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Plans (48) , , DRAWING INDEX DEMOLITION , RECEIVED 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. MAY 0 8 2013 TENANT f MP CV M N A-2 FLOOR PLAN - DEMOLITION 2. EXTREME CARE SHALL BE TAKEN BY THE CONTRACTOR TO PROTECT ALL EXISTING AREAS TO REMAIN FROM DAMAGES THAT CITY OF TIGARD SHORE T E 1 fi A-3 FLOOR PLAN - TENANT IMPROVEMENT MIGHT OCCUR DURING DEMOLITION. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR ALL AREAS THAT HAVE BEEN BUILDING DIVISION A-4 REFLECTED CEILING PLAN - DEMOLITION DAMAGED DUE TO INADEQUATE PROTECTION. rN NiCT A-5 REFLECTED CEILING PLAN - TENANT IMPROVEMENT 3. MAINTAIN 100% SPRINKLER COVERAGE. • A-6 INTERIOR DETAILS / FINISH SCHEDULE 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. , CODE SUMMARY r , . Shorenstein Realty Services cc N ST R U CT I D N One SW Columbia Street,Suite 300 Portland, Oregon 97258 CODE 2010 OREGON STRUCTURAL SPECIALTY & ZONING MUE-1 CONTACTS UNIFORM FIRE CODE 1. PERFORM ALL WORK IN ACCORDANCE WITH ESTABLISHED BUILDING STANDARDS FOR TENANT IMPROVEMENTS. • FIRE PROTECTION SMOKE DETECTION SYSTEM 2. ALL DIMENSIONS ARE TO FACE OF FINISHED SURFACE UNLESS NOTED OTHERWISE. ALL PARTITIONS TERMINATE AT THE BUILDING MANAGEMENT: CONTRACTOR: ARCHITECT: FULLY SPRINKLERED UNDERSIDE OF THE EXISTING SUSPENDED CEILING UNLESS OTHERWISE NOTED. SHORENSTEIN REALTY SERVICES, L.P. RUSSELL CONSTRUCTION, INC GBD ARCHITECTS, Incorporated - 5335 Meadows Road 20915 SW 105th Ave 1120 NW Couch Street Lincoln Center- Lincoln Tower AREA SUITE 525: 2,951 USF CONSTRUCTION TYPE. 2 B 3. MECHANICAL, ELECTRICAL AND FIRE PROTECTION SYSTEMS INDICATED ARE FOR INFORMATION ONLY. THESE SYSTEMS ARE SUB-CONTRACTOR DESIGN/BUILD AND ARE TO BE SUBMITTED UNDER SEPARATE PERMIT, UNDER THE MASTER PERMIT FOR Suite - 275 Tualatin, Oregon 97062-9511 Suite - 300 10260 SW Greenburg Road STORIES 12 THIS PROJECT. IT IS THE RESPONSIBILITY OF THE DESIGN/BUILD SUB-CONTRACTOR TO OBTAIN THESE PERMITS. Lake Oswego, Oregon 97035 Phone: 503/692-9002 Portland, Oregon 97209 CONTRACTORS SHALL VERIFY SIZES AND LOCATIONS OF ALL MECHANICAL AND ELECTRICAL EQUIPMENT, BOTH EXISTING AND Tigard, Oregon 97224 NEW. Fax: 503/692-9008 OCCUPANT LOAD OCCUPANT LOAD FACTOR: 100 EGRESS NUMBER OF REQUIRED EXITS: 1 Phone: 503/619-3200 Contact: Donn Sturdivant Phone: 503/224-9656 OCCUPANT LOAD : 30 4. MAINTAIN 100% SPRINKLER COVERAGE Fax: 503/619-3210 Fax: 503/299-6273 Email: Dsturdivant®russellconstruction.com 5. ALL WALLS, DOORS, FLOORS, CEILINGS WITHIN THE LIMITS OF WORK NOTED, ARE TO BE PATCHED, PLASTERED, SANDED AND Contact: Andrea O'Neil Contact: Whit Middlecoff KAN N ACT PREPARED READY FOR THE NEW FINISH SPECIFIED. Cell Phone: 503/519-9506 Cell Phone: 503/758-9053 5TH FLOOR SUITE :725 � N A L NOTES PACKAGE. THEY DO GENERAL NOT REAPPEAR ON T APPLY � EACH E SHEETS. 6. PROVIDE EXIT SIGNS AND EMERGENCY LIGHTING SYSTEM IN CONFORMANCE WITH CITY OF TIGARD REQUIREMENTS. Email: aoneil @shorenstein.com Email: whit @gbdarchitects.com 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. �Rek, NUMBER WILL BE ISSUED FOR THE PROJECT. ALL OTHER DESIGN BUILD PERMITS ARE TO BE TAKEN OUT AS SEPARATE 440D PERMITS UNDER THE MASTER PROJECT NUMBER. 8. SEAL ALL THROUGH FLOOR / RATED-WALL PENETRATIONS WITH RATED ASSEMBLIES AS REQUIRED TO MAINTAIN THE '� INTEGRITY OF FLOOR / WALL ASSEMBLY. LAN ,� CRAIG L. D VIS B. MECHANICAL WORK IS PROVIDED THROUGH A CONTRACTOR DESIGN BUILD SYSTEM. MECHANICAL WORK INDICATED IN THESE 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. P4. aig I 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 POR ND, OREGON BUILD PROJECTS, AND SUBMIT PROJECT TO CITY OF TIGARD. MECHANICAL DESIGN BUILD DRAWINGS SHALL BE SUBMITTED, LEVER HARDWARE 3008 O AND APPROVED BY THE OWNER'S CONSTRUCTION MANAGER AND ARCHITECT, PRIOR TO ISSUING TO THE CITY OF TIGARD FOR �7 �� PERMIT. 11. UTILIZE ZERO VOC PAINT SYSTEMS, INCLUDING PRIMERS AND FINISH PRODUCTS. of O ' C. PLUMBING WORK IS PROVIDED THROUGH A CONTRACTOR DESIGN BUILD SYSTEM. PLUMBING WORK INDICATED IN THESE 12. PROVIDE SOUND INSULATION IN ALL NEW WALLS EXCEPT FOR LOW OR PARTIAL HEIGHT PARTITIONS. ---111-11-- j=' - -- --- -U--`---- - - ------- 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 r _ TO MEET ALL CITY OF TIGARD SUBMITTAL REQUIREMENTS FOR DESIGN BUILD �. �` °� °�` �� �., REQUIREMENTS. PLUMBING CONTRACTOR IS Q PROJECTS, AND SUBMIT PROJECT THROUGH THE CITY OF TIGARD PERMIT PROGRAM. MAINTAIN 100% SPRINKLER COVERAGE MECHANICAL % \� 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. T 1. MECHANICAL AND FIRE PROTECTION SYSTEM WORK INDICATED IS FOR INFORMATION ONLY. CONTRACTORS SHALL VERIFY D. ELECTRICAL WORK IS PROVIDED THROUGH A CONTRACTOR DESIGN BUILD SYSTEM. ELECTRICAL WORK INDICATED IN THESE SIZES AND LOCATIONS OF ALL EQUIPMENT, BOTH EXISTING AND NEW. THESE SYSTEMS ARE SUB CONTRACTOR DESIGN/BUILD / I T DOCUMENTS IS FOR INFORMATION ONLY. ELECTRICAL CONTRACTOR IS TO FIELD VERIFY ALL EXISTING CONDITIONS AND AND ARE TO BE SUBMITTED UNDER SEPARATE PERMIT. IT IS THE RESPONSIBILITY OF THE DESIGN/BUILD SUB CONTRACTOR / r _ O• PROVIDE ENGINEERED DRAWINGS TO MEET THE DESIGN DEPICTED IN THESE DOCUMENTS AND ALL CITY OF TIGARD BUILDING TO OBTAIN THESE PERMITS. DESIGN BUILD DRAWINGS SHALL BE SUBMITTED, REVIEWED AND APPROVED BY THE OWNERS \ CODE REQUIREMENTS. ELECTRICAL CONTRACTOR IS TO MEET ALL CITY OF TIGARD SUBMITTAL REQUIREMENTS FOR DESIGN CONSTRUCTION MANAGER AND ARCHITECT PRIOR TO SUBMITTING TO THE CITY OF TIGARD FOR PERMIT. \ \\ THROUGH THE CITY OF TIGARD PERMIT PROGRAM. ELECTRICAL DESIGN BUILD \ :( I __ � _� _ j BUILD PROJECTS, AND SUBMIT PROJECT H _ _ DRAWINGS SHALL BE SUBMITTED, REVIEWED AND APPROVED BY THE OWNER'S CONSTRUCTION MANAGER AND ARCHITECT PRIOR 2. CONTRACTOR TO PROVIDE CFM DELIVERY FOR EACH REGISTER ON THE MECHANICAL DB DRAWINGS. -� j7A � ,`. ���. III TO ISSUING TO THE CITY OF TIGARD FOR PERMIT. ®N ,-I/: �( ;j 3. ALL MECHANICAL PLANS ARE TO BE SUBMITTED FOR APPROVAL BY THE OWNERS' CONSTRUCTION MANAGER AND ARCHITECT „u 1 J it 'E. EXIT AND EGRESS LIGHTING SYSTEM ARE TO BE INSTALLED TO MEET THE OSSC AND PRESCRIPTIVE LIGHTING PATH. EGRESS PRIOR TO COMMENCEMENT OF MECHANICAL WORK. � _ � _ 4 ' ii PLAN IS INDICATED IN THESE DOCUMENTS. / /- __ � c ■ ]\ VAV BOXES AND TERMINAL UNITS \ �' _ 4. CONTRACTOR TO SUBMIT ALONG WITH BID. NUMBER OF EXISTING AND PROPOSED / ® ® � ® \ F. MAINTAIN EXISTING BUILDING FIRE AND LIFE SAFETY SYSTEMS INCLUDING, BUT NOT LIMITED TO SPRINKLER SYSTEMS, SMOKE CONTEMPLATED AS PART OF DESIGN BUILD CONTRACT. 7./ �L \• REVISIONS DETECTION SYSTEMS, SMOKE EVACUATION SYSTEMS, EXITING SYSTEMS AND EMERGENCY ANNUNCIATION SYSTEMS. ` \ _ _D J \ / .\ lip/O) 3 G. ALL WORK SHALL CONFORM TO APPLICABLE BUILDING CODES AND ORDINANCES, AS MODIFIED FOR THIS BUILDING ON _ ti , r?{ +/ DATE RECORD AT THE CITY OF TIGARD. IN CASE OF CONFLICT WHERE THE METHODS OR STANDARDS OF INSTALLATION OF THE ♦ \\` _ - \I ELECTRICAL \ \ r. -I .�t / o �������������� APRIL 30, 2013 / 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. ♦ \\ VERIFY SIZES AND LOCATIONS OF ALL a ELECTRICAL WORK INDICATED IS FOR INFORMATION ONLY. CONTRACTORS SHALL \ U H. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY EXISTING CONDITIONS. NO ALLOWANCE WILL BE MADE FOR 1• EQUIPMENT, BOTH EXISTING AND NEW. THESE SYSTEMS ARE SUB-CONTRACTOR DESIGN BUILD AND ARE TO BE SUBMITTED \ ) / Q N 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. PROJECT NUMBER .c 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 OWNER'S CONSTRUCTION MANAGER AND i „ � FROM INFORMATION AVAILABLE AT THE TIME. � �-� -��--�" u _ -___- -� __-- ____�----- -- --- -�I 3 ARCHITECT PRIOR TO SUBMITTING TO THE CITY OF TIGARD FOR PERMIT. 20095043 a I. NOTIFY THE ARCHITECT IN WRITING, OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH WORK. D AT +18 UNLESS NOTED OTHERWISE. LE LIMITS OF WORK 2. ALL NEW ELECTRICAL OUTLETS TO BE MOUNTED " END G o 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 EXIT N U OTHERWISE NOTED. , 0 A� BETWEEN ARCHITECTURAL AND ELECTRICAL DRAWINGS PRIOR TO WIDE EGRESS PATH c 4. SWITCHING FOR ALL LIGHT FIXTURES TO BE COORDINATED � DENOTES AREA OF MIN 3 8 lz BEGINNING OF WORK. CONFIRM W/ ARCHITECT. i5. MODIFY EMERGENCY EGRESS LIGHNG AS NECESSARY TO MATCH PRESCRIBED PATH AND TO CONFORM WITH IBC 2003. SEE PROVIDE EGRESS ILLUMINATION ALONG EXIT PATH NOT LESS THAN (r1 FOOT l EGRESS PLAN FOR EGRESS LIGHTING PATH. U- CANDLE MEASURED CONTINUOUSLY AT THE WALKING SURFACE. ` . 6. CONTRACTOR TO GET FIRE LIFE SAFETY DESIGN PRICING AND DEVICE COUNT FROM FIRE ALARM PROVIDER. ELECTRICAL ARCHITECTS I3 CONTRACTOR TO INCLUDE FIRE LIFE SAFETY IN IT'S BID. U c VICINITY P LA NO TH CITY OF TIGARD 1120 NW Couch Street 1 LIS Approved Co Suite d�tionall Approved t +k�.a'~'i 1l.°:1'C'= l I.f<t 1..: €�t'k f�., y p�•, ,:.. � Ei t ; r, 0 s ,� ;. ..=€�t;=gt See ex to:col low 0 R 9 7 2 0 9 s q).1:0.4, ;,#. ���� Ott . :. ....... ......:.... Approved -y ICI = ,:::<.....,,.;:r;... .. - z :,�.*< _ ? '=::I i>? ki�.5+�,[� A�i C�*�f1.tL � ure 2 g e x . Permit N i- � � e ors b .sits ati =t �fi:> .r:.=, ¢,i�r . _ `'`e:! ail C r n_ Fax: (503) 299.6273 : _.. �► : € • der• 'In!r4.g .;f .' �t# :att r hitects.com � �. $ WWW. b < y D�tc i OFFICE COPY y <` �!�.``ahk::k.r Y:t>,:s..i.€<:.,Y.. - a _ - ...... .-.. .. :._ i F -:y q'h Occupancy Load `..:0 .ia ;,3r.:;,> _ Construction Ty ,IP 1,i; O E I _ Accessibility lir> N q qq ., t i� .: : - a. E7: _ Tenant Approval a (\I ,g� W `'� { S.€ It i' kN• Date //''�� - * a. << _::..,r:.;.'.,a: x d'-v}, .j#:I. '-:.. - r_, ',ii 9r`S:'i;fit ,.k iii .I iEk•::aI. .z Q " ...::::..:.:... SHOO E S T E IN Shorenstein Realty Services One SW Columbia Street,Suite 300 1 2 3 4 , 1 'O ' - �� . , Portland, Oregon 97258 m '51 1 I - �1 1(fl l3 B cd F. . /, ■ m BO - 'I3� L - Mir i I' B F.E.V _\0 C B B T B B T _____ ___ / J . , . Lincoln Center- Lincoln Tower -2 il d ,=,, „ I / m 102 0 � , 81= m _ 1�r= � _ 6 SW Greenburg Road 1 �' Ii m z 0 0 m N CLOSET Tigard, Oregon 97224_ 0 WAITING g g `, 503 m up 0 502 i ,p4/ -----1' ::: ; lip .1 I I m 4� ' - - B B41 6 O ::: B BO Ki/ ,O ft T es +44 +60 - I ` ��m 60 m I FE--: ..— N� _ ` Q CONFERENCE \ 6��, m u lib II m - �.� t m 504 e� �:II +4 I m O m I - - , z �� �nl Jr' 1 +4 S� 0 . 11► m B B B ,� 4\3\ 520 ,�- �410 B (�� . 1:lo [1lo 41 r--41)-1 il � O� � � +�� +44 44 i +44 i 'f' 6 RAIG L. D !S \ 1 m T OPEN m ■ \ . ' , •. 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PROTECT ITEMS DESIGNATED FOR SALVAGE OR REUSE TO OFFICE ---ROOM NAME 0 ARCHITECTURAL PLAN p PREVENT DAMAGE. 2 PROVIDE NEW OR RELOCATED BUILDING STANDARD DOOR AND/OR 51oA ROOM NUMBER REFERENCE NOTE u- 503-1 2 2 2/::i 4 / V) DOORS TO MATCH EXISTING. FIELD VERIFY DOOR RECITE. MATCH STYLE AND DIMENSIONS OF EXISTING RELITES IN 504-1 1 -4 DIMENSIONS AND STYLE. REUSE EXISTING DOORS IF © - ELEVATION REFERENCE REVISION NUMBER ARCHITECTS `- SUITE. '801 SHEET REFERENCE 514-1 1 1 2/A-4 PRACTICAL. 516-1 1 1 2/A-4 C. NEW DOOR HARDWARE FINISH TO MATCH EXISTING FINISH OF 0 PROVIDE AND INSTALL REFRIGERATOR. _ CPT-1 FLOORING TRANSITION W OTHER DOORS IN SUITE. DETAIL REFERENCE 1120 NW Couch Street D. NEW RELITES TO MATCH EXISTING IN SUITE. MATCH SIZE A90 ---SHEET REFERENCE CHANGE 0 0 NOT USED Suite 300, Portland AND SILL / JAMB CONDITION. O R 9 7 2 0 9 EXISTING PARTITION OR N co 0 RELOCATE 20AMP MICROWAVE PLUG. OBJECT TO BE REMOVED DUPLEX Tel: (503) 224.9656 �-DENOTES NEW a 6 BUTT-GLAZING. PARTITION TO REMAIN Fax: (503} 299.6273 HARDWARE GROUPS 0 BUILDING STANDARD FULL HEIGHT RELITE FRAME WITH BUTT GLAZING. N QUAD POWER www.gbdarchitects.com o mosommis NEW BUILDING STANDARD ~' GROUP 1: GROUP 2: 7 c LATCH SET DUMMY TRIM BUILDING STANDARD COAT ROD & SHELF. PARTITION o VOICE/DATA HINGES ROLLER CATCHES NEW PARTIAL HEIGHT PARTITION C SILENCERS HINGES SWITCH J WALL STOP SILENCERS ADD ALTERNATES WALL STOP o � BUILDING STANDARD RECITE �.� FLOOR MONUMENT OUTLET A-2 o 1 PROVIDE NEW BUILDING STANDARD CARPET AND BASE, THIS ROOM EXISTING DOOR AND FRAME BF 0 o FURNITURE OUTLET (BASE ONLY. l i TO REMAIN FEED) di N PROVIDE UNIT COST FOR 50" WIDE WALL-TALKER SURFACE BAND. Tenant App Approval J o INCLUDE COST FOR WALL PREP. CJ CO " Q ® PROVIDE UNIT COST FOR WHITE BOARD PAINT SURFACE. 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U 0 c a lz 1.0 (NI to LI- } LO 1-- ARCHITECTS •: GENERAL BUILDING NOTES: REFERENCE NOTES LEGEND Q A. INSTALL SUSPENDED ACOUSTICAL TILE CEILINGS TO MATCH SED. 1----i---1- 1120 NW Couch Street � NOT U EXISTIN EXISTING PARTITION OR I I , ACOUSTIC CEILING GRID Suite 300, Portland G CEILING HEIGHT UNLESS NOTED OTHERWISE. O OBJECT TO BE REMOVED B. FOR SEISMIC BRACING OF SUSPENDED CEILING AND INTERSTITIAL OB -+ -i 0 R 9 7 2 0 9 v) EQUIPMENT SEE DETAIL ON SHEET A-6. EXISTING PARTITION TO \ X EXISTING 2X2 CEILING HVAC Tel: (503) 224.9656 1 co DIFFUSER TO REMAIN 503 299.6273 C. CENTER ALL RELOCATED DOWN LIGHTS, FIRE SPRINKLER HEADS, REMAIN Fax: ( ) 6 SMOKE DETECTORS AND ALL OTHER CEILING PENETRATIONS IN o EXISTING RECESSED CEILING LIGHT www.gbdarchitects.com o NEW BUILDING STANDARD CENTER OF 2X2 TILE UNLESS NOTED OTHERWISE. PARTITION FIXTURE TO REMAIN 1- D. REPLACE DAMAGED AND SOILED CEILING TILES WHERE AFFECTED c BY CONSTRUCTION TO MATCH EXISTING. c BUILDING STANDARD RECITE EXISTING SPRINKLER HEAD LOCATION 0 .c ® EXIT SIGN . w EXISTING 2X4 CEILING LIGHT A....3 o E / FIXTURE ON EMERGENCY CIRCUIT ® EXIT SIGN TO BE REMOVED OR i RELOCATED O 0co., EXISTING 2X4 CEILING LIGHT SMOKE DETECTOR N FIXTURE TO REMAIN co • o ® SPEAKER Tenant Approval u_; N ,' NEW OR RELOCATED 2X4 CEILING : o LIGHT FIXTURE 04 FIRE STROBE LL- co 0 " Date Q -i 2X4 LIGHT FIXTURE TO BE REMOVED OR RELOCATED 94641,•� .COUS. INSULATION 4'-0" EACH SIDE OF FINISH SU LE uumuuuuuuuul'ii puiiiumiimaiiiu INSULATED PARTITIONS. �\ lw SUSPENDED ACOUSTIC CEILING SYSTEM PLASTIC : 1 ETAL J BEAD SHORE STEIN ROOM# NAME FLOOR BASE N E S W CEILING LAMINATE REMARKS �� , ONT. i x " WIDE NEOPRENE GASKET - 502 WA.ITIhG EXIST. R3 P1 P1 P 1 P ACT - ∎∎ EAD TRACK 503 CLOSET EXIST, R3 F1 P1 P 1 P- AC:T - DO NOT SCREW GYP. BD. TO RUNNER CHANNEL. 504 CONFERENCE CPT R3 P1 P1 P1 P" ACT - 34" PREPAINT EXPOSED LEGS FLAT BLACK 506 BREAK VCT R3 P1 131 P 1 P- ACT EXIST_ i" TYPE "X" GYPSUM BOARD ON 2 " METAL Shorenstein Realty Services SaF OPEN ; FFIC= FXr T. Ri P1 P1 P1 F A%T - , STUDS ® 24" O.C. One SW Columbia Street,Suite 300 510 OFFICE EXIST. R3 PI P1 P 1 P- AT - s�� ACOUSTICAL INSULATION. 51L CONFERENCE EXIST. R3 Fl P1 f'1 f' ACT - )1111°1� Portland, Oregon 97258 514 OFFICE EXIST. R3 P l P 1 P l P- ACT RUBBER BASE (SEE FINISH SCHEDULE) 516 OFFICE EXIST. R3 131 P 1 P 1 P- ACT - '∎4 CONTINUOUS ACOUSTIC SEALANT UNDER BOTTOM 518 OPEN OFFICE EXIST. R3 P1 P1 P1 P ACT :� TRACK AND BOTTOM OF GYP. BD. AT INSULATED r - P 1 P_ A�_.T - � PARTITION ONLY. 520 OFFICE EXIST, R3 F'1 P1 „, ►1.. .7-- • ---CARPET (SEE FINISH SCHEDULE) Lincoln Center- Lincoln Tower 1 '5' u,•- � . : ..: ^----EXISTING CONCRETE SLAB FLOOR 10260 SW Greenburg Road FINISH LEGEND 1 TYP INTERIOR PARTITION Tigard, Oregon 97224 CODE PRODUCT - - DESCRIPTION REMARKS 1 -1/2" V-0" ACT TO MATCH EXISTING ACOUSTICAL CEILING TILE REPLACE STAINED OR DAMAGED TILES CPT TBD CARPET T P1 TBD GENERAL \ ALL PAINT WHERE GYP. BOARD RB TBD RUBBER BASE STRAIGHT IN CARPETED AREAS, COVED I,�� WALL OCCURS 5TH FLOOR, SUITE 525 IN RESILIENT FLOOR AREAS _ \ vC-r TBD VIN�J'YL COMPOSITE TILE _ , DOUBLE STUD AT JAMB, TYP. I _ --- - 4 %OD Aj?e BUILDING STANDARD HOLLOW MTL �c 1 � - �l KNOCKDOWN FRAME ~ RAID L VIS : 6 • ,I RT ND, OREGON m ■ ,, 3008 11"AlPil - OF 0 BUILDING STANDARD HOLLOW MTL KNOCKDOWN FRAME I._ 2 TYP INTERIOR DOOR/RELITE 1 -1/2" = V_0„ EXISTING STRUC. DECK ABOVE. -(2) #10 SHT MTL SCREWS, OR 3/16" SHOT ANCHORS • W/ 1 1/8" EMBEDMENT ALTERNATE 45 DEC METAL REVISIONS \ STUDS, 8'-0" 0.C. ___2(\3 \.\\ `�\ '(2) #10 SHEET METAL li � SCREWS A 0 - \`'� 1 ' APRIL 30, 2013 V 0 U CEILING LEVEL 0) PAINT (TRACK STUD) PROJECT NUMBER •3 REVEAL BLACK 20095043 2 - USE "PARTITION CLIP" OVER O _ GRID T-BAR FOR TRACK 0 STUD ATTACHMENT N. } U 3 WALL BRACING DETAIL U a N T S - , G ,-,-, , CV Lo ,.„.„ __,_./ ,_..._. _ . . ,..,_,... 5 MFG.: USG MODEL: DONN DX ARCHITECTS ARC I- HITECT. DUTY: MAIN TEE - HEAVY DUTY CONNECTION DEVICES TO BE CROSS TEE - HEAVY DUTY OF AN APPROVED TYPE AND MAX. DESIGN FIXTURE WEIGHT 75 LBS. I HAVE 100# CAPABILITY ACTUAL MAX. FIXTURE WEIGHT: SEPERATELY SUPPORTED Q CONNECTOR AT TOP OF WIRE: 3/16" SHOT ANCHOR W/ 1 1/8" EMBEDMENT 1 120 NW Couch Street w SEISMIC STRUT: 3/4" CONDUIT W/ POSITIVE CONNECTION TO GRID Suite 300, Portland O VERTICAL STRUT AT 12'-O" O.C. EACH BUILDING STRUCTURE O R 9 7 2 0 9 I WAY COUNTERSLOPE HANGERS IF MORE Tel: (503) 224.9656 co THAN 1:6 OUT OF PLUMB Elk NM 00 Fr- ,Y....y.... ....... .:. Fax: (503) 299.6273 LATERAL BRACING SECURE ALL HANGERS TO N ■ I; BUILDING STRUCTURE www.gbdarchitects.corn ADDITIONAL HANGERS ALL • x .:,. O 8" OTHER LARGE OBSTRUCTIONS. MEMBERS WITHIN 8 OF PERIMETER c CROSS RUNNERS AT p POP RIVET RUNNER TO i" , '" - BETWEEN MAIN RUNNERS o e WALL ANGLE AT 2 ADJACENT _ WALLS, FASTEN CLOSURE MAIN RUNNERS AT -' ANGLE W/ #6 SCREWS 8" 4'-0" O.C. 4'-0" O.C. 4'-O" O.C. SUPPORT A.4 o E .,DIRECTLY TO WALL FRAMING ' ' -1 (5'-O" O.C.) (5'-0" O.C.) WITH #12 WIRE AT j r OR PROVIDE STRUT 6'-0" MAX I, 12'-0" O.C. EACH WAY, > 4'-0" 0.C. OR WITH ca,8 0 STABILIZER BAR BETWEEN I LATERAL BRACING AT 12'-0" O.C. EACH WAY. MAIN #10 WIRE AT 5'-0" o ` ALL MEMBERS AT PERIMETER RUNNER TO STRUCTURE. BEGIN BRACING WITHIN 6'0" 0.C. c2 OF PERIMETER AND 2'-0" FROM CROSS MEMBER. a: o Tenant Approval W N o 4 LATERAL BRACING FOR SUSPENDED CEILINGS 0 - NTS Date O• <