAi N SURANCE : ATE OW L............................_ .... ....... :........ r 7ENANr ---- r.........{ : :::....:: ..........:: ::...._....::` NIIPRO�VEA�V' :.........:: 2 UNDOW { t ! PORTLAND, OFEOON Ais ..� i ............."l - r 'i~ +60 ........ M-3 POMIAND OREGON Cir• � f{ � � ` •,, .: ::... OF S ......_..---•................... .... •j. GROUP MACKENZIE 2008 dd - ALL RIGHTS F•ESERVED THESE DRAWINGS ARE THE PROPERTY Of GROUP MACKENZIE AND ARE NOT TO BE • USED OR REPRODUCED N ANY MANNER, r WITHOUT PRIOR WRITTEN PERMISSION : REVISIONS: } 9< REVISIONS REVISION DELTA THIS CLOSING DATE SHEET t 3 ` l ---- ------- --• { , r Drq _ { SHEET TITLE: PARTIAL { M"m FLOOR DEW PLAN PARTIAL SIXTH FLOOR DEMO PLAN DRAWN BY: F:JS LEGEND_ CHECKED BY: SBH, PPA === ===== EXISTING CONSTRUCTION TO BE DEMOLISHED SHEET: I p f 7 i EXISTING WALL TO REMAIN A2ml JOB NO. 2070=.05 MMT MT' 4/010 s 2070661045\ARCM\05—A2.1.0= KJ! 04/0108 10:06 I:W00 .. t . • ...�. . ,;. �.�:.a�.:-, :,,�•:,�.:. .�,......._... :, . t rir� � r1r({ljfr('r r rjr pjT Till T,..-.._ •, : "" r 1�=i i 1i1r Irii I i11{lfill-Flit-11- {i{ Jill1111111111 t t rlTVA {41.{�'i� 21 I ► 3 8 A • No.30 N �► f,n -rf 'ern'': r 1Ole g •' •} I 6 IIA • a� f � � � � r � ..r,r s.+..a.. .avq.a�c2...., •. f ser.,m W. •� '.,.� � � � •M �wf s:ar u,qe,...,..n •.�.a•erw...,�:.wMwwr..u,-....x. ., :,� ..c.. ._ •..,u.,:uSy�,.;.A..-,...rwrr...<-,_..,_,C.-....ar::+w,arn•_.r Y �:<<, fie' ..terms nr�•. x -+ _ •p..+• � •a^ -. � -. �- - - .. ,. . ......�..w,.a.,.w....u+.-..,.:-.,...n.�...+w�..sa•-:�.ca..�r.rw�.sr..r..ra. ..�.....r..'..w.s�:...an,<r,..-•....•,..irw+..........�. .,..w.s.r. .,s.-r...,�,,.Urw.�.•. -... :._ • ...... � _ ...-:., _ ,.;�, ., .. -.,_� :. ., .. zr�.z.....,.•....rWew- trer:!x r..•o..:..,4 •.aafrts..wn,.,�+ar.,...rw- ».s. �It<.+.l..r,.•.w..-.r.rw�l.w.ro.. .c-,.-••...,+r..,rw.r.ew..:ar..�.s. r<.f,«:..�.,,...r�w+swAeer••�..v,...+*wis-_' .ter s..,A..w�,.-...rw....v... . :A :I nl t1Y ar• 4 Y• Jf; M C / A 24'-0"f 12'-0" 12'-0" 16'-10wt 0 .0 C -- < .Elea qp J � m oti a 2 3 2 2 am um C R "NCE I 608 609 610 r e � 607 °�° n r- O > CO 07 ® st � COO 40 0 b 606 1 C ` v A di s` 1 u1) CONFER CE 4 �D V ii0 1 d e t 6 303 '-0" 5 1 A8.2 3'-0" E R N Q>�� 605 603 604 OFfICE11 60 � 602 6011 59— • NOR t STa IN 6 2 "GOIC 9 19'-5"f - - - - - - 21'-10"f e j- REC PT ON 5 0-10 il 601 1 Project WSMOME FAQ � P--006 GR" 7 N SUTE 600 'TENANT BREAK 8 613 W UW0VBA fr 8 1 g' ELM RD A8.1FW1 LAM, MOM 6 LEGEND - - - -0" EXISTING WALL. T4 REMAIN 20'-8" 614A 612 WOR M of "� 3041 NEW WALL TO UNDERSIDE OF GRID, SEE 3/A8.1 614 w P• 1 � i NEW DEMISING WALL TO STRUCTURE, SEE 11/A8.1 y • OREWN • NEW 1 HOUR RATED WALL, SEE 2/A8.1 L 612A 1 �Y NEW BASE FEED Eff OF %6 NEW DEDICATED OUTLET GROUP MAG:ENZIE 2008 e EXISTING OUTLET AND TELEPHONE/DATA ALL RIGHTS RESERVED (" THESE DRAWINGS ARE THE PROPERTY OF �e NEW OUTLET AND TELEPHONE/DATA CROUP MACKENZIE AND ARE NOT N BE USED OR REPRODUCED IN ANY MANNER, x/1111 WITHOUT PRIOR WRITTEN PERMISSION FA V EXISTING FIRE ALARM OR FIRE PULL REVISIONS: © EXISTING THERMOSTAT 6 TING LIGHT SWITCH 74 REVITHIS ET REVISION DELTA EXIS 1��'-8"t $ SHEET CLOSING DATE x INTERIOR ELEVATION FOR REFERENCE +60 T NUDE stsy EXI i REQUIRED EXITOmc _ N NEW DEDICATED NEMA 5-20R OUTLET NEW NEMA 5-30R TWIST LOCK AL SHEET TITLE: PAR'T1AL /'�► PARTIAL SIXTH FLOOR PLAN - Sm-m FLOOR A2-211/8"=1'-0" PLAN AND MOTES KEYNOTES GENERAL NOTES 1. ALIGN NEW WALL WITH EXISTING WALT_ A. DIMENSIONS REFLECT FACE OF FINISH TO FACE OF FINISH, UNLESS NOTED OTHERWISE. WALL THICKNESS ARE NOMINAL, UNLESS NOTED OTHERWISE. 2. CENTER NEW WALL WITH EXISTING MULLION, SEE DETAIL 5/A8.1 B• 3. CENTER NEW WALL WITH CENTER OF EXISTING COLUMN C. ALL INTERIOR WALLS TO GO TO UNDERSIDE OF GRID UNLESS NOTED OTHERWISE. -� 4. NEW WALL AT GLAZING, SEE DETAIL 4/A8.1 D. ALL INTERIOR DOORS TO BE SOLID CORE FLUSH WOOD DOORS TO MATCH BUILDING DRAWN BY: KJS 5. NEW RECEPTION WINDOW, SEE DETAILS 1,2/A8.2 STANDARD UNLESS NOTED OTHERWISE. 6. NEW COAT ROD AND SHELF. E. OUTLETS INDICATED ARE EXISTING UNLESS NOTED OTHERWISE. SITE VERIFICATION CHECKED BY: _ SBH. PPA HAS BEEN PERFORMED AND PLAN, ELECTRICAL AND CEILING INFORMATION HAS BEEN --� 7. NEW UPPER AND LOWER CABINETRY, SEE DETAIL 8,9,10/A8.1 of 7 ' 1S LIMITED TO VISIBLE ACCESSIBLE AREAS). CONTRACTOR SHEET: 8. PROVIDE AND INSTALL NEW ADA COMPLIANT SINK AND PLUMBING. UPDATED (OBSERVATION / 9. PROVIDE AND INSTALL NEW 4' X 8' PLYWOOD PHONE BOARD. TO FIELD VERIFY AND CONFIRM ADDITIONAL REQUIREMENTS WITH TENANT. 10. TAPE AND PREP GYP BOARD TO RECEIVE NEW PAINT. CONFIRM FINAL BASE FEED LOCATIONS WITH TENANT'S FURNITURE CONSULTANT. 11. ALIGN NEW WALL WITH EDGE OF EXISTING COLUMN. F. LOWER VOC PAINT SYSTEMS TO BE UTILIZED, TO INCLUDE PRIMERS AS WELL AS A2m2 FINISH PRODUCTS. G. ALL DIMENSIONS SHOWN AS PLUS/MINUS (t) ARE FOR GENERAL LAYOUT AND REFERENCE ONLY. JOB NO. H. PROVIDE INSULATION AT ALL NEW WALLS. 2070M.05 r PE%Arr M' 4/(M/�toa\ \cb–".:.eao K,Ia t►tpt/0N ttt" 1tN01 rt��I -. .. -vim.-.. .. .. ...,�. 72 - � �T i l 1 1 1 f�! l i I•f �jT M ��� i l i i T^1 V I I I III III I(l 1 1 j�l^) T�I T" I I .0 1 1 ITT 1 1 1 1 1 1 1 1 s I 1 a ISO 10 I 11 1.12 n 1 I tt No.36 411w M �r t 8 8 L 9 i► 8 L t� 0 • 11L�111llll1111L1ll111 llllllu • w' ) r.,•1.�' ' � 9�..'x' .♦,ryp+f•Ar...__ .e u.•r•C'.r. . ...a.psVN:,e:T u^.I1S.�+•16•!7 +.1'GrwlrY+.MY. .iw .N' ' - _ 1^Mc . r.., :9t .,. •.I.MAY.n''L. ' .url4.+at"i►..+rlo.rY s+....YwY..�J•M.�. 'rS.A' -.. .... ..... im i.... I ' ' �/ � ..r r. y1fgV•T 1�'AiY"$ilm ��.bVTil� .. .. r .... " ..LRxl .. .. ..-..r, -' t .. .. .. .Wr .. � g. .-. ..a rraq.-ur...gau-..... -.rcly rt .c..w+.r.o --+u. ..�.•w..�s.+...lwe r....wer. '..,.r*r..•.w/r•.+wlm.ril�.lw+.oar...sw...w+ua..w..'.11.+sM11rr,VslEw...wwr..a•r..:..erree q! ck i.w...^i.. •A'IW..nY:YY... wlwcY.Y+r....._ +riY..nn.v...rT.w.aY�+}M•rY .:+."YilG.ri-wn'Ir'�i.'.^1i�.�Yni1•ila.�lY w'.wC+..•.rw-:..AI.r'AVR'.:...�•d1lMM." -'TLdt:ri:+....0 N'I�C.r'.Ftp: r '. .. I ani.{ 'Ar: �9 r. `1 i. a Q3 a Al ; A t� � • 00 w 0 �!► N V O C QCJ 4 � 0 � \ 0 IA O co C CE om P-5 P-5 P-5 c c m 607 608 609 610 as a' t SCHEDULE OF INTERIOR FINISHES = W 0 < 0 P-5 ip GPT-1: SHAW, CONSTALLATION #59326 24~ TILE, 26910 ASTEROID r Ix a o 0 0 606 � 41 1 � P-Z VCT-1: ARMSTRONG, EXCELON IMPERIAL TEXTURE, 51911 CLASSIC WHITE $V 0 / I PL-1: NEVAMAR, ES-7-1T, WHITE ESSENCE, LOBBY COUNTERTOP i CON 611 NCE ----- PL-2: WILSONART, 091-60, SLATE GRAY, VERTICAL SURFACE AT BREAK ROOM P_6 PL-3: NEVAMAR, TQ-6-1T, GRAY TRANQUILITY, COUNTERTOP AND BACKSPLASH AT BREAK ROOM CABINETRY 605 604 603 602 P-1: SHERWIN WILLIAMS, SW 1017, GARBO SILVER, ALL WALLS UNLESS NOTES OTHERWISE s M o R ff s T K i N P-5 P-2: SHERWIN WILLIAMS, SW 1251, LOST ATLANTIS -- - -. - - P-2 P-3: SHERWIN WILLIAMS, SW 1003, FIRST STAR R 601 r---- P-4: SHERWIN WILLIAMS, SW 1008, CINDER BLOCK Project NSURAICE F P-5: SHERWIN WILLIAMS, SW 0054, TWILIGHT GRAY RB-1: MERCER, 103 RUBBERLYTE, 4" COVE AT VCT LOCATIONS Tin a 4" STRAIGHT AT CARPET LOCATIONSBREAK RM- 613 ' *ALL PAINT TO BE EGGSHELL FINISH 2 UNOOLN �0 8Ml Of E19 FD } ; 'OI ILAW, OPEOW ROOM FINISH SCHEDULE --� OOM FLOUR BASE N. WALL E. WALL S. WALL W. WALL CEILING CEILING NO ROOM NAME MAT'L MAT'L MAT'L MAT'L MAT'L MAT'L HT FINISH A FINISH FINISH FINISH FINISH FINISH FINISH MAT'L COMMENTS '! P-2 612 M 801 RECEPTION CPT-1 RB G8 -1 GB -2 GB -1 GB P-1 EXIST EXIST p� 614 602 OPEN OFFICE CPT-1 RB GB -1 GB -1 GB -2 GB --2 EXIST EXIST 0-9 9 03 VCT-1 RB GB -1 GB -1 P-1 GB -1 EXIST EXIST '"'3 6 TEL ATA * , � 0 604 WORKROOM VCT-1 RB GB -1 GB -1 P-1 GB -1 EXIST EXIST �� 605 OFFICE CPT--1 RB P-1 P-1 P-5 P-1 EXIST EXIST 606 OPEN OFFICE GPT-1 RB P-1 GB -1 GB P-1 EXIST EXIST 607 CONFERENCE CPT-1 RB P-1 GB -f GB -5 GB -1 EXIST EXIT SOF 608 OFFICE CPT-1 RBP-1 GB -5 P-1 GB/P-1 EXIST ENST 609 OFFICE CPT-1 _RB P-1 GB/P-5 GB/P-1 _ GO/P-1 EXISTX c © GRM08 ALI RIGHTS FESERVED610 OFFICE CPT-1 RB P-1 -1 GB -1 G8215-5 EXIST 61 CONFERENCE CPT-1 RB P-1 P--1 GB -5 GB/P-1 EXIST EXIST THESE DRAWINGS ARE THE PROPERTY OF 612 N OFFICE CPT-1 RB GB -1 P-1 GB -1 GB -2 EXIST ;XIST CROUP MACKENZIE AND ARE NOT TO BE USED OR REPRODUCED N ANY MANNER, 613 BREAK VCT-1 RB GB -1 GB -1 GB -1 P-1 EXIST EXIST WITHOUT PRIOR WRITTEN PERMISSION 614 WORK ROOM VCT-1 —w6---GB -1 GO __EnST -1 P-1 P-1 EXIST �— 615 OFFICE CPT-1 RB G8 -1 P-1 P-1 GB/P-1. EXIST EMST REVISIONS: FINISH SCHEDULE NOTES: ABBREVIATIONS: �< REVISIONS REVISION DELTA A. PATCH AND REPAIR ALL EXISTING WALLS WHERE CPT CARPET a S EET CLOSING DATE AFFECTED BY NEW WORK. PAINT NEW AND EXISTING EXIST EXISTING WALLS. GB GYPSUM BOARD B. PROVIDE NEW PAINT, RUBBER BASE, AND FLOOR FINISH P PAINT _ THROUGHOUT. RB RUBBER BASE P-1 VCT VINYL COMPOSITION TILE --�---�---� Omg 615 ---+---�--- SHEET TITLE:A r LLNr Sa "LE (T- /� FINISH PLAN � - FNB-ES�, Fi00M FNW 80HEDUL.E AND NOTE13 DRAWN BY: KJS CHECKED BY: SBH, PPA SHEET: T o 7 A203 JOB NO. 207001.05 PMIT u%7-. 4/01/08 20?M105\AWV\09—A2.J.DNO KJ9 04/ti/00e 1005 1:11111-00 RMO Ill 1,10 d 1 �I�IIIr1(T�I '11 i 1TT�Tpf T�? TI1rl (ll 1r T�1 jT 17 1 r+. TIgT 111 1'. 1T(IIIIIII I�IIT11�1�T11�1 1�111���(�ijT�I T�IjIIIII�I�Trr jilTTr1r�rlT�� f 1 '' I II 3 I 4 I ' I T II II 8 II 91 II 1110 II 11 II 12 cr2t.uu 9 Ig t 8 B 915 L tW, . willWJ�1 �llllllllllilllllillll ll�lJl ll�llll r r „f' I J , :• �� .J. ..,...Y.ir �"7WIdAYb 1Y4Y1.+rOb .:. , M. t ,•Ah i ajy.. ,....r. rM... .. ..,.Yw...-. .L d f. 'R ' �. _ _ .. ' '. JY,. -" .. .r.r.. ... _ �.. ....,aY .w,,.a.N.w�M`.wbillr.r,rL'iF.�S"t\ r.ay/j,�,t•_T«..a riY4r b . .ww.....,. _...,,.r,. ..,... .:.:....._:._.:_--•.r..•.•9.-....•L..:-wn...e.,,�-.n.:u:_ Yrrwr.,... wrr,�rwr mea.....r...,..mgr•-...N,•..,unK..xr.awa-,+I�Mr,r..r.......sr-ss..x,.+c......w1Y�see.lMwreefr www::+wa neraM++k,.vr. ,n, ..n ,.„,r •+Wt nn.R...,w...s...fY,a,.►...r•...f..r. «.sr.,.-uaa�w••,w...,.:nw.se+.111awMrMYlv.�s•m�^• +Aft:.,...^.1�.-+wf,.eC••..,,. ..►a�x�Jt Jtiswtn r+..►�wrr,..a..:ww,.wl.rw+**s!k^!11"..ir..9,W' --- - w,.-++11i1b . .. •••. rrn^_senr+lbllMtilr +vr+M.rti.^.•yr-•+..?lR+ .M,+SY�+/',. . ..-y:�la... �..-.-_�. _—_ fl ,h •4, Y, f St 1 O C7 O CD t FLOOR OR ROOF STRUCTURE A7 WALLS INDICATED ONE HOUR RATED ON PLANS _ FIRE SAFING AT RATED a CO cc ; oo POP RIVET RUNNER 70 7/8" WALL ANGLE A7 2 BERC 2 B" MAX. PROTIDE UL DESIGN /U465 INCLUDING: WALLS BETWECN FLUTES, c c ; o m ADJACENT WALLS, FASTEN CLOSURE ANGLE WITH ,/6 CLIP NO FIRE SAFING REQUIRED o m m a• moa " r~-, ! SCREWS DIRECTLY i0 WALL FRAMING OR PROVIDE STRUT AT DEMISING, NON-RATED WALLS ATTACH STUD TRACK o a mO o 0 N STABILIZER BAR BETWEEN ALL MEMBERS A7 PERIMETER �' • ` v ;a DEFLECTION HEAD W/ THROUGH GRID 70 O + 0 0 c O ADDITIONAL /12 WIRE SUPPORT AT ALL MEMBERS y� DEFLECTION SPACE BRACE ABOVE « u O O r c `• WITHIN 8' OF PERIMETER ,e —- - (DO NOT FASTEN STUDS / c � � LATERAL BRACING WITH APPROVED VERTICAL 1 r MIN SUSPENDED CLC- - 3" SOUND ATTENUA71(NI •• • p OR GYP BO TO RUNNER) / ° « q COMPRESSION STRUT AT 12'-0. OC EA WAY xg" • � v CONT 18 GA METAL a ASSEMBLY BATT LAID HORIZONTALLY a -J - ; n COUNTERSLOPF HANGERS IF MORE THAN 1:6 OUT OF PLUMB • •A FASTENED TO DECK O 2'-0' ABOVE CEILING 4'-0' ; o METAL DECK OC STAGGERED - —45 CENTERED ON ALL OFFICE • •� FIREDAM SPRAY TYP, AND CONFERENCE WALLS o r` r" ' r.. O o 4 FIRE SAFING SEALANT TYP CUT TILE FOR TIGHT O O > 'ATTACHED AS OCCURS— r" MIN > 1p e0 yyALL• \ EACH SIDE OF TRACK OR 20 GA 3 112' METAL STUD BRACING o rpm v o b FIT AT WALLS �- TO FLOOR STRUCTURE AT B'-0' c o o c \ rV•1 � FASTEN RUNNER TO Q SOUND ATTENUATION INSULATION a- a m ep I NTS O 2'-0" OC -- _ OC W/ (2) /8 SHEET METAL c > r0 •AT DUAL AT ALL DEMISING WALL, TYP.CASING BEAD USC 200-A - v > NOTE: FOR UNATTACHED WALLS PROVIDE A 1/2" � SCREWS AT EACH END. BRACING m m p 5 8• TYPE 'X' GYP. BD. EA. SIDE GYP BD EA SIDE a c a I A / TO 3 '4 GAP BETWEEN EDGE OF ANGLE AND CLIP / �� TO BE PROVIDED WHERE DISTANCE o c a c - / ATTACH W17H 1" LONG TYPE S SCREWS W « < j -- DO NOT SCREW BERC 2 CLIP 7U TRACK 20 GA x3 1/2" METAL SPACED 8" OC ALONG EDGFS AND 12' SOUND ATTENUATION '� BETWEEN PERPENDICULAR INTERSECTING 'cC aec Ir 0 STUDS O 2'-0. OC OC IN THE FIELD OF THE BOARD. AT ALL OFFICE WALLS AND WALLS OR HORIZONTAL BRACING m w « ¢ m « n 0 10 _ — -- TABLE MAX. LENGT JOINT TAPE AND COMPOUND (2 COATS CONFERENCE WALLS, TYP. BETWEEN WALLS EXCEEDS 8'-0' OC « n 010 - W o ro A N MAIN RUNNERSSAT I48�TW�EN MAIN RUNNERS c 1 2' DIA CONDUIT -MT 5'-10• CUT THE TAPER OFF GYP BD TO JOINTS AND SCREW HEADS] METAL STUDS _ lC o m o ee 0 m c r ai SUPPORT WITH 12 WIRE AT 4'-U' OC OR 3 4 DIA CONDUIT EMT 7 -8 AT WALLS WHICH RECEIVE $ m r r GYP BD EA SIDE _ METAL STUBS O 16' OC > « m o 0 6'-0• MAX 1 DIA CONDUIT EMT 9 -9 FLAT BASE BOTTOM TRACK 70 FINISH FLOOR J > m 0 0 L9 0 0) h a 10 — -- WITH 10 WIRE AT 5'-0. OC EA WAY I LH I I I — #:; zS WITH POWDER DRIVEN ANCHORS CONT ACOUSTIC SEALANT U - �_ _ / CL 1625125-33 MTL STLD 12 -0 x CLT TAPER OFF GYP _ _ < AT 4'-0' O.C. NO SEALANT �_ EA SIDE AGAINST TRACK � +3 � 1,- _J a b LATERALLY BRACE MAIN RUNNER TO 1-5 '8'x20GA 7 AT SIM COND BD A7 WALLS W}IICH NOTE: STRUCTURE A7 12'-0" OC EA WAY. BACK 70 BACK 1625125-33 15'-0' RECEIVE FLAT BASE ` ) NO SEALANT AT SIM GOND ALL GRID MEMBERS AND BEGIN BRACING WITHIN 6'-0. OF MTL STUDS (1-5/B"x20GA CONT ACOUSTICSTRSEALANT � j1 CONNECTION DEVICES TO BE OF AN PERIMETER AND 2' FROM CROSS MEMBER SGL 2505125-33 MTL 57U0 13'-6' EACH SIDE AGAINST TRACK -�" MAX •• APPROVED TYPE AND HAVE A iB0/ SECURE ALL HANGERS TO BLDG — -1 BOTTOM TRACK TO FINISH _J 1 -1 • N e ■ • r v I N BACK TO BACK 250S125-33 15'-0' II CONCRETE SLAB CONCRETE SLAB I1 FLOOR W/ T 4'-0 DRIVEN LA� CAPACITY. ALL LATERAL BRACING U v STRUCTURE. TRAPEZE DUCT WORK ANCHORS AT 4'-0' OC • N o ■ • r . I N WIRES 70 HAVE A 200/ CAPACITY. AND OTHER LARGE OBSTRUCTIONS MR STUDS 2-1 2"x20GA _ SUSPENDED CEILING BRACING z 1—HOUR WALL 3 NON—BEARING WALL r,0 A NTS �•' TO STRUCTURE 3'�1'-0' _ �•' AT FLOOR AND SUSPENDED CEILING 3•�1•-0" THAN 2,500 SF. PROVIDE HEAVY DUTY GRID SYSTEM. LS - - Project �- _ � GYP BD PARTITION 6 Project 2 � INSURANIM SEE PLAN DOOR AS.1 R'ISU�ANCE �E 800 SIM GENERAL NOTES TENANT GYP BD PARTITION SEE PLAN BUTS BOO SOUND ATTENUATION BATT SOUND ATTENUATION BATT �T — ® LNC OLN l SOUND ATTENUATION BATT ACOUSTICAL TILE CEILINGS A7 8'-6't (EXISTING) AFF, UNLESS _ AS OCCURS AT ALL W/LLS, TYP. / AS OCCURS "r 2 LAC" A. SUSPENDED '.:t ,;:tt;: UNE OF SILL AS OCCURS � � � UNE OF SILL AS OCCURS CVP BD WALL AS OCCURS NOTED OTHERWISE. PORTLAND _ - — — ----1 \ Cif�9•Bi�iO FD B. FOR SEISMIC BRACING OF SUSPENDED CEILING AND INTERSTITIAL EQUIPMENT _ _ — 4 SEE DETAILS 1/A8.1. _ ® • ALUMINUM TRIM PIECE •GEE• HOLLOW MTL KNOCK PORTLAND, OREGON C. CENTER ALL DOWN LIGHTS, FIRE SPRINKLERS HEADS, SMOKE CETEUTORS DOWN FRAME, TYP AND ALL OTHER CEILING PENETRATIONS IN CENTER OF 2x2 TILE. A W/ IN- RETURNS, FINISH ALUMINUM TRIM PIECE "GEE" D. COORDINATE ELECTRICAL PENETRATIONS WITH TENANT, ALL ELECTRICAL 3041 r� TO MATCH WINDOW FRAMES TO AT RETURNS, FINISH \ A 70 MATCH WINDOW FRAMES `DOUBLE STUD AT JAMB, TYP � `��1 �r� DRAWINGS WILL BE BY DEFERRED SUBMITTAL. $,y •u• + (ANODIZED BUILDING E. HVAC CONTRACTOR TO PROVIDE FULL SHEET OF THE FLOOR AFFECTED UPON �Wi Ij7`�c y STANDARD) (ANODIZED BUILDING COMPLETION. CONTRACTOR IS RESPONSIBLE 70 PROGRAM THE OVERRIDE HVAC BUTTON • STANDARD) OREGON ANGLE STEEL DRYWALL FRAME � F. LIGHTING SHOWN FOR SCHEMATIC PURPOSES ONLY. PORTLAND, ' 1' ALUMINUM A GL •� G. GRID LAYOUT AND RELATED DIMENSIONING AND SEISMIC AF REQUIRED. AESTHETIC 1 x PLACEMENT AND CONFIGURATION OF THE SEISMIC JOINT 70 BE COORDINATED WITH THE :t T:, ® PAINTED BLACK NEOPRENE SEAL OF � s 9 �(" CLOSURE PANEL W/ OF ARCHITECT. H. THE SUSPENDED CEILING DESIGN SHALL COMPLY WITH OSSC 1621, CISCA - �— VED GUIDELINES FOR SEISMIC RESTRAINT FOR DIRECT-HUNG SUSPENDED CEIUNC BLACK P-IAM EA SIDE R © GROUP MACxOlZIE 2008 � / � ASSEMb!.IES - SEISMIC 3 k 4 AND ASCE - AMERICAN SOCIETY OF CIVIL ENGINEERS - WIN RIGHTS IE ROP STOREFRONT GLAZING ASCE 7-02. THESE DRAWINGS ARE TIE PROPERTY OF — ROD © GROUP NACKEIIZIE 2008 GROUP MACKENZIE AND ARE NOT TO BE NEOPRENE SEAL O GLAZING SYSTEM - All RIGHTS A E NO I. ONLY EVALUATED/APPROVED SHOT-IN ANCHORS ALLOWED FOR USE IN SEISMIC USED OR REPRODUCED IN ANY MANNER, THESE DRAWINGS ARE TIE PROPERTY OF OVERHEAD INSTALLATION. CONTRACTOR A C SCHEDULE SPECIAL INSPECTIONS WITHOUT PRIOR WRITTEN PERMISSION IN FLR GROUP UT PRI ZIE AND ARE NOT TO BE REQUIRED BY CODE TI USING SHOT-IN ANCHORS. USED OR REPRODUCED IN ANY MANNER, - SEE DOOR � W1TNDU1 PRIOR WRITTEN PERMISSION REQU 7Lt- 7(� REVISIONS: SCR DUB J. REPLACE DAMAGED AND SOILED CEILING TILES WHERE AFFECTED BY CONSTRUCTION. v + + � -r TJ STOREFRONT GLAZING MATCH EXISTING. s� nlWs'I�5 CLOSING DATE SYSTEM rT REVISIONS: s TYP INTERIOR DOOR 7FL DOOR ASSEMBLY �F` SHEET a WALL AT GLAZING S WALL AT EXTERIOR MULLION �. SHEET NS REVISIIx! DELTA — S— -d( THIS CLOSING DATE 3'-1'-0• HEAD SIMILAR1/2' 1'-0• kZi SHEET -- 2" CLR. NOTES: c. U.N.O. A. FINISH ENDS, TYP D. CONTRACTOR TO PROVIDE DEDICATED — ASKO --�--' 1" _ "I B. CONFIRM REQUIREMENTS OUTLET FOR ALL EQUIPMENT/A.PPUANCES E. SHIM ASFREQU RED D1706 DISHWASHER (2) ADJ. ADJ MELAMINE SHELF, TYP MELAMINE SHELF 1 PRIOR 70 CONSTRUCTION OF F. ALL CABINET FACES AND DOORS PL-2 ° Q ----.—�-- _ METAL DECK AS OCCURS - CABINETRY _ C. ALL COUNTER TOPS, EDGES AND _ ° REFLECTED CEILING PLAN E-- - BACKSPLASHES, PL-3 — DEFLECTION SPACE SHEET TITLE: a DO NOT FASTEN STUDS BEET,-- CTED P-LAM FACES, PL-2 AIAYEVAC BAN REQD,PTH v I GYP BD 70 RUNNER) WTALs Aa1 1/B••r-o• CaLm PLAN _ t1" LEGEND KG 1 NOTES AM NO�$ 4• BACK AND 25' P.L. TOP SEE CASEWORK ELEVATIONS TA( GN 9 • ANDA8.1 1" MIN.SIDE SPLASH AS U.N.O. CEILING !Y/ LOWERS - CONT 18 GA METAL A �VA'�bN$ i EXISTING CEILING GRID 1. REMOVE GYP CEILING, VERITY IN FIELD. 25" P.L. TOP OCCURS - z FASTENED TO DECK A7 2'-0' 2. PROVIDE AND INSTALL NEW CEILING GRID AND TILES, WHERE GYP BOARD CEILING IS REMOVED 4' BACKSPLASH, RETURN OC STAGGERED 1'-5" MAX AT ENO WALL CONDITIONS W P-LAM COINTERTOP AND f TO FAUCET u GYP BD NEW CEILING GRID 17{ - — - -- SPLASH, PL-3 CONTROLS I FASTEN YUNNFR TO — - � n EA SIDE AT 2'-0' OC t:rl ® EXISTING 24 HOUR LIGHT FIXTURE DRAWN BY: IWS - INSULATE EX?COED SOUND BATT INSULATION AS OCCUR;; ' ' ` CUT TAPER PIPES PER ADA CODE TEP A7 DEMISING WALL � — WRAP ALL EXPOSED PIPE � a / OFF GYP BD DRAWN BY: hCJS (1) ADJ MELAMINE PER ADA 14 (1) STUDS O 16' OC, LINO _ _ _ _ _ AT WALLS NEW 24 HOUR LIGHT FiXTURE CHECKED BY: SBH, PPA SHELF, NO DRAWER OR 'o WHICH RECEIVE CHECKED BY: SBH, PPA EXISTING 2'x4' UCH7 FIXTURE TO REMAIN > SHEET: 5 c�f 7 SHELF AT SINK LOCATION 8• _ _ __ _ CONT ACOUSTIC SEALANTS—,,L-- YY:, EXISTING 2'x4' LIGHT FIXTURE 70 BE RELOCATED +y - - - / ? I OPEN BELOW PER FIAT BASE EA SIDE AGAINST TRACK 6 O 7 r:•:.....'� CC.lI � $ I it � ADA CODE L• NEW OR RELOCATED YIX LIGHT FIXTURE PL-2 ;y in N EO - NO SEALANT AT SIM GOND 3'-O' EQ a j^( 1 ' A6.1 8" w OPEN BELOW PEP ADA CLR 1 /2" MAX �1 V• ® EXISTING SUPPLY/RETURN VENT TO REMAIN y1 EXISTING SUPPLY/RETURN VENT 70 BE RELOCATED - RUBBER BASE O 9'-RIF �---- —� CONCRETE 1 I FLOOR W/ POWDER DRIVEN BOTTOM TRACK TO FIN • , EXISTING SPRINKLER` HEAD —_-- M F m ---� JOB NO. 2•-0" VERIFY IN FIELD N JOB NO. 20751.05 EXISTING SMOKE DETECTOR PERMIT 8ET: x/01/08 a COUNTER SECTION 9 CABINET SECTION _ 10 CASEWORK ELEVATION 207 •� EXISTING EX SIGN mron+ve\N1w\m_•e,,.o•o ea w/r+/oe •+::e +:�oo , fl GYP BD PARTITION at METAL DECK m 17 S E A8.1 TYPICAL 3/4"�1 -0 9 Aj� TYPICAL 3/4"-1 -0 A8.7) O BREAK ROOM 216 1/4"'1 -0' ly A8.1J 4 z e3 C, / wron,m\u+w\o1-ee+o.o wa o4N,Ne ,+ x 1 ". .'aewtlWenWY,.. . .,,y' r. .. i'L.. • LIR• .�R.le' s}•".w..w:,�e,l{e'^!4M'ry.;-.y�RW,IbMIR••e'" RBR.,.ee+ . _ M• ,n!plfl 'eiwMlLM!Ml 'rMi9":'.'. _ • b.h aAkAw,1q(�, -. M .r.... 1 1) . r :.- .. •.,mgr n .. ,_ T f T t r�r T rjr UTI r� i�T T �, I�I I�r I� I�1�" "'"'"iir T i�, rl ISI r� �I I�r ISI ISI 1�r r�1 ISI 1�t r�I I�r I�1 rel rel IST ISI 1�1 ,� . . u . Is I Ie t i t T 71 T I 1 I I f i I g p� ,� 10 _ �z 1 III r Ii llr ill Tr t �i T IIr3 1 Eli T I 4 I I I � •, ' No. 3B WA"�..:L 1 No.3e L :Y 6 L L t I A B L 9 fl f E L Tue W • 6 L L SL LL TL OL [ A fl L 9 fl b 6 L T�• Wl ulllllll lu�l a ulu utuu u�u uuluu - uu uulu� uulliulu I, uulllll w�- I uulul a uulw file • r r a � - ... _ _ . . _. - _.. _ _...- _. .,... ..,�wsr�•ms-...+. ... .-. ->,-. ....�.r�ne..w�,rw.,......�w:�......t..-. .,. a ,T: z t^. V a: ,f. W 0) C A V � � 4d � N V O C d CJ t DOOR SCHEDoULE 3m DOOR DOOR DOOR FRAME HDWR y rip' DETAILS RATING COMMENTS OPENING SIZE THK TYPE MAT L FINISH MAT L FINISH GROUP � 1aD _601A 3'-0"x8'•-4" EXISTING DOOR 1 c 0 4) c o 6018 3'-O"x8'-4" 1 FL SC S HMK FF 6,71A8.1 H-2 -- -- 4 p 601C 3'-0"�68'-4" i FL SC S HMK _FF 6,7 A8.1 H-2 603A 3'-�O'Ix8'-4" 1 FL SC S HMK FF 6.7/A8.1 H-2 .+ Q C �. 604A 3'-O_"'x8"-4" 1 _FL SC S HMK FF 6,7 AB.f H-1 --- -- � � 04C 605A 3'-0'''x8'-4" EXISTING DOOR T _ -- $ W .:we C n 807A 3'-0"x8'--4" 1 FL SC S HMK FF 6.7/A8.1 _H--1 -- -- r 606A I 3'-0*x8'-4" f FL SC S HMK FF 6,7 A8.1 H-1 -- --- 806A Y-O"xW-40 FL SC S HMK FF 6.7/A&I H-1 � � N 016A 3'-_fYx8'--4" 1 FL SC S HMK FF 6.7 A8.1 H--1 --- -- C9 r- 1- 0 00 61 f A X-_0"x8'-4" f FL I SC S HMK FF S.7/A8.1 H-1 -- -- V F` --a IL e 612A 3'-I)"x8'-4" EXISTING DOOR 613A 3'-00x8'-4" 1JI FL SC S HMK FT 6,7/A8.I H-1 -- -- 614A 30-o"x8'-4" 10 1 FL SC S HMK FF 6,7 A8.1 H-1 Ox8' -- -- 615A X- " -4" 1 FL SC S HMK FF 6.7 A8.1 H-1 -•- -- HARDWARE GROUPS: ABBREVIATIQNS: H-1: PASSAGE EXIST EXISTING • M o w s • r s i M LATCHSET F75 GRADE 1. FF FACTORY FINISH BUTTS. SEAL. STOPS FG FULL GLAZED VISION PANEL _ H-2: LOCKING OFFICE FLUSH LOCKSET F82 GRADE 1. FL FL/MZ FLUSH WITH ADJACENT RELITE BUTTS. SEAL, STOPS FLN FLUSh WFTH "CLASSROOM' STYLE VISION PANEL HG HALF GLAZED Project HMK HOLLOW METAL KNOCKDOWN F� P PAINT S STAIN stm6o SC SOLID CORE WOOD Te"T, DOOR SCHEDULE COMMENTS: DOOR SCHEDULE NOTES: 1. EXISTING RATED DOOR AT A. ALL DOORS/CLOSURES TO BE CHECKED, ADJUSTED, 2 UNO N EXISTING RATED CORRIDOR Q AND/OR REPLACED TO BE IN COMPLIANCE WITH ADA � ��,SW ��V RD B. ALL TENANT SENTRY DOORS TO RECEIVE A NEW DOOR WITH MORTISE LOCKSET C. ALL SECONDARY DOORS TO HAVE DEADBOLTS REMOVED, INSTALL COVERPLATES OR CHANGE DOORS AS AVAILABLE tft , D. ALL DOORS. FRAMES AND HARDWARE TO MATCHTENANT BUILDING STANDARDS. P.E. VERIFY DOOR HEIGHT DIMENSIONS. MEASUREMENTSBASE ON FIELD OBSERVATION. d3E00f1 NOTES: NOTIES., OF A. FINISH ENDS, TYP A. FINISH ENDS, TYP B. RECEPTION COUNTER TOP. PL-1 B. RECEPTION COUNTER TOP. PL-1 © GROUP MACKENZIE 2008 ALL RIGHTS RESERVED THESE DRAWINGS ARE TIE PROPERTY OF GROUP MACKENZIE AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION REVISIONS: G, REVISIONS REVISION DELTA oTHIS CLOSING DATE SHEET CEILING CEILING WINDOW PANELS TO BE WINDOW PANELS TO BE FULLY OPENABLE FULLY OPENABLE —+--+---- FROM RECEPTION AREA f / FROM RECEPTION AREA HIGH PRESSURE \ ��� I HIGH PRESSURE / AM A PLASTIC/ 1 L IN TE � PLAMINATE f � COUNTERTOP f LASTIC COUNTERTOP v , 4'-O" " \ ' o SHEET TITLE: ELEVAT10N8 HIGH PRESSURE N HIGH PRESSURE AIS LAMINATE SEAM LAMINA TE SEAM 8C,MOL LE UNDER WINDOW UNDER WINDOW TRACK TRACK RECEFT10NST AREA ELEVA110N z WAITING AREA ELEVATION DRAWN BY: FCJS • OPEN OFFICE SIDE1/4T.—Ir-71 O RECEPTION SIDE 1/4"-w1'-0" �y CHECKED BY: :iBH, PPA SHEET: 7 Of 7 A862 JOB N0. �7���•� 1-Gr1M11 WP 400 20""109\AI"\09—A&2.M 0 K.p 04/C1/011 10:18 1:".00 M ,v t `'M1IM1 i / +► . r�_(� rel rll r�r rCr rr� I�t r�r rjr r� r�r I�r r�r ilr i�r �Tr r�i iii �. Yoi�ir1r [T1If'qppTT y 1 i 1 1 l I 1 I 1 • 'Y. I' 't 10 11 NO.so rr+. dd l • V L � � e 1ll1lllU ._�. � S . Y tLJ , ......... .._,,...+ . .vrer•►.�w,w•.rrrl•.J+..r':^.rrs Iy r.rlraww+w--+w..arw...sa+++..na'irYranv.+r.wwn.+rw...r.al ++i..a+a.ma,.:z,+rwr'.rlaat .,-.,:.v.rinrrrrlga,»dpy• .. a ., t3 •1-A'h I'.aaYa.aMW.1.r ...- -. ,.... ._ A.1�'.�•-IM.�.F••'r•1.,�.Ma�"WQ"E"... .r.r...,....� � ... +?,,..,'!!�'lIIIIV'WC71YK�v�.11M�r.l�r1'.a.. .. _...,.. ^-.-�"":: ••T'r.rar/km1:14v..'. t•.t.o.:n..fi._,.y�.,.. ` .....,ny�V-w::...., r:aih.:.w ... ".S'.�'IyAY• ;IM+�..^1�;_"�ta�. .. . . •.�..tlMw'GTwa:.i�^°`.r r..TaaFWLY`!,t•+.,•elitdll�l.h4a'ir-..M�1/►L.'s¢p)::._ �..aawwM/virw,W L.r:lAYdwL..`Rn T: eM.a.,.r•:., jY ,y .`-vY