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Plans BUP2012 - 00263 DRAWING IDEMOLITION 1. EXISTING STRUCTURE TO BE LEFT UNDISTURBED AND INTACT. PERFORM NO DEMOLITION THAT WAY COMPROMISE THE RECEIVED STRUCTURAL |NTEQR|TY OF THE BU|LD|NG VV�HOUT YYR|TTEN APPRO\AL OF THE ARCH�ECT / ENQNEE�A-1 CODE SHEET 8� �ENE�AL |NFOR�AJ0N ' ' TENANT � FOR - #�� DEC 1 � � A-2 FINISH LEGEND/SCHEDULE 8c DOOR SCHEDULE 2, EXTREME CARE SHALL BE TAKEN BY THE CONTRACTOR TO PROTECT ALL EXISTING AREAS TO REMAIN FROM DAMAGES THAT ~�"� S H 0, R E S -r E w N A-3 DEMOLITION FLUOR PLAN MIGHT OCCUR DURING DEMOLITION. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR ALL AREAS THAT HAVE BEEN CITYOFTIGAM DAMAGED DUE TO INADEQUATE PROTECTION. CYPRESS A-4 DEMOLITION REFLECTED CEILING PLAN RJ»LDmmG DP1180N A-5 FLOOR PLAN 1 MAINTAIN 100% SPRINKLER COVERAGE. *�r A-6 REFLECTED CEILING PLAN ' - 4� REMOVE ALL EXISTING SIGNAGE, PICTURES, NAJLS, HOOKS, EQUIPMENT, ETC.' LEFT BEHIND FROM PRIOR TENANT' FROM ALL A-7 INTERIOR ELEVATIONS/DETAILS WALLS` DOQRS, DOOR FRAMES, STRUCTURAL` AND CONCRETE CEILING. 5h�r�R�f�in Realty Services A-� INTERIOR DETAILS ' Dn�5YY<��|unnbi�S1p��[3V����OD CONSTRUCTION E SUMMARY I� PERF0RW ALL YORK IN ACCORDANCE WITH ESTABLISHED BUILDING STANDARDS FOR TENANT IMPROVEMENTS. CONTACTS Pc>rt!c�incl. C)rE--1gc> l 2. ALL DIMENSIONS ARE TO FACE OF FINISHED SURFACE UNLESS NOTED OTHERWISE. ALL PARTITIONS TERMINATE AT THE BUILDING MANAGEMENT: CONTRACTOR ARCHITECT: CODE 2O1OOREGON STRUCTURAL SPECIALTY 8c ZONING MUE-1 UNDERSIDE OFTHE EXISTING SUSPENDED CEILING UNLESS OTHERWISE NOTED. (�������������T��I�� ����/�[T�� ������\/|(����� L.P. ��[]�������� ��(�N��-���[](�-��(�Kj INC ����[) /\�������-�����T�� �O�O���[B��d UNIFORM FIRE CODE ' ' ' ' ~~ ARCHITECTS,^~' ^ � | 'M��|� /~�Uf�r T�R�� |'��(\|� �//�w!,/ \�u/Uw ~ i|Uwv 0/�wU' FIRE PROTECTION SMOKE DETECTION SYSTEM 3' MECHANICAL, ELECTRICAL AND FIRE PROTECTION SYSTEMS INDICATED ARE FOR INFORMATION ONLY. THESE SYSTEMS ARE 5335 Meadows Road 20915 SW 105th Ave 1120 NW Couch Street AUTOMATIC SPRINKLER SYSTEM SUB-CONTRACTOR DESIGN/BUILD AND ARE TO BE SUBMITTED UNDER SEPARATE PERMIT, UNDER THE MASTER PERMIT FOR Suite - 275 Tualatin, Oregon 97062-9511 Suite - JQO 10220 l0221SVGReenbUR- Roar THIS PROJECT. IT IS THE RESPONSIBILITY OF THE DESIGN/BUILD SUB-CONTRACTOR TO OBTAIN THESE PERMITS. Lake Oswego, Oregon 97035 phone' 5O3/Og2'8OD2 Portland, Oregon 97209 AREA SUITE 417' 9'775 USF 11-B (FULLY SPRINKLED) CONTRACTORS SHALL VERIFY SIZES AND LOCATIONS OF ALL MECHANICAL AND ELECTRICAL EQUIPMENT, BOTH EXISTING AND Fox: 503/092.8008 T. ]—rd, Oregon 97224 NEW, Phone: 503/819-3200 Contact: Donn Eturdivont phone: 503/224-9856 4 MAINTAIN 10D� SPRINKLER COVERAGE Fox' 5O�/O19 �2�0 Fox' 5OJ/28� 6273 �T[KR�� G . . , _ , , _ Email; Daturd�vontgDrumaeUoonatruction�oom Contact: Andrea O'Neil Contact: Whit Widd|eo�� m������ �� �� ���� �� 5' ALL WALLS, DOORS, FLOORS, CEILINGS WITHIN THE LIMITS OF WORK NOTED, ARE TO BE PATCHED, PLASTERED, SANDED AND � ' ���' � �- ��� 0����'��` OCCUPANT LOAD OCCUPANT LOAD FACTOR: 100 !GRESS NUMBER OF REQUIRED EXITS: 2 PREPARED READY FOR THE NEW FINISH SPECIFIED. Cell Phone: 503/519-8506 Ca|| Phone: 503/758-9053 OCCUPANT LOAD: QO Email: ooneU8Vohorenot�inoom 8. PROVIDE EXIT SIGNS AND EMERGENCY LIGHTING SYSTEM IN CONFORMANCE WITH CITY 'Y OF T|GARD REQUIREMENTS. ' Email: whit@gbdorchitmots.00m 7. THE DESIGN OF ALL SEISMIC BRACING AND SUPPORTS FOR CBL|NG, MECHANICAL AND ELECTRICAL ITEMS AND PARTITIONS IS THE RESPONSIBILITY OF THE RESPECTIVE CONTRACTOR/VENDOR TO MEET CITY OF T|�ARD BUILDING CODE, EGRESS PLAN THE FOLLDYY|NQ GENERAL NDTE5 APPLY T0 EACH DRA�|N� |N TH|� ' � GENERAL NOTES PACKAGE. THEY OO NOT REAPPEAR ON THE INDIVIDUAL SHEETS. D. SEAL ALL THROUGH FLOOR / RATED-WALL PENETRATIONS WITH RATED ASSEMBLIES AS REQUIRED TO MAINTAIN THE Apo INTEGRITY OF FLOOR / WALL ASSEMBLY. 4e,�- A. ALL WORK IN THIS BUILDING IS TO BE PERFORMED UNDER THE CITY OF T|GARD PERMIT PROGRAM. A MASTER PROJECT RAIG L. DAIS NUMBER WILL BE ISSUED FOR THE PROJECT. ALL OTHER DESIGN BUILD PERMITS ARE TO BE TAKEN OUT AS SEPARATE Q, DOORS OR OPENINGS LOCATED BY A VN\ L AT A RIGHT ANGLE ARE TO BE INSTALLED 4 INCHES FROM SAID CONDITION, THIS PERMITS UNDER THE MASTER PROJECT NUMBER. CONDITION IS TYPICAL AND WILL NOT BE DIMENSIONED. 10. -- PORT D. OREGON B. MECHANICAL WORK IS PROVIDED THROUGH A CONTRACTOR DESIGN BUILD SYSTEM. MECHANICAL WORK INDICATED |N THESE 3008 DOCUMENTS IS FOR INFORMATION ONLY. MECHANICAL CONTRACTOR IS TO FIELD VERIFY ALL EXISTING CONDITIONS AND PROVIDE ENGINEERED DRAWINGS TO MEET THE DESIGN DEPICTED IN THESE DOCUMENTS AND ALL CITY OF T|0ARD BUILDING 11 UTILIZE L0YY VOC PAINT SYSTEMS, INCLUDING PRIMERS AND FINISH PRODUCTS. �^��� � ^ ' - �� �U� CODE REQUIREMENTS. MECHANICAL CONTRACTOR IS TO MEET ALL CITY OF �GARD SUBMITTAL REQUIREMENTS FOR DESIGN ��� BUILD PROJECTS' AND SUBMIT PROJECT TO CITY OF T|GARD. MECHANICAL DESIGN BUILD DRAWINGS SHALL BE SUBW|TTED, 12. PROVIDE SOUND INSULATION IN ALL NEW WALLS EXCEPT FOR LOW OR PARTIAL HEIGHT PARTITIONS. / LIMITS OF WORK AND APPROVED BY THE OWNER'S CONSTRUCTION MANAGER AND ARCHITECT, PRIOR TO ISSUING TO THE CITY OF TIGARD FOR � � � � � � � � � � � � � � / � � � � � � � � � � � � � � � � � PERMIT, r �� ~� � C PLUMBING WORK |5 PROVIDED THROUGH A CONTRACTOR DESIGN BUILD SYSTEM. PLUMBING WORK INDICATED |N THESE � . � DOCUMENTS IS FOR INFORMATION ONLY. PLUMBING CONTRACTOR IS TO FIELD VERIFY ALL EXISTING CONDITIONS AND PROVIDE m ENGINEERED DRAWINGS TO MEET THE DESIGN DEPICTED IN THESE DOCUMENTS AND ALL CITY OF T|GARD BUILDING CODE MECHANICAL � REQUIREMENTS. PLUMBING CONTRACTOR IS TO MEET ALL CITY OF T|CARD SUBMITTAL REQUIREMENTS FOR DESIGN BUILD � PROJECTS, AND SUBMIT PROJECT THROUGH THE COY OF T|GARD PERMIT PROGRAM, MAINTAIN 100% SPRINKLER COVERAGE n 1 ' MECHANICAL AND FIRE PROTECTION SYSTEM WORK INDICATED IS FOR INFORMATION ONLY, CONTRACTORS SHALL VERIFY MEMES/ THROUGHOUT BUILDING. PLUMBING DESIGN BUILD DRAWINGS SHALL BE SUBMITTED, REVIEWED AND APPROVED BY THE SIZES AND LOCATIONS OF ALL EQUIPMENT, BOTH EXISTING AND NEW. THESE SYSTEMS ARE SUB-CONTRACTOR DESIGN/BUILD OWNER'S CONSTRUCTION MANAGER AND ARCHITECT, PRIOR TO ISSUING TO THE CITY OF T|GARD FOR PERMIT. �wN AND ARE TO BE SUBMITTED UNDER SEPARATE PERMIT. |T |� THE RESPONSIBILITY 0F THE DESIGN/BUILD SUB CONTRACTOR / SUB-CONTRACTOR ' - TO OBTAIN THESE PERMITS, DESIGN BUILD DRAWINGS SHALL BE SUBMITTED, REVIEWED AND APPROVED BY THE OWNER'S D. ELECTRICAL WORK IS PROVIDED THROUGH A CONTRACTOR DESIGN BUILD SYSTEM. ELECTRICAL WORK | ' IN THESE � II I CONSTRUCTION MANAGER AND ARCHITECT PRIOR TO SUBMITTING THE ' DOCUMENTS B FOR INFORMATION ONLY. ELECTRICAL 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 � 2' CONTRACTOR TO PROVIDE CFM DELIVERY FOR EACH REGISTER ON THE MECHANICAL DB DRAWINGS.C0DE REQUIREMENTS. ELECTRICAL CONTRACTOR IS TO MEET ALL CK/ OF T|0ARD SUBMITTAL REQUIREMENTS FOR DESIGN x � BUILD PROJECTS, AND SUBMIT PROJECT THROUGH THE CITY OF T|GARD PERMIT PROGRAM. ELECTRICAL DESIGN BUILD . n 3. ALL MECHANICAL PLANS ARE TO BE SUBMITTED FOR APPROVAL BY THE OWNERSCONSTRUCTION MANAGER AND ARCHITECT DRAWINGS SHALL BE SUBMITTED, REVIEWED AND APPROVED BY THE OWNER'S CONSTRUCTION MANAGER AND ARCHITECT PRIOR � TO ISSUING TO THE CRY OF T|GARD FOR PERMIT. PRIOR TO COMMENCEMENT 0 NICAL WORK. � E. EXIT AND EGRESS LIGHTING SYSTEM ARE TO BE INSTALLED TO MEET THE IBC AND PRESCRIPTIVE LIGHTING PATH (IBC 2007.) 4` L) \JRE\/ISI[lNS EGRESS FLAN IS INDICATED IN THESE DOCUMENTS. CONTEMPLATED AS PART OF DESIGN BUILD CONTRACT. � ^ }ATEF. MAINTAIN EXISTING BUILDING FIRE AND LIFE SAFETY SYSTEMS INCLUDING, BUT NOT LIMITED TO SPRINKLER SYSTEMS, SWORE ELECTRICAL DETECTION SYSTEMB, SMOKE EVACUATION SYSTEWS, EXITING SYSTEMS AND EMERGENCY ANNUNCIATION SYSTEMS. a DECEMBER 11, 2012 G. ALL WORK SHALL CONFORM TO APPLICABLE BUILDING CODES AND ORDINANCES, AS MODIFIED FOR THIS BUILDING ON ELECTRICAL WORK INDICATED IS FOR INFORMATION ONLY. CONTRACTORS SHALL VERIFY SIZES AND LOCATIONS OF ALL � RECORD AT THE CITY OF T|GARD. IN CASE OF CONFLICT WHERE THE METHODS OR STANDARDS OF-INSTALLATION OF THEEUU|P�EN[ BOTH EXISTING AND NEW. THESE SYSTEMS ARE SUB-CONTRACTOR DESIGN/BUILD AND ARE TO BE SUBMITTED « �+ MATERIALS SPECIFIED DD WOT EOUAL �R EXCEED THE REOU|RE�ENTS OF THE L��S OR ORD|N�NCE�. THE LA� DR 1. UNDER SEpARATE [] pER�|T� |T |� THE RE8p0N�|B|L�Y OF THE DES|�N/BU|LD SU�-CONTRACTOR TQ OBTA|N THESE PERW|TS� � ORDINANCE SHALL GOVERN, NOTIFY ARCHITECT 0F CONFLICTS. p� l]� � TKU� ��� �E�|�W BU|LD DR�N|NC� ' V ' ^ H. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY EXISTING CONDITIONS. NO ALLOWANCE WILL BE MADE FOR ARCHITECT PRIOR TO SUBMITTING TO THE QTY OF T|GARQ FOR PERMIT. ° 20094721 � UNFAVORABLE CONDITIONS O� EVENT WHICH MIGHT HAVE BEEN DISCOVERED THROUGH ATHORDUGH EXAMINATION OF THE SITE, CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR THE CONSEQUENCES OF ACTING ON CONCLUSIONS DRAWN ALL NEW ELECTRICAL OUTLETS TO BE MOUNTED AT f18, UNLESS NOTED OTHERWISE. FROM INFORMATION AVAILABLE AT THE TIME. 2. ALL RECEPTACLES' SWITCHES AND COVERS TO BE BUILDING STANDARD AND WATCH IN COLOR. FIELD VERIFY COLOR UNLESS NOTIFY THE ARCHITECT IN WRITING, OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH WORK. OTHERWISE NOTED. J, J. PROVIDE ALL LABOR, TRANSPORTATION, EQUIPMENT AND SERVICES NECESSARY TO PERFORM WORK SHOWN ON THE DRAWINGS SWITCHING FOR ALL LIGHT FIXTURES TO BE COORDINATED BETWEEN ARCHITECTURAL AND ELECTRICAL DRAWINGS PRIOR TO AND DESCRIBED HEREIN. BEGINNING OF VY0RK' ''/�0NH�� �/ ARCHITECT. LEGEND �� ������ ��� MOD|FY EMERGENCY EGRESS UCHONQ AS NECESSARY TO MATCH PRESCRIBED PATH AND TO CONFORM WITH IBC 2003. SEE U LIGHTING PLAN FOR EGRESS �HT|N� PATH . ���/|T 5. ��/u / INCLUDE FIRE LIFE SAFETY IN IT'S A AND DEVICE COUNT FROM ELECTRICAL CONTRACTOR TO ARCHITECTS 6. �� � ���� `nEA OF MIN 3 -8" WIDE EGRESS PAT m VICINITY LAN \ t/IVP | `PROVIDE EGRESS ILLUMINATION ALONG EXIT PATH NOT LESS THAN (1 ) FOOT 1l7'0NVCouch Street -- Suite 300- Portland St CANDLE MEASURED CONTINUOULY AT THE WALKING SURFACE. l R 9 7 7 O q Tel: (503) 224`9656 0 ][ � � �n~y' /503/ 799'6°7= *n OF TIGARD vwvw,gbdarchiteCts.com == TC _�� C` ��n���mm� � ' App °»ed~^~. ~~~~~~�� ...~~~~ (Z Occupancy Load � ��«u/uo«� Approved.... � �� - Cmnm�m���Type See J� erbn. Fnlow ,~,~,,~~~~,~,~~~,~ [ 7 � Rated Corridor ������o ��r�d Em � � � � ��� CID ����0� / ` ' '� � � ' �,.�'' s�� Wq ������� � ' � � � =y' �*u=. - - - �� � C-4 / -- � ^ � /��3���V�r� �|��Ms . �� , " " _ . NC14 . � �� shall h� � � ���, ° ���(]Mt Approval �� _ � � Tenant ' `. �uc/,��. ' � di $VYOFFI | ���� �����'.� | F�(�f�� pW��mk@a Date < ' I ! FINISH SCHEDULE r r® r r l r r r /Roomi Floor IIIri LL FINISH ��cr�rstirRealty ___- --- --- - - -�- I - � r I II it sNumber' Name I11 IrIS IrIS1 rt L South JrSW Columbia Street,Sure 300 wlr1 a PcwtIcA ncl, r n } 1 i T I i I r T r I I BB 1 PP PL 2 1 i i ; ACT-1 PL 1 _ 1 PT 1 _- R EPTI N RE-1 1 4 � P-1 ' P-1 P 1 P 1 1 i as T I 3 I _ 1 I 1 2A 404@ 1 1 3 - 0 $ 0 $ -1 ST 1 , l / I r 401 OFFICE - CPT-1 --- R -1 ACT-1 -- P- P-1 P-1 1 P-1 -- -- -- -- 402-1 A 1 1 3° 0°" $° - 0'1 { ®1 ST P-1 __ 1 2/A$ ---- - - - -- -- -- _ --- -- ----- -- P-1 P-1 P 1 -- -1 1 1 1 PP 1 2 402 OFFICE GPT-1 R -1 A T-1 P-1 ! - - ,-- - - 403 3 - 0 - ® _ -1 ST P-1 &2/A8 1 403 OFFICE CPT-1 'RB-1 ACT-1 P-1 P-1 !P-1 P 1 1 0 PP ®- _---_ __--__- Lincoln Center-Three Lincoln --- -- - - - --- -- _ --- -- - — --- - 407 1 1 1 3 - 0 $ - 0 D D-1 T -1 1 2/A$ r f - --- - -a- - - 404 OPEN OFFICE 1 CPT-1 iR -1 ACT-1 P-1 P-1 P-1 �P-1 - . --- --- --- -- -_. _ ----- -- - - - - -- -- _ -- -- _ { _- , ® - 408-1 A 1 i _3 ® -,-- 0 � 1 ST P-1 � 1 2/A$ , 0 nbr as 405 _-1-O F FI CPT-1 I R -1 j ACT 1 '�P-1 P-1 ;P-1 i P 1 --- � - -�- �-_--- - ! -- 1 2/A$ Tigard, Oregon 7224 - _ - } - --- 412-1 A 1 1 - 0 - 0 -1 ST P-1 4 CORRIDOR SPT 1 R 1 - P-1 P-1 - - - -- - - ---}--- - _--- - - - -- ___ O6 ACT 1 P 1 P 1 - _-} _ - -- -_ _ _ _____ _ _I ______- - --- _ __ -__ _______- __ _____-- 407 OFFICE CPT-1 iR -1 ACT_1 1P-1 IP-1 IP-1 1P-1 f -- 413-1 A --- ' -- 1 i.---- - $ - 0 W WD®1 ST P®1 _® 1 2/A 40$ ; OFFICE r PTm1 R -1 IACT-1 P-1 P-1 - -- - -- - -}p_1 -- - -- -- ---- ---- 414-1 A -- - 1- - 1 - 3° 0" $° OPP WD W -1 ST P-1 -- 1 20A$ -_-- - -- -__ _I. - --- 1 -- 409OPEN OFFICE ICPT-1 !RB-1 AST-1 P-1 tP-1 iP-1P-1 - -- - - -� - - - 417.1 t A - ---i 1 - � - -3P 00H t ! 0f1 - -' - t WD-1 ST -1 1 $s2/A j L - -1_-- - ---- - - -- - - --- I- 7 i �--- � -- 410 -- 1 OPEN MEETING ICPT 1 iRB1 ACT-1 iP 1 [P-11 P-1 P-1 420-1 A 1 2 - 0 $ - 0 WD 1 ST -1 -- i 1 2/A$ - 41- --- F DECK t EXIST°- - ;EXIST. EXIST. ;EXIST EXIST. 1 EXIST. - ,EXIST. f - - - 423-1 1 1 31 Q9P $1 091 fi W D-1 ST P-1 F -- 1 2/A$ 1 t _� 412 OFFICE ;SPT-1 R -1 ACT-1 P-1 P-1 IP-1 ;P-1 1 E-- ---___- _ -__-- _ ---__- - 424-1 A 3 1 3 - 0 $ - 0 D -1 ST P-1 -- 1 /A$ 413 OFFICE CPT-1 CRP-1 ACT- !P-1 P-1 P-1 ;P-1 1 �- { _ - ---------- -----1 &2/A8 __- ---- - -- _ _ 425®1 A 1 1 - 0 81 - 011 W -1 ST P-1 -® 1 2/A$ _ ------ Apo - 414 OFFICE - SPT 1 -1 ACT-1 -1 P-1 - - - - - -�- - - -- -- -- i 1 1 - f __ - --- r 426 1 A -! - 3 - 0 0 D D-1 ST -- 1 $�2 A$ 415 1 CORRIDOR SPT®1 � -1 ACT 1 I ____ L -- _ , r- - - P-1 -1 P-1 P 1 ----�-- 2 1 A -- __- 1 - 3 _ 0 $ 0 I WD ST - L -- -P-1 1 /A$ aec . is - ---- ---- -— --- _- -- - - --t 416 , OPEN OFFICE _ ,SPT-1 �R6 1 i ACT- _ - P 1 iP 1 P 1 ;P 1 I � f }_ � It � I ...._..... .._._. ____. ____ _-. _.._. 9 - PP 1 19 ------- - --- + 1 3 0 $ 0 -1 1 2 A$ --w--__-- -�- - -- 'ACT-1 - � - � I � C} ST -1 � i F I - ,P-1 417 OFFICE R 1 P 1 P 1 P 1 -- - -I-- - ----- - -- -_ _ - ------ ----- - __- .wn 41 t - - ACT-1 P- P-1--- P 1 !P-1 431-1 EXIST. 2 --__ -- -® __ ST P-1 -- 1 2/A$ SAL�lA EDL Q EDD PORT P 6REGO $ OPEN OFFICE PT 1 R 1 1 - _ ----_-_ ____ - - -___________-- , - --- ---- - - -_- __-- --___ _______--------- _--- --- __ -__ - - -_._ __ ---------- - __r-- ___.._..-- --- - - - -- 1 3 - 0 $ - 0 -1 ST P-1 __ 1 2/A$ QQ$ 419 DECK EXIST. EXIST. EXIST, EXIST, EXIST. EXIST. EXIST. ! ---_ ___434-1 _1 ____ _�---_-_ ___--- _ - -_-__ _ - _ L_ - - -- 420 ', CONFERENCE -- CPT 1 R -1--- -' ACT-1 P-1 P-1 jP-1 CP-1 } i 434- A 1 � 1 3' - P1 I $, - 0" WD --1 ST P-1 -- 1 2/A --- - -- - - ....... -- - - - ---- -- __ - _ ------ --- - - OF 421 ; DECK l EXIST. EXIST. EXIST. EXIST. 'EXIST. EXIST. EXIST, - 437-1A 1 1 31 _ QIP 1 - 01' ( �I D-1 ST P-1 -- 1 2/A$ I I 422 FPREAK IRF-1 R -1 ACT-1 IP-1 �P-1 P-1 IP-1 PL-2 PL-1 PL-2 - -- -- ----- ---- rt I— __ - - RB-1 - 423 CORRIDOR CPT-1 ACT-1 IP-1 P-1 P--1 ;P 1 l 424 CORRIDOR CPT-1 R -1 ACT-1 P-1 'P-1 rP-1 !P-1 425 CLOSET - !CPT-] lRB-1 ACTR1 fP 1 P-11 _ P-1 I. 1 F--- --- --� DOOR TYPES - +- --- -�- - - - -- - - - - -- -----I 426 CORRIDOR ;CPT®1 IRB-1ACT-1 P 1 P-1 �P-1 ;P 1 427 -} OPEN OFFICE 1 CPT-1 IRB-1 ! ACT-1 P-1 P-1 IP-1 I P-1 C { - - 1 _ ----- - ---- -- _ - --- - - - - 3 __ 42$ LAS F-1 -1 ACdT-1 -- P-1 P-1 ;P-1 j -- A$ A$ A� A$ A FP-1 ' L- __- -- IRE-1_ - ACT-1 I -_---_-------_- _-�-- --____ -- -- ---_ ___ BUILDING STANDARD BUILDING STANDARD BUILDING STANDARD 429 CORRIDOR SPT®1 ��_1 i-PT� ���1 , -1 - } ----- ------ 1 _- _ __---- -----,- _ __ WOOD DOOR lN00D DOOR 1N00D DOOR 430 OPEN OFFICE !CPT-1 !R -1 ACT-1 IP 1 IP 1 P 1 P 1 �� 431 I SERVER SRF-1 R _-1 ACT-1 P-1 lP 1 P-1 P-1 -- -- - - -- - -- --- -- __ ---- 432 I CORRIDOR ICPT-1 R -1 TACT-1 P-1 P-1 P-1 IP 1 - 1 -- 2 2 4 2 4 433 _I DECK EXIST. EXIST. I EXIST. EXIST. EXIST. 1 EXIST. EXIST. - �- -- -- --__- _ �_-- _ -_ - _ TEMPERED GLASS TEMPERED GLASS 434 I CONFERENCE CPT-1 E-1 ACT-1 ___-IP-1 P-1 PW1 P-1 // RECITE (TYP.} // RELITE (TYP,) I -- - r -� I - - __ - - --� -- - - / // REVISIONS 1 435 FCORRIDOR 'CPT-1 IRB--1 ACT-1 iP-1 IP 1 P-1 P-1 4 4 436 CONFERENCE CPT-1 IRB-1- -}ACT-1 �P--1--- - - P-1 - P-1 FP-1 \ \ A \ A$ ---- - -- - _ _ - -----[-- ACT-1 !P-1 P-1 -1 P 1 IPL 2 _._ ---_i -- 1 - - -- -- -- DATE 437 COPY CPT-1 R -1 PL-1 I PL-2 a --i-- - - --- - P1 f - - - pp s IL � DECEMBER 11, 2012 CLOSET CPT-1 RE-1 i-ACT 1 P-1 P 1 P-1 � , O 439 CLOSET SPT-1 i ____ _ L_ P-1 _____ lip-1 1 TYPE A IJi - - T R -1 ACT- P-1 -1 _. - - -- -: ,-- __ r- -- , - i TYPE E TYPE C 440 1 CLOSET-- - GPT-1 - -IRB-1 ---`ACT-1 -,P-1 -! -1 _- -_1 - P-1 -. --- - --- ! PROJECT NUMBER 1 � -- - FINISH L 1 HARDWARE GROUPS - -- ---- GROUP lo, GROUP3. IRP-1 - - GENERAL BASE__ I FLEXCO COLOR. 071 BLACK/BROWN, HEIGHT. 4° (STRAIGHT4-C ARPET, CO�°CODE ' NAME MANUFACTURER DESCRIPTION ED C RESILIENT - FLOORINGS - - - I ION LOCK SET: ELECTRONIC LOCK HINGES BUILDING STANDARD CARD READER GPT-1 - BROADLOOM CARPET SHAW -- - - F STYLE TERRA 5A07, COLOR. 37550 HEMLOCK, BACKING. CLASSICAL, SIZE. ROLL - - -- - _ - ------------- U_ --_ SILENCERS U_ RF-1 RESILIENT FLOOR ARMSTRONG ---- PRODUCT. VCT, PRODUCT. IMPERIAL TEXTURE STANDARD EXCELON 51$10, COLOR: WALL STOP ELECTRONICHINGE WASHED LINEN, SIZE: 24`°X24"_ __ ________ _ __ IL ENCERS I ------ _ _ -- -- - --- - - --_ - - ____ ---- - IP-1 } GENERAL WALL PAINT -TECH---- ----- -- COLOR= TED, FINISH. TSD, NO Q.O.C. -- GROUP 2: WALL STOP 1120 NAV Couch Street 1 �L-1 PLASTIC LAMINATE FORMICA_-- ___ ------___--CL $-5$ MOUSE FINISH: MATTE --- ---- - __ -_ _------ CLASSROOMLOCK SET.- I Suite 300, Portland IPL�2- PLASTIC LAMINATE _PIONITE - COLOR. PFA42 TEA PARTY IN BOSTON FINISH: SUEDE VERTICAL GRAINS r- - HINGES CLOSERTela (503) 224.9656 I FACT-1-- ------- ACLOUSTILAL TILE I-BUILDING-STANDARD - IMATCH-BUILDING STANDARD_. ___ _ ___ IL Fax- (503) 299.6273 I -V) I - _-A-BUILDING-STANDARD - - - --- - - -- --- - -- - _ L cbdczr�hft�cts. e�rn WD-1 «C [ C)OR P ILDING STANDARDD-1 MATCH BUILDING STANDARD --- - - CLOSER 0 coI r-, a A-2 ,,�r -,0 0 N CNP Tenant Approval Date j IP E 5 T F I N IIIREFERENCE NOTES lie Shorenstein Realty Services Fr= rr= NO WORK IN SHADED AREAS. One SW Columbia Street,Suite 300 ICOI JCF r_ 1 Pc>rtic�incl, (Drc_jgc>n MI REMOVE ALL FLOORING AND BASE MATERIALS. I im C�im L f . fJill$ $ U �1 I $ ill OOR FOR REUSE, REFER TO 1/A-3 FOR $N Lincoln Center-Three Lincoln --------------------- �LL I17 NEW LOCATION. 10220 SW Greenburg Road IF4 Tigard, Oregon 97224 I 'I F ITV I4,11 B B fM C:Y P R ESS I km.3 Cd 3 ji A A +6 IIB B B Bz BI-- - ----------------------- -- -------- 6-: ARC Lk+44 -- - ---------Ala -=WB I4 I �RAIG L D S rq OREGON /...... ..... 3001 B -----------T IOF+ + B B B IF-I BB IIBB� -----')T,I)B M I .. ........ REVISIONS I'T llllDATE DECEMBER 11, 2012 T I70 .......... PROJECT NUMBER I (D I .......IIIIIILEGEND ARCHITECTS U_ - --------- OFFICE —ROOM NAME -—--------- [�]—ROOM NUMBER I 1 20 NW Couch Street C: REVISION NUMBER Suite 300, Portland IELEVATION REFERENCE (__P_1_') WALL FINISH CODE (503) 224.9656 LU Tel. DETAIL REFERENCE Fax: (503) 299.6273 0 CPT 1 FLOORING TRANSITION SHEET R =i CHANGE www.gbdarchitects.com EXISTING PARTITION OR BLANK OUTLET OBJECT TO BE REMOVED N 0 DUPLEX EXISTING PARTITION TO �—DENOTES NEW REMAIN N QUAD POWER E NEW BUILDING STANDARD A-3 1_1 Q "T -�o PARTITION N VOICE/DATA 0 NEW PARTIAL-HEIGHT BUILDING 0 1 4TH FLOOR DEMOLITION PLAN N C-4 STANDARD PARTITION IIITenant Approval L 0 1/8" 1 '-O" WHEN PRINTED ON 22 34 PAPER FLOOR MONUMENT OUTLET BUILDING STANDARD RELITE U_ EXISTING DOOR AND FRAME FURNITURE OUTLET (BASE Date FEED) TO REMAIN I : . ---- .......__ ,___ 1_�� ,,---_� ,�­�" �-__ "_1_17_,�\ �' -"\ ------ � \ I �� � I I �, I �� I � I 1 � � � I ,, 2 : � �, 4 , " � 6 : '18 , �\ �� �, ,� \ \\ ' 11�_ __� �_,_� - __ � � 1__�_ _�__T_� � � __� �T` GENERAL BUILDING NOTES. - i i i I i I i I � � I j � I I i I ; ; ! i � : I I i I i I i I I � I � I I k INSTALL SUSPENDED ACOUSTICAL TILE CEILINGS TO MATCH � � � ; � � I z i i � I I ! � ! i ! 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PROVIDE SUBMETERING FOR 10kW SERVICE IN TENANT'S LAB N i N N N 428-1 ------------ ------------J L----------- CPT L OPEN ir-------------ir---- - ----ir OFFICE 1 i ----------- 2 r LOCATION OF TENANT'S UPS SYSTEM, SUB PANEL AND CORRIDO R CORRIDOR rPT TRANSFORMER. 6 OFFICE CPT N N 427 -1 �44 ------------- . ....... ............ ---- Typ. V . .... REVISIONS FON tF"-----------J L------------J ------ -- CORRIDOR 3 .. .. . .... ........ BER 11, 2012 DATE L------------JL--------- DECEM 7C) t 4' ERENCE + BREAK CONF Q PROJECT NUMBER U NI N N 422 N N . ........ I+ r 2 4 N CL N 1 U LEGEND ARCHITECTS i N OFFICE —ROOM NAME ------- - ---- ........... ..... 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FOR SEISMIC BRACING OF SUSPENDED CEILING AND INTERSTITIAL EQUIPMENT SEE DETAIL 9 ON SHEET A-7. C. CENTER ALL RELOCATED DOWN LIGHTS, FIRE SPRINKLER HEADS, SMOKE DETECTORS AND ALL OTHER CEILING PENETRATIONS 14 N orens ein CENTER OF 2X2 TILE UNLESS NOTED OTHERWISE Cme SW Columbia Street,Suite 300 It REPLACE DAMAGED AND SOILED CEILING TILES WHERE AFFECTED T--t- V T_ A �77 771 f 13Y CONSTRUCTION TO MATCH EXISTING. Pc>rtllc�inci, (Drc--jgc�on r A IF\ >1 A_ Q;J_ L L 1j :,_L .... ........... Three Lincoln N j i L,# A- Lincoln Center TLl 4"K_ _01 ------ -A, 4_4 -4 _A7�__­---_+_-4__ Y t�7 10220 SW Greenburg Road .............11 Tigard, Oregon 97224 IL 4, J------- ------- t k k 7__ t-A j� I 4- L-It 4- REFERENCE NOTES L 4 71 >�/�/! L C:Y P R ESS 4 4. L L z -- I (D NO WORK IN SHADED AREAS. _4 tk 1 - -4 i __ 1 1 r - TENANT FURNISHED AND INSTALLED PROJECTOR. o 1 � PROVIDE and INSTALL ELECTRICAL OUTLET IN CEILING TILE FOR A vd- -0 Lk HL PROWDE and INSTALL PROJECTION SCREEN. A "o _,0 W f C oil I -f lit + w" �ZAIG L. Two too is �4_ NVI, z A 00 t L J. 1 412 to JIM, CAP"! rUKT OREGON JU 4- - AA psy OF W L 7�7,1 L i�� I Eli I N _-__ 17711, !L 1 g .0 4 ___1 I _4 A_tr 2- AW Lj ,[ _7 —W— �o",,00,,00 t 4 �ln,'s _3 S1 __J A L 4 ovs _115psn"oo,", r------ A o� "I—_ I I i I 1T T__r— __4 A -1 R, 1 f t - I i i ,`�`,",` �/ , ,"' ""' 7 lji, v Jg A fill n 1 R 1 4 M_,/, "P,'1'1� 4 Ad o'i _7 7- 0 o"oo TV EB REVISIONS _0-1 p 4- V-4 DATE o A DECEMBER 11, 2012 52, ......... 7C) Q L �000<\,\-'o' L PROJECT 14UNABEFR LEGEND lot EXISTING PARTITION OR C: ft o 1",\��,",\,"'I\ D OBJECT TO BE REMOVE[ �,,00\, EXISTING PARTITION TO Ll �A j7 41 REMAIN NEW BUILDING STANDARD 0 n"'o,"wo, ilt 1 4 PARTITION lit BUILDING STANDARD RELITEE U L ACOUSTIC CEILING GRID s TOO ARCT H ITE CDT! U_ EXISTING 2X4 CEILING LIGHT FIXTURE TO REMAIN 1120 NYV Couch Street NEW OR RELOCATED 2X4 CEILING Suite 300, Porfland LIGHT FIXTURE 0 R 9 7 2 0 9 Tel: (503) 224.9656 2X4 LIGHT FIXTURE TO BE Fax: (503) 299�6273 (0 REMOVED OR RELOCATED www.gbdarchitects.com EXISTING CEILING HVAC DIFFUSER N X C: TO REMAIN 0 0 EXISTING RECESSED CEILING LIGHT I? E FIXTURE TO REMAIN A- 6 4 EXISTING SPRINKLER HEAD LOCATION 0- 0 EXIT SIGN CR C� 1 4TH FLOOR IMPROVEMENT REFLECTED CEILING PLAN 7ET. T EXIT SIGN TO BE REMOVED OR Ten6m Approval L C0,4 1/8" V-0" WHEN PRINTED ON 22 x 34 PAPER RELOCATED LA SMOKE DETECTOR ....... &JEe C) qu < SPEAKER U 0 R K S T e 1 14 REFERENCE NOTES J RUBBER BASE, RB-1 . A8 Shorenstein Realty Services 2 BOX BOX FILE. One SW Columbia Street,Suite 300 REFRIGERATOR BY OTHERS. Pc>rtIcAncl, C:)rr,-_4g(z>n BUILDING STANDARD ADA DISHWASHER CONTRACTOR PROVIDED 3P-4" and INSTALLED. 8'-0" 5'-0 ,2 1 7 e_8"-0"2 A B C BUILDING STANDARD ADA SINK AND FAUCET, CONTRACTOR Lincoln Center-Three Lincoln 1 RECEPTION #400 2 RECEPTION #400 3 RECEPTION #400 4 RECEPTION #400 PROVIDED and INSTALLED. 10220 SW Greenburg Road 1/4"1 V-0" 1 /4" = 11-0" 1/42" V-0$3 1/4" 1 P-0" Tigard, Oregon 97224 C:YPRESS 20'-0" Apo 8 EQ. "s �AIG Ie, D� IS / r J/ jj/ \k P4RTLFOREGON jj/ j 4 0 1 16 )�008 8 L OF r5 A 5 EQ. 2"-9" 16AP ' 5 BREAK #422 6 CORRIDOR #432 1/4" 1 S-017 1/4)) 1 f-O" MFG. USG MODEL: DONN DX DUTY: MAIN TEE - HEAVY DUTY CONNECTION DEVICES TO BE CROSS TEE - HEAVY DUTY OF AN APPROVED TYPE AND MAX. DESIGN FIXTURE WEIGHT 75 LBS. HAVE 100# CAPABILITY ACTUAL MAX. FIXTURE WEIGHT: SEPERATELY SUPPORTED CONNECTOR AT TOP OF WIRE: 3/16" SHOT ANCHOR W/ 1 1/8" EMBEDMENT VERTICAL STRUT AT SEISMIC STRUT: 3/4" CONDUIT W/ POSITIVE CONNECTION TO GRID REVISIONS AS 12'-0" D.C. EACH BUILDING STRUCTURE WAY COUNTERSLOPE HANGERS IF MORE 5 EQ. DATE THAN 1:6 OUT OF PLUMB LATERAL BRACING DECEMBER 11, 2012 SECURE ALL HANGERS TO BUILDING STRUCTURE ADDITIONAL HANGERS ALL U OF TRAPEZE DUCTWORK AND 1Z MEMBERS WITHIN 8" OTHER LARGE OBSTRUCTIONS. PERIMETER PROJECT NUMBER t(U 19 r4 19 A� POP RIVET RUNNER TO CROSS RUNNERS FIT j j DA8 WALL ANGLE AT 2 ADJACENT BETWEEN MAIN RUNNERS WALLS, FASTEN CLOSURE3 \ \ j f\\\ ��\` / u\\ 20094721 MAIN RUNNERS AT ANGLE W/ #6 SCREWS 4'-0" O�C. 4'-O" r5 ------ 4- 4'-0" O.C. SUPPORT DIRECTLY TO WALL FRAMING (5'-0 0.C.) WITH #12 WIRE AT OR PROVIDE STRUT '-0" O.C. EACH WAY 4'-0" D.C. OR WITH t t 6'-0" MAX �j STABILIZER BAR BETWEEN-�- 'I LATERAL BRACING AT 12'-0" D.C. EACH WAY. MAIN #10 WIRE AT 5'-0" 4 EQ 1699 ALL MEMBERS AT PERIMETER RUNNER TO STRUCTURE. BEGIN BRACING WITHIN 6'0" D.C. OF PERIMETER AND 2'-0" FROM CROSS MEMBER, 7 CORRIDOR #435 8 COPY #437 9 LATERAL BRACING FOR SUSPENDED CEILINGS 4-0 1/4"" 17-022 1/4FY 17-07P NTS ARCHITECTS U_ (y) C: 1120 NW Couch Street Suite 300, Portland < 0 R 9 7 2 0 9 Tel: (503) 224.9656 0 Fax-, (503) 299.6273 V) www.gbdarchitects.com N 0 E A- 7 0 - 01 N N I-, - L 0 Tenant Approval U_ < Date PP HEAD TRACK ATTACH TO SLAB —1 PLASTIC LAMINATE BACK — GLAZING __ --_- , - _ SPLASH and RETURN ' ,/ WHERE INDICATED ON PLASTIC LAMINATE COUNTERTOP ACOUS. INSULATION 4'-0" EACH SIDE OF - ;' BUILDING STANDARD GYP. BD, ELEVATIONS INSULATED PARTITIONS. 2P-688 L{ r �'�. -�` AND METAL STUD PARTITION �' H T -- _ -----_-- - T --:_ r=opy f MELAMINE DRAWER -- GLAZING STOP - �� ---- — INTERIOR - -- -- - Lij 3FP SUSPENDED ACOUSTIC CEILING SYSTEM BUILDING STANDARD TIMELY \P> [ ^- _ _— PLASTIC LAMINATEDOOR FRAME Shur nstein Realty Services DRAWER FACE PANELS BOTH FACES and EDGES a____='- One SW Columbia Street,Suite 300 ON ALL EXPOSED STEEL ANGLE SUPPORTS C 5 B" TYPE "X" GYPSUM BOARD ON 2 DRYWALL SCREW, 1 NEXT TO / ( � -- ^ I SURFACES STEEL WALLA SUPPORT TUBE 1/2" METAL STUDS AT 24" O.C° EACH RETAINER CLIP ______--- I I ACOUSTICAL INSULATION. DRYWALL SCREW, (1) NEXT TO - -- -- ;; CN TUBE STEEL WALL SUPPORT RUBBER BASE (SEE FINISH SCHEDULE) EACH RETAINER CLIP HARDBOARD BACK j CONTINUOUS ACOUSTIC SEALANT UNDER BUILDING STANDARD TIMELY L- PARTIAL HEIGHT GYPSUM WALL BOTTOM TRACK AND BOTTOM OF GYP, BD, AT CARPET INSULATED PARTITION ONLY. DOOR FRAME Inn Center'Three Lincoln - ----- -- \ RUBBER BASE ;7CARPET (SEE FINISH SCHEDULE) - _ - EXISTING CONCRETE SLAB FLOOR DOOR STANDARD WOOD 10220 S reenbur o Tigard, r 7224 17 TYPICAL BASE CABINET W. DRAWERS 13 RECEPTION DESK SECTION 9 TYP DEMISING PARTITION 5 TYPICAL RELITE SILL 1 TYPICAL DOOR HEAD 1 )F _ 1 P_C 1 " — V-0" 1 -1/2" — V-0" HALF SIZE HALF SIZE � ei..ai Kiev e�eeLer vie 1 }-0, _ WINDOW SYSTEM DRYWALL SCREW, (1) NEXT TO - --- EACH RETAINER CLIP 77— PLASTIC LAMINATE COUNTERTOP CONTINUOUS MINERAL CODS. INSULATION 4'-0" EACH SIDE OF BLANKET INSULATION. WINDOW INSULATED PARTITIONS. CONTINUOUS MINERAL 21-15" FF SILL. L ar SUSPENDED ACOUSTIC CEILING SYSTEM CONT. WOOD CLEAT, - w BLANKET INSULATION, MEAL J BEAD ANCHOR TO METAL BELOW_ -_------- _._. �,09 A�r ° STUDS e-- • -- FASTEN METAL STUD „ and CONT, NEOPRENE WIDE NEOPRENE GASKET - �A7 = CONT - _ AIG L. GASKET TO EXISTING HEAD TRACK ---- ADJUSTABLE SHELVES ' WINDOW FRAME WITH - DO NOT SCREW GYP. BD. TO RUNNER CHANNEL. ' " PREPRINT EXPOSED LEGS FLAT BLACK n\\ N a DOUBLE-STiGK TAPE, 4 DO NOT SCREW GYP. TYPE "X" GYPSUM BOARD ON 21" METAL - STEEL ANGLE SUPPORTS f� 36" BD. TO STUD ` \ X00$ SZS PLASTIC LAMINATE ' STUDS C 24" O.C. \ f `\ f BUILDING STANDARD WOOD , DOORS O.C. ATTACH TO TUBE STEEL WALL P \_ a .. SUPPORT c-011ACOUSTICAL INSULATION. MELAMINE INTERIOR I SILL --- -_ --- _-.. - } DOOR OF BELOW w RUBBER BASE (SEE FINISH SCHEDULE) \ TUBE STEEL WALL SUPPORT �� SCREW GYPSUM TO CONTINUOUS ACOUSTIC SEALANT UNDER BOTTOM SECOND STUD TRACK AND BOTTOM OF GYP. BD. AT INSULATED V-2 PARTIAL HEIGHT GYPSUM WALL f ��� 1 PARTITION ONLY. CARPET (SEE FINISH SCHEDULE) BUILDING STANDARD TIMELY -----EXISTING CONCRETE SLAB FLOOR DOOR FRAME 1 BF 1 P_ FP 11p _ 1 '-088 �.1d°-y" i 1 -1/2PP _ V-02) HALF SIZE ......___ _....._.._____ ..— BUILDING STANDARD FIXTURES P-1BUILDING STANDARD GYP. BD. WHERE GYP. BOARD and METAL STUD PARTITION WALL OCCURS - PLASTIC LAMINATE ( ` � COUNTERTOP and BACK — 1 SPLASH DOUBLE STUD AT JAMB, TYP. I i � REVISIONS I � BUILDING STANDARD SINK„ M INSULATE DRAIN and HOT BUILDING STANDARD HOLLOW MTL X - -- WATER PIPING KNOCKDOWN FRAME -'- - DATE } Y16" CHAMFERED AND POLISHED EDGES ' DECEMBER 11, 2012 TYPICAL AT ALL j PLASTIC LAMINATE DOOR, VERTICAL EDGES e'4 ALLOW 30" CLEARANCE FOR � C1 WHEELCHAIR ACCESS GLASS PANEL DOOR I FRAME EANDARD TIMELY PROJECT NUMBER I ' ALUMINUM CHANNEL I i MELAMINE BACK and SIDE __ PANELS -- ---- BUILDING STANDARD HOLLOW MTL GLAZING STOP KNOCKDOWN FRAME it RUBBER BASE GLAZING 19 RELITE TO RELITE JAMB 15 TYPICAL CABINET at SINK 7 TYP INTERIOR DOOR/RELITE 3 TYPICAL RELITE HEAD �a HALF SIZE 1 Fp _ 1 P�0FP 1 -1�2" — 1 '-0" HALF SIZE BUILDING STANDARD GYP. BD. 2'-1 " I I and METAL STUD PARTITION ARCHITECTS PLASTIC LAMINATE I ( EXISTING STRUC. DECK COUNTERTOP and BACK I OF DOOR WHERE OCCURS ABOVE. SPLASH WHERE INDICATED I I GLAZING STOP f ON ELEVATIONS I I VINYL COMPOSITION TILE -- F 1 1 NAV ��Uh Street L-- ------ -_-- -'--(2) �D6SHSHOT ANCHORS Suite 300, Portland f ;-, CN W/ 1 1/8" EMBEDMENT 1 ;/ g 7 0 Q 3/4" ADJUSTABLE i I TRANSITION STRIP _ -- ALTERNATE 45 DEG METAL „ MELAMINE SHELVES STUDS, 8P-0" O°C. �t`\�`\ !( \\�\ Tel: (503) 224.9656 I Fara (503) 299.6273 \ 2 10 SHEET METAL GLAZING PLASTIC LAMINATE DOOR CARPET \ ( � \ SCREWS \ bdarchitects.c®m FN I9 P i 0 C14 MELAMINE BACK and SIDE PANELS CEILING LEVEL DRYWALL SCREW, (1) NEXT TO ®, EACH RETAINER CLIP G PAINT (TRACK STUD) ' E REVEAL BLACK D_ RUBBER BASE A-8 USE "PARTITION CLIP" OVER BUILDING STANDARD TIMELY 0 a �� GRID T-BAR FOR TRACK DOOR FRAME STUD ATTACHMENT 16 TYPICAL BASE CABINET 12 VCT TO CARPET 8 WALL BRACING DETAIL 4 TYPICAL DOOR/RELITE JAMB Tenant Approval 1 '} = 1 '-0" FULL SIZE N T S HALF SIZE Data C�