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Plans RECEIVED OCT 21 2013 DRAWING INDEX DEMOLITION CITY OF TIGARD BUILDING DIVISION 1. EXISTING STRUCTURE TO BE LEFT UNDISTURBED AND INTACT. PERFORM NO DEMOLITION THAT MAY COMPROMISE THE A-1 CODE SHEET & GENERAL INFORMATION STRUCTURAL INTEGRITY OF THE BUILDING WITHOUT WRITTEN APPROVAL OF THE ARCHITECT / ENGINEER. TENANT IMPROVEMENT FOR A-2 FLOOR PLAN 2. EXTREME CARE SHALL BE TAKEN BY THE CONTRACTOR TO PROTECT ALL EXISTING AREAS TO REMAIN FROM DAMAGES THAT S N O R E S T E IN A-3 REFLECTED CEILING PLAN MIGHT OCCUR DURING DEMOLITION. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR ALL AREAS THAT HAVE BEEN N ET2VAU LT A-4 INTERIOR DETAILS DAMAGED DUE TO INADEQUATE PROTECTION. 3. MAINTAIN 100% SPRINKLER COVERAGE. 4. REMOVE ALL EXISTING SIGNAGE, PICTURES, NAILS, HOOKS, EQUIPMENT, ETC., LEFT BEHIND FROM PRIOR TENANT, FROM ALL CODE SUMMARY WALLS, DOORS, DOOR FRAMES, STRUCTURAL, AND CONCRETE CEILING. CONTACTS Shorenstein Realty Services - - - One SW Columbia Street,Suite 300 CONSTRUCTION CODE 2010 OREGON STRUCTURAL SPECIALTY CODE ZONING MUE-1 BUILDING MANAGEMENT: CONTRACTOR: ARCHITECT: Portland, Oregon 97258 1. PERFORM ALL WORK IN ACCORDANCE WITH ESTABLISHED BUILDING STANDARDS FOR TENANT IMPROVEMENTS. SHORENSTEIN REALTY SERVICES, L.P. RUSSELL CONSTRUCTION, INC GBD ARCHITECTS, Incorporated 5335 Meadows Road 20915 SW 105th Ave 1120 NW Couch Street FIRE PROTECTION SMOKE DETECTION SYSTEM 2. ALL DIMENSIONS ARE TO FACE OF FINISHED SURFACE UNLESS NOTED OTHERWISE. ALL PARTITIONS TERMINATE AT THE AUTOMATIC SPRINKLER SYSTEM Suite - 275 Tualatin, Oregon 97062 9511 Suite 300 UNDERSIDE OF THE EXISTING SUSPENDED CEILING UNLESS OTHERWISE NOTED. Lake Oswego, Oregon 97035 Phone: 503/692-9002 Portland, Oregon 97209 Lincoln Center- Four Lincoln AREA SUITE 112: 2,359 USF CONSTRUCTION TYPE: 2 B 3. MECHANICAL, ELECTRICAL AND FIRE PROTECTION SYSTEMS INDICATED ARE FOR INFORMATION ONLY. THESE SYSTEMS ARE Fax: 503/692-9008 SUB-CONTRACTOR DESIGN/BUILD AND ARE TO BE SUBMITTED UNDER SEPARATE PERMIT, UNDER THE MASTER PERMIT FOR Phone: 503/619-3200 Phone: 503/224-9656 10250 SW Greenburg Road THIS PROJECT. IT IS THE RESPONSIBILITY OF THE DESIGN BUILD SUB-CONTRACTOR TO OBTAIN THESE PERMITS. Contact: Donn Sturdivant g STORIES 3 / Fax: 503/619-3210 Fax: 503/299-6273 CONTRACTORS SHALL VERIFY SIZES AND LOCATIONS OF ALL MECHANICAL AND ELECTRICAL EQUIPMENT, BOTH EXISTING AND Email: Dsturdivant @russellconstruction.com Tigard, Oregon 97224 NEW Contact: Andrea O'Neil Contact: Whit Middlecoff g g OCCUPANT LOAD OCCUPANT LOAD FACTOR: 100 EGRESS - SUITE 112: NUMBER OF REQUIRED EXITS: 1 Cell Phone: 503/519-9506 Cell Phone: 503/758-9053 SUITE 110 OCC. LOAD: 24 4. MAINTAIN 100% ALARM COVERAGE. Email: aoneil®shorenstein.com Email: whit®gbdarchitects.com N ET2 V A U LT 5. ALL WALLS, DOORS, FLOORS, CEILINGS WITHIN THE LIMITS OF WORK NOTED, ARE TO BE PATCHED, PLASTERED, SANDED AND PREPARED READY FOR THE NEW FINISH SPECIFIED. 1ST FLOOR, SUITE 112 GENERALNOTES THEKFOLLOWINGY E ERAL NOTESEAPPLY THE ACHIVI DRAWING IN THIS 6. PROVIDE EXIT SIGNS AND EMERGENCY LIGHTING SYSTEM IN CONFORMANCE WITH CITY OF TIGARD REQUIREMENTS. EGRESS P LA N 7. THE DESIGN OF ALL SEISMIC BRACING AND SUPPORTS FOR CEILING, MECHANICAL AND ELECTRICAL ITEMS AND PARTITIONS IS A. ALL WORK IN THIS BUILDING IS TO BE PERFORMED UNDER THE CITY OF TIGARD PERMIT PROGRAM. A MASTER PROJECT THE RESPONSIBILITY OF THE RESPECTIVE CONTRACTOR/VENDOR TO MEET CITY OF TIGARD BUILDING CODE. � Qt\ AR NUMBER WILL BE ISSUED FOR THE PROJECT. ALL OTHER DESIGN BUILD PERMITS ARE TO BE TAKEN OUT AS SEPARATE v tl PERMITS UNDER THE MASTER PROJECT NUMBER. 8. SEAL ALL THROUGH FLOOR / RATED-WALL PENETRATIONS WITH RATED ASSEMBLIES AS REQUIRED TO MAINTAIN THE LIMITS OF WORK---\ INTEGRITY OF FLOOR / WALL ASSEMBLY. �' B. MECHANICAL WORK IS PROVIDED THROUGH A CONTRACTOR DESIGN BUILD SYSTEM. MECHANICAL WORK INDICATED IN THESE i---� CRAIG L. DAVIS DOCUMENTS IS FOR INFORMATION ONLY. MECHANICAL CONTRACTOR IS TO FIELD VERIFY ALL EXISTING CONDITIONS AND 9. DOORS OR OPENINGS LOCATED BY A WALL AT A RIGHT ANGLE ARE TO BE INSTALLED 4 INCHES FROM SAID CONDITION. THIS PROVIDE ENGINEERED DRAWINGS TO MEET THE DESIGN DEPICTED IN THESE DOCUMENTS AND ALL CITY OF TIGARD BUILDING CONDITION IS TYPICAL AND WILL NOT BE DIMENSIONED. 11 r_' mil II "� CODE REQUIREMENTS. MECHANICAL CONTRACTOR IS TO MEET ALL CITY OF TIGARD SUBMITTAL REQUIREMENTS FOR DESIGN 10. ALL NEW AND EXISTING DOORS TO BE SOLID CORE FLUSH TO MATCH BUILDING STANDARD AND HAVE BUILDING STANDARD pow PORTLAND, OREGON BUILD PROJECTS, AND SUBMIT PROJECT TO CITY OF TIGARD. MECHANICAL DESIGN BUILD DRAWINGS SHALL BE SUBMITTED, LEVER HARDWARE II i � ��e see L ��e��e II 2a 3008 AND APPROVED BY THE OWNER'S CONSTRUCTION MANAGER AND ARCHITECT, PRIOR TO ISSUING TO THE CITY OF TIGARD FOR II -- - - - --q 1 I II �f� O� O��s PERMIT. 11. UTILIZE ZERO VOC PAINT SYSTEMS, INCLUDING PRIMERS AND FINISH PRODUCTS. .__iq 1 � � 12. PROVIDE SOUND INSULATION IN ALL NEW WALLS EXCEPT FOR LOW OR PARTIAL HEIGHT PARTITIONS. I � p C. PLUMBING WORK IS PROVIDED THROUGH A CONTRACTOR DESIGN BUILD SYSTEM. PLUMBING WORK INDICATED IN THESE i I DOCUMENTS IS FOR INFORMATION ONLY PLUMBING CONTRACTOR IS TO FIELD VERIFY ALL EXISTING CONDITIONS AND PROVIDE e • H ' I I I ENGINEERED DRAWINGS TO MEET THE DESIGN DEPICTED IN THESE DOCUMENTS AND ALL CITY OF TIGARD BUILDING CODE 13. EDGE-BANDING ON ALL CASEWORK IS TO MATCH THE VERTICAL SURFACES UNLESS OTHERWISE NOTED. : I �NM , REQUIREMENTS. PLUMBING CONTRACTOR IS TO MEET ALL CITY OF TIGARD SUBMITTAL REQUIREMENTS FOR DESIGN BUILD ■-' = � , PROJECTS, AND SUBMIT PROJECT THROUGH THE CITY OF TIGARD PERMIT PROGRAM. MAINTAIN 100% SPRINKLER COVERAGE THROUGHOUT BUILDING. PLUMBING DESIGN BUILD DRAWINGS SHALL BE SUBMITTED, REVIEWED AND APPROVED BY THE Vim■ M� 1 II OWNER'S CONSTRUCTION MANAGER AND ARCHITECT, PRIOR TO ISSUING TO THE CITY OF TIGARD FOR PERMIT. �_ li D. ELECTRICAL WORK IS PROVIDED THROUGH A CONTRACTOR DESIGN BUILD SYSTEM. ELECTRICAL WORK INDICATED IN THESE DOCUMENTS J a DOCUMENTS IS FOR INFORMATION ONLY. ELECTRICAL CONTRACTOR IS TO FIELD VERIFY ALL EXISTING CONDITIONS AND - ��, - = u l PROVIDE ENGINEERED DRAWINGS TO MEET THE DESIGN DEPICTED IN THESE DOCUMENTS AND ALL CITY OF TIGARD BUILDING „ r l��_L-�_II CODE REQUIREMENTS. ELECTRICAL CONTRACTOR IS TO MEET ALL CITY OF TIGARD SUBMITTAL REQUIREMENTS FOR DESIGN 0 'I I BUILD PROJECTS, AND SUBMIT PROJECT THROUGH THE CITY OF TIGARD PERMIT PROGRAM. ELECTRICAL DESIGN BUILD 0 II- ui i " n DRAWINGS SHALL BE SUBMITTED, REVIEWED AND APPROVED BY THE OWNER'S CONSTRUCTION MANAGER AND ARCHITECT PRIOR % _ 1 i-__--.I'' _ __ __� TO ISSUING TO THE CITY OF TIGARD FOR PERMIT. I • � / _ � L-J E. EXIT AND EGRESS LIGHTING SYSTEM ARE TO BE INSTALLED TO MEET THE IBC AND PRESCRIPTIVE LIGHTING PATH (IBC 2007.) 1 ■ EGRESS PLAN IS INDICATED IN THESE DOCUMENTS. • F. MAINTAIN EXISTING BUILDING FIRE AND LIFE SAFETY SYSTEMS INCLUDING, BUT NOT LIMITED TO SPRINKLER SYSTEMS, SMOKE , ,_.; REVISIONS DETECTION SYSTEMS, SMOKE EVACUATION SYSTEMS, EXITING SYSTEMS AND EMERGENCY ANNUNCIATION SYSTEMS. 1. Yn 3 G. ALL WORK SHALL CONFORM TO APPLICABLE BUILDING CODES AND ORDINANCES, AS MODIFIED FOR THIS BUILDING ON - ' ,i RECORD AT THE CITY_.OF TIGARD. IN CASE OF CONFLICT WHERE THE METHODS OR STANDARDS OF INSTALLATION OF THE DATE a MATERIALS SPECIFIED DO NOT EQUAL OR EXCEED THE REQUIREMENTS OF THE LAWS OR ORDINANCES, THE LAW OR wI - rJ ' • OCTOBER 14, 2013 O ORDINANCE SHALL GOVERN. NOTIFY ARCHITECT OF CONFLICTS. [ ; - O H. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY EXISTING CONDITIONS. NO ALLOWANCE WILL BE MADE FOR �� J /n UNFAVORABLE CONDITIONS OR EVENT WHICH MIGHT HAVE BEEN DISCOVERED THROUGH A THOROUGH EXAMINATION OF THE I IN PROJECT NUMBER 0) SITE. CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR THE CONSEQUENCES OF ACTING ON CONCLUSIONS DRAWN 1 o FROM INFORMATION AVAILABLE AT THE TIME. 3 _ - - =J I ® 20094874 Q I. NOTIFY THE ARCHITECT IN WRITING, OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH WORK. II _ f 0 �C- M J. PROVIDE ALL LABOR, TRANSPORTATION, EQUIPMENT AND SERVICES NECESSARY TO PERFORM WORK SHOWN ON THE DRAWINGS II R AND DESCRIBED HEREIN. • • II MECHANICAL _ o I ! 1---1 U II J r _ e ► D < 1. MECHANICAL AND FIRE PROTECTION SYSTEM WORK INDICATED IS FOR INFORMATION ONLY. CONTRACTORS SHALL VERIFY . F it._ - II cw SIZES AND LOCATIONS OF ALL EQUIPMENT, BOTH EXISTING AND NEW. THESE SYSTEMS ARE SUB-CONTRACTOR DESIGN/BUILD T - II nn w AND ARE TO BE SUBMITTED UNDER SEPARATE PERMIT. IT IS THE RESPONSIBILITY OF THE DESIGN/BUILD SUB-CONTRACTOR w - 1 Z TO OBTAIN THESE PERMITS. DESIGN BUILD DRAWINGS SHALL BE SUBMITTED, REVIEWED AND APPROVED BY THE OWNER'S - _II VV E CONSTRUCTION MANAGER AND ARCHITECT PRIOR TO SUBMITTING TO THE CITY OF TIGARD FOR PERMIT. J f I�_ H ` 2. CONTRACTOR TO PROVIDE CFM DELIVERY FOR EACH REGISTER ON THE MECHANICAL DB DRAWINGS. II A R C H I T E C T S Ii- 1 _ II VICINITY PLAN NC?TH 3. ALL MECHANICAL PLANS ARE TO BE SUBMITTED FOR APPROVAL BY THE OWNERS' CONSTRUCTION MANAGER AND ARCHITECT li ■ ■ '- = _ _ _ = = - = - _ _ = - _ _ _ PRIOR TO COMMENCEMENT OF MECHANICAL WORK. LEGEND 1120 NW Couch Street . r: t i l I 4. CONTRACTOR TO SUBMIT ALONG WITH BID. NUMBER OF EXISTING AND PROPOSED VAV BOXES AND TERMINAL UNITS Suite 300, Portland Q CONTEMPLATED AS PART OF DESIGN BUILD CONTRACT. EXIT R 9 7 2 0 9 1:1 ► Z Tel: (503) 224.9656 a: ELECTRICAL DENOTES AREA OF MIN 3 -8 WIDE EGRESS PATH Fax: (503) 299.6273 -1- www.gbdarchitects.com 1 .11 1. ELECTRICAL WORK INDICATED IS FOR INFORMATION ONLY CONTRACTORS SHALL VERIFY SIZES AND LOCATIONS OF ALL J / c EQUIPMENT, BOTH EXISTING AND NEW THESE SYSTEMS ARE SUB-CONTRACTOR DESIGN/BUILD AND ARE TO BE SUBMITTED PROVIDE EGRESS ILLUMINATION ALONG EXIT PATH NOT LESS THAN ( 1 ) FOOT © r `, - 13 O UNDER SEPARATE PERMIT. IT IS THE RESPONSIBILITY OF THE DESIGN/BUILD SUB-CONTRACTOR TO OBTAIN THESE PERMITS. C DESIGN BUILD DRAWINGS SHALL BE SUBMITTED, REVIEWED AND APPROVED BY THE OWNER'S CONSTRUCTION MANAGER AND CANDLE MEASURED CONTINUOULY AT THE WALKING SURFACE. .- r i' r CITY_O_F TIGARD Approved r1 ARCHITECT PRIOR TO SUBMITTING TO THE CITY OF TIGARD FOR PERMIT. A- 1 co Q , 2. ALL NEW ELECTRICAL OUTLETS TO BE MOUNTED AT +18" UNLESS NOTED OTHERWISE. Conditionally Approved-�,„„,,:[ [ o, Bee Leger to:Follow. [ ) 0 ao 3. ALL RECEPTACLES, SWITCHES AND COVERS TO BE BUILDING STANDARD AND MATCH IN COLOR. FIELD VERIFY COLOR UNLESS Att._h�. .„ 0 1 OTHERWISE NOTED. PeroitNUmber:14 Grit as :a. cv Ad, ._:• ♦ f-r C- 3 112 � 0 ���ll ' '" ' ' ,� t Tenant Approval I d N ( I I, a 4. SWITCHING FOR ALL LIGHT FIXTURES TO BE COORDINATED BETWEEN ARCHITECTURAL AND ELECTRICAL DRAWINGS PRIOR TO By 'C'�� Date: • i i "i ,g BEGINNING OF WORK. CONFIRM W/ ARCHITECT. d �t EL 5 MODIFY EMERGENCY EGRESS LIGHTING AS NECESSARY TO MATCH PRESCRIBED PATH AND TO CONFORM WITH IBC 2003 SEE pans 0 .j u.. . shall be on Date ''�� ; ' °' ' " 'bin I„i �a ' EGRESS PLAN FOR EGRESS LIGHTING PATH. djob site. Approved Q a 1 „� �, n O , ;� �,1111 1 III�I 1 6. CONTRACTOR TO GET FIRE LIFE SAFETY DESIGN PRICING AND DEVICE COUNT FROM SEIMENS. ELECTRICAL CONTRACTOR TO INCLUDE FIRE LIFE SAFETY IN IT'S BID. OFFICE COPY GENERAL BUILDING NOTES: A. NEW DOORS TO MATCH EXISTING. FIELD VERIFY DOOR DIMENSIONS AND STYLE. B. NEW DOOR HARDWARE FINISH TO MATCH EXISTING FINISH OF OTHER DOORS IN SUITE. S N O R E S T E I N` • ■ - C. INSTALL SUSPENDED ACOUSTICAL TILE CEILINGS TO MATCH (EXISTING) AFF I Wit W Wv'i 1 UNLESS NOTED OTHERWISE. , , D. FURNITURE N.I.C. AND SHOWN FOR REFERENCE ONLY,__ ..., H- E. FOR SEISMIC BRACING OF SUSPENDED CEILING AND INTERSTITIAL EQUIPMENT `_° OFFCE N = W OFFICE so, itIo 'Fli'co tts "� FFI Hd d SEE DETAIL ON SHEET A-3. Shorenstein Realty Services F. CENTER ALL RELOCATED DOWN LIGHTS, FIRE SPRINKLER HEADS, SMOKE one SW Columbia Street,Suite 300 �° DETECTORS AND ALL OTHER CEILING PENETRATIONS IN CENTER OF 2X2 TILE Portland, Oregon 97258 T� _ Q — _ UNLESS NOTED OTHERWISE. 1 IL G. REPLACE DAMAGED AND SOILED CEILING TILES WHERE AFFECTED BY • CONSTRUCTION TO MATCH EXISTING. +56 p A _ti Lincoln -enter Four Lincoln e EXIST. T 10250 SW Greenburg Road — O ell - T.I. REFERENCE NOTES e. © _ __ J L J L 1 J L J -L-1---J----L-1 -- - Tigard, Oregon 97224 GO I OD 0 SHAMPOO ALL EXISTING CARPET IN SUITE. CLEAN ALL WALL BASE IN .� OFFICE q BREAK N+•, ,._. ° o FS SUITE. � 114 N+/g1 + „1 . r r r 1 L J 1 L J_ 0;4,41 J-H - 112 - L-1 -- 2 NEW AND EXISTING WALLS IN SUITE. N ET2V/AU LT .�, N 0 PAINT ALL N N m CPT VCT._ 1ST FLOOR, SUITE 112 IX 4!� W I 0 PROVIDE AND INSTALL BUILDING STANDARD PLASTIC LAMINATE UPPER AND I f -r r r -1 r T --- l i T - 4) B IBF� T / I LOWER CASEWORK AND SINK. PROVIDE DEDICATED OUTLET FOR TENANT'S• MICROWAVE. _ � DAk '� N W OPEN 6' OFFICE CO r t r 1 'r , r r 7 r0Or r r r r I I C CO i = 0 PROVIDE AND INSTALL BUILDING STANDARD VCT FLOORING IN OPEN BREAK c.� ,'', OFFICE 108 _ 0 • �%� AREA TO EXTENTS INDICATED. ~ CRAIG L. DAVIS - ® �( w ?- -. _ --r--- I- -I --r--- --r---r--- --r---r---r —r—r---�-- —r—r -- I a �• _. �= M,,' I 0Q REMOVE AND PATCH STRING OF BLANK OUTLETS. ' PoRTAN , oRECON •cf)Q W 0,_ © °_ Hioif° ° � 3008 I m _e�z: __ r r r r t r r r 7 r r� ZfAiler'r , � �, � __ ADD ALTERNATES ��' OP Q��' co �', A9, Q PROVIDE AND INSTALL BUILDING STANDARD ADA COMPLIANT T Q ( DISHWASHER AND ASSOCIATED ELECTRICAL OUTLET. • I • o II- Cr) /T7 --------}-4- 'L O OFFICE ' WAITING 0 0 0 (0,)L o 106 OFFICE 102 I CO 104 L- L J L J } J L 1 L 1 ____4 x 1 1 ] H e _ N _. 0 , , Or 0 N� op I1 m B = 1= a Q REVISIONS rn 3 DATE o.__ 1 PARTIAL 1ST FLOOR PLAN 2 PARTIAL 1ST FLOOR REFLECTED CEILING PLAN OCTOBER 14, 2013 U 1/8” , » z 1/8" , » z 0 1/8 = 1 -0 WHEN PRINTED ON 22 x 34 PAPER 1/8 = 1 -0 WHEN PRINTED ON 22 x 34 PAPER o LEGEND PROJECT NUMBER OFFICE ROOM NAME 0 ARCHITECTURAL PLAN 3 510A --ROOM NUMBER REFERENCE NOTE 2OO94S7 4 2 o v - ELEVATION REFERENCE l 1 \ REVISION NUMBER 0 6 EQ.8 -0 . f- SHEET REFERENCE CPT-1 FLOORING TRANSITION 04--DETAIL REFERENCE Rig, --SHEET REFERENCE CHANGE z X GBD EXISTING PARTITION OR DUPLEX �.. \u� \,}� ;DQEUNA0DTEPsOWNEE:c i _� OBJECT TO BE REMOVED fl EXISTING PARTITION TO ARCHITECTS nlln REMAIN j/,n,�\` \ _ oN VOICE/DATA ROUGH-IN N Nr <.N \ /z.> \ �� 1120 NW Couch Street 0 NEW BUILDING STANDARD c PARTITION $ SWITCH Suite 300, Portland Q 0 • - - BUILDING STANDARD RELITE .� w FLOOR MONUMENT OUTLET 0 R 9 7 2 0 9 EXISTING DOOR AND FRAME BF FURNITURE OUTLET (BASE Tel (503) 224.9656 O 1'-4" 3'-O" 2'-0" Fax (503) 299.6273 ♦ 8,—O" TO REMAIN FEED) www.gbdarchitects.com i 0 3 INTERIOR ELEVATION F]-]- ACOUSTIC CEILING GRID a EXISTING RECESSED CEILING 1/4" = 1 -0 LIGHT FIXTURE EXISTING 2X4 CEILING LIGHT E • NEW OR RELOCATED EXIT SIGN. A-2 ao Q. • FIXTURE TO REMAIN a o 0 EXIT SIGN gco w NEW OR RELOCATED 2X4 �, ' CEILING LIGHT FIXTURE y EXIT SIGN TO BE REMOVED o2 N CO OR RELOCATED Tenant Approval r--.. -,l 2X4 LIGHT FIXTURE TO BE SMOKE DETECTOR iz r REMOVED OR RELOCATED o SPEAKER Date U O ----' � ©EXISTING 2X2 CEILING HVAC FIRE STROBE DIFFUSER TO REMAIN , , 2,_�" "At go.., r / % 11 r •COOS. INSULATION 4 -0,� EACH SIDE OF BUILDING STANDARD ADA COMPLIANT FIXTURE ,111,1,,,,,,, �,p,,,,,,,,r,I INSULATED PARTITIONS. SUSPENDED ACOUSTIC CEILING SYSTEM c-------------- PLASTIC LAMINATE BACKSPLASH c,x i s SORE s r t F i; �� ETAL J BEAD ONT. x " WIDE NEOPRENE GASKET Ji-jI \ BUILDING STANDARD ADA COMPLIANT SINK rli.:' EAD TRACK _- DO NOT SCREW GYP. BD. TO RUNNER CHANNEL. "' - I PREPAINT EXPOSED LEGS FIAT BLACK MELAMINE BACK AND SIDE PANELS X FINISH SCHEDULE ...I r i" TYPE "X" GYPSUM BOARD ON 23" METAL Shorenstein Realty Services ELEVATIONS o !IA ,•, ' STUDS 0 24" O.C. One SW Columbia Street,Suite 300 PLASTIC i ,. '► 4 ACOUSTICAL INSULATION. ROOM#i NAME FLOOR BASE N E S W CEILING LAMINATE REMARKS `" :�,`jf,I Portland, Oregon 97258 RUBBER BASE (SEE FINISH SCHEDULE) 102 WAFTING;_ CPT1 RB P1 PI P1 P1 ACTT '.. PLASTIC LAMINATE DOOR •► CONTINUOUS ACOUSTIC SEALANT UNDER BOTTOM 104 OFFICE CPT1 .� RB P1 Pt � P1' PI ACT1 .. - ,► TRACK AND BOTTOM OF GYP. BD. AT INSULATED 106, OFFICE CPTI RB P1 Pi P1 P1 ACT1 � _ -� :�I f PARTITION ONLY 108 OPEN OFFICE CPT1 RB P1 W Pi P1 P1 ACT1 :.1 ., CARPET (SEE FINISH SCHEDULE) ' 110 OFFICE CPT1 ._ RB P1.. P1 P1 P1 ACTT - i —� Lincoln Center- Four Lincoln a 112 OFFICE CPT1 RB P1 PI P1 P1 ACT# - EXISTING CONCRETE SLAB FLOOR 114 BREAK VCT RB P1 PI PI PI ACT1 PL1/PL2 10250 SW Greenburg Road 116 OFFICE CPT1 RB M Pi P1' P'i v ACT1 118 OFFICE CPT1 RB M _ PI P1 PI ACT1 5 CASEWORK SECTION 1 TYP INTERIOR PARTITION Tigard, Oregon 97224 3/4" = 1 '_0" 1 -1/2" = 1 '_0" WHERE GYP. BOARD N ET2VAU LT WALL OCCURS Ii 1ST FLOOR, SUITE 112 \ , •S l DOUBLE STUD AT JAMB, TYP. ; I , FINISH LEGEND \ --•r-- WiD ARc CODE PRODUCT DESCRIPTION REMARKS \ �- BUILDING STANDARD HOLLOW MTL ' ACT1 TO MA"'CH EXISTING ACOUSTICAL CEILING TILE REPLACE STAINED OR DAMAGED TILES I'- - I KNOCKDOWN FRAME � CRAIG L. DAVIS' CPT1 Existing to remain CARPET SHAMPOO , PI ICI g GENERAL WALL PAINT 1'-1" o .� ► 7 #1 oYY win 175 / 'r •1 c; �. PORTLAND, OREGON �, Highland Plains .. .. . . . . .. ° . 4 3008 9 CONTINUOUS WOOD CLEATS. ATTACH ° m ��� � a o PL1 Pionite PLASTIC LAMINATE-COUNTERTOPS _ TO EACH CABINET SECTION AND EACH �1� �?A kit#AT371 , • METAL STUD. \ I_I OF Cressida Suede , PLASTIC LAMINATE CABINET DOOR W/ „ PL2 Wilsonart PLASTIC LAMINATE-CABINETS WIRE PULLS BUILDING STANDARD HOLLOW MTL z KNOCKDOWN FRAME #7952K.-I8 (2) 3/4" ADJUSTABLE MELAMINE SHELVES Asian sand cv I'"Mr I RB Existing to remain RUBBER BASE STRAIGHT IN CARPETED AREAS. COVED : .�... ... i I IN RESILIENT FLOOR AREAS VCT Armstrong'! VINYL COMPOSITE TILE ,. • CABINET DOOR TO ALIGN W/ CABINET Imperial Texture BOTTOM 2 TYP INTERIOR DOOR/RELITE Standard Excelon '� ,.:.. . , #51858 Sondrift White 1 -1/2" V-0" -0" If `1 PLASTIC LAMINATE BACKSPLASH EXISTING STRUC. DECK N / 2.-1" ABOVE. PLASTIC LAMINATE COUNTERTOP --(2) #10 SHT MTL SCREWS, f� OR 3/16" SHOT ANCHORS \ :,�, r�•:•� W/ 1 1/8 EMBEDMENT ,w ...-----ALTERNATE 45 DEG METAL STUDS, 8'-0" O.C.. REVISIONS 3 \� \� 2 10 SHEET METAL - PLASTIC LAMINATE DOORS W/ WIRE PULLS O # N l - _ x t SCREWS DATE r (1) 3/4" ADJUSTABLE MELAMINE SHELF \'/ 1 OCTOBER 14, 2013 U N 0 N ^1 CEILING LEVEL U RUBBER BASE PROJECT NUMBER � I . ... .. . . . . . , � f _I PAINT (TRACK STUD) REVEAL BLACK 20094814 •3 �- - USE "PARTITION CLIP" OVER GRID T-BAR FOR TRACK 0 /3/ STUD ATTACHMENT 0 6 CASEWORK SECTION 3 WALL BRACING DETAIL Q 3/4" = 1 '—O" N T S N Z GBD "(Si MODEL: DONN DX ARCHITECTS DUTY: MAIN TEE - HEAVY DUTY CONNECTION DEVICES TO BE CROSS TEE - HEAVY DUTY ▪I OF AN APPROVED TYPE AND MAX. DESIGN FIXTURE WEIGHT 75 LBS. -t ACTUAL MAX. FIXTURE WEIGHT: SEPERATELY SUPPORTED U 2'-1" HAVE 100# CAPABILITY CONNECTOR AT TOP OF WIRE: 3/16 SHOT ANCHOR W/ 1 1/8" EMBEDMENT 1 120 NW Couch Street J SEISMIC STRUT: 3/4" CONDUIT W/ POSITIVE CONNECTION TO GRID Suite 300, Portland VERTICAL STRUT AT < PLASTIC LAMINATE 12'-0° O.C. EACH BUILDING STRUCTURE 0 R 9 7 2 0 9 COUNTERTOP. ♦ \ WAY COUNTERSLOPE HANGERS IF MORE Tel: (503) 224.9656 0 1 ........ .... .. ...4':-:-:-TTT. ,. THAN 1:6 OUT OF PLUMB I I- MELAMINE DRAWER INTERIOR LATERAL BRACING ® 00/PFP- I c� *14 SECURE ALL HANGERS TO FpX: (503) 299.6273 �t w BUILDING STRUCTURE www.gbdarchitects.com ADDITIONAL HANGERS ALL ' TRAPEZE DUCTWORK AND PLASTIC LAMINATE DRAWER MEMBERS WITHIN 8" OF OTHER LARGE OBSTRUCTIONS. c FACE PANELS BOTH FACES PERIMETER , O o AND EDGES ON ALL CROSS RUNNERS FIT i EXPOSED SURFACES POP RIVET RUNNER TO i" i l BETWEEN MAIN RUNNERS J N WALL ANGLE AT 2 ADJACENT WALLS, FASTEN CLOSURE I ANGLE W/ #6 SCREWS 8" 4'-0" O.C. 4'-0" O.C. " A 3 MAIN RUNNERS AT / # 4-0 O.C. SUPPORT co E w DIRECTLY TO WALL FRAMING Iv1A (5'-0" O.C.) (5'-0" O.C.)` WITH #12 WIRE AT OR PROVIDE STRUT ' .. . .. .. . . � 6'-0" MAX 12'-0" O.C. EACH WAY 4-0 O.C. OR WITH L r STABILIZER BAR BWEEN ' LATERAL BRACING AT 12'-0" O.C. EACH WAY. MAIN > 10 WIRE AT 5'-0° 0 )' �� RUBBER BASE ALL MEMBERS AT PERIMETER RUNNER TO STRUCTURE. BEGIN BRACING WITHIN 6'0" O.C. CO M OF PERIMETER AND 2'-0" FROM CROSS MEMBER. N Tenant Approval W 7 CASEWORK SECTION 4 LATERAL BRACING FOR SUSPENDED CEILINGS 0 3/4" = 1 '-0" NTS Date r U 0