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RECEIVED MAY 14 2013 , DRAWING INDEX DEMOLITION E CITY( F TIGARD BUILDING DIVISION 1. EXISTING STRUCTURE TO BE LEFT UNDISTURBED AND INTACT. PERFORM NO DEMOLITION THAT MAY COMPROMISE THE ' A-1 CODE SHEET Sc GENERAL INFORMATION STRUCTURAL INTEGRITY OF THE BUILDING WITHOUT WRITTEN APPROVAL OF THE ARCHITECT / ENGINEER. N 1\N T IMPROVEMENT FOR A-2 DEMOLITION PLAN 2. EXTREME CARE SHALL BE TAKEN BY THE CONTRACTOR TO PROTECT ALL EXISTING AREAS TO REMAIN FROM DAMAGES THAT I MIGHT OCCUR DURING DEMOLITION. THE CONTRACTOR WILL BE HELD RESPONSIBLE SHORE STEIN FOR ALL AREAS THAT HAVE BEEN A-3 TENANT IMPROVEMENT PLAN WAVECONNEX A-4 REFLECTED CEILING PLAN DAMAGED DUE TO INADEQUATE PROTECTION. A-5 ELEVATIONS / INTERIOR DETAILS / SCHEDULES 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. CODE SUMMARY Shorenstein Realty Services One SW Columbia Street,Suite 300 CODE 2010 OREGON STRUCTURAL SPECIALTY CODE ZONING MUE-1 CONSTRUCTION CPortland, Oregon 97258 FIRE PROTECTION SMOKE DETECTION SYSTEM 1. PERFORM ALL WORK IN ACCORDANCE WITH ESTABLISHED BUILDING STANDARDS FOR TENANT IMPROVEMENTS. . HEIGHT 6 STORIES BUILDING MANAGEMENT: CONTRACTOR: ARCHITECT: FULLY SPRINKLERED 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 } AREA SUITE 570: 6,132 USF CONSTRUCTION TYPE: 2-B UNDERSIDE OF THE EXISTING SUSPENDED CEILING UNLESS OTHERWISE NOTED. 5335 Meadows Road 20915 SW 105th Ave 1120 NW Couch Street Lincoln Center- Two Lincoln I 3. MECHANICAL, ELECTRICAL AND FIRE PROTECTION SYSTEMS INDICATED ARE FOR INFORMATION ONLY. THESE SYSTEMS ARE Suite - 275 Tualatin, Oregon 97062-9511 Suite - 300 10220 SW Greenburg Road EGRESS NUMBER OF REQUIRED EXITS: 2 SUB-CONTRACTOR DESIGN/BUILD AND ARE TO BE SUBMITTED UNDER SEPARATE PERMIT, UNDER THE MASTER PERMIT FOR Lake Oswego, Oregon 97035 Phone: 503/692-9002 Portland, Oregon 97209 THIS PROJECT. IT IS THE RESPONSIBILITY OF THE DESIGN/BUILD SUB-CONTRACTOR TO OBTAIN THESE PERMITS. Fax 503 692-9008 Tigard, Oregon 97224 OCCUPANT LOAD OCCUPANT LOAD FACTOR: 100 CONTRACTORS SHALL VERIFY SIZES AND LOCATIONS OF ALL MECHANICAL AND ELECTRICAL EQUIPMENT, BOTH EXISTING AND Phone: 503/619-3200 / Phone: 503/224-9656 NEW. Contact: Donn Sturdivant OCCUPANT LOAD: 61 Fax: 503/619-3210 Fax: 503/299-6273 Email: Dsturdivant @russellconstruction.com 1 4. MAINTAIN 100% SPRINKLER COVERAGE Contact: Andrea O'Neil Contact: Whit Middlecoff WAV ECO N N EX 1 5. ALL WALLS, DOORS, FLOORS, CEILINGS WITHIN THE LIMITS OF WORK NOTED, ARE TO BE PATCHED, PLASTERED, SANDED AND Cell Phone: 503/519-9506 Cell Phone: 503/758-9053 PREPARED READY FOR THE NEW FINISH SPECIFIED. Email: aoneil®shorenstein.com Eilhit® bdarchitects.com 5TH FLOOR, SUITE 570 GENERAL. N OT Email: whit@gbdarchitects.com FOLLOWING GENERAL NOTES APPLY TO EACH DRAWING IN THIS g PACKAGE. THEY DO NOT REAPPEAR ON THE INDIVIDUAL SHEETS. 6. PROVIDE EXIT SIGNS AND EMERGENCY LIGHTING SYSTEM IN CONFORMANCE WITH CITY OF Tigard REQUIREMENTS. A. ALL WORK IN THIS BUILDING IS TO BE PERFORMED UNDER THE CITY OF TIGARD PERMIT PROGRAM. A MASTER PROJECT AND SUPPORTS FOR CEILING, MECHANICAL AND ELECTRICAL ITEMS AND PARTITIONS IS NUMBER WILL BE ISSUED FOR THE PROJECT. ALL OTHER DESIGN BUILD PERMITS ARE TO BE TAKEN OUT AS SEPARATE 7. THE DESIGN OF ALL SEISMIC BRACING AN LAPIN 1) Ap PERMITS UNDER THE MASTER PROJECT NUMBER. THE RESPONSIBILITY OF THE RESPECTIVE CONTRACTOR/VENDOR TO MEET CITY OF TIGARD BUILDING CODE. y 8. SEAL ALL THROUGH FLOOR / RATED-WALL PENETRATIONS WITH RATED ASSEMBLIES AS REQUIRED TO MAINTAIN THE ~ CRAIG L. O VIS B. MECHANICAL WORK IS PROVIDED THROUGH A CONTRACTOR DESIGN BUILD SYSTEM. MECHANICAL WORK INDICATED IN THESE INTEGRITY OF FLOOR / WALL ASSEMBLY. r • DOCUMENTS IS FOR INFORMATION ONLY. MECHANICAL CONTRACTOR IS TO FIELD VERIFY ALL EXISTING CONDITIONS AND •-J PROVIDE ENGINEERED DRAWINGS TO MEET THE DESIGN DEPICTED IN THESE DOCUMENTS AND ALL CITY OF TIGARD BUILDING 9• DOORS OR OPENINGS LOCATED BY A WALL AT A RIGHT ANGLE ARE TO BE INSTALLED 4 INCHES FROM SAID CONDITION. THIS . CODE REQUIREMENTS. MECHANICAL CONTRACTOR IS TO MEET ALL CITY OF TIGARD SUBMITTAL REQUIREMENTS FOR DESIGN CONDITION IS TYPICAL AND WILL NOT BE DIMENSIONED. PO T D, OREGON BUILD PROJECTS, AND SUBMIT PROJECT TO CITY OF TIGARD. MECHANICAL DESIGN BUILD DRAWINGS SHALL BE SUBMITTED, 10. ALL NEW AND EXISTING DOORS TO BE SOLID CORE FLUSH TO MATCH BUILDING STANDARD AND HAVE BUILDING STANDARD ® ® ® , 3008 AND APPROVED BY THE OWNER'S CONSTRUCTION MANAGER AND ARCHITECT, PRIOR TO ISSUING TO THE CITY OF TIGARD FOR LEVER HARDWARE �7 � PERMIT. F 0\ke% 1 N FINISH PRODUCTS. 11. UTILIZE LOW VOC PAINT SYSTEMS, INCLUDING PRIMERS AND � p , 1 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 12. PROVIDE SOUND INSULATION IN ALL NEW WALLS EXCEPT FOR LOW OR PARTIAL HEIGHT PARTITIONS. ENGINEERED DRAWINGS TO MEET THE DESIGN DEPICTED IN THESE DOCUMENTS AND ALL CITY OF TIGARD BUILDING CODE �/ �� i REQUIREMENTS. PLUMBING CONTRACTOR IS TO MEET ALL CITY OF TIGARD SUBMITTAL REQUIREMENTS FOR DESIGN BUILD ., REQ Q PROJECTS, AND SUBMIT PROJECT THROUGH THE CITY OF TIGARD PERMIT PROGRAM. MAINTAIN 100% SPRINKLER COVERAGE I - \ O ra Z \ THROUGHOUT BUILDING. PLUMBING DESIGN BUILD DRAWINGS SHALL BE SUBMITTED, REVIEWED AND APPROVED BY THE ' ' MANAGER AND ARCHITECT, PRIOR TO ISSUING TO THE CITY OF TIGARD FOR PERMIT. , Li OWNER'S CONSTRUCTION M M C H A N I L -t= D. ELECTRICAL WORK IS PROVIDED THROUGH A CONTRACTOR DESIGN BUILD SYSTEM. ELECTRICAL WORK INDICATED IN THESE ❑ 1. MECHANICAL AND FIRE PROTECTION SYSTEM WORK INDICATED IS FOR INFORMATION ONLY. CONTRACTORS SHALL VERIFY f D LIJ OCUMENTS IS FOR INFORMATION ONLY. ELECTRICAL CONTRACTOR IS TO FIELD VERIFY ALL EXISTING CONDITIONS AND AND NEW. THESE SYSTEMS ARE SUB-CONTRACTOR DESIGN/BUILD f SIZES AND LOCATIONS OF ALL EQUIPMENT, BOTH EXISTING I � PROVIDE ENGINEERED DRAWINGS TO MEET THE DESIGN DEPICTED IN THESE DOCUMENTS AND ALL CITY OF TIGARD BUILDING AND ARE TO BE SUBMITTED UNDER SEPARATE PERMIT. IT IS THE RESPONSIBILITY OF THE DESIGN/BUILD SUB-CONTRACTOR I CODE REQUIREMENTS. ELECTRICAL CONTRACTOR IS TO MEET ALL CITY OF TIGARD SUBMITTAL REQUIREMENTS FOR DESIGN i J 0 BUILD PROJECTS, AND SUBMIT PROJECT THROUGH THE CITY OF TIGARD PERMIT PROGRAM. ELECTRICAL DESIGN BUILD TO OBTAIN THESE PERMITS. DESIGN BUILD DRAWINGS SHALL BE SUBMITTED, REVIEWED AND APPROVED B Y THE OWNER'S DRAWINGS SHALL BE SUBMITTED, REVIEWED AND APPROVED BY THE OWNER'S CONSTRUCTION MANAGER AND ARCHITECT PRIOR CONSTRUCTION MANAGER AND ARCHITECT PRIOR TO SUBMITTING TO THE CITY OF TIGARD FOR PERMIT. O r� - -.- ..- - ❑ TO ISSUING TO THE CITY OF TIGARD FOR PERMIT. \ : IY 2. CONTRACTOR TO PROVIDE CFM DELIVERY FOR EACH REGISTER ON THE MECHANICAL DB DRAWINGS. V. O I E. EXIT AND EGRESS LIGHTING SYSTEM ARE TO BE INSTALLED TO MEET THE IBC AND PRESCRIPTIVE LIGHTING PATH (IBC 2007.) 3. ALL MECHANICAL PLANS ARE TO BE SUBMITTED FOR APPROVAL BY THE OWNERS' CONSTRUCTION MANAGER AND ARCHITECT � �_�_.° ' - ,' -- EGRESS PLAN IS INDICATED IN THESE DOCUMENTS. PRIOR TO COMMENCEMENT OF MECHANICAL WORK. .l. I ® ® - I ° BUILDING FIRE AND LIFE SAFETY SYSTEMS INCLUDING, BUT NOT LIMITED TO SPRINKLER SYSTEMS, SMOKE ° � r` -" F. MAINTAIN EXISTING B C� DETECTION SYSTEMS, SMOKE EVACUATION SYSTEMS, EXITING SYSTEMS AND EMERGENCY ANNUNCIATION SYSTEMS. 4. CONTRACTOR TO SUBMIT ALONG WITH BID, NUMBER OF EXISTING AND PROPOSED VAV BOXES AND TERMINAL UNITS 'VT REVISIONS : CONTEMPLATED AS PART OF DESIGN BUILD CONTRACT. -_ �_'I I. 0 G. ALL WORK SHALL CONFORM TO APPLICABLE BUILDING CODES AND ORDINANCES, AS MODIFIED FOR THIS BUILDING ON R ....-: .11,, \ECORD AT THE CITY OF TIGARD. IN CASE OF CONFLICT WHERE THE METHODS OR STANDARDS OF INSTALLATION OF THE _ ° °�' 's! I'm_ _ DATE MATERIALS SPECIFIED DO NOT EQUAL OR EXCEED THE REQUIREMENTS OF THE LAWS OR ORDINANCES, THE LAW OR H- i ❑, MAY 8, 2013 o ORDINANCE SHALL GOVERN. NOTIFY ARCHITECT OF CONFLICTS. L C I CAL __ �I<• 0 H. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY EXISTING CONDITIONS. NO ALLOWANCE WILL BE MADE FOR 0) UNFAVORABLE CONDITIONS OR EVENT WHICH MIGHT HAVE BEEN DISCOVERED THROUGH A THOROUGH EXAMINATION OF THE 1. ELECTRICAL WORK INDICATED IS FOR INFORMATION ONLY. CONTRACTORS SHALL VERIFY SIZES AND LOCATIONS OF ALL II ® --E - - 1 J PROJECT NUMBER '3 SITE. CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR THE CONSEQUENCES OF ACTING ON CONCLUSIONS DRAWN EQUIPMENT, BOTH EXISTING AND NEW. THESE SYSTEMS ARE SUB-CONTRACTOR DESIGN/BUILD AND ARE TO BE SUBMITTED ° 2 FROM INFORMATION AVAILABLE AT THE TIME. UNDER SEPARATE PERMIT. IT IS THE RESPONSIBILITY OF THE DESIGN/BUILD SUB-CONTRACTOR TO OBTAIN THESE PERMITS. ❑ 2009461 7 I. NOTIFY THE ARCHITECT IN WRITING, OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH WORK. DESIGN BUILD DRAWINGS SHALL BE SUBMITTED, REVIEWED AND APPROVED BY THE OWNER'S CONSTRUCTION MANAGER AND r o Lill ARCHITECT PRIOR TO SUBMITTING TO THE CITY OF Tigard FOR PERMIT. J. PROVIDE ALL LABOR, TRANSPORTATION, EQUIPMENT AND SERVICES NECESSARY TO PERFORM WORK SHOWN ON THE DRAWINGS it 2. ELECTRICAL OUTLETS TO BE MOUNTED AT +18" UNLESS NOTED OTHERWISE. X AND DESCRIBED HEREIN. ALL NEW \ ������������������������������������������ ����������������� s= 3. ALL RECEPTACLES, SWITCHES AND COVERS TO BE BUILDING STANDARD AND MATCH IN COLOR. FIELD VERIFY COLOR UNLESS - -- . ,) V-1) --7V_V-1)- OU OTHERWISE NOTED. ° ` __ Q) WI SPIRTO 4. BE COORDINATED BETWEEN ARCH ITECTURAL AND ELECTRICAL DRA NG R 0 INC FOR ALL LIGHT FIXTURES TO SWITCHING , _ BEGINNING OF WORK. CONFIRM W/ ARCHITECT. t L El El 0_ O 5. MODIFY EMERGENCY EGRESS LIGHTING AS NECESSARY TO MATCH PRESCRIBED PATH AND TO CONFORM WITH IBC 2003. SEE ,,._, - ,.-... ..„r._.,__. r. EGRESS PLAN FOR EGRESS LIGHTING PATH. ARCHITECTS -- LIMITS OF WORK Lo 6. CONTRACTOR TO GET FIRE LIFE SAFETY DESIGN PRICING AND DEVICE COUNT FROM SEIMENS. ELECTRICAL CONTRACTOR TO . N VICINITY PLAN INCLUDE FIRE LIFE SAFETY IN IT'S BID. LEGEND c NC TH 1120 NW Couch Street . N cu t S $;! ( !::kiii 300, Portland .. ....:. , .e, EXIT 1,1:1„:1.1;$1" t tL s .�y� s ::,F ;a 3'�4'''1 „:„:„...,-,-,- Ik 0 R 9 7 2 0 9 ": n "r ,.. : S Tel. (503) 224.9656 • 1 1 1 t 01 DENOTES AREAE OF MIN WIDE EGRESS PATH Fax (503) 299.6273 MI¢ it i ,,.► www.gbdarchitects.com v) . ,,rr`i,Uy:,A 4+`E .» }3=11'9">i'-. ,i�is:,��:f,�E tF fti..F,<<`={tr�t33y.=',: PROVIDE EGRESS ILLUMINATION ALONG EXIT PATH NOT LESS THAN ( 1 ) FOOT St is�E U ,,t4, - °SP;,t�>���`<<;!4;i,°V:{"�z � � � it; �iii' .•d � � - CANDLE MEASURED CONTINUOULY AT THE WALKING SURFACE. : <3 EI 3 f �' 1 0 1) - A. 1 .. 0. „,„:, „ :,„:N is P. s.,.„. E 1,..in'_1: TO s,t {r �1�s[��d 1 0, �--- F€,i s EEr3' L��,}, t13`.%1 ® � Approved EEw[ - J O ' ;.5: Occupancy Type ,• Y Approved j Conditionall A rov�rd,tssercrs.ECgsr _,.x, Occupancy Letter to Follow .. See ,� �d O N :0 :°t; ;*,I Construction Type -.ow led Tenant Approval : . . ,� � a :`,f,°•' _ I Rated Corridor Permit N x;%11 C e { W > d LL rcss• _ - �n a3v.,> By:.... ._____Dat Date `.. 1J`I: o liti�' 13134;';'i' 11�9i{y 1 tE�K :>1: ?` , l# OFFICE Copy GENERAL FLOOR PLAN NOTES: A. NEW DOORS TO MATCH EXISTING. HELD VERIFY DOOR DIMENSIONS AND STYLE. SNORE S T E I B. NEW DOOR HARDWARE FINISH TO MATCH EXISTING FINISH OF OTHER DOORS IN SUITE. L.1 2 3 4 C5D 6 7 Shorenstein Realty Services REFERENCE NOTES One SW Columbia Street,Suite 300 Portland, Oregon 97258 _;, _ ��_ __ _ O REMOVE EXISTING CASEWORK AND SALVAGE PLUMBING FIXTURES '&, II - - FOR REUSE IF PRACTICAL. B Q REMOVE PORTION OF WALL FOR NEW (OR RELOCATED) BUILDING B B STANDARD DOOR AND FRAME. Lincoln Center- two Lincoln B 10220 SW Greenbur Road 01 „ T B 0 REMOVE FLOOR OUTLET AND PATCH SLAB TO MAINTAIN FIRE g �+ .- • - — -- - ---- - ---- GENERAL FLOOR PLAN NOTES: A. NEW DOORS TO MATCH EXISTING. FIELD VERIFY DOOR DIMENSIONS AND STYLE. SNORE +,` S T E 1 B. NEW DOOR HARDWARE FINISH TO MATCH EXISTING FINISH OF OTHER DOORS IN SUITE. :2 , (Te-4, ___ ( C-6 , ( 7 REFERENCE NOTES Shorenstein Realty Services 0 PROVIDE NEW BUILDING STANDARD CARPET AND PAINT THROUGHOUT. one SW Columbia Street,Suite 300 Portland, Oregon 97258 -I �� ® PROVIDE NEW OR RELOCATED BUILDING STANDARD DOOR. i: - __ /- B B B ® PROVIDE FRAME, M NEW ATCH OR STYLE RELOCATED AND BUILDING DIMENSIONS OF STANDARD EXISTING RECU.ITE N.O A. ND B B LIncoln Center- Two Lincoln B !,, 0 PROVIDE BUILDING STANDARD VCT FLOORING THIS ROOM ONLY. / = B -o- 10220 SW Greenburg Road T � - g �S S = PROVIDE 20 AMP DEDICATED CIRCUIT. Tigard, Oregon 97224 /// I----X / (1)ri,, 0 PROVIDE NEW DRAIN FOR TENANT'S 3D PRINTER. CONNECT DRAIN TO fi I EXISTING WASTE LINE. WAVECONNEX CONFERENCE m PROVIDE NEW BUILDING STANDARD PLASTIC LAMINATE CASEWORK,Kl A EWORK, STf�I FLOOR, SUITE 570 536 m +64 l SINK, ADA FAUCET. RELOCATE EXISTING PLUMBING FIXTURES ' +� ' ES IF �__- _: BREAK +44 so,ec _ PRACTICAL. PROVIDE DISHWASHER IN BREAK ROOM ONLY. N 538 iI _4, B - ® PROVIDE NEW OR RELOCATED BUILDING STANDARD DOOR WITH GLASS ARcA,4 VISION PANEL. � = '. ,eeN CONFERENCE a +44 g� N Nl ~ AIG L. D 534 N 0 ® ALIGN = S B OA:, 10 PROVIDE BUILDING STANDARD COAT ROD AND SHELF. PORT , OREGON N N N N m +58 IiB S 2 S E-- = O BB 3 a B --)---< - -- - - - 1 NO ELECTRICAL ON WALL IN THIS ZONE. MAINTAIN CLEAR WALL. 171) •Vk,% OF ()- 0 f, 0 4ip 12 REPAIR PATCH DOOR SKIN AND REPLACE DUMMY TRIM. N " 41; 13 REPLACE EXISTING DOOR HARDWARE WITH BUILDING STANDARD LEVER 0 OFFICE I ° SET. (i. 2. 'I --)IB530 __ G 0 N _ 14 RELOCATE EXISTING OUTLET AS INDICATED. . 2 N N ,:. -r- , G 0 r 7 BF N i.53(u) -1 d e'-3' 01,4 NI° N 0_ ' -NT 0- ® N _ - - - ADD ALTERNATES - 0.14 =- = �_- - 13'=6" � /7-) 0 PROVIDE ELECTROSTATIC DISSIPATIVE TILE IN THIS ROOM. - L c c . I . _ - 44 -------- -----1 1 +44 ® OPTION A: PROVIDE ALTERNATE PRICING TO EXTEND LOBBY 3 d" 0 J FINISHES AND CEILING SYSTEM TO END OF NEW CORRIDOR. REVISIONS el ' ---- - BFN m ri U "B WORK 'e a ;-, s g _ ---] ® OPTION B: IN LIEU OF EXTENDING LOBBY FINISHES INTO DATE �� O 0 OPEN 516 �. 5 o 'I) B ELEC. ' 500-1 CORRIDOR, PROVIDE NEW BUILDING STANDARD DOOR IN WALL AND OFFICE + PRINTER N �5 �5 CLOSET 3 MAY 8, 2013 O U 528 ® " �k 514 Q Q 500 EXISTING FINISHES TO REMAIN.ct -, -2 IIII I - 6 5 p;. - - �osET _ B ADD FLOOR OUTLET IN THIS ROOM. LOCATION TBD BY TENANT. PROJECT NUMBER O��- 0 N �5� 510 a = ®°" I' rB - d5'-4" (J PROVIDE DEDICATED CIRCUITS FOR TOASTER, COFFEE MACHINE 2009461 7 a d1 B -g CONFERENCE , 1 1'-0- WAITING o N P AND REFRIGERATOR. r. B IDB WORK ® N 502 ® 504 N nt B`© BFN °N 512 N OFFICE N N ® PROVIDED DEDICATED THERMOSTAT FOR THIS ROOM. C N N N N N KII1 508 U > 504-1 N X 111-6" aF 0 0B B_— / 9'-0' O T O LEGEND GBD 0 I IXIST OFFICE 1. 506 OFFICE ---Rgg;M NAME 0 ARCHITECTURAL PLAN `o 1 , 13 _ _ 13 �— S ._u_js Io S S Li_ 510A M NUMBER REFERENCE NOTE ARCHITECTS ©— ELEVATION REFERENCE A REVISION NUMBER N BO OFFICE : OFFICE OFFICE m OFFICE OFFICE A801 SHEET REFERENCE m m 520 518 B N N C 526 524 1120 NW Couch Street BF BF CPT—1 Q =-DETAIL REFERENCE FLOORING TRANSITION Suite 300, Portland bry m B _ m B B m .1, A901 -SHEET REFERENCE CHANGE 0 R 9 7 2 0 9 6 js; - — �= _ = _ — — _ — Tel: 503 224.9656 ____y _ I.]- - =3E_-_ --_--- --_-------._ice _--_ ----------1��t- --� -- - - I _=-_ _, -__i —— ,r_- -- N Fax: (503) 299.6273 = EXISTING PARTITION 0 OR DUPLEX - OBJECT TO BE REMOVED DENOTES NEW www.gbdarchitects.com EXISTING PARTITION TO 4 QUAD POWER 0 c o REMAIN oN VOICE/DATA ROUGH-IN `y E ismananniz NEW BUILDING STANDARD � ° PARTITION SWITCH A.3 N BUILDING STANDARD RECITE •.� FLOOR MONUMENT OUTLET o CV M 1 PARTIAL SECOND FLOOR PLAN - TENANT IMPROVEMENT Alk 0 1/8" = 1 '-0" WHEN PRINTED ON 22 x 34 PAPER It EXISTING DOOR AND FRAME BF FURNITURE OUTLET (BASE icd TO REMAIN Tenant Approval 0 Q Date U J GENERAL CEILING PLAN NOTES: SHORE tII N A. INSTALL SUSPENDED ACOUSTICAL TILE CEILINGS TO MATCH (EXISTING) AFF UNLESS NOTED OTHERWISE. B. FOR SEISMIC BRACING OF SUSPENDED CEILING AND INTERSTITIAL Z 3 - 5 EQUIPMENT SEE DETAIL ON SHEET A-4. C. CENTER ALL RELOCATED DOWN LIGHTS, FIRE SPRINKLER HEADS, SMOKE DETECTORS AND ALL OTHER CEILING PENETRATIONS IN Shorenstein Realty Services CENTER OF 2X2 TILE UNLESS NOTED OTHERWISE. One SW Columbia Street,Suite 300 D. REPLACE DAMAGED AND SOILED CEILING TILES WHERE AFFECTED Portland, Oregon 97258 .9I 1 , II F r 1 i n - -- 11 - BY CONSTRUCTION TO MATCH EXISTING. 1 1 1 I 1 I ' I I I I 1 1 I ' I I E. FURNITURE SHOWN FOR N.I.C. AND SHOWN FOR REFERENCE \� - r + t I — t 1 + ONLY. � � I I� / I -- � �I iiz:i::1 / A I t I I_ J L J�J I I I I t 1 --__L_-- --__L_-- ----L___1___J_---1J____L-__J__-- -__1___ _ L \/��J L 1 L 1 J L J 1 , , , I : FM /L:t r t T , , T 1 t r T t r r T T Lincoln Cenfier- Two Lincoln j 1 I I I I I I I I I I I I I O 1 I I O I , I I I 0 , I I I I O I I I 111I I I I I I I I I 1 I I I _1 L J L J 1 + 1 - J- .I L- + 1 1 -J I- I-- 1 J 1 !- I I 1 I I I I I I 1 I I 1 I 1 I I p I I 1 1 I I I I I I I I , I I I ' I I , A 1 I I I 1 , I I I I�A'I I I I 1 1 I I I I I I I .10220 SW Green bur Road I J I I I I I I I I I I I I I I I I I''I I I 1 I 1 I 1 I I g r' r t (I _-- ----T---��'--- 1 I 1 I F I I I I I 1 1 J r 7 I- T J , r 1 7 1 I ' I - I tl I tl I tl I -�- q Tigard, Oregon 97224 _ I ,m- t ��--- - - -==∎.∎ - -- ---�--- I I I I I I I I 1 I I 1 1 1 ; 1 1 1 1 1 , 1 A ; / 1 1 1 1 1 ----F- '----T----' --- '7 r I 1 I I I ' 1 I- I r 1 r - I G ' I 1 I I I I a I I I ,tlr I PR I I 1 T I I 1 1�r�� 1 I I J. 1 I I t 11 r -�� + i 1 + N®T_ ! - r ► , ! 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I 1 1 1 I I -1 t 1-- - x//�A\� , —R' t ' _ ' 1 , , , , ,_ EXISTING 2X2 CEILING HVAC Tel: (503) 224 9656 ' - I I I I 1 I t DIFFUSER TO REMAIN Fax: (503) 299.6273 r. www.gbdarchitects.com i 0 EXISTING RECESSED CEILING LIGHT c FIXTURE TO REMAIN U 0 EXISTING SPRINKLER HEAD LOCATION J `;' a EXIT SIGN...._ A.....4 Nt. Nr N r4 EXIT SIGN TO BE REMOVED OR o. RELOCATED o 1 PARTIAL SECOND FLOOR — REFLECTED CEILING PLAN A■ i CO ,, ® SMOKE DETECTOR • •• 0 1/8" = 1 -0 WHEN PRINTED ON 22 x 34 PAPER „ • SPEAKER Tenant Approval J CO LL O © FIRE STROBE 0 Q � Date U @ FIRE BELL a 2'_1» ,,,p',FINISH S HED ULE / / '_BUILDING STANDARD ADA ,�.� •COUS. INSULATION 4 0 EACH SIDE OF ELEVATIONS COMPLIANT FIXTURE •,, umuumiuuuuil °t,uummummuu INSULATED PARTITIONS. PLASTIC / PLASTIC LAMINATE BACKSPLASH --� i°1141! SUSPENDED ACOUSTIC CEILING SYSTEM ROOM# NAME FLOOR BASE N E S W CEILING LAMINATE REMARKS Cation ,: Extend 0 �� METAL J BEAD ` public condor finishes \ i s ∎4 4 ONT. 4 x in WIDE NEOPRENE GASKET 5 ELECTRICAL.CLOSET CPT R6 PI P1 P1 PI ACT1 - i tc this space_ _,.. -,. BUILDING STANDA RD ADA tior 8: Existing `—'N COMPLIANT SINK HEAD TRACK ELECTRICAL CLOSET - _ finishes to remain.. _ 3„ DO NOT SCREW GYP. BD. TO RUNNER CHANNEL. MELAMINE BACK AND SIDE 3� PREPAINT EXPOSED LEGS FLAT BLACK I SuetTtl CPT P1 PI ��, PANELS „ » » l / 504 CONFERENCE CPT 8 P1 PI Pi_ PI ACTI - _ -- TYPE X GYPSUM BOARD ON 2 METAL 506 OPEN OFFICE CPT P1 AGT1 1 , ® ;► STUDS ® 24" O.C. Shorenstein Realty Services 508 OFFICE CPT 1 P1 ACTT - N "" ® ► ACOUSTICAL INSULATION. One SW Columbia Street,Suite 300 510 CLOSET Cr i R8 P1 P1 Pi P1 ACTT - „�41 i P1 PI - PLASTIC LAMINATE DOOR BASE (SEE SCHEDULE) Portland, Oregon 97258 512 WORK VCT,�ESC ' R8 P1 ACTI ESD-ADD ALTERNATE Vii. *4.1 RUBBER BA FINISH SCHED 514 PRINTER CPT R8 PI P1 P1 PI ACTI PL11PL2 • !. CONTINUOUS ACOUSTIC SEALANT UNDER BOTTOM 516 WORK —V CT I ESD R8 P1 PI P1 PI ACTI - ESD-ADD ALTERNATE 1: 4',±.V TRACK AND BOTTOM OF GYP. BD. AT INSULATED 518 OFFICE CPT RB PI PI Pi PI ACTI - _ :! " PARTITION ONLY 520 OFFICE CPT R8 P1 PI PT PI �` T1..... — - \ -►w �� CARPET (SEE FINISH SCHEDULE) 522 OFRCE CPT. RB P1 P1 • P PI ACT1 - o . . . , ,. i 524 OFFICE CPT RB P1 P1 t'1 PI ACTI - EXISTING CONCRETE SLAB FLOOR Lincoln Center-Two Lincoln r-526 OFFICE CPT RB P1 P1 PI PI ACTI - . 528 OPEN OFFICE CPT R8 P1 ;:: ::: TT 5 CASEWORK SECTION 1 TYP INTERIOR PARTITION 10220 SW Greenburg Road 5 OFFICE R � �"�` -B P 1 PI ACTI 32 CLOSET CPT RB P1 P1 = PI PI ACTT - „ , „ , „ Tigard, Oregon 97224 534 CONFERENCE CPT RB Pi P1 P1 PI ACTI - 3/4 = 1 -0 1 -1/2" = 1 -0 g g 536 :CONFERENCE CPT RB P1 PI P1 PI ACTI - 528 BREAK VCT RB Pi PI PI PI ACT! PL1/P 2 ___ 3 WAV ECO N N EX WHERE GYP. BOARD ir - WALL OCCURS 5TH FLOOR, SUITE 570 FINISH LEGEND _ \ - s DOUBLE STUD AT JAMB, TYP. CODE 'PRODUCT DESCRIPTION REMARKS 1!. •�I RB rBD RUBBER BASE STRAIGHT IN CARPETED AREAS,COVED . - L� N RESILIENT H.�R AREAS %� Apc, PT TBD CARPET P 1 160 GENERA WALL PAINT _ `I� !; IG KNOCKDOWN FRAME ,KS c,-- P2 l D ACCENT PINT LOCATION T80 L. ACT TO �ATC EXISTING :.ACOUSTICAL.CEILING TILE REPLACE STAINED OR DAMAGED ED TILES x o ■ 4...AW5-3 -ESE 1 ! —ELECTROSTATIC DIP f' TILE L._ .._._._ .M......... . .ADD ATERNATE Q ■PLC............ ,f 0. .... PLASTIC LAMINATE COUNTERTOP o tI� PORT D, OREGON PL2 MD -PLASTIC L liIgATE ,�'ERTIC, PACES o m �� ,� 3008 1 1 1,. -ll OF 0�/14 \CONTINUOUS WOOD CLEATS. ATTACH TO EACH CABINET SECTION AND EACH BUILDING STANDARD HOLLOW MTL ' • METAL STUD. KNOCKDOWN FRAME PLASTIC LAMINATE CABINET DOOR W/ ��- -1 WIRE PULLS l POOR. S.0.HEDULE (2) 3/4" ADJUSTABLE MELAMINE SHELVES Hdwr. No. of Head/Jamb • • 2 TYP INTERIOR DOOR/RELITE Number Group Leafs Detail Comments - .:... 1 -1/2" = 1 '-0" • CABINET DOOR TO ALIGN W/ CABINET / 500-1 2 1 2/A-5 BOTTOM 504-1 1 1 2/A-5 508-1 1 1 2/A-5 530-1 1 1 2/A-5 . 534-1 1 1 2/A-5 N 1 PLASTIC LAMINATE BACKSPLASH 536-1 1 1 2/A-5 GLASS VISION PANEL N „ / EXISTING STRUC. DECK 0) - - PLASTIC LAMINATE COUNTERTOP ABOVE. REVISIONS r-fN -� 4 (2) #10 SHT MTL SCREWS, HARDWARE GROUPS - \ OR 3/16 SHOT ANCHORS 0 - 10 W/ 1 1/8" EMBEDMENT DATE GROUP 1: GROUP 2: : , ~ ` ALTERNATE 45 DEG METAL MAY 8, 2013 LATCH SET LOCK SET �' STUDS, 8'-0" O.C. 0 HINGES HINGES • PLASTIC LAMINIATE DRAWER FRONT WITH N SILENCERS SILENCERS o MELAMINE INTERIOR AND WIRE PULL �� �\ . (2) #10 SHEET METAL c WALL STOP WALL STOP PLASTIC LAMINATE DOORS W/ WIRE PULLS 1 . SCREWS PROJECT NUMBER 3 CLOSER N y- I1 Q (1) 3/4" ADJUSTABLE MELAMINE SHELF 009461 7 CEILING LEVEL • BASE PER FINISH SCHEDULE L. \ �I PAINT (TRACK STUD) ,/' �, d- REVEAL BLACK 0 'V-- \V USE "PARTITION CLIP" OVER C I _ GRID T-BAR FOR TRACK 0 STUD ATTACHMENT O ' T = _ 0 6 CASEWORK SECTION 3 WALL BRACING DETAIL (GBD r 3/4" 1 0 N.T.S. \-..... : / O N. Lo ARCHITECTS V- MFG.: USG in " 9 EQ. - 13'-6" MODEL: DONN DX ' 6 EQ. 8'-3 SCRIBE / DUTY: MAIN TEE - HEAVY DUTY � CONNECTION DEVICES TO BE CROSS TEE - HEAVY DUTY 1120 NW Couch Street OF AN APPROVED TYPE AND MAX. DESIGN FIXTURE WEIGHT 75 LBS. � HAVE 100# CAPABILITY ACTUAL MAX. FIXTURE WEIGHT: SEPERATELY SUPPORTED Suite 300, Portland CONNECTOR AT TOP OF WIRE: 3/16" SHOT ANCHOR W/ 1 1/8" EMBEDMENT w �'� /" �' �" �'� �-'��� / '\ SEISMIC STRUT: 3/4" CONDUIT W/ POSITIVE CONNECTION TO GRID O R 9 7 2 0 9 � %- \ / '\ / / / / i" i VERTICAL STRUT AT 0 X 12'-O" O.C. EACH BUILDING STRUCTURE Tel: (503) 224.9656 '\ / '\ / '\ / i i i i Fax: (503) 299.6273 I \ / \ / \ i \ i' \ / i' \ i WAY COUNTERSLOPE HANGERS IF i O'i N &II CO---_- - * THAN 1:6 OUT OF PLUMB www.gbdarchitects.com Y.p4 j _ LATERAL BRACING am ' SECURE ALL HANGERS TO I I ADDITIONAL HANGERS ALL BUILDING STRUCTURE 1 O _ _ � � _ _ _ _ o � _ _ _ _ » --------- TRAPEZE DUCTWORK AND 0 t�_n'N I `� t I MEMBERS WITHIN 8 OF OTHER LARGE OBSTRUCTIONS. J \- '-7 N /:7\. ,> �. > �`N /,\- .x- > PERIMETER CROSS RUNNERS FIT I (N ., V �' �.\V-/ N 7 POP RIVET RUNNER TO BETWEEN MAIN RUNNERS I O WALL ANGLE AT 2 ADJACENT ' ' ' A.5 • d 6 6 WALLS, FASTEN CLOSURE I MAIN RUNNERS AT / ,_ © 5 ANGLE W 6 SCREWS 8 4 -0 O.C. 4 -0 O.C. " o, � A5 A5 A5 A5 / # �A -� ,_ 4 0 O.C. SUPPORT DIRECTLY TO WALL FRAMING (5'-0" O.C. 5 0 O.C. O , ) ( ) WITH #12 WIRE AT NO co EQ. 3'-0" EQ. 4'-O" 3'-O" 2'-0" 3'-0" 4 EQ. OR PROVIDE STRUT 6'-0" MAX 12'-0" O.C. EACH WAY 4'-0" O.C. OR WITH , / / / / / STABILIZER BAR BETWEEN ' �► > '- LATERAL BRACING AT 12 -0 O.C. EACH WAY. MAIN p_ N ALL MEMBERS AT PERIMETER #10 WIRE AT 5'-0" Tenant Approval 8 -9" RUNNER TO STRUCTURE. „ BEGIN BRACING WITHIN CO" O.C. pp • • OF PERIMETER AND 2'-0" FROM CROSS MEMBER. co I 0 ELEVATION Date 8 INTERIOR _ PRINT R 514 7 INTERIOR ELEVATION — BREAK 538 4 LATERAL BRACING FOR SUSPENDED CEILINGS 1/4" = 1 -0 1 ' / 1 4" = -0" N.T.S.