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10260 SW GREENBURG ROAD STE 1165 1 Y 1` if. 1 6 G � A am `0 W N 1101 4a a 5 J Q h- I HALL ` 0 _ a r c 4D WORK In to _ 1 � � � 1106 6 - ON m > M 1105 - 0 11,-6" --t- 1a d t I — C — V C TENANT IMPROVEMENT '�� � 103 CON C rj o c o d c, 4 �- t102 • W • Oxe 9 1 10 �s r- - - - LINCOLN TOWER � � o m V J. •. O ERIK BUCHER + PARTNER WCLO aCON V ' ' C � �• 1104 h, - V 10260 SW GREENBURG RD � � 0 fti t V U v3 0 �P/' 2 a 1103 PORTLAND, OREGON e M Equity Officc PARTIAL ELEVENTH FLOOR PLAN ^ 2 REFLECTED CEILING PLAN LEGEND 1/8"=1'-0" EXISTING CONSTRUCTION TO BE DEMOLISHED -� Project EM BLKMM c- EXISTING WALL TO UNDERSIDE OF GRID + NEW WALL TO UNDERSIDE OF GRID, SEE 2/AB.1 EXISTING 1 HOUR RATED WALL I INDEX ®F DRAWINGSNOTES EXISTING DEMISING WALL TO STRUCTURE � � RDGENERAL (Re EXISTING OUTLET AND TELEPHONE/DATA OFEC1 N A2.1 PARTIAL ELEVENTH FLOOR PLAN, REFLECTED CEILING PLAN, KEY PLAN AND NOTES A. DIMENSIONS REFLECT FACE OF FINISH TO FACE OF FINISH, UNLESS NOTED OTHERWISE. qPo NEW OUTLET AND TELEPHONE/DATA A8.1 DETAILS, ELEVATION AND SCHEDULES B. WALL THICKNESS ARE NOMINAL, UNLESS NOTED OTHERWISE. C. SUSPENDED ACOUSTICAL TILE CEILINGS AT 8'-11"f (EXISTING) AFF, UNLESS ? EXISTING THERMOSTAT TO BE REMOVED NOTED OTHERWISE. x #x,134 SCCPE OF WORK _ D. FOR SEISMIC BRACING OF SUSPCNDED CEILING AND INTERSTITIAL EQU.t PMENT NUM INTERIOR ELEVATION FOR REFERENCE THE SCOPE OF WORK FOR THE PROJECT INCLUDES INTERIOR TENANT IMPROVEMrV.14 i S SEE DETAILS 1/.A8.1. FOR AN APPROXIMATELY 950 SQUARE FOOT TENANT ON THE 11TH OF 12 FLOORS. E. CENTER ALL DOWN LIGHTS, FIRE SPRINKLERS HEADS, SMOKE DETECTORS �� • AND ALL OTHER CEILING PENETRATIONS IN CENTER OF 2x2 PORTION OF REQUIRED EXIT �� OR 2x4 TILE, UNLESS NOTED OTHERWISE. DEFERRED EXISTING CEILING GRID FN AlanUle� / Q F. COORDINATE ELECTRICAL REQUIREMENTS WITH TENANT, ALL ELECTRICAL . MN DATA DRAWINGS WILL BE BY DEFERRED SUBMITTAL. �tccha Ica G. HVAC CONTRACTOR TO PROVIDE FULL SHEET OF THE FLOOR AFFECTED UPON ��Y EXISTINV 2'x4' LIGHT FIXTURE TO REMAIN F10*1no 1O'� COMPLETION. CONTRACTOR IS RESPONSIBLE TO PROGRAM THE OVERRIDE HVAC EXISTING 2'x4' LIGHT FIXTURE TO BE RELOCATED Eloc-A d GOVERNING CODE: 2004 OSSC K----- _• GROUP M BUTTON. � � �•� —_ � R ALL RIGHTS RESERVED E 2006 OCCUPANCY: B H. ALL INTERIOR WALLS TO GO TO UNDERSIDE OF GRID UNLESS NOTED OTHERWISE. ® NEW OR RELOCATED 2x4 LIGHT FIXTURE "DnwdnW OCC PANCY SQUARE FOOTAGE OCCUPANTS CONSTRUCTION TYPE: TYPE 1-8 � THESE DRAWINGS ARE THE PROPERTY OF GROUP MACxENZIE AND ARE NOT TO 8E ASSEMBLY 201 S.F. 1/15 14 I. ALL INTERIOR DOORS TO BE SOLID CORE FLUSH WOOD DOORS TO MATCH BUILDING a TENANT' AREA (APPROX): APPROX. 950 S.F. ` EXISTING SUPPLY/RETlJRN VENT TO REMAIN USED OR REPRODUCED IN ANY MANNER, BUSINESS 749 S.F. 1 100 8 STANDARD UNLESS NOTED OTHERWISE. ��-� WITHOUT PRIOR WRITTEN PERMISSION OCCUPANCY LOAD: 22 TOTAL 950 S.F. 2gj J. OUTLETS INDICATED ARE EXISTING UNLESS NOTED OTHERWISE. SITE VERIFICATION HAS BEEN PERFORMED AND PLAN, ELECTRICAL AND CEILING INFORMATION HAS BEEN CS, SPEAKER ARD REVISIONS: UPDATE (OBSERVATION IS LIMITED TO VISIBLE/ACCESSIBLE AREAS). CONTRACTOR TO EXISTING EXIT SIGN ONE REQUIRED EXIT, ONE EXIT PROVIDED �'��F �' z � ALL EXITS ARE EXISTING AND HAVE APPROPRIATE EXIT SIGNAGE FIELD VERIFY AND CONFIRM ADDITIONAL REQUIREMENTS WITH TENANT. App oved `" ' o< RMSIONS REVISION DELTA • EXISTING SPRINKLER HEAD Condhiotidly ApPV"d....0. 0 5, THIS CLOSING DATE BUILDING 1S FULLY SPRINKLED AND HAS NFPA SMOKE DETECTION THROUGHOUT K. FURNITURE IS SHOWN FOR SCHEMATIC PURPOSES ONLY. TENANT OR TENANT VENDOR fee Low to:Follow..».... - mac: SHEET WITH ON SITE EMERGENCY GENERATOR FOR FIRE, LIFE/SAFETY BACKUP POWER TO CONFIRM BUILT CONDITIONS FOR SPATIAL REQUIREMENTS AND FINAL LAYOUTS. LONGEST COMMON PATH OF EGRLSS TRAVEL ,....... ..».. L. LOWER VOC PAINT SYSTEMS TO BE UTILIZED, TO INCLUDE PRIMERS AS WELL }ennhMN,� ---- AS FINISH PRODUCTS. Add M. LIGHTING SHOWN FOR SCHEMATIC PURPOSES ONLY. 1 - -- Dste: DEFERRED SUBMITTAL N. GRID LAYOUT AND RELATED DIMENSIONING AND SEISMIC AS REQUIRED. AESTHETIC ASSEMBLY: O-T� —+--+- PLACEMENT AND CONFIGURATION OF THE SEISMIC JOINT TO BE COORDINATED WITH WAITING== SF Onospow" .� OSSC SECTION 106.3.4.2 (by separate permit) THE ARCHITECT. "bal FIRE SPRINKLER NOTE: DESIGN BUILDERS FOR M.E.P. AND FP. ARE FULLY 0. THE SUSPENDED CEILING DESIGN SHALL COMPLY WITH OSSC 1621 CISCA - oe�°"ve & ALARM RESPONSIBLE FOR THE DESIGN OV THESE SYSTEMS/COMPONENTS. GUIDELINES FOR SEISMIC RESTRAINT FOR DIRECT-HUNG SUSPENDED CEILING MECHANICAL THESE SYSTEMS/COMPONENTS SHOWN ON DOCUMENTS ARE SCHEMATIC grawceft ELECTRICAL ONLY: THEY ARE NOT INTENDED TO REPRESENT FINAL/CODE ASSEMBLIES - SEISMIC 3 & 4 AND ASCE - AMERICAN SOCIETY OF CIVIL ENGINEERS - -- -- - PLUMBING COMPLIANT DESIGN. PROVIDE DESIGN DOCUMENT SUBMITTAL TO ASCE 7-02. SHEET TITLE:ARCHITECT OF RECORD FOR RE%IEW PRIOR TO SUBMITTAL N. ADD INSULATION IN ALL WALLS, EXCLUDING PARTIAL HEIGHT WALLS. FFjCE COPY F:LppR PL.4N, REFLECTED CEL.NQ KEYNOTESFL^_ my �o ADAIMPROVEMENTS — /} AM NOES — 1. ALIGN NEW WALL WITH EXISTING WALL VALUATION OF WORK = $5,500 2. CENTER NEW WALL WITH EXISTING MULLION, SEE DETAIL 3/A8.1 25X VALUAT!ON FOR UPGRADE = $1.375 3. NEW 3'-O"t WIDE RELITE TO MATCH TENANT BUILDING STANDARD, SEE DETAIL 4/A8.1 ADA UPGRADE = REMOVAL OF ALL BARRIERS, UPGRADED MISC. 4. NEW 1'-O"t WIDE RELITE TO MATCH TENANT BUILDING STANDARD, SEE DETAIL 4/A8.1 COMMON PATH OF DRAWN BY: HYH HARDWARE AND NEW ADA COMPLIANT CABINETRY 5. RELOCATE EXISTING OUTLET AND DATA TO 44"AFF TO CLEAR CABINET EGRESS TRAVEL-71' 6. FURNITURE AND EQUIPMENT NIC. TYPICAL WHERE HALF TONED. TENANT OR TENANT (< 100') CHECI(ED BY: SBH/ HRH VENDOR TO CONFIRM BUILT CONDITIONS FOR SPATIAL REQUIREMENTS AND FINAL LAYOUTS ASSEMBLY: 7. NEW UPPER AND LOWER CABINETRY CONFERENCE-12 SF *NOTE: AREAS MARKED AS "ASSEMBLY" SHEEN'. � e f 8. NEW WHITE MELAMINE ADJUSTABLE SHELVING ON STANDARDS. PROVIDE (5) 18"D SHELVES. ARE CONSIDERED AS UNCONCENTRATED 9. CENTER WALL WITH COLUMN. 3 KEY PLAN A201 A2.1 ELEVENTH FLOOR NTS E PLAN NORTH NORTH JOB NO. 20 r RW /1"/06 02Ot5445\An:64\46-A2.1Dw0 XT 06/11/06 10:63 1:06.00 , y . myWrt, ,.. ..:rn . ,.: �;r ar; A'•....+�P � f,�--'IioPF^wi'. ..�' �I` M'�Y•iP. ... -. 'z�. M'i��:}YnTI..•.N'f......... ,,nrr N.U.,: ..pry..Yr.itl n' -. , ` . - i .. .. r ., cYl� 1'IIv'IR ' � L 1 �.',af„kGv+�r"" �• t pAyy�yy .. 1 a ; ,.ya N. - � • , � 1(�f 1 1 f i r f 1 1 11 'r 1 TFI r i •11V 7r1111111111 l f fit 11 l i I T fjn . � III" l l l l l l l l l l,l l l�l � II I I I I r I I l I r�,LI:I I I I I I I I...I I I I I l I I I'!I I I _ • . � _ •r,�•,■,_,,..,:��. , . ' ' 3 4 I I II g 10 11 ,1Z� ` No.9d 1111111 �11� .. 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Rr^Y91'Pk��1" •-.wun+ur.•4Q.b�AM•-w"..s,+V"Y••.nwr.;••, :x-'.'; i.wwr-•.rs.wb.rwnw..MMlrw.ru: w,. .. .x--•-.r�r�+�.•. . z-,+..w.n..+ww....w•e..e...,...w. _.. .. ��1,+.e ,�,.+�ws,ve�a�s..Iswwsr+ws.erywia+Arr'M: . ,A.,.. ,.�_- t ,r • a i� it L' v H 1" FLOOR OR ROOF STRUCTURE POP RIVET RUNNER TO 2" WALL ANGLE AT 2 ADJACENT WALLS, FASTEN c Cf) CLOSURE ANGLE WITH #6 SCREWS DIRECTLY TO WALL FRAMING OR c PROVIDE STRUT STABILIZER BAR BETWEEN ALL MEMBERS AT PERIMETER - GYP BD. WALL AS OCCURS c c IBM ADDITIONAL #12 WIRE SUPPORT AT ALL MEMBERS - ATTACH STUD TRACKa w % _----- - SOU VD ATTENUATION BATTS m a WITHIN 8 OF PERIMETER THROUGH GRID TO e --LATERAL BRACING WITH APPROVED VERTICAL STRUT BRACE ABOVE GYP BD PARTITION SEE PLAN AS xCURS p o so AT 12'-0" OC EA WAY SUSPENDED CLG " '♦ DBL STUD AT JAMB TYP m N = o cru IH F 1: T OF PLUMB ASSEMBLY 3 SOUND ATTENUATION -UNE OF SILL AS OCCURS 4 M c BATT LAID HORIZONTALLY 45' ABOVE CEILING 4'-0" J Liu CENTERED ON WALL 3a - - _-- _.. WHERE NOTED. DO TIMELY HOLLOW MTL KNOCKDOWN ® h CUT TILE FOR TIGHT 20 GA 3 1/2" METAL STUD BRACING FIT AT WALLS TO FLOOR STRUCTURE AT 8'-0" 100, ALUMINUM TRIM PIECE "CEE" FRA AI" MATCH BLDG STD �o CASING BEAD USG 200-•A OC W/ (2) #8 SHEET METAL W/ 1)6- RETURNS, FINISH O • p . GYP BD EA SIDE SCREWS AT EACH END. BRACING TO ATCH WINDOW FRAMES c G TO BE PROVIDED WHERE DISTANCE (ANODIZED BUILDING L L we SOUND BATT AS OCCURS, BETWEEN PERPENDICULAR INTERSECTING STANDARD) a c a CROSS RUNNERS FIT BETWEEN MAIN RUNNERS SEE PLAN FOR LOCATIONS,IF APPLICABLE c - J - WALLS OR HORIZONTAL BRACING o A MAIN RUNNERS AT 4'-0" OC BETWEEN WALLS EXCEEDS 8'-0" OC NEOPRENE SEAL O W 4 Cr. 0 L 81 6'-0" MAX SUPPORT WITH X112 WIRE AT 4'-0" OC OR METAL STUDS -�'" - c � .°�� a 10 _4 WITH #10 WIRE AT 5'-0" OC EA WAY C ON GYP BD EA SIDE METAL STUDS a -LATERALLY BRACE MAIN RUNNER TO N V e 10 a,,; !V CUT TAPER OFF GYP- CONT ACOUSTIC SEALANT a s c NOTE: STRUCTURE AT 12'-0" OC EA WAY. BD AT WALLS WHICH EA SIDE AGAINST TRACK STOREFRONT GLAZING t� v 30 tv a 0 w 1 ALL GRID MEMBERS AND BEGIN BRACING WITHIN 6 -0 OF RECEIVE FLAT BASE NO SEALANT AT SIM CON, SYSTEM PERIMETER AND 2 FROM CROSS MEMBER CONNECTION DEVICES TO BE OF AN I?- MAX - f1 TEM'ERED FULL HEIGHT APPROVED TYPE AND HAVE A 180# SECURE ALL HANGERS TO BLDG p REL TE AS BOTTOM TRACK TO FINISH MFT S 5TANDARDRS W/ CAPACITY. ALL LATERAL BRACING STRUCTURE. TRAPEZE DUCT WORK CONCRETE SLAB FLOOR W/ POWDER DRIVEN GLA UNG STOP WIRES TO HAVE A 200# CAPACITY. AND OTHER LARGE OBSTRUCTIONS ' NCHORS AT 4'-0" OC ri "'N _ � 0 F*ity Office SUSPENDED CEILING BRACING 2 NON BEARING WALL _ ri*�WALL AT EXTERIOR MULLION a DOOR 33 RECITE JAMB � ' PROVIDESEPARATION N IN N EA NTS A8.1 AT FLOOR AND SUSPENDED CEILING 3"=1'-0" W AB 3"=1'-0" TYPI^AL AT INTERIOR HEAD SIM ' THAN 2,500 SF, PROVIDE HEAVY DUTY GRID SYSTEM. � •� � A8,1 I 3 =1 -0 I NQTES, Z 3 Ilk 13 A. FINISH ENDS, TYP B. ALL COUNTER TOPS, EDGES AND — (2) ADJ. WHITE Project BACKSPLASHES, PL-2 UK BUCHM + MELAMINE SHELF C. SHIM AS REOUIRED P D. ALL CABINET FACES AND DOORS PL-1 AW NO 7ENW INFROMAEK W ' BINE 1166 P-LAM F,4ces, PL-1 DOOR SCHEDULE T N280 OW0RD 5 4' BACK AND A8.1 DOOR KE RAW OFERM DOOR DOOR DOOR FRAME DETAILS HDWR RATING COMMENTS OPENING SIZE THK TYPE MAT'L FINISH MAT'L FINISH GROUP > _ _ 25" P.L. TOP �SIDE SPLASH AS EXISTING 3'- r OCCURS 1101A 0x8 -8 t EXISTING DOOR 1 pALIGN W/ LOWERS 1102A 3'-0"x8'-8".+ 1 FL./R SC S HMK FF 4/A8.1 H-1 ' 1103A 3'-0"x8'-8"t 1 FL SC S HMK FF 4 A8.1 H-1 '� �,� `! P-LAM COUNTERTOP AND 1104A 3'-0"x8'-8" 1 FL/R SC S HMK FF 4� H-1 -- -- +�. SPLASH, PL-2 - - - - 1105A " "- " 14/A8.1 3 0x8 8 f FL SC S HMK FF H-1 -- ------ It HARDWARE GROUPS: • ABBREVIATIONS: H-1: PASSAGE 1 ADJ WHITE MELAMINE I LATCHSET F75 GRADE 1, EXIST EXISTING( ) N '� HG HALF GLAZED SHELF, NO DRAWER OR _ _ _ _ _ _ BUTTS, SEAL., STOPS FF FACTORY 77NISH P PAINT I�Op 01, 1%> SHELF AT SINK LOCATION o FL FLUSH S STAIN ff W ` N - FL/R FLUSH WITH RELITE SC SOLID CORE WOOD FG FULL CLA:ZING - EO HMK HOLLOW METAL KNOCKDOWN @ GROUP MAC.KENZIE 2006 I PL-1 7E 0- -�4 ALL RIGHTS RESERVED THESE DRAWINGS ARE THE PROPERTY OF RUBBER BASE VERIFYGROUP MACKENZIE M D ARE NOT TO BF. DOOR SCHEDULE COMMENTS: DOOR SCHEDULE NOTES: USED OR REPRODUCED IN ANY MANNER, = 'f 1• EXISTING DOOR AT EXISTING A. ALL DOORS/CLOSURES TO BE CHECKED, ADJUSTED, WITHOUT PRIOR Wil-TEN PERMISSION�- L 2#-Ow 3 RATED CORRIDOR AND/OR REPLACED TO BE IN COMPLIANCE WITH ADA �I`-- REVISIONS: 8. ALL TENANT ENTRY DOORS TO RECEIVE A NEW DOOR 6 COUNTER SECTION �eCOFFEE 1106 — NORTH ELEVATION WITH MORTISE LOCKSET S� REVISIONS CLOSI GN DATE DELTA TYPICAL 3/4"=1'-0" � '- 1/4"=1'-0" > C. ALL SECONDARY DOORS TO HAVE DEADBOLTS REMOVED, SHEET v INSTALL COVERPLATES OR CHANGE DOORS AS AVAILABLE D. ALL DOORS, FRAMES AND HARDWARE TO MATCH .- TENANT BUILDING STANDARDS. ROOM FINISH SCHEDULE FLOOR BASE N. WALL E. WALL S. WALL W. WALL CEILING �. ONOOM ROOM NAME MAT'L MAT'L MAT'L MATT. MAT'L MAT'L C HTNG FINISH FINISH FINISH FINISH FINISH FINISH FINISH MAT'L COMMENTS 1101 RECEPTION EXIST RB P P P r,B EXIST EXIST 1102 CONFERENCE _ EXIST RB GB GB GB GBP EXIST EXIST — SHEET TITLE: 1103 STORAGE EXIST RB GB GB GB GB/`P EXIST EXIST DETALr8r R NATM 1104 OFFICE EXIST RB GB GB p GB EXIST EXIST _ �� �B$ 1105 QFEICE _ EXIST RB GB G� GB P EXIST _ EXIST 1106 WORK EXIST RE_ p qq/P GB GBP X cT X SST _ 1107 q EXIST RB GB GB GB ST FxIsT FINISH SCHEDULE NOTES: ABBREMTIONS: A. ALL INTERIOR FINISHES BUILDING STANDARD, COLORS CPT CARPET TO BE COORDINATED WITH OWNER. EXIST EXISTING B. PATCH AND REPAIR ALL EX;STING WALLS WHERE GS GYPSUM BOARD AFFECTED BY NEW WORK. PAINT NEW AND EXISTING P PAINT WALLS. RB RUBBER BASE DRAWN BY: HYH C. PROVIDE NEW PAINT AND RUBBER BASE THROUGHOUT. VCT VINYL COMPOSITION TILE CHECKED BY: SBH/ HRH SHEET: a of A801 JOB N0. �2�� PERMri" St=T*B/11/06 02095446\ARCH\19--A8.1.0W0 HH1 08/11/06 io a 1:1.00 ,'. .,, " ,• iia,_• ,,. r�r�r III-Jill r(rirp �Y f�1r � ter T11 111.� rn1C rf1111 ♦ M r ft.36 10 ,,�„; _ . t 1 11111111U11�—WllllilllW l�llll tllllll�. #, _ • • 1l, , ••.•+r r.wrv.i....r+:•1Wr..waMu wa•M.Ab.MM<�w1/IO+Frlu.rwrrayat.Y... 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