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Plans (4) I' BUP20 ,1 ,2 - 00237 DRAWING INDEX DEMOLITION �'CEIVED 1. EXISTING STRUCTURE TO BE LEFT UNDISTURBED AND INTACT. PERFORM NO DEMOLITION THAT MAY COMPROMISE THE 3 7 A-1 CODE SHEET & GENERAL INFORMATION STRUCTURAL INTEGRITY OF THE BUILDING WITHOUT WRITTEN APPROVAL OF THE ARCHITECT / ENGINEER. CI�Y�� A-2 FLOOR PLAN 2• TENANT IMPROVEMENT FOR BuILDINGTI�� EXTREME CARE SHALL BE TAKEN BY THE CONTRACTOR TO PROTECT ALL EXISTING AREAS TO REMAIN FROM DAMAGES THAT SHORE STEIN DIVISION A-3 REFLECTED CEILING PLAN MIGHT OCCUR DURING DEMOLITION. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR ALL AREAS THAT HAVE BEEN FIDELITY T 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 WALLS, DOORS, DOOR FRAMES, STRUCTURAL, AND CONCRETE CEILING. Shorenstein Realty Services One SW Columbia Street,Suite 300 CODE SUMMARY CONSTRUCTION CONTACTS Portland, Oregon 97258 CODE 2010 OREGON STRUCTURAL SPECIALTY CODE ZONING MUE-1 1. PERFORM ALL WORK IN ACCORDANCE WITH ESTABLISHED BUILDING STANDARDS FOR TENANT IMPROVEMENTS. BUILDING MANAGEMENT: CONTRACTOR: ARCHITECT: 2. ALL DIMENSIONS ARE TO FACE OF FINISHED SURFACE UNLESS NOTED OTHERWISE. ALL PARTITIONS TERMINATE AT THE SHORENSTEIN REALTY SERVICES, L.P. RUSSELL CONSTRUCTION, INC GBD ARCHITECTS, Incorporated FIRE PROTECTION SMOKE DETECTION SYSTEM UNDERSIDE OF THE EXISTING SUSPENDED CEILING UNLESS OTHERWISE NOTED. 5335 Meadows Road 20915 SW 105th Ave 1120 NW Couch Street Lincoln Center- Five Lincoln AUTOMATIC SPRINKLER SYSTEM Suite - 275 Tualatin, Oregon 97062-9511 Suite - 300 AREA SUITE 110: 3,909 USF3. MECHANICAL, ELECTRICAL AND FIRE PROTECTION SYSTEMS INDICATED ARE FOR INFORMATION ONLY. THESE SYSTEMS ARE Lake Oswego, Oregon 97035 Ph503/228.3413 Portland, Oregon 97209 10200 SW Greenburg Road CONSTRUCTION TYPE: 2-B one:SUB-CONTRACTOR DESIGN/BUILD AND ARE TO BE SUBMITTED UNDER SEPARATE PERMIT, UNDER THE MASTER PERMIT FOR / THIS PROJECT. IT IS THE RESPONSIBILITY OF THE DESIGN/BUILD SUB-CONTRACTOR TO OBTAIN THESE PERMITS. Fax: 503/228.2770 Tigard, Oregon 97224 STORIES 7 Contact: Donn Sturdivant CONTRACTORS SHALL VERIFY SIZES AND LOCATIONS OF ALL MECHANICAL AND ELECTRICAL EQUIPMENT, BOTH EXISTING AND Phone: 503/619-3200 Phone: 503/224-9656 NEW. Fax: 503/619-3210 Email: Dsturdivant®russellconstruction.com Fax: 503/299-6273 OCCUPANT LOAD OCCUPANT LOAD FACTOR: 100 4. MAINTAIN 100% SPRINKLER COVERAGE Contact: Andrea O'Neil Contact: Whit Middlecoff EGRESS NUMBER OF REQUIRED EXITS: 1 Cell Phone: 503/519-9506 Cell Phone: 503/758-9053 FIDELITY TITLE OCCUPANT LOAD: 39 5. ALL WALLS, DOORS, FLOORS, CEILINGS WITHIN THE LIMITS OF WORK NOTED, ARE TO BE PATCHED, PLASTERED, SANDED AND Email: aoneil@shorenstein.com Email: whit@gbdarchitects.com 1 ST FLOOR SUITE 110 PREPARED READY FOR THE NEW FINISH SPECIFIED. � 6. PROVIDE EXIT SIGNS AND EMERGENCY LIGHTING SYSTEM IN CONFORMANCE WITH CITY OF TIGARD REQUIREMENTS. THE FOLLONGGENERAL NOTES PACKAGE. THY DO GENSRAL NOT REAPPEARNOTESPLY ON TOHE IINDIVIIDUALEACHINET SHEETS. 7. THE DESIGN OF ALL SEISMIC BRACING AND SUPPORTS FOR CEILING, MECHANICAL AND ELECTRICAL ITEMS AND PARTITIONS IS THE RESPONSIBILITY OF THE RESPECTIVE CONTRACTOR/VENDOR TO MEET CITY OF TIGARD BUILDING CODE. �THE A. ALL WORK IN THIS BUILDING IS TO BE PERFORMED UNDER THE CITY OF TIGARD PERMIT PROGRAM. A MASTER PROJECT NUMBER WILL BE ISSUED FOR THE PROJECT. ALL OTHER DESIGN BUILD PERMITS ARE TO BE TAKEN OUT AS SEPARATE 8. SEAL ALL THROUGH L OR / RATED-WALL PENETRATIONS WITH RATED ASSEMBLIES AS REQUIRED TO MAINTAIN THE EGRESS PLAN PERMITS UNDER THE MASTER PROJECT NUMBER. INTEGRITY OF FLOOR WALL ASSEMBLY. RAIG 1. D B. MECHANICAL WORK IS PROVIDED THROUGH A CONTRACTOR DESIGN BUILD SYSTEM. MECHANICAL WORK INDICATED IN THESE 9. DOORS OR OPENINGS LOCATED BY A WALL AT A RIGHT ANGLE ARE TO BE INSTALLED 4 INCHES FROM SAID CONDITION. THIS • DOCUMENTS IS FOR INFORMATION ONLY. MECHANICAL CONTRACTOR IS TO FIELD VERIFY ALL EXISTING CONDITIONS AND CONDITION IS TYPICAL AND WILL NOT BE DIMENSIONED. PO LA D, OREGON PROVIDE ENGINEERED DRAWINGS TO MEET THE DESIGN DEPICTED IN THESE DOCUMENTS AND ALL CITY OF TIGARD BUILDING 10. ALL NEW AND EXISTING DOORS TO BE SOLID CORE FLUSH TO MATCH BUILDING STANDARD AND HAVE BUILDING STANDARD 3008 �Q MECHANICALCODE REQUIREMENTS. ALL CITY OF TIGARD BUUIILD PROJE TS, AND SUBMITPROJ CTTOCONTRACTOR ISTO OTI ARD• MECHANICAL DESIGN BUILDSUBMITTAL DRAWINGS SHALL REQUIREMENTS FOR LEVER HARDWARE SUBMITTED, OF o4� AND APPROVED BY THE OWNER'S CONSTRUCTION MANAGER AND ARCHITECT, PRIOR TO ISSUING TO THE CITY OF TIGARD FOR 11. UTILIZE LOW VOC PAINT SYSTEMS, INCLUDING PRIMERS AND FINISH PRODUCTS. r' 1� PERMIT. LIMITS OF WORK 12. PROVIDE SOUND INSULATION IN ALL NEW WALLS EXCEPT FOR LOW OR PARTIAL HEIGHT PARTITIONS. C. PLUMBING WORK IS PROVIDED THROUGH A CONTRACTOR DESIGN BUILD SYSTEM. PLUMBING WORK INDICATED IN THESE DOCUMENTS IS FOR INFORMATION ONLY. PLUMBING CONTRACTOR IS TO FIELD VERIFY ALL EXISTING CONDITIONS AND PROVIDE - ENGINEERED DRAWINGS TO MEET THE DESIGN DEPICTED IN THESE DOCUMENTS AND ALL CITY OF TIGARD BUILDING CODE MECHANICAL 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 OWNER'S CONSTRUCTION MANAGER AND ARCHITECT, PRIOR TO ISSUING TO THE CITY OF TIGARD FOR PERMIT. 1. MECHANICAL AND FIRE PROTECTION SYSTEM WORK INDICATED IS FOR INFORMATION ONLY. CONTRACTORS SHALL VERIFY SIZES AND LOCATIONS OF ALL EQUIPMENT, BOTH EXISTING AND NEW. THESE SYSTEMS ARE SUB-CONTRACTOR DESIGN BUILD I ,,I I I I I I 1 AND ARE TO BE SUBMITTED UNDER SEPARATE PERMIT. IT IS THE RESPONSIBILITY OF THE DESIGN/BUILD SUB-CONTRACTOR I `k D. ELECTRICAL WORK IS PROVIDED THROUGH A CONTRACTOR DESIGN BUILD SYSTEM. ELECTRICAL WORK INDICATED IN THESE L_____�_____�_____�_____�_____ DOCUMENTS IS FOR INFORMATION ONLY. ELECTRICAL CONTRACTOR IS TO FIELD VERIFY ALL EXISTING CONDITIONS AND TO OBTAIN THESE PERMITS. DESIGN BUILD DRAWINGS SHALL BE SUBMITTED, REVIEWED AND APPROVED BY THE OWNER'S PROVIDE ENGINEERED DRAWINGS TO MEET THE DESIGN DEPICTED IN THESE DOCUMENTS AND ALL CITY OF TIGARD BUILDING CONSTRUCTION MANAGER AND ARCHITECT PRIOR TO SUBMITTING TO THE CITY OF TIGARD FOR PERMIT. CODE REQUIREMENTS. ELECTRICAL CONTRACTOR IS TO MEET ALL CITY OF TIGARD SUBMITTAL REQUIREMENTS FOR DESIGN BUILD PROJECTS, AND SUBMIT PROJECT THROUGH THE CITY OF TIGARD PERMIT PROGRAM. ELECTRICAL DESIGN BUILD 2. CONTRACTOR TO PROVIDE CFM DELIVERY FOR EACH REGISTER ON THE MECHANICAL DB DRAWINGS. I DRAWINGS SHALL BE SUBMITTED, REVIEWED AND APPROVED BY THE OWNER'S CONSTRUCTION MANAGER AND ARCHITECT PRIORI 1 11 TO ISSUING TO THE CITY OF TIGARD FOR PERMIT. 3. ALL MECHANICAL PLANS ARE TO BE SUBMITTED FOR APPROVAL BY THE OWNERS' CONSTRUCTION MANAGER AND ARCHITECT I I I PRIOR TO COMMENCEMENT OF MECHANICAL WORK. L-----.-_-_- I E. EXIT AND EGRESS LIGHTING SYSTEM ARE TO BE INSTALLED TO MEET THE IBC AND PRESCRIPTIVE LIGHTING PATH. EGRESS PLAN IS INDICATED IN THESE DOCUMENTS. 4. CONTRACTOR TO SUBMIT ALONG WITH BID NUMBER OF EXISTING AND PROPOSED VAV BOXES AND TERMINAL UNITS 0 0 REVISIONS CONTEMPLATED AS PART OF DESIGN BUILD CONTRACT. 3 F. MAINTAIN EXISTING BUILDING FIRE AND LIFE SAFELY SYSTEMS INCLUDING, BUT NOT LIMITED TO SPRINKLER SYSTEMS, SMOKE 0 L 0 a I DETECTION SYSTEMS, SMOKE EVACUATION SYSTEMS, EXITING SYSTEMS AND EMERGENCY ANNUNCIATION SYSTEMS. DATE � NOVEMBER 9, 2012 U G. ALL WORK SHALL CONFORM TO APPLICABLE BUILDING CODES AND ORDINANCES, AS MODIFIED FOR THIS BUILDING ON ELECTRICAL C) RECORD AT THE CITY OF TIGARD. IN CASE OF CONFLICT WHERE THE METHODS OR STANDARDS OF INSTALLATION OF THE , U MATERIALS SPECIFIED DO NOT EQUAL OR EXCEED THE REQUIREMENTS OF THE LAWS OR ORDINANCES, THE LAW OR / ORDINANCE SHALL GOVERN. NOTIFY ARCHITECT OF CONFLICTS. PROJECT NUMBER 1. ELECTRICAL WORK INDICATED IS FOR INFORMATION ONLY. CONTRACTORS SHALL VERIFY SIZES AND LOCATIONS OF ALL H. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY EXISTING CONDITIONS. NO ALLOWANCE WILL BE MADE FOR EQUIPMENT, BOTH EXISTING AND NEW. THESE SYSTEMS ARE SUB-CONTRACTOR DESIGN/BUILD AND ARE TO BE SUBMITTED 3 UNFAVORABLE CONDITIONS OR EVENT WHICH MIGHT HAVE BEEN DISCOVERED THROUGH A THOROUGH EXAMINATION OF THE UNDER SEPARATE PERMIT. IT IS THE RESPONSIBILITY OF THE DESIGN/BUILD SUB-CONTRACTOR TO OBTAIN THESE PERMITS. 20094910 SITE. CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR THE CONSEQUENCES OF ACTING ON CONCLUSIONS DRAWN DESIGN BUILD DRAWINGS SHALL BE SUBMITTED, REVIEWED AND APPROVED BY THE OWNERS CONSTRUCTION MANAGER AND 0 FROM INFORMATION AVAILABLE AT THE TIME. ARCHITECT PRIOR TO SUBMITTING TO THE CITY OF TIGARD FOR PERMIT. - I. NOTIFY THE ARCHITECT IN WRITING, OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH WORK. 2. ALL NEW ELECTRICAL OUTLETS TO BE MOUNTED AT +18" UNLESS NOTED OTHERWISE. J. PROVIDE ALL LABOR, TRANSPORTATION, EQUIPMENT AND SERVICES NECESSARY TO PERFORM WORK SHOWN ON THE DRAWINGS AND DESCRIBED HEREIN. 3. ALL RECEPTACLES, SWITCHES AND COVERS TO BE BUILDING STANDARD AND MATCH IN COLOR. FIELD VERIFY COLOR UNLESS OTHERWISE NOTED. K. SUITE WAS OCCUPIED BY TENANT WHEN FIELD VERIFIED. 4. SWITCHING FOR ALL LIGHT FIXTURES TO BE COORDINATED BETWEEN ARCHITECTURAL AND ELECTRICAL DRAWINGS PRIOR TO LEGEND • 11- BEGINNING OF WORK. CONFIRM W/ ARCHITECT. 5. MODIFY EMERGENCY EGRESS LIGHTING AS NECESSARY TO MATCH PRESCRIBED PATH AND TO CONFORM WITH CODE. SEE , EXIT EGRESS PLAN FOR EGRESS LIGHTING PATH. N ARCHITECTS U 6. CONTRACTOR TO GET FIRE LIFE SAFETY DESIGN PRICING AND DEVICE COUNT FROM SEIMENS. ELECTRICAL CONTRACTOR TO NEEMEEMEMEMEM/A DENOTES AREA OF MIN 3'-8" WIDE EGRESS PATH U VICINITY PLAN INCLUDE FIRE LIFE SAFETY IN IT'S BID. C 1120 NW Couch Street ����P,��<.£d+r� �' :.�37 5;.,M'l �' �°+ I v � �: ��� � Y �. .:,. F .,t��w� ����� .� _. $'avL�Cusi St .,.,��. ` SWLacl,stS - PROVIDE EGRESS ILLUMINATION ALONG EXIT PATH NOT LESS THAN 1 FOOT Suite 300, Portland A I , :I r NORTH Q �^ � � c sw ovgji�� 0 R 9 7 2 0 9 ., „ w, � W _,. s CANDLE MEASURED NTIN LY AT THE WALKING .M� � dnw Y ? d , C S U C O U O U G dare f .rf .,,.. I t' r � � y ,� { _ Tel: (503) 224.9656 O U I , � fl 7, r 2. E 3F , .,pp '^f,{ '� rev'',, ,�'�r �, ri � , � Fax: 503 299.6273 :;k' : ���� "•A , yyF , e^� D www.gbdarchitects.com ,- a, ,,.�.. .. ,. ... CI'TY' ®I' CIGAR A., yiz as ,3E ,�,5., dY�'D,,, 'zr ?^ +. S y5 ,9�'. i+§' ,'w. „¢,"> P, ar,t $, t rT i ,,ku�.�:, {9 e:�a">A � s„t J "`, S. ..� ;:+•. _ '�"S 5 $ ' K � � . ._�k � � � ,&P ,f FIRST FLOOR � ;�, . ,.. t, .. � �s:�. �. _� ,:� �. ,F u � � ,� Approved........�. ................. n.......NAY £. t . � „ k, 9 -, � , Approved '.� Conditionally t',:., �r �#kR: �. 4�'...: See Letter to:Follow. „ ., Attached................ ,+a. ,� a,,, . a [ ] k Permit Number: U . / ' �,. .h ':srn, '.,'. ,, ' � t � ,. �,.. ��� �q'.� $� �. �, Address t"+ n:tel d ,?u 'k g"'p •'; P ,9 L s. ID: r A 1 r 0, ", Q � ££� � � � . ,.r�, �: , By. Date: r a `e, .,,���,,« d, �, ,a��., , �,�� '�:� C ,. NR ,n�_<��- �S, ,��^; Hall Emit , q g, oT , r r,.., .,. z... .. .,. ,...... , , �"�, X S NP ,,a.,.,a �s �t e.Y d ,><.,,:,,a, ,b. �. „ ,.::P t •+": 'r ,t .� ,.t.. %. d t. .,,..: .� ... 'hk,�"t. i�, � "�';nr.,a� r. (i��fy Occupancy Type r h /-o^I-..L..� ' rCa •." n .... `a . >. V•k.dy.,.:,.,,.,..:.:w �,z:3>,,,m ' 'aai r d' , „ . Occupancy L o a d Construction Type e@ Tenant Approval FD Y04" Code Rated Corridor Energy ba � ^ , SWI , F, Accessibility 8 Date Approved plans Shall be on job Site.. OFFICE COPY o Q Q o Q O Shorenstein Realty Services one SW Columbia Street,Suite 300 Portland, Oregon 97258 ----------- --------------- -------- 1 r- _-T __---_ ,�C•r---------,-----.T--------------1 i 7 x 7.5 7 x 7.5 7 x 7.5 7 x 7.5 7 x 7.5 Lincoln Center- Five Lincoln 1 1 t 1 1 i i i i i t --I----------I OPEN OFFICE ' L--------------- ___-________'._..1..______________l__-- __ .._ _ _l-------------- 102 SW Greenberg Road - - - - . -- `-G BREAK ,�_ �, To4 ------------------- 0 102 Tigard, Oregon 97224 1 I r---------------r--------------1 I � i Q ii 5 T I 7x7.5 7x7.5 T 7x7.5 7x7.5 3 FIDELITY TITLE f IIQ I 1 i 1 1 1 i F--------------+--------------I e:T ---- 1ST FLOOR SUITE 110 ` GB zz0 2zD c8 1 1 1 F i i N — F----� GB j GS 22P�2211 i 1 i 1 1 7 x 7.5 xin 7.5 %U A� fi� V& �1 p CRAIG L D IS 0 0 RT , OREGON 0 060 OF o 0 0 0 0 0 0 Lr- Li 0 0{- -� 0 OFLZ o 0 L__T_AG Li -� �- REVISIONS DATE NOVEMBER 9, 2012 i U rn PROJECT NUMBER C � 20094910 L 2 PARTIAL 1ST FLOOR PLAN - DEMOLITION 1 PARTIAL 1ST FLOOR PLAN - TENANT IMPROVEMENT 0 i 1/8" = 1 '-0" WHEN PRINTED ON 22 x 34 PAPER 1/8" = 1 '-0" WHEN PRINTED ON 22 x 34 PAPER v GENERAL BUILDING NOTES: REFERENCE NOTES: LEGEND o A. NEW DOORS TO MATCH EXISTING. FIELD VERIFY DOOR 0 NO WORK IN THIS ROOM / AREA. EXISTING FINISHES TO REMAIN. OFFICE ---ROOM NAME 0 ARCHITECTURAL PLAN '- 5t oA --ROOM NUMBER REFERENCE NOTE ARCHITECTS =- DIMENSIONS AND STYLE. RE-USE EXISTING DOORS IF PRACTICAL. 0 DOOR 102-1 PROVIDE NEW OR RELOCATED 3'-0" WIDE BUILDING REVISION NUMBER B. NEW DOOR HARDWARE FINISH TO MATCH EXISTING FINISH STANDARD POCKET DOOR AND HARDWARE. HEIGHT TO MATCH EXISTING ELEVATION REFERENCE D �, G S ®�— SHEET REFERENCE COF OTHER DOORS IN SUITE. IN SUITE. 1120 NW Couch Street C CPT-1 J C. FURNITURE N.I.C. LOORING TRANSITIONC. AND SHOWN FOR REFERENCE ONLY. s--DETAIL REFERENCE Suite 300, Portland Q PROVIDE BUILDING STANDARD VCT THIS ROOM. �—SHEET REFERENCE CHANGE 0 R 9 7 2 0 9 o' BLANK OUTLET Tel: (503) 224.9656 O REMOVE EXISTING FLOORING AND PATCH CARPET TO MATCH EXISTING _ __-- -- N Fax: (503) 299.6273 N IN OPEN OFFICE 104 IN AREA OF DEMOLISHED BREAK ROOM. DASHED --------_= EXISTING PARTITION OR 0DUPLEX 0 LINE REPRESENTS EXTENT OF CARPET REPAIR. OBJECT TO BE REMOVED �--DENOTES NEW www.gbdarchitects.com. i ° U 5 SALVAGE BREAK ROOM SINK AND FAUCET FOR REINSTALLATION IN EXISTING PARTITION TON QUAD POWER REMAIN BREAK 102. N VOICE DATA ROUGH IN NEW BUILDING STANDARD v VOICE/ DATA s PAINT ALL NEW WALLS AND EXISTING WALLS AFFECTED BY PARTITION SWITCH A-` C). 2 "I .T CONSTRUCTION. COLOR TO MATCH EXISTING IN SUITE. o NEW DEMISING PARTITION t�, FLOOR MONUMENT OUTLET BF FURNITURE OUTLET (BASE cv BUILDING STANDARD RECITE FEED) Tenant Approval LU o EXISTING DOOR AND FRAME mFIRE EXTINGUISHER o TO REMAIN Date UZ Shorenstein Realty Services One SW Columbia_Street,SuIte 300 © Portland, Oregon 97258 O Lincoln Center- Five Lincoln 10200 SW Greenburg Road Tigard, Oregon 97224. FIDELITY TITLE 1 ST FLOOR, SUITE 110 Ape �� J`� RAII L YIS NO, OREGON 3008 �J OF ------------- 4 EQ. 5,-71' o� E AV E • 0 • REVISIONS a a a a a DATE 0 U • • • • • • • • NOVEMBER 9. 2012 p • • i 3'-0" PROJECT NUMBER CD 3 200194910 ° 2 BREAK ROOM ELEVATION 1 PARTIAL 1ST FLOOR PLAN - REFLECTED CEILING PLAN 1/4 = 1'-0" 1/8 = 1 '-0" WHEN PRINTED ON 22 x 34 PAPER m GENERAL BUILDING NOTES: REFERENCE NOTES LEGEND 2X4 LIGHT FIXTURE TO BE © A. INSTALL SUSPENDED ACOUSTICAL TILE CEILINGS TO MATCH 0 NOT USED. _—__--_= EXISTING PARTITION OR REMOVED OR RELOCATED (EXISTING) AFF . UNLESS NOTED OTHERWISE. OBJECT TO BE REMOVED ARCHITECTS U- B. FOR SEISMIC BRACING OF SUSPENDED CEILING AND INTERSTITIAL EXISTING PARTITION TO EXISTING 2X2 CEILING HVAC EQUIPMENT SEE DETAIL ON SHEET A-4, REMAIN DIFFUSER TO REMAIN C C. CENTER ALL RELOCATED DOWN LIGHTS, FIRE SPRINKLER- HEADS, 1120 NW Couch Street SMOKE DETECTORS AND ALL OTHER CEILING PENETRATIONS INADDIALTERNATES: NEW BUILDING STANDARD o EXISTING RECESSED CEILING LIGHT Suite 300, Portland CENTER OF 2X2 TILE UNLESS NOTED OTHERWISE. PARTITION FIXTURE TO REMAIN 0 R 9 7 2 0 9 D. REPLACE DAMAGED AND SOILED CEILING TILES WHERE AFFECTED p BY CONSTRUCTION TO MATCH EXISTING. a EXISTING SPRINKLER HEAD LOCATION Tel: {503) 224.9656 NOT USED. NEW DEMISING PARTITION Fax: (503) 299.6273 o BUILDING STANDARD RELITE EXIT SIGN www.gbdarchitects.com 0 EXIT SIGN TO BE REMOVED OR o ACOUSTIC CEILING GRID RELOCATED EXISTING 2X4 CEILING LIGHT 0 SMOKE DETECTOR to FIXTURE TO REMAIN Q SPEAKER A-3 NEW OR RELOCATED 2X4 © ® CEILING LIGHT FIXTURE o C14 C-4 o Tenant Approval LU � o Q o U Z Date 4 r HEAD TRACK , ATTACH TO SLAB ACOUS. INSULATION 4'-0" EACH SIDE OF INSULATED PARTITIONS. OUS. INSULATION 4'-0" EACH SIDE OF INSULATED PARTITIONS. USPENDED ACOUSTIC CEILING SYSTEM -METAL J BEAD SUSPENDED ACOUSTIC CEILING SYSTEM ONT. j x I" WIDE NEOPRENE GASKET Shorenstein Realty Services EAD TRACK One SW Columbia Street,Suite 300 DO NOT SCREW GYP. BD. TO RUNNER CHANNEL. " PREPAINT EXPOSED LEGS FLAT BLACK Portland, Oregon 97258 5/8" TYPE "X" GYPSUM BOARD ON 2 TYPE "X" GYPSUM BOARD ON 2j" METAL 1/2" METAL STUDS AT 24" O.C. STUDS 0 24" O.C. ACOUSTICAL INSULATION. ACOUSTICAL INSULATION. RUBBER BASE (SEE FINISH SCHEDULE) RUBBER BASE (SEE FINISH SCHEDULE) CONTINUOUS ACOUSTIC SEALANT UNDER CONTINUOUS ACOUSTIC SEALANT UNDER BOTTOM Lincoln Center- Five Lincoln BOTTOM TRACK AND BOTTOM OF GYP. BD. AT TRACK AND BOTTOM OF GYP. BD. AT INSULATED INSULATED PARTITION ONLY. PARTITION ONLY. 1020(}SWreenburg RoadCARPET {SEE FINISH SCHEDULE) CARPET (SEE FINISH SCHEDULE) Tigard, Oregon 97224 �'-- EXISTING CONCRETE SLAB FLOOR 4 EXISTING CONCRETE SLAB FLOOR g g 5 TYP DEMISING PARTITION 1 TYP INTERIOR PARTITION FIDELITY TITLE 1 -1/2" = 1,_0" 1-1/2„ = 1 '-0 1 ST FLOOR, SUITE 110 WHERE GYP. BOARD WALL OCCURS Apo�� DOUBLE STUD AT JAMB, TYP. CIS W' RAIG L0;�, +--3 1`-1" BUILDING STANDARD HOLLOW MTL CONTINUOUS WOOD CLEATS. ATTACH KNOCKDOWN FRAME PO D, OREGON TO EACH CABINET SECTION AND EACHV, 3008 METAL STUD. PLASTIC LAMINATE CABINET DOOR W/ OF cs �? WIRE PULLS Q m —(2) 3/4" ADJUSTABLE MELAMINE SHELVES i O cV • _....._.._._ BUILDING STANDARD HOLLOW MTL CABINET DOOR TO ALIGN W/ CABINET KNOCKDOWN FRAME I BOTTOM 2 TYP INTERIOR DOOR/RELITE a `1 PLASTIC LAMINATE BACKSPLASH 1 -1/2" = 1 -O" w Pop LASTIC LAMINATE COUNTERTOP EXISTING STRUC. DECK ABOVE. --(2) #10 SHT MTL SCREWS, REVISIONS CD --- OR 3/16" SHOT ANCHORS 3 PLASTIC LAMINIATE DRAWER FRONT WITH W/ 1 1/8" EMBEDMENT MELAMINE INTERIOR AND WIRE PULL A ._-----ALTERNATE 45 DEG METAL DATE U STUDS, 8'-0" O.C. NOVEMBER 9, 2012 / N PLASTIC LAMINATE DOORS W/ WIRE PULLS \\ �\ U (1) 3/4" ADJUSTABLE MELAMINE SHELF \`� SCREWS 10 SHEET METAL • PD1SE PER FINISH SCHEDULE I PROJECT NUMBER c •� CEILING LEVEL 20094910 PAINT (TRACK STUD) o REVEAL BLACK N y USE "PARTITION CLIP" OVER i= V CASEWORK SECTION GRID T-BAR FOR TRACK 3/4" - 1 '-0„ STUD ATTACHMENT . 3 WALL BRACING DETAIL .'. N T S 0 ARCHITECTS C MODEL: DONN DX 1120 NW Couch Street U CONNECTION DEVICES TO BE DUTY- CROSS TEE HEAVY DUTY Suite 300, Portland Q 2'-1" OF AN APPROVED TYPE AND MAX. DESIGN FIXTURE WEIGHT 75 LBS. O R 9 7 2 0 9 BUILDING STANDARD ADA COMPLIANT FIXTURE HAVE 100# CAPABILITY ACTUAL MAX. FIXTURE WEIGHT: SEPERATELY SUPPORTED CONNECTOR AT TOP OF WIRE: 3/16" SHOT ANCHOR W/ 1 1/8" EMBEDMENT Tel: (503) 224.9656 --- PLASTIC LAMINATE BACKSPLASH SEISMIC STRUT: 3/4" CONDUIT W/ POSITIVE CONNECTION TO GRID Fax: 503 299,6273 VERTICAL STRUT AT BUILDING STRUCTURE 12'-0" O.C. EACH COUNTERSLOPE HANGERS IF MORE www.gbdarchitects.com WAY ,,._.---�------ BUILDING STANDARD ADA COMPLIANT SINK THAN 1:6 OUT OF PLUMB O + LATERAL BRACING SECURE ALL HANGERS TO U C ADDITIONAL HANGERS ALL BUILDING STRUCTURE MELAMINE BACK AND SIDE PANELS TRAPEZE DUCTWORK AND MEMBERS WITH PERIMETER OTHER LARGE OBSTRUCTIONS. , 0 A-4 � Q � " GROSS RUNNERS FIT , is N WALL ANGLE ATU-> POP RIVET RUNNER 2 NADJACENT BETWEEN MAIN RUNNERS N N WALLS, FASTEN CLOSURE / PLASTIC LAMINATE DOOR ANGLE W 6 SCREWS 4'-0" O.C. ��4'�-O"' •C. MAIN RUNNERS AT / # 4'-O" O.C. SUPPORT o DIRECTLY TO WALL FRAMING (5'-0" O.C.) (5'-0- O.C.) WITH #12 WIRE AT N OR PROVIDE STRUT 6'-0" MAX 12'-0" O.C. EACH WAY 4'-0" O.G. OR WITH Tenant Approval LU STABILIZER BAR BETWEEN J Q` ALL MEMBERS AT PERIMETER LATERAL BRACING AT 12'-0" O.C. EACH WAY. MAIN #10 WIRE AT 5'-0" U- O RUNNER TO STRUCTURE. BEGIN BRACING WITHIN 6'0" O.C. Q Z OF PERIMETER AND 2'-0" FROM CROSS MEMBER. Date U 7 CASEWORK SECTION 4 LATERAL BRACING FOR SUSPENDED CEILINGS 3/4" = 1 f_0„ NTS