Loading...
Plans BUP2O1 2 - 0014 / DRAWING INDEX DEMOLITION 1. EXISTING STRUCTURE TO BE LEFT UNDISTURBED AND INTACT. PERFORM NO DEMOLITION THAT MAY COMPROMISE THE A-1 CODE SHEET & GENERAL INFORMATION STRUCTURAL INTEGRITY OF THE BUILDING WITHOUT WRITTEN APPROVAL OF THE ARCHITECT / ENGINEER. TENANT IMPROVEMENT FOR G T S A-2 FLOOR PLAN - DEMOLITION / DOOR SCHEDULE 2. EXTREME CARE SHALL BE TAKEN BY THE CONTRACTOR TO PROTECT ALL EXISTING AREAS TO REMAIN FROM DAMAGES THAT s Ns o n t s :r E $ A-3 FLOOR PLAN - TENANT IMPROVEMENT MIGHT OCCUR DURING DEMOLITION. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR ALL AREAS THAT HAVE BEEN A-4 REFLECTED CEILING PLAN - DEMOLITION DAMAGED DUE TO INADEQUATE PROTECTION. REUCIVIVij A-5 REFLECTED CEILING PLAN - TENANT IMPROVEMENT 3. MAINTAIN 100% SPRINKLER COVERAGE. JUL 2 5 2012 A-6 INTERIOR DETAILS 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. CITY CFT"L ARD BUILD frG DW S O . Shorenstein Realty Services CODE SUMMARY CONSTRUCTION one SW Columbia Street,Suite 300 CODE 2010 OREGON STRUCTURAL SPECIALTY CODE ZONING MUE-1 CONTACTS Portland, Oregon 97258 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: AUTOMATIC SPRINKLER SYSTEM UNDERSIDE OF THE EXISTING SUSPENDED CEILING UNLESS OTHERWISE NOTED. SHORENSTEIN REALTY SERVICES, L.P. RUSSELL CONSTRUCTION, INC GBD ARCHITECTS, Incorporated AREA SUITE 200: 10,499 USF CONSTRUCTION TYPE: 2-B 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 Lincoln Center- Four Lincoln 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 10250 SW Greenburg Road 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 STORIES 3 CONTRACTORS SHALL VERIFY SIZES AND LOCATIONS OF ALL MECHANICAL AND ELECTRICAL EQUIPMENT, BOTH EXISTING AND Tigard, Oregon 97224 NEW. Fax: 503/692-9008 Phone: 503/619-3200 Phone: 503/224-9656 OCCUPANT LOAD OCCUPANT LOAD FACTOR: 100 EGRESS NUMBER OF REQUIRED EXITS: 2 Contact: Donn Sturdivant 4. MAINTAIN 100% ALARM COVERAGE. Fax: 503/619-3210 Fax: 503/299-6273 OCCUPANT LOAD 105 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 G T S PREPARED READY FOR THE NEW FINISH SPECIFIED. Cell Phone: 503/519-9506 Cell Phone: 503/758-9053 2ND FLOOR, SUITE 200 GENERAL NOTES THE FOLLOWING GENERAL NOTES APPLY TO EACH DRAWING IN THIS 6. PROVIDE EXIT SIGNS AND EMERGENCY LIGHTING SYSTEM IN CONFORMANCE WITH CITY OF TIGARD REQUIREMENTS. Email: aoneil @ishorenstein.com Email: whit®gbdarchitects.com PACKAGE. THEY DO NOT REAPPEAR ON THE INDIVIDUAL SHEETS. 7. THE DESIGN OF ALL SEISMIC BRACING AND SUPPORTS FOR CEILING, MECHANICAL AND ELECTRICAL ITEMS AND PARTITIONS IS EGRESS PLI4F\J 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. ���� ��� NUMBER WILL BE ISSUED FOR THE PROJECT. ALL OTHER DESIGN BUILD PERMITS ARE TO BE TAKEN OUT AS SEPARATE 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. B. MECHANICAL WORK IS PROVIDED THROUGH A CONTRACTOR DESIGN BUILD SYSTEM. MECHANICAL WORK INDICATED IN THESE AIG L VIS 'C� 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. ` 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 u-- it 0 ND, OREGON BUILD PROJECTS, AND SUBMIT PROJECT TO CITY OF TIGARD. MECHANICAL DESIGN BUILD DRAWINGS SHALL BE SUBMITTED, LEVER HARDWARE - iI__ �� 3008 � , AND APPROVED BY THE OWNER'S CONSTRUCTION MANAGER AND ARCHITECT, PRIOR TO ISSUING TO THE CITY OF TIGARD FOR ��i PERMIT. 11. UTILIZE ZERO VOC PAINT SYSTEMS, INCLUDING PRIMERS AND FINISH PRODUCTS. - u r OF Ott)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. . r- -(--,- DOCUMENTS IS FOR INFORMATION ONLY. PLUMBING CONTRACTOR IS TO FIELD VERIFY ALL EXISTING CONDITIONS AND PROVIDE e J� I j r =r J- ENGINEERED DRAWINGS TO MEET THE DESIGN DEPICTED IN THESE DOCUMENTS AND ALL CITY OF TIGARD BUILDING CODE 13. EDGE-BANDING ON ALL CASEWORK IS TO MATCH THE VERTICAL SURFACES UNLESS OTHERWISE NOTED. �I _ REQUIREMENTS. PLUMBING CONTRACTOR IS TO MEET ALL CITY OF TIGARD SUBMITTAL REQUIREMENTS FOR DESIGN BUILD q H PROJECTS, AND SUBMIT PROJECT THROUGH THE CITY OF TIGARD PERMIT PROGRAM. MAINTAIN 100% SPRINKLER COVERAGE ( ' _ Cu, -.-J _ IZ, ■_r THROUGHOUT BUILDING. PLUMBING DESIGN BUILD DRAWINGS SHALL BE SUBMITTED, REVIEWED AND APPROVED BY THE 3k OWNER'S CONSTRUCTION MANAGER AND ARCHITECT, PRIOR TO ISSUING TO THE CITY OF TIGARD FOR PERMIT. 15 M 11 D. ELECTRICAL WORK IS PROVIDED THROUGH A CONTRACTOR DESIGN BUILD SYSTEM. ELECTRICAL WORK INDICATED IN THESE MECHANICAL , , DOCUMENTS IS FOR INFORMATION ONLY. ELECTRICAL CONTRACTOR IS TO FIELD VERIFY ALL EXISTING CONDITIONS AND V ��- �A PROVIDE ENGINEERED DRAWINGS TO MEET THE DESIGN DEPICTED IN THESE DOCUMENTS AND ALL CITY OF TIGARD BUILDING 1. MECHANICAL AND FIRE PROTECTION SYSTEM WORK INDICATED IS FOR INFORMATION ONLY. CONTRACTORS SHALL VERIFY CODE REQUIREMENTS. ELECTRICAL CONTRACTOR IS TO MEET ALL CITY OF TIGARD SUBMITTAL REQUIREMENTS FOR DESIGN SIZES AND LOCATIONS OF ALL EQUIPMENT, BOTH EXISTING AND NEW. THESE SYSTEMS ARE SUB-CONTRACTOR DESIGN/BUILD BUILD PROJECTS, AND SUBMIT PROJECT THROUGH THE CITY OF TIGARD PERMIT PROGRAM. ELECTRICAL DESIGN BUILD AND ARE TO BE SUBMITTED UNDER SEPARATE PERMIT. IT IS THE RESPONSIBILITY OF THE DESIGN/BUILD SUB-CONTRACTOR J -I}-1J- DRAWINGS SHALL BE SUBMITTED, REVIEWED AND APPROVED BY THE OWNER'S CONSTRUCTION MANAGER AND ARCHITECT PRIOR TO OBTAIN THESE PERMITS. DESIGN BUILD DRAWINGS SHALL BE SUBMITTED, REVIEWED AND APPROVED BY THE OWNER'S TO ISSUING TO THE CITY OF TIGARD FOR PERMIT. CONSTRUCTION MANAGER AND ARCHITECT PRIOR TO SUBMITTING TO THE CITY OF TIGARD FOR PERMIT. E. EXIT AND EGRESS LIGHTING SYSTEM ARE TO BE INSTALLED TO MEET THE IBC AND PRESCRIPTIVE LIGHTING PATH (IBC 2007.) 2. CONTRACTOR TO PROVIDE CFM DELIVERY FOR EACH REGISTER ON THE MECHANICAL DB DRAWINGS. a . L. EGRESS PLAN IS INDICATED IN THESE DOCUMENTS. 3. ALL MECHANICAL PLANS ARE TO BE SUBMITTED FOR APPROVAL BY THE OWNERS' CONSTRUCTION MANAGER AND ARCHITECT r ' F. MAINTAIN EXISTING BUILDING FIRE AND LIFE SAFETY SYSTEMS INCLUDING, BUT NOT LIMITED TO SPRINKLER SYSTEMS, SMOKE PRIOR TO COMMENCEMENT OF MECHANICAL WORK. REVISIONS DETECTION SYSTEMS, SMOKE EVACUATION SYSTEMS, EXITING SYSTEMS AND EMERGENCY ANNUNCIATION SYSTEMS. i • G. ALL WORK SHALL CONFORM TO APPLICABLE BUILDING CODES AND ORDINANCES, AS MODIFIED FOR THIS BUILDING ON 4. CONTRACTOR TO SUBMIT ALONG WITH BID, NUMBER OF EXISTING AND PROPOSED VAV BOXES AND TERMINAL UNITS 1 RECORD AT THE CITY OF TIGARD. IN CASE OF CONFLICT WHERE THE METHODS OR STANDARDS OF INSTALLATION OF THE CONTEMPLATED AS PART OF DESIGN BUILD CONTRACT. I DATE MATERIALS SPECIFIED DO NOT EQUAL OR EXCEED THE REQUIREMENTS OF THE LAWS OR ORDINANCES, THE LAW OR J . . M . 6�_. JULY 12, 2012 ORDINANCE SHALL GOVERN. NOTIFY ARCHITECT OF CONFLICTS. ELECTRICAL € ®® ° ' : a : LIMITS OF WORK a) -0 H. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY EXISTING CONDITIONS. NO ALLOWANCE WILL BE MADE FOR - y T -'` 6 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 ( -r = -i' PROJECT NUMBER U FROM INFORMATION AVAILABLE LE FULL RESPONSIBILITY FOR THE CONSEQUENCES OF ACTING ON CONCLUSIONS DRAWN UNDER SNEPAROTE PERMIT.NG AND IS NEW.THE RESPONSIBILITY BILITYMOFATHESUB-CONTRACTOR DESIGONBUALD OSUB DESIGN/BUILD SUB-CONTRACTOR OBTAIN NO THESEUPERM TD ��� U 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 j - 20094805 /� 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 -1 �- 1 �- j I. AND DESCRIBED HEREIN. 2. ALL NEW ELECTRICAL OUTLETS TO BE MOUNTED AT +18 UNLESS NOTED OTHERWISE. e 1p,o = o p 3. ALL RECEPTACLES, SWITCHES AND COVERS TO BE BUILDING STANDARD AND MATCH IN COLOR. FIELD VERIFY COLOR UNLESS 1 E- OTHERWISE NOTED. e C_ I ilk O 0 0 L N4. SWITCHING FOR ALL LIGHT FIXTURES TO BE COORDINATED BETWEEN ARCHITECTURAL AND ELECTRICAL DRAWINGS PRIOR TO li BEGINNING OF WORK. CONFIRM W/ ARCHITECT. 1 a [ -f_i_ i 1 D, , , I 0 5. MODIFY EMERGENCY EGRESS LIGHTING AS NECESSARY TO MATCH PRESCRIBED PATH AND TO CONFORM WITH IBC 2003. SEE a / - EGRESS PLAN FOR EGRESS LIGHTING PATH. a / / / N LJ ARCHITECTS N 6. CONTRACTOR TO GET FIRE LIFE SAFETY DESIGN PRICING AND DEVICE COUNT FROM SEIMENS. ELECTRICAL CONTRACTOR TO i I VICINITY PLAN INCLUDE FIRE LIFE SAFETY IN IT'S BID. NO TH 1 i 1120 NW Couch Street ,! 5 Locust$t t �'4', ,..4;,1 �I �::1l,t 1_L:us !i ` Suite 3 Portland an Q I ,.,,. GEND 0 R 9 7 2 0 9 LEGEND square Rd , z i O .� }_ � Tel Tel: (503) 224.9656 ,, EXIT _ _.. •;,.t,;s : Fax (503) 299.6273 v) . (,) ,, „, 4 e ' „,, ,,,;, Z www.gbdarchitects.com Izeov, t,Noble ' DENOTES AREA OF MIN 3 -8 WIDE EGRESS PATH Le C ,. PROVIDE EGRESS ILLUMINATION ALONG EXIT PATH NOT LESS THAN (1 ) FOOT "' CANDLE MEASURED CONTINUOULY AT THE WALKING SURFACE.,,,. , ii @AV a-/ I- 1 (4- 1Z tb'fit..,. oo i, ��, CITY TIGARD O-T-C ,„ N � C Occupancy Type �--�. s � � Conditinaal Approved j O Tenant Approval x' Occupancy Load Ili o "cr . t' ' See Letter to:Follow Y t Construction Type p p Rated Corridor .�.. F. cy 2t7 L, as^;, Attached (d.� A1 Energy Code o - ,t.� , Perm Number: Accessibility S Date tY Q .,. SW Oak St i,4� ,,mg , a,,, , »,n .iii 4,i f.9 ikIi te1 . Ada �if��� / k��'�.� Permit i U ., By: r'na, Date: ` 7 • OFFICE COPY \ , ___A is m m m is • --iu--. Bp B S B B © B p Bhp Bp B \\ Ti) B p B q B 0 •:1 co $.$$ I iS / L_T_., all = -:/ k,i1+84 a) i!•_4..,� . e- 1 ozi I Shorenstein Realty Services [�,1+44�^\ +44_� L L J' i +60 One SW Columbia Street, Suite 300 ll F� r i +40 Portland, Oregon 97258 +44 +44 p 114- 1 q V ii►-- B 0 +44 � i j Lincoln Center- Four Lincoln w =Q--e B i I 10250 SW Greenburg Road Dc 3 e ® � � � - I +44 Tigard, Oregon 97224 II 0 0 - I +44 -0- G T S I I i r 2ND FLOOR, SUITE 200 UJ SS �E I I ��, C�r I U . FE II +44 . B .�' 4iO ,..s.,- RAIL AVIS PO ND, OREGON I 338@ Ie' OF 00 II e. CD ll GU •n 0 GO ii ii il I\ T ) [ _ J• . _ m .. m mii REVISIONS,„ do 110.t4 i> : O - liim � m 1 z co I m Him DATE I m I . m I JULY 12, 2012 3 'E' si PROJECT NUMBER i Bhp \7 BCp �` BC BCp Bhp 77 p B B4 Bhp BCp D BC 7 1 II BE B p 20094805 o ill MI Nrnrn VI I . PARTIAL 2ND FLOOR — DEMOLITION PLAN Z 0 3/32" = 1 '-0" WHEN PRINTED ON 22 x 34 PAPER DOOR SCHEDULE o Opening Door Door Frame Hdwr. N ARCHITECTS Door # # Leaves Size Material Type Material Group Remarks GENERAL BUILDING NOTES: PLAN REFERENCE NOTES LEGEND cN 202-1 1 3'-6" x 8'-O W D ',JP MTL 3 20 6-1 1 ,3'-6'' x 3' 0' IN D FL MIL a 0i REMOVE RELITE AND INFILL WALL. SALVAGE RELITE FOR ,,� - r. ,, A. NEW DOORS TO MATCH EXISTING. FIELD VERIFY DOOR REUSE. AS INDICATED ON SHEET A3. OFFICE ROOM NAME ARCHITECTURAL PLAN 1120 NW Couch Street �I I , 1 1 } x r w D FL tILTL DIMENSIONS AND STYLE. REUSE EXISTING DOORS IF PRACTICAL. 510A = Suite 300, Portland J 212-1 1 3'-���� x �-5'-0' 1+vD FL r���,�1TL 2 ROOM NUMBER REFERENCE NOTE Q B. NEW DOOR HARDWARE FINISH TO MATCH EXISTING FINISH OF ® REMOVE STRING OF BLANK DATA OUTLETS AND PATCH A 0 R 9 7 2 0 9 214-1 1 3'-C" x 8'-0-' bU D FL MTL 1 OTHER DOORS IN SUITE. O WALL. © ~ ELEVATION REFERENCE / \ REVISION NUMBER Tel: (503) 224.9656 O 216-1 1 3'-0" x 3'-0' \A/D GVP r..,.1TL 1 C. NEW RELITES TO MATCH EXISTING IN SUITE. MATCH SIZE AND A801 — SHEET REFERENCE Fax: (503) 299.6273 = CPT-1 226-1 1 3'-6" x 8'-0" \ /D FL MTL 3 SILL / JAMB CONDITION. 0 REMOVE FLOOR OUTLET AND PATCH FLOOR TO MAINTAIN i FLOORING TRANSITION www.gbdarchitects.com 228-1 1 3'-0" :x 8'- �' \ /D FL MTL 1 FIRE RATING. r � e.9—DETAIL REFERENCE 0 1.,C� 1 1 0 x. 18 [� 11dD FL �1TL 1 = SHEET REFERENCE CHANGE � 2�b-1 1 3'-O" :<. 8'�r' WD D FL MIL `? EXISTING PARTITION OR N 260-1 1 3 -0" x 8'-0"' 1N D FL MTL ^? DUPLEX OBJECT TO BE REMOVED -DENOTES NEW A-2 co E 262-1 1 3'-0" ;; r1' 0 ����+C7 FL MTL �' - EXISTING PARTITION TO REMAIN N QUAD POWER a 270-1 1 3'-0" x 8'-0"' VID FL MTL 3 o ( 270-2 1 3 -0 x (} r-, FL MTL 1 HARDWARE GROUPS NEW BUILDING STANDARD N O 66 _ PARTITION p VOICE/DATA i C', GROUP 1: GROUP 2: GROUP 3: ® NEW PARTIAL HEIGHT PARTITION • - LATCH SET LOCK SET (OFFICE) ELECTRIC LOCK SET $ Tenant Approval pp royal CD w N Note: All nev4' door heights to match existing door heights Field verify existing doors prior to BUTTS BUTTS BUTTS .J _ � _ E SILENCERS SILENCERS SILENCERS =-- ---{= BUILDING STANDARD RELITE s. FLOOR MONUMENT OUTLET 0 .- orderi nci. WALL STOP WALL STOP WALL STOP �, ■ Date CLOSER < 1 EXISTING DOOR AND FRAME BF FURNITURE OUTLET (BASE U -' CARD READER w TO REMAIN FEED) „ ,i-: _ m _ -----m-ffi >,6 - —il. 1 (_____li , II M M m • m is -N N N II II M --E 0-- 7 111) 8 0B 270-1 S BB O B � B 0 0k B 0B CI) B 0B 0B +884 N O, 3' 3” N NO CD 11 0 O 10 0 cJ N w -CR O A6 410 Q +44 ■e III B aNNO N N N SHIPPING N STr IN CONFERENCE N RECEPTION N SERVER OFFICE N N ADMIN N-12 A6 COPY / FILE BREAK O ill N 270 :O N N 202 N 206 O N 208 212 214 N N 216 Q N DATA ONLY 14 i+44 I A6 O N Shorenstein Realty Services II: o N+8 cv N co 0o cv N co 0 Nv " CR ° � O 5 0 0 �, N N 0 +60 One SW Columbia Street,Suite 300 >• 0 —S ■ , O >•r = 0 11 • 40 Portland, Oregon 97258 II 0 _ __+44 27.-64" (RECITE) 2 CR AISLE AISLE NO 1 210 +� 4 N OPEN AREA Q 204 0 Q _ o ��� 2 68 n' O' 5'-0° i 6.-8" o +4 4 ° / 4'-0" `� sCi Lincoln Center- Four Lincoln / N ° ° N 0- N ° ° N �. 4/11\1 N N al i q N N N _ N _ N Q N N _N 10250 SW Greenberg Road irJ II w O9 .. N .� N N N O ® OPEN AREA +44 Tigard, Oregon 97224 ID TYP. ® �° 0 „�,,,,,,,,,,,,,�,,, ,,,,,, ,,, „ ,,,,l,,,,,,,,,,,,,,,,,,,,,,,• A6 ,i WOMEN MEN I "IAN III/ \111 N 4'-0” a °" ,� 4 °° 4'-0- TYP N N 4'-0" 4.-0" TYP. 222 220 II 218 N N N SYSTEMS N la DEVELOPMENT �J SUPPORT ,,,,,,,,,,,,, .. . p f 44 G T S 234 252 250 4 N N (EXIST. EXIST. 2ND FLOOR, SUITE 200 ' N N r CR 6'-0" 6.-0" .t.. ii... SS �� 1Q 0 CO N - - _ O f _ a QN N N C-� N N = ' . N �° N � N ° N N N N b : ° N N s•-o• ,� EXIST. �g� Ake - ` _ - FE BUSINESS _ N N � N T ��� N N N N N AISLE \ \ �„, ,,,,,,,,,,,,„..c AISLE SERVICES - RAIG L. VIS SALES ,,,,,,,,,,,,,,,,,,,,,,,, 264 > c N ■ N N o = N N 244 236 '� ■ ° �A B .:ee 266 � N NON N N� T \ -4 N ,, N N ° ND = N -, N , 20.-0” . U ,o'-o° — POR ND, OREGO ° 7"-0° // 6'-°° �'� 6-0” l ■ N N $. 4'-0" 4'-0" 4'-0" AISLE 0 N 3008 Q N N ACCOUNTING r SUPPORT 4-0 _ 224 O WORK ROOM 0�' 117 DEVELOPMENT QN 9 SYSTEMS OF iiiiiiuiuuuu, �..nn....... \ !_ _ n.■ p �r ° .■ 4,-o- k 254 248 .0. -0- N NN 4'-0" ,, j,2'-0"A,2'-0" 232 - 226 7'-6" / , 0 N OCR II 3E N o o NON o o N N N NN o o NN N N N Q5 N N N N o0 N N N N P--Q N N N N N N N N N �a N 226-1 �(b ��r 7 L In LEINsil nnun lu mm�."..,i.n. n ..■ \ Q 228-1 1 6'-6" 4'-0" 1 13'-0" 1 4'-0" 1 6'-8" 1 cu AISLE AISLE N ■g 256 232 / 15'-0" RELITE 12 12 12 11 6'-0" OF GLASS I I i i _M=11111111M11.111_______O -I = = —- -- 1 - - J —11 II X111 f.l 12 S 1 12 12 12 c~ o0 AB AI N N N "' w cal w w / w �CV 0 N N la co iii m m- E ® ® • REVISIONS m I A OFFICE N N -� OFFICE OFFICE OFFICE ® OFFICE OFFICE N N ADMIN NO m ON • N ©OQ DATE .... 262 m 258 C 246 242 240 238 260 (� m m I. m L B'-o" of GLASS N TRAINING JULY 12, 2012 (n CONFERENCE N e. 11 111 3 230 (2) 4'-0" SPACED 228 CO DOOR AND CORNER cu PROJECT NUMBER U DE D EQUALLY BETWEEN o B V B B B B V� B 111 B B B ° B 20094805 � � B B c -§ e PARTIAL 2ND - TENANT IMPROVEMENT PLAN ° 3/32" = 1 '-0" WHEN PRINTED ON 22 x 34 PAPER z 0 0 GENERAL BUILDING NOTES: PLAN REFERENCE NOTES TENANT ALTERNATES LEGEND GBD O 0 PROVIDE NEW BUILDING STANDARD CARPET AND PAINT THROUGHOUT. 0 PROVIDE AND INSTALL TENANT SPECIFIED CARD READER TO THIS DOOR. o A. NEW DOORS TO MATCH EXISTING. FIELD VERIFY DOOR PROVIDE NECESSARY ELECTRIFIED HARDWARE. OFFICE —ROOM NAME Di ARCHITECTURAL PLAN ARCHITECTS DIMENSIONS AND STYLE. REUSE EXISTING DOORS IF PRACTICAL. ® PROVIDE NEW BUILDING STANDARD VCT THIS ROOM ONLY. 510A —ROOM NUMBER REFERENCE NOTE N B. NEW DOOR HARDWARE FINISH TO MATCH EXISTING FINISH OF ® PROVIDE 8'-0 X 2'-0" RELITE. SILL TO BE AT 5'-O" A.F.F. CENTER ON WALL. OTHER DOORS IN SUITE. ©= ELEVATION REFERENCE A REVISION NUMBER REPAIR CHIPPED LAMINATE ON EXISTING CASEWORK. 0 SILL / CONDITION. 0 INSTALL SALVAGED RELITE IN THIS WALL.C. NEW RELITES TO MATCH EXISTING IN SUITE. MATCH SIZE AND A801 — SHEET REFERENCE 1120 NW Couch Street J O PROVIDE POWER/DATA OUTLETS AT 84" A.F.F. FOR TENANT'S SECURITY CAMERA. _ CPT- 1/ FLOORING TRANSITION Suite 300, Portland Q Q4 AI—DETAIL REFERENCE 0 R 9 7 2 0 9 w PROVIDE POWER/DATA OUTLETS AND BACKING FOR TENANT'S TV. A901 SHEET REFERENCE CHANGE 6 5 PROVIDE PLASTIC LAMINATE COUNTERTOP. USE CONCEALED BRACING TO KEEP KNEE Tel: ((503 224.9656 PLAN REFERENCE NOTES (CONT.) SPACE CLEAR. Fax: (503) 299.6273 ® PROVIDE 42" WIDE DOOR IN BUILDING STANDARD FRAME. EXISTING PARTITION OR �N DUPLEX OBJECT TO BE REMOVED www.gbdarchitects.com 0 10 PROVIDE 2 TON DEDICATED COOLING UNIT WITH SEPERATE METER IN Qs PROVIDE BUILDING STANDARD DOOR WITH GLASS VISION PANEL. DENOTES NEW oTENANT'S SERVER ROOM. 0 PROVIDE FLOOR OUTLET. TENANT TO CONFIRM DIMENSIONAL LOCATION. EXISTING PARTITION TO REMAINN QUAD POWER Co 0 PROVIDE NEW BUILDING STANDARD DISHWASHER. INSTALL INTO 0 PROVIDE (1 ) 48OV 4OA FEED, (1 ) 3OKVA TRANSFORMER, (1 ) 100A 208V DISCONNECT. O PROVIDE BUILDING STANDARD DOOR AND FRAME. NEW BUILDING STANDARD N O EXISTING CASEWORK IN BREAK ROOM. INSTALL TENANT PROVIDED UPS, WEIGHT AND LOCATION OF UPS TO BE VERIFIED BY PARTITION v VOICE/DATA ROUGH-IN A-3 STRUCTURAL ENGINEER PRIOR TO INSTALLATION. COORDINATE LOCATION WITH TENANT. 8 PROVIDE BUILDING STANDARD 42" WIDE DOOR WITH GLASS VISION PANEL AND FILM. — NEW PARTIAL HEIGHT PARTITION � � O � a 0 PROVIDE NEW OR RELOCATED BUILDING STANDARD RELITE. RELITE TO SWITCH o, c� ® PROVIDE FULL HEIGHT FRAMELESS BUTT-GLAZED RELITE WITH ROLL DOWN SHADE IN , o MATCH DIMENSION AND STYLE OF EXISTING OFFICE RELITES. RECESSED SHEET METAL POCKET. SHADE MATERIAL TBD. O PROVIDE ADDITIONAL DUPLEX POWER OUTLET AND/OR DATA ROUGH-IN BUILDING STANDARD RELITE ■ FLOOR MONUMENT OUTLET ■ N O PROVIDE PARTIAL HEIGHT WALLS (SHOWN DASHED) WITH HARDWOOD CAP AND 0 PROVIDE NEW OR RELOCATED BUILDING STANDARD DOOR AND RELITE. RELITE STYLE AND EXISTING DOOR AND FRAME BF FURNITURE OUTLET (BASE• 0 9 ( ) ( Tenant Approval DIMENSIONS TO MATCH RELITES IN EXISTING OFFICES. TO REMAIN FEED) `V REINFORCING STEEL CAPABLE OF SUPPORTING 24" HIGH GLASS PANEL DIVIDERS ON oN Q TOP OF WALL. SEPARATELY PRICE ALL ASSOCIATED ELECTRICAL AND DATA OUTLETS. 11 < - PROVIDE CHANNEL SET GLASS FLUSH AGAINST WALL. GLASS PANELS TO BE )/2" TEMPERED Date U GLASS 4'-0" W x 9'-0" H. BRACE WALL HEAD WITH KICKERS ABOVE CEILING AT 4'-0" O.C. CENTER GLASS ON WALL. OVERALL DIMENSIONS OF GLASS INDICATED ON PLAN. 0 RETROFIT EXISTING DOOR HARDWARE TO HAVE BUILDING STANDARD LOCKSET HARDWARE. 1 • ,_____ IV , , , i , --U U @ L _, 1 L + 1 } + LJ0 11 __ L L J L L I— ---k--71 SP I • 1 I I )'� I if I I )"� II )'� I�/ \ ° ° ° °Y - r -1 r r 1 Y Xr - ti------r � -+ + + � -� + a- -a + __ r � r r -T Y r � Y r r 7 Y r -I Y r 7 ti Y r -7 Y r 1 T r t Y A 11 r , T r r r -r- T r r t p 0 ® \ 0 u Shorenstein Realty Services SPI@ 0 V CI ------- + --�---- - ti + ti -1 + ti -I L J 1 L J J 1 L J + F + +---_ One SW Columbia Street,Suite 300 \ /I I\ /� II\ /� 1\ /1 I\ /I �I d\ /I t� y( 1 ti y( N b y( r I y( 1 I }.( I �. � }.( I O — Portland, Oregon 97258 SP h I t� 1 I I I SP L_ • )"� I I )'� I q ) � � ) � I I ) � I • 1 )"� 1 t% r $j �Iv�/ \1 I/ \I �/ \I / \p 1/ \1 .\] I/ \1 FS _ IL—_y 1 �__y �__yL __y --y 1 L It__N J r Y r Y r Y L I 1 1 L 1 L 1 L J 1 I L J 1 L 1 L 1 L J 1 L J 1 L J 1 L A___ -_1 L J 1 L J 1 \ 1 7 F I i I I i O � ® ® ii I I - - I I Lincoln Center- Four Lincoln X r -1 r---1-r-- -- r 7 r r -- -- -- ° r r -+ + -� + 1- -, + r y r r. 7 r t X X r 7 r r r 7 7 t X r -1 -1 \ 7 t X r i•- f Rya \ /Y • \y /I 10250 SW Greenburg Road a I ) N ° FS I )� ; 0 ° , p Tigard, Oregon 97224 / \I I.// ,�/ \B x--Ni_\I 0 -I 1 F + g__N L _—/� ,_ _, +'1�__yi_ 4 + ,_ 4 + L J 1 X X L J 1 L J 1 L J 1 „ + L J i- J I- V+ L -I___ 0 — — IIFs Fs G T S FS L 2ND FLOOR, SUITE 200 L J 1 L J 1 L 1 L J 1 1 L J r -I T r 1 t r -1 T r -1 T L J } L 1 L J 1 L J 1 L J 1 L J 1 L J 1 L I 1 L J 1 L J 1 L 1 1. �i L J l�I/ �\ / I\ / y\ /� I\ /I n P r 1 )- r I y� - y-3-k r y 1 I r 1 r r -I r 1 + + + + r 1 r r -1 r r -I r r r r -I r r -1 T r 7 r r 7 r r -- -- Y r 7 T r 7 r + Y Y �`Q D A�j/y X)-cr V )� a 4 )-C11 iH1I o 12.-k--1,:: 1 (�vl" R I/ \ �/ \I I/ \p I/ \I r 1 t__N __N a-- ' is_ N I • • I I �-- y ® � .�' r„ r„ r„ „ :i;: � - /X\/\ P RAIG DAVIS III ____ti + + -! + F + + L J 1 1 L J 1 L J - 1 .��/ ` J + 4 + A t- + -1 + + 4- - -1 + L J + V- -I •III f K--7' k--7 k--7 K--a ° ° ° POR ND, OREGON 3008 1\ /1 1\ /r II\ /1 �\ /I I `� • '� 1 - I 1 y , yeti ay( 1 µ --7 r ] 01j r r r T r r• •L Jr _ _ J 1 L J 1 � � I: :: L � 1 L J 1 � J 1 � J 1 � 1X : L J x � J 1 L J 1 L L J 1 I 9) p1r � C1.�/ \ti �/ \G ��\I p tt ° �/ \p o o --- r , 1 r 'T Y r , Y r -I T r , Y r 'T Y , + 1- , + I- -I + H r -I r r -i Y r -I Y r -I Y r -1 Y r r 1 r -1 X--y r --rk--7 H .4- t r T sP 1y`a ! 1, /1 I\,..1 i\y�i 1 >..1 1\y�1 X X X /i� I/ \1 1I// \1 1/ \� II/ \I / "\I / "\1 \ \ I -J + ti + ti -I + ti + I- -I + + L J 1 1 L J 1 L J 1 1 + -a + + +_ - +�--y ��-�I +-__Iti -+t--y 1.__N g__y If__A J .y + L J i L 0 0 X X 1 l� I 1 I II \p !1\i L 1 1 L J I J J 1 I- J I I- } i- J r i T r_ -1 -T r ', -1 r -1 T L 1 . }X I- J 1 X f. 1 _ 1 X J 1 Le__3 Le f J -f 1- J 4 I J r -1 1 K_---- 1 -I- '! K- T _ 0 0 0 0 0 _ 0 0 0 FS 0 I\ /I i �\ /I r! O CI o I >" SP FS p )� / \I Mt/ \I 11- - -..:y —1___ -1--,1- _ 11 TL T1 — , , ,�L Y - '1� �j�' t� y1 __ Y_ ---- r-- —=F l _J_ ---_r____Y_-1�____Y---_.� - ----. - ____2.7 Y yI Y +�I T Y �__� 7- -J- _�� r In /1 ^ /1 T r -I�_�-.p r ti Y r -1 T� r —— + _ +_-_ 1�— __ + � � �- �/1 � /1 I I\ /1 I\ /I Sp I\ /1 I I I 1 I\ /I 7\ /I I\ /I �\ /I r! Iy( I Iy( I y( I t! SP SP SP SP [ i4 dy( I 1y( I � y(\ II I I )'� I � ) I h/ \s I/ \I 4r// \I REVISIONS + -- + 4 J + + ____ L _1 1 L J 1 L J 1 L J 1 ,. -1 + t- + 1- -I + 1- -1 + L -1 + - f- J + 1- 4 1 + 4IL__4r L�—_* + IJ--11 + 4-- + - J 1 L IItr t� O 0 0 _ O 1 p 6 t r1 111 \ DATE ! 00 OO • a III It r„ CD, r„ in JULY 12, 2012 rn J + L J + L J J 1 . L J 1 r -I Y r n T r - T / \ ' Y L 1 + + J- + L , 1 L J }______h { L L , + J .!f L J 1 } J + r - 1 L J 1 r -1- T r 1 T X X CD r rr ty 0 tr tr r- i I O 1 O I o 111 ! O • O • OO \J�/ //J • PROJECT NUMBER r -I -1 -t y r -i -r r -1 o 1 Y r 7 T 20094805 U t1 ttip rp t! r! r 0 •c MI ' AM ---Alr —10.11.111-1___Ali Ir ill - il - • 111 ' ' lit 'M' ' Ill Iff' MI ' ilt ' lil la ' MI II ' IN ' IIi ill • 111 11;1 i 3 2 0 O PARTIAL 2ND FLOOR REFLECTED CEILING PLAN - DEMOLITION DGB16 6 3/32" = 1 '-0" WHEN PRINTED ON 22 x 34 PAPER ZO o GENERAL BUILDING NOTES: PLAN REFERENCE NOTES LEGEND ARCHITECTS u_ A. INSTALL SUSPENDED ACOUSTICAL TILE CEILINGS TO MATCH i NOT USED. c\I I EXISTING CEILING HEIGHT UNLESS NOTED OTHERWISE. EXISTING PARTITION OR 1 _ _ ; ACOUSTIC CEILING GRID o B. FOR SEISMIC BRACING OF SUSPENDED CEILING AND INTERSTITIAL OBJECT TO BE REMOVED _ 1120 NW Couch Street EXISTING 2X2 CEILING HVAC EQUIPMENT SEE DETAIL ON SHEET A-6. EXISTING PARTITION TO Suite 300, Portland C. CENTER ALL RELOCATED DOWN LIGHTS, FIRE SPRINKLER HEADS, DIFFUSER TO REMAIN Q REMAIN 0 R 9 7 2 0 9 SMOKE DETECTORS AND ALL OTHER CEILING PENETRATIONS IN o EXISTING RECESSED CEILING LIGHT Tel: (503) 224.9656 O CENTER OF 2X2 TILE UNLESS NOTED OTHERWISE. PARTITION BUILDING STANDARD D. REPLACE DAMAGED AND SOILED CEILING TILES WHERE AFFECTED FIXTURE TO REMAIN Fax: (503) 299.6273 j BY CONSTRUCTION TO MATCH EXISTING. BUILDING STANDARD RELITE EXISTING SPRINKLER HEAD LOCATION "'"""gbdarchitects.com -6 EXISTING 2X4 CEILING LIGHT EXIT SIGN �� FIXTURE ON EMERGENCY CIRCUIT I'!' EXIT SIGN TO BE REMOVED OR RELOCATED A_4 EXISTING 2X4 CEILING LIGHT FIXTURE TO REMAIN CO SMOKE DETECTOR °o �, ® SPEAKER NEW OR RELOCATED 2X4 CEILING N LIGHT FIXTURE © FIRE STROBE o Tenant Approval Li N ;�.,_r 2X4 LIGHT FIXTURE TO BE Er_ N �'�'�':� REMOVED OR RELOCATED 0 Q 5 Date U -' (---------h ' ■I1 MC MIN 11111111 =II MIN 1 MI iIii:7iO ;(_ I 1 L 1 L L 1 _ - 1 L 1 L 1 1 L 1 L 1 L 1 L _ _L 1 L L 1 L L O1 At A T r 1 Y r 1 1 r Ar' ;>C O i}\ O• O •• I �,� sP • X: A A . i r ti Y Y �- ---Y f -7 Y r Y 7 Y - - --7---- Y r 7 7 Y r x r ti Y r T Y r T Y r Y r T T r 'T T X ° I FS I� ° ° O °,� ° sp J -I L ,� _ _J J 1 J ___+ L -1 + L J +___ 1- J + 1- J-___ + 1- J- + 4- J + 1- L -1- +-_ _4 J- + I- -I + I- ` I- --H + I- -F- +--__ One SW Columbia Street,Suite 300 CI N 0 Portland, Oregon 97258 I - I I r \ 1 '- L L 1 L J I 1 1 L 1 L J 1 L 1 L J + L I 1 L I I L J 1 L _MI J 1 1 I I I I r 1 1 1 Y r 1 Y I AM � . ► ,r , „ , Fgr, A , ► ,r �►, r, ►. ror /,,o Ao , ice/,, - ; --r ; -'--_ _j I (,�; jd � 1 ►�riz/A0V,A/ %i / I �i►I /'� �% � /i►I / � ..� _I Linco n Center Four Lincoln •� 10250 SW Greenburg Road f pir \I FS ° I ° ° f� •� ' - ,� Tigard, Oregon 97224 1 I ,� A � J + F J '�L J + L J + 1- J II V FS J FS O O G T S + + 2ND OOSUITE 200 I 1 _ L L J 1 L �,1 L J 1 L J L J 1 L J 1 L 1 L L J 1 L J 1 A_ i L J ° A ° _ A - -------r-_ , r _ r r- r - r , � J + � -1 + � J + � J III r r IX r 7 Y r ti t r ti Y A r------7 r i 1 • A4II I ■ ■_-F ' ):(1jj4 L J 1 1 L J 1 L J Xj,F J L , J + J + J- - J - __ - __ ____ _+ ti J + -- / a ° PORT i' D, OREGON � 3008 111 1�___- L___. F J. L - _._ L J 1 -r J Y r J Y. r -r T r -I Y L L J 1 L J ___1 L. J 1 L J 1 J 1 L J 1 L J 1. ____ _1 L J 1 r -1 7 r l 1° X X X• 4 H 0 1 X------ J -1 + 1- J + r )< o1I: r "1 Y r '� Y r -1 Y r T Y Y -7 Y r 7 ---- Y Y 1 Y r T Y'�- ---- -Y r -I -;- -'1- +---- SP x I I 4 J 4 L J 1 1 L J 1 L J 1 X + A, Ad+ J + J + X + L - L X J '/ J L4- ____ -+ \ + L J I L \____wr pr fil tri 111 11 F T . , A A . A V i 1 , , ,v,1 El II m r a mki 1111111 MI L L firl A A I A illy4 4 A ' A Ittil 41, - 1- 1- II- I. 7.1 �. I, ,_ lr rti,:fiZarAfrAellre. I � I o I ��, ZrAider7ZAKA,Z111rell:91.1 SP FS ° 1 I 1 I I I I I 1 1 I I I I I I I I 1 I ,I I 1 I I i I I I I I I 1 I I 1 I I I I i 1 I I I I I I I I I I I I I I I I I I I I 1 I 1 1 I I I I I I I I I I I I 1 I I I 1 I 1 1 1 1 1 1 1 I I 1 1 I I I I I 1 I I I I I I 1 I I I I 1 I I I 1 I 1 1 I I I I I 1 �i�i _ -��I + —�— _ ..«�i-1-'�.=ice - �:=I 7 '�.�: -Y 0,,1'--- __ +---- 1 1 1 1 1 1 ! 0 I V V• •• SP SP \ \ SP SP SP SI pl. • _- O - REVISIONS -- J +- L J + L J 1 L J 1 L J 1 L J 1 J + J + 4 + L J + + + + J 1 I O O O O O \X O OO OO • 1,1 DATE SP o Sp I X X JULY 12, 2012 O II I rn ___ - _______L J ,______� J 1 L , T 1 X J + [ J .+ F 'J +- J 4 1- J 4 L - _____+ + L + + _1 L J 1 / L ----- L - ------ r 1 Y r -I Y r 1 T r -1 Y --'-- r"----7---- -r T 1 r 1 1 � 1 1 XX X X 1 )::(1 I I o • Oa OO � / Oa X \/ A> / PROJECT NUMBER U r Y r Y r I Y r r r Y J ti - / Y r -t Y r Y Y r r Y -r ti Y Y r -I Y r Y r T Y ` + r y + 0 20094805 U - O 0 PARTIAL 2ND FLOOR REFLECTED CEILING PLAN - TENANT IMPROVEMENT 16 6 3/32" = 1 '-0" WHEN PRINTED ON 22 x 34 PAPER ze G B D GENERAL BUILDING NOTES: PLAN REFERENCE NOTES TENANT ALTERNATES LEGEND ARCHITECTS (u_\, A. INSTALL SUSPENDED ACOUSTICAL TILE CEILINGS TO MATCH Oi NOT USED. O PROVIDE AND INSTALL TENANT-SPECIFIED PULL DOWN PROJECTION EXISTING PARTITION OR ACOUSTIC CEILING GRID I I I ,� EXISTING CEILING HEIGHT UNLESS NOTED OTHERWISE. SCREENS. OBJECT TO BE REMOVED 4---4---1- 1120 NW Couch Street 0 B. FOR SEISMIC BRACING OF SUSPENDED CEILING AND INTERSTITIAL EQUIPMENT SEE DETAIL ON SHEET A-6. X EXISTING 2X2 CEILING HVAC C. CENTER ALL RELOCATED DOWN PROVIDE SUPPORT STRUCTURE, POWER AND DATA OUTLET FOR EXISTING PARTITION TO /� DIFFUSER TO REMAIN Suite 300, Portland w DO N LIGHTS, FIRE SPRINKLER HEADS, TENANT-PROVIDED CEILING MOUNTED MONITOR. TENANT TO CONFIRM REMAIN 0 R 9 7 2 0 9 SMOKE DETECTORS AND ALL OTHER CEILING PENETRATIONS IN FINAL LOCATION OF MONITOR. O EXISTING RECESSED CEILING LIGHT Tel: (503) 224.9656 O CENTER OF 2X2 TILE UNLESS NOTED OTHERWISE. NEW BUILDING STANDARD PARTITION FIXTURE TO REMAIN Fax: (503) 299.6273 V) D. REPLACE DAMAGED AND SOILED CEILING TILES WHERE AFFECTED ® PROVIDE DIMMABLE BALLASTS FOR ALL LIGHT FIXTURES IN THIS ROOM. "' BY CONSTRUCTION TO MATCH EXISTING. www.gbdarchitects.com BUILDING STANDARD RECITE EXISTING SPRINKLER HEAD LOCATION c ° EXISTING 2X4 CEILING LIGHT EXIT SIGN c FIXTURE ON EMERGENCY CIRCUIT EXIT SIGN TO BE REMOVED OR EXISTING 2X4 CEILING LIGHT RELOCATED A-5 I E_ FIXTURE TO REMAIN ® SMOKE DETECTOR • O o S SPEAKER N i°1 LIGHT FIXTURE CD FIRE STROBE o Tenant Approval Lii c\' r-_._ ; 2X4 LIGHT FIXTURE TO BE `L `�' !-- - `-J REMOVED OR RELOCATED 0 Q Date U 1 '-0" X \ r _- 1 -1 i) JA PLASTIC LAMINATE COUNTERTOP / • CONTINUOUS WOOD CLEATS, ATTACH ,COUS. INSULATION 4'-0" EACH SIDE OF TO EACH CABINET SECTION AND EACH 100111°01mir Tons INSULATED PARTITIONS. : i 2 -6 0 - ���' SUSPENDED ACOUSTIC CEILING SYSTEM '/ I/ -ICV — METAL STUD. N ► I c c r STEIN _ \ \ ? J 1 ° J WIRE INATE CABINET DOOR W/ I ETAL J BEAD 6'-0" A.F.F. \ �i ONT. i x 4" WIDE NEOPRENE GASKET TOP OF GLASS 8" I (2) 3/4" ADJUSTABLE MELAMINE SHELVES FAD TRACK•" Li N 3 SCREW RUNNER CHANNEL. 1/2 TEMPERED GLASS "'co' - co 0 4 ��\ - I STEEL ANGLE SUPPORTS @ 36"O.C. a ' ' i" TYPE "X" GYPSUM BOARD ON 24" METAL Shorenstein Realty Services �,_ HARDWOOD CAP-EASE EDGE ATTACH TO TUBE STEEL WALL - CABINET DOOR TO ALIGN W/ CABINET „ ♦ i` STUDS ® 24 O.C. I BOTTOM ■ One SW Columbia Street,Suite 300 SUPPORT ' � ' I — ■ ACOUSTICAL INSULATION. N ► , ■ Portland, Oregon 97258 \ 4'-0" A.F.F. TUBE STEEL WALL SUPPORT ik NB NED TRACK AND BOTTOM OF GYP. BD. AT INSULATED �1oO PARTIAL HEIGHT GYPSUM WALL PARTITION ONLY. -� cis PLASTIC LAMINATE BACKSPLASH CARPET (SEE FINISH SCHEDULE) l/ 1/ N Lincoln Center- Four Lincoln REVEAL - PAINT BLACK , \ / 2'-1" / -- EXISTING CONCRETE SLAB FLOOR \ x�PLASTIC LAMINATE COUNTERTOP 10250 SW Greenburg Road 8 CASEWORK SECTION \ .\ zo 1� `� MTL STUD. FRAME INTO VERTICAL �� \ 1 TYP INTERIOR PARTITION Tigard, Oregon 97224 ' l-� STUDS NESTED AT TUBE STEEL. \ - SEE DETAIL 15/A6. PLASTIC LAMINATE COUNTERTOP i �, I PLASTIC LAMINIATE DRAWER FRONT WITH G T S 3" ALUM GLAZING CHANNEL MELAMINE INTERIOR AND WIRE PULL WHERE GYP. BOARD Ni / 2'-6" ° Ii► WALL OCCURS 2ND FLOOR, SUITE 200 —1c., IV a PLASTIC LAMINATE DOORS W/ WIRE PULLS _ \ \ \ \ ° (1) 3/4" ADJUSTABLE MELAMINE SHELF �� DOUBLE STUD AT JAMB, TYP. I i.I `d 1/2" PLYWOOD - - 1 \ `. �; \ 1/ `v 8 BASE PER FINISH SCHEDULE I' _l I- \- IC _ IA 4 BUILDING STANDARD HOLLOW MTL � A TUBE STEEL ; \ \ !� KNOCKDOWN FRAME � 1`� Oil STEEL ANGLE SUPPORTS @ 36" 1. :� RAIL L. Is // - O.C. ATTACH TO TUBE STEEL - „ W c • 1 `� WALL SUPPORT ° . �' • •�7 I -- c� . PO ND, OREGON 5/8" GYPSUM BOARD TUBE STEEL WALL SUPPORT 5 CASEWORK SECTION o ° �_� �� m 3008 y PARTIAL HEIGHT GYPSUM WALL \ � OF O `/ 10 -- I BUILDING STANDARD HOLLOW MTL �� \ KNOCKDOWN FRAME Irotal 12 TOP OF LOW WALL 9 CASEWORK SECTION HALF SIZE 1 " = 1 '-0" 2 TYP INTERIOR DOOR/RELITE 1 -1/2" = 1 '-0" NOTE: REINFORCE LOW TION WALL WITH PLASTIC LAMINATE BACKSPLASH PARTI 2"X TUBE STEEL EXISTING ABOVE. STRUC. DECK WELDED TO PL 3/8" BASE PLATE AND ATTACHED TO CONC. / '-6" / (2) #10 SHT MTL SCREWS, 18 GA. MTL. STUDS BOTH DECK WITH 3/8"x 2" OR 3/16" SHOT ANCHORS ' . EXPANSION ANCHORS - \ PLASTIC LAMINATE COUNTERTOP W/ 1 1/8" EMBEDMENT • SIDES OF T.S. ANCHORED AND ATTACHED TO TOP z \ \ I O U ALTERNATE 45 DEC METAL TRACK. RUN LONG TO TOP � �� OF WALL. it -icy �C \` STUDS, 8'-0" O.C. REVISIONS BUTT JOINT CONTINUOUS TUBE STEEL SUPPORT \` �\ (2) #10 SHEET METAL l':''' ''' ' T ' ' p SCREWS DATE ° i CONTINUOUS METAL ANGLE BRACKET \ I 1I. GLASS PANEL _ N O I JULY 12, 2012 111111 TUBE STEEL SUPPORT — \ _ I ANCHORED TO STUDS HARDWOOD CAP p�R = , • F CEILING LEVEL BOTH SIES. SEE p [-----1 1 p 11111 �� -1<< A'p RUBBER BASE PROJECT NUMBER DETAIL 10/A6 FR F PAINT (TRACK STUD) I WORK SURFACE iti w REVEAL BLACK o I 20094805 O �r o USE PARTITION CLIP OVER / 11111 - _I GRID T-BAR FOR TRACK N � � a I I : . WALL BASE I STUD ATTACHMENT N P \ \ 3 WALL BRACING DETAIL O 12 6 CASEWORK SECTION N T S O 3/4" - 1 ,_0„ v) 15 SECTION AT TUBE STEEL 13 LOW PARTITION ELEVATION 10 PARTIAL HEIGHT WALL REINF. G B D O HALF SIZE 1 /4" = 1 '-0" NTS N MODEL: DONN DX ARCHITECTS (Ni 5 EQ. 14'-2" , CONNECTION DEVICES TO BE DUTY: CROSS TEE - HEAVY DUTY ' CROSS TEE - HEAVY DUTY I I OF AN APPROVED TYPE AND MAX. DESIGN FIXTURE WEIGHT 75 LBS. HAVE 100# CAPABILITY ACTUAL MAX. FIXTURE WEIGHT: SEPERATELY SUPPORTED U CONNECTOR AT TOP OF WIRE: 3/16" SHOT ANCHOR W/ 1 1/8" EMBEDMENT 1120 NW Couch Street SEISMIC STRUT: 3/4" CONDUIT W/ POSITIVE CONNECTION TO GRID Suite 300, Portland VERTICAL STRUT AT i BUILDING STRUCTURE 0 R 9 7 2 0 9 _ ;• /; ,� % .� 12'-0" O.C. EACH / 6 3'-0" 4'-0" WAY / COUNTERSLOPE HANGERS IF MORE p ri" ► ►,-' `% �i ff THAN 1:6 OUT OF PLUMB Tel (503) 224.9656 BUILDING STANDARD Fax: (503) 299.6273 � PLASTIC LAMINATE LATERAL BRACING SECURE ALL HANGERS TO L BOX-BOX-FILE O __ ADDITIONAL HANGERS ALL *41 BUILDING STRUCTURE www.gbdarchitects.com 4" � "' TRAPEZE DUCTWORK AND - - - - - - - - - - - - MEMBERS WI OTHER LARGE OBSTRUCTIONS. THIN 8" 0 O - -TT., •-i I 1 T.., ;-i T•., -1"r.,. i o PERIMETER ROSS RUNNE U - POP RIVET RUNNER TO i" �( BETWEEN MAINRRUNINERS J WALL ANGLE AT 2 ADJACENT ��� WALLS, FASTEN CLOSURE q_ 6 MAIN RUNNERS AT I ANGLE W/ #6 SCREWS 8" 4'-0" O.C. 4'-0" 0.C. co E DIRECTLY TO WALL FRAMING 'MAA 4'-0 O.C. SUPPORT ' L, ∎ 5 (5'-0" O.C.) (5'—O" O.C.) WITH #12 WIRE AT / 7'-41,, A6 A6 A6 OR PROVIDE STRUT 6'—O" MAX I 12'-O" 0.C. EACH WAY 4'-0" O.C. OR WITH 0o C. / 2 / STABILIZER BAR BETWEEN ' LATERAL BRACING AT 12'-0" O.C. EACH WAY. MAIN > #10 WIRE AT 5'-0" p Co „ ALL MEMBERS AT PERIMETER ,> 7'-0" RUNNER TO STRUCTURE. BEGIN BRACING WITHIN 6'0" O.C. / / eN OF PERIMETER AND 2'-0" FROM CROSS MEMBER. L o Tenant Approval Li N LT_ CV 14 CASEWORK ELEVATION 11 CASEWORK ELEVATION 7 CASEWORK ELEVATION 4 LATERAL BRACING FOR SUSPENDED CEILINGS 0 r Q s 1/4" = 1 '-0" 1/4" = 1 '-0" 1/4" = 1 '-0" NTS Date U -,