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Plans . - I . DRAWING INDEX DEMOLITION IM 1. 'EXISTING STRUCTURE m BE Ltin LI D IURBED AND NT Cr. PERFORM ND DFLDIJTD 1 W MAY comma THE • . A-1 GDDE SHEET & GO MIL ammo "R"` MOW °f 'HE BULLDOG 11111101T" I APPROVAL °"H -"" T /ENGINEER. TENANT IMPROVEMENT FOR . A-2 PARTIAL FIRST FLOOR PM SUITE 130 2. . EXTREME alai SWILL BE TAKEN BY THE CONTRACTOR TO PROTECT Al EOSTCNG AREAS TO REHMIN FROM DAMAGES THAT ' Ara MIX FIRST FLOOR REFLECTED CERRA RAIL SITE 130 TIGHT OCCUR DURING DELOUTAIL THE CONTRACTOR MARL BE HELD RESPONSIBLE FOR ALL AREAS THAT HAVE BEEN a u o o e 13•C1114 A-4 INTERIOR TABS DAMAGED DUE ro DNAEm1ATE PROECnoIL l WEST CONSULTANTS 3. MAINTAIN 10071 SEROIOER COVERAGE 4. ROOM AL 13091/6 SIGNAGE PICTURES, NABS HOOKS, Ep110'IDNT. ETC., ( LEFT BEHIND FROM PRIOR TQU NT. MI ALL 1 WADS, DOORS, DOOR FRAMES. STRUCTURAL Alm CONCRETE CEDING Shorensteln Realty Services = CODE SUMMARY • CON STRUCTION r, ' 1 . One SW Columbia shoot. sotto 300 2007 G ' ON STRUCTURAL SPECIALTY 3 zarllrls 186-1 CONTACTS Portland. Oregon UN90RI4 FOE COLE I. PEAFORII All KIRK IN AGCORQINCE Kmt ESTAl1AtED BMOC STANDARDS ' FOR Room OBROnaerr5 EIMBEECD24 S1KE EEECTON SYSIEN 2 ALL D00:11493115 ARE ro FACE OF FAISHED SURFACE MESS NOTED OTHERWISE . ALL PROTONS TEIMDMTE AT 116 BUILDING MANAGEMENT: CONTRACTOR: ARCHITECT: • UNDERSIDE OF T E DOSING SUSPENDED CERRO UNLESS ,1 SHORENSTEIN REALTY SERVICES, L.P. RUSSELL CONSTRUCTION, INC GBD ARCHITECTS, Incorporated ewe FOURTH FIDOR 11 SPACE 1,132 USF i 2-8 5335 Ysolows (food 20915 SI 10511 Ave 1120 NW CoWI Shat Lincoln Center • One Lincoln - 3. 1EaGARIG'/J. ELECTRICAL AND FOE PROTECTION MIDIS INDICATED ARE FOR IffaMM110N ONLY. THESE SYSTEMS ARE • SUB- OONMACIOR OE /Bun AJm ARE m BE SUBMTTED UNDER SEPARATE PERMIT. UNDER THE MASTER POOR FOR Sub - 303 Suite - 30O 10303SW Greenburg Rd, Suite 130 TT�S NUMBER OF REQUIRED E7 I 1 109 1 • TT 6 TIE RESPONSORY OF THE DESIGN/BIIID SUB - CONTRACTOR TO OBTAIN THESE PERMITS Lab Oswego. Oman 87038 Tualatin Orsge 97082 -9811 Partlond Oregon 97209 pccijp NT LOAD o0p1PANt LAtD FACTOR too CCNTRACIORS SHALL VERIFY SUES NO LOCATIONS OF ALL MECHANICAL NO ELECTRICAL EQUATOR, BOTH EXt6T01G AND Tigard, Oregon 97224 OCCUPANT LOAD: 11 NEN' Rhona 503/61 3200 Phone 503/2783413 Phone s/ 4. MAINOAIN 1008 SPATTER CoV�+AGE Fee 503/619 -3210 Fa= 503/228.2770 Fax 503/299 -8273 GENERAL NOTES T'E D MW 'L NOTES APPLY TO EACH NXMYRING IN 7109 a ALL WAILS DOORS FLOORS cams wrrHIN THE mars OF MIRK NOTED. SIZE m E PAWED, RASIERm, SANDED Alm Contact Andrea 0180 Contact Don S4am"md Contact WMRadAxon BALANCE YOUR WORLD PACNACE. THEY Lo NOT REAPPEAR ON THE DmrvmLML SHEETS. PREPARED FEAT FOR THE NEW F9011 SPORTED. Cat Phone: + T l:r.�, : I y EinaO: n F '' n BOOK KEEPING A ALL 50 ( IN 1109 BURLI NG 6 TO BE PERFORMED UNDER THE CRY OF I1GN8t RANT PROGRAM A WSTER PROJECT 8. PROYD Err spa Mm EMERGENCY LE RING stoma IN Wt6'd9IMICE WITH COY OF PORDMD REG(WEIm41T Enlo9: - _ NUMBER MILK AWED FOR THE PROJECT. ALL OTHER OFSTGIN ENID MIDAS ARE TO E THEN OJT AS SEPMAE ' 0021910,E410 4111, / '� ii r j ��� ■ PERMITS UNDER THE MASTER PROTECT NUMBER. 7. THE DESIdI OF ALL SEISMIC BRAIN AND SUPPORTS FOR CODA Kamm AND ELICIRCAL rraIS AND PARDONS 6 V THE R12213160$RY OF THE RESPECOVE CONIRMIOR/VOIDOR TD MEET arc OF TIGARD BUBDOC COOS Occupsney toad MECHANICAL WORK PItOVOFD DOOM DOOM A CONTRACTOR DE9f�N BIIDD SYSTEM. SYSTEM. IETJMECHANICAL Wa11C DOMED IN THESE • j I A VC+� ••u. • • u•. • ,p B. IEO DOCUMENTS 6 FOR INFORMATION ONLY. UED4N .*L GIN4TRACTOR 6 m FOLD VERIFY ALL DATING COMMONS AD a SEAL ALL THROUGH FL OR./ RATED -WALL PDEIRATTONS KITH RATED ASS 65J AS REOVOED TO WINGM THE A "` t . �� `( �� PROVIDE ENGINEERED ED ITT 899 S ro MEET THE DIEM ai DEPICTED DEPICTED IN THESE DoaD07TS Alm ML arc OF T t18 euBDINC INTEa11rc or FLOOR /WALL ASSEMBLY. { I / �...� i � fi r- Conditionally ApproV•� - . - Y ' � CODE FEQUIRE1oREQUIREMENTS. MFC NOCM. CONTRACTOR 6 To MEET ALL CRY OF 119/1111 SUBMITTAL RE000Emf15 FOR DESIGN 8 COORS OR WORMS LOCATED BY A WALL AT A RIGHT ANGLE ARE m E INSTALLED 4 INCHES FROM SAD COMMON. 11(6 MFKKU7U� •.w.. ...- f 3 M, � • n BIND PROJECTS. NO SUBMIT PROJECT RU arc OF TIG/D. 1EMMRITTLL DESIG BUD DRAMAS SHALL BE SUBMITTED. SON 6 ORMS LO A ED NOT E DDE'N RIGD. �+,,,, Letter NO APPROVED BY THE otWERS OOIbTRUCIION MANGER NO ARCHITECT. Ii110R m MHO M.16 err OF won won FOR - Cpd" A7GO L REer t0: FOIIOW......„„..„,., [ } OMB PER10T. - 10. . Il. P 2Jan.. �...:- I. :: '..... ...,: 2 R , I. . . . I.. ::!I ..I., "I..I..;a ..I :: II , .I,. l..I.. I∎. C. PL MONG WORK 6 PRIMED THROUGH A CONTRACTOR 0961( BUILD SYSTEM PLUMBING WORK MAW IN 7FOSE } � 1 1 /:, `� Q0.„ [ - 7' . 0 DOCUMENTS 6 FOR I FOTMRATION ONLY. PULSING CONTRACTOR 6 m FEJD�VERIFY AL EXISTING CONDI1 A AHD PROSE 11. UTIIZE.LOW VOC PAINT SYSTEMS, DO WDING PRIMERS NO ROSH PRODUCTS . Permft N I . . . yr ..6 OF ENCOOERtED DRAWINGS ro MEET THE omaN DEPICTED IN THOSE DOCUMENTS AND AL arc I two D ESIGN CODE 12 PROVIDE SOUND INSULATOR IN ALL NEW WADS ea PT FOR LOW OR PAWN. HEIG PATRONS. EGRESS PLAN Ad �y _' . _It, . GBD Oa 2010 Imluwom4TS PLUMBING coNTRACTOR 6 m MEET ALL arc OF TIGATD SUBMITTAL REOtI0E109TS FOR DESIGN BURG 4, • _ •� • 0 ` r•1 � 1 PROJECTS, AD SUBMIT PROJECT THROUGH THE arc OF 'WARD POW PROGRAM MAINTAIN 100% SPRIOOER COVERAGE • ' � lit „ , m. THROUGHOUT B •,,, - , M W _\ i LINDING. PLUMBING DF.SOl BUILD DRAWINGS BE SUBMITTED. REVIEWED APPROVED BY THE - . . By: • OWNER'S, CONSTRUCION MANAGER AtD ARaintcr. PRIOR TO 6S1D1G TO THE arc OF 11G FOR PERIL. - L � D. ELECTRIC./ WORM( 6 PRIMED THOUGH A CONTRACTOR DESIGN BURD SYSIDL ELECTRICAL WORK INDICATED IN THESE OFFICE COPY DOCUMENTS I FOR DD S 10 WET TIE DESIG ( ELECTRICAL O D 6 TO FIELD NOTIFY ALL DOLLING 1G AD M EC HAN I CA L 1 PROVIDE ENGINEERED DRAWINGS ET THE N DEPICTED TEO IN THESE ooallm4rs NO ALL arc OF aF TIGARBURMA D BURMA 1 CODE REQUIREMENTS. ELECTRON. CONTRACTOR IS 113 MEET arc MEET A OF TIGAIO SUBMITTAL RETARDANTS FD t DESTGNN I - BUILD PROJECTS, MD SUTOOT PROJECT THROUGH THE OTT OF TIGARD PERMIT PROGRAM. ELECTRICAL 00501 BUILD DRAWINGS SMLL BE SUBMITTED. REVERED AND APPROVED BY THE MI RS CONSTRUCTOR MANAGER NO AtONTECT PRIOR 1. MEOMO9AL NO F1M PROTECTION SYSTEM wow IDICOED 6 FOR IODRY11110N ONLY. common CT0I SHALL VERIFY TO 169249 TO THE arc OF TIGARD FOR POISE SIZES NO LOCATORS OF Al EQUATOR. DOM DOSING AND HEW. THESE ARE 9IB -COMMA T 0E9(4/S URD �ge magi , PRE E DM AND LAN 6 EGRESS LOTTING SYSTEM NE TO BE DETAILED m MEET THE INC AND PRESCRIPTIVE LIGHTING PATH pc 2oc7.) m OBTAIAO( P ( DE9d4� A WANGS S a READIED AID�APPRO /BULD SUB-CONTRACTOR BY THE re Ira � I� EGRESS P DNIGA1ED IN UESE DOCUMENTS ON WAGER AND ARa BB DIErT PRIOR m SUING TO TM CIO OF TIGA D FOR REMIT. F. MINIM EXISTING BLUING FIE AND LiE SMITE SYSTEMS INCLUDING, BUT NOT TINTED TO SPRINKLER SAM S. SMOTE 2. CONTRACTOR TO PROVIDE MI DEINERr FOUR EACH REGISTER ON THE MED4N0CAL 08 DRAWINGS. . oE1ET:TON SIMMS, SMOTE EVACUATION SYSTEMS, DOIoO MIDIS NO EMERGENCY ANONNCUTION SYSTEMS g 3. AU MEr lAII 'AM RAM ARE I BF SUBMITTED FOR APPROVA (RIM Br THE ER CONSTRUCTER MANAGER AND ARORTECE '\ I d • G AL saw SMLL CONFORM To APP3JC &E Bu6DING 05 NID OROINAICES, AS MOORED FOR THIS BUILDING ON PAIR ID 051009 DJT tr IMM AL IMEN 1 ._ _ -. . r� i RECC D AT TIE arc OF TOAD. IN CASE OFF Co lFUCT M t TIE METHODS a( STA DARDS OF DSTAUI1IN1 CIF THE - - i � ORDINANCE SWILL GOVERN. NOTIFY ARaITECT OF OB REVISIONS Y4T AI.S SEEMED DO NOT EQUAL OR EXCEED THE REOIJI AWS ENS OFF THE H OR COWRIES, TIE HAW OR , _ I r (� �• ELECTRICAL dl . 1. A t: f aJ:111.. ..P ::d.:.: . - :AL.. ..P p } L IIf I _ ^ I - n .l1 !. _ 6UCI5. DATE P H. IT 6 THE OONTRACDR'S IESPONSI URN' TO VERIFY DEMO CONDITIONS. NO ALLOWANCE VIOL BE 140E FOR . = II A 14.2010 P UNFAVORABLE 0510X1016 OR EVENT WHICH maid wet BEEN LR0'ORESEEN FROM A THOROUGH EXAID4A110N OF THE SIZE 3 a1HNOCIOR SWILL ASSOE FULL IESPON5T80JTY FOR THE CONSEQUENCES OF ACIDO CM CCOCUSI0t DRAWN FROM I ` • DIFORIMMON AVARABIE AT.THE ME. - riit7f'� O 1. EIELTRIC/IL wow nom 5 FOR OODFMM110N ALLY. COITRALTa6 situ. %on sum NO =cue ALL "'.r L NOTIFY THE M worm . ARCHITECT K OF ACV 06a8PANaES POOR TO PIECED t WITH tIORIC I - - EQUIPMENT, BOTH DATING Am HEM. TFOSE SYSERLS ARE S10- CONTRACOR DE9p!/BUID Nm AE m E SUBMITTED .e.na I • _ PROJECT NUMBER J. PROVIDE A LA BOR TRAH�ORTAT10N. EQUIPMENT AND SRWC6 NECESSARY To PERFORM WORK STORM ON THE DRAWINGS CIDER SEPARATE PEIOIIf. R 6 THE RFSPCNS®6JIY (1F ME DESIGN/8u4D SUET-CONTRACTOR m OBTAIN 1108 r4TMDS 20094512 T7 DESIGN BUBO DRAWINGS SAIL BE SUBMITTED, REVEYED AND APPROVED If THE OMER'S CONSTRUCTION MANNER MD �II = NO DIMMED FmEBL AMMO PRIOR TO SUBMITTING TO THE CRY OF PORMND FOR PERMIT. 3 0 . 1 110. 0 2. AL NEW ELECTRICAL OUILDS ro E MOUNTED a +16' UNLESS NOTED OTHERWISE. , -II LIMITS OF WORK O - 3. Al RECEPTACLES. NOTCHES ND COVERS TO E BURLI G STNOI D NO MATCH IN COMDR FETID VERIFY COMDR (UNLESS SUITE 130 GBD 4. MOM FOR ALL LUGNT FT LURES To BE commie) BEIVAIN ARCHITECTURAL Alm DECTRICAL DRAWINGS POOR m E(mMD4G OF WOOL CONFIRM W/ mow. tp n ' . • R 5 EGRESS EMERGENCY GRfSS MOO NECESSARY m MATCH PRESCRIBED PATH NO TO CONFORM NTH IBC 2003 SE � I"l„ I Iq ��� � ARCHITECTS 1 A , 6. �,,...Nt.,: I , r 2 71;. 12 -ill .,>,F.. 6;.,..1,, ..I 2.. .,� *.,!,I 7:■.., : 2 2 MI:... .....11: ..11..; I. VICINITY PLAN _ D1 �"" � gal °I.1 c i c i i u l1 i: I I II RI i .-° i ����0��00����������� /00������// s 1120 NW Couch Street 7 , u g 51 SW LaoWW 609InCmIW �� '! a ��Sr � Suite 300, Portland i �w e rm a 6K \_ ` - ' •O ' ■ __ ,I � } 0 R 9 Tel: (503) FoXC (503) I a,, a www.Obdarchitech.00m • E n - E i LEGEND N A-1 - N >r ,2a e , rt * Um.; e. k Lwroo1 - EXIT • New 5 I � �� ��� �4 DENOTES AREAE OF MIN 3'-8" WIDE EGRESS PATH Tenant Approval ai ti n ■ I $ c �sw PRO V IDE EGRESS ILLUMINATION ALONG EXIT PATH NOT LESS THAN (1) FOOT CANDLE MEASURED • Q $ ,• vosks von s swokw ,, CONTINUOULY AT THE WALKING SURFACE. Date • U < i /J - ; • • • • 'i • • GENERAL BUILDING NOTES: A. ROOM SIZES ARE APPROXIMATE o u o o s O t C I N • B. BUILDING STANDARD_ INFORMATION - AS APPUCABLE { 1. FLOORING: • CARPET - SHAW DESIGN SERIES V 30, OVER PAD. VCT - IN SERVER AND BREAKROOMS I I RUBBER BASE - THROUGH OUT B 2. PAINT: SWCotu Realty services SING 4. CEILING: LE COLOR NEUTRAL THROUGHOUT. one ono SW Columbia Shoot, at sul 0300 3. LIGHTING: Portland, Oregon EXISTING TO REMAIN AND MODIFIED PER CONSTRUCTION. © B © • 5 I B B B © . = EXISTING TO REMAIN AND MODIFIED PER CONSTRUCTION. EXI � 5 . E LECTRICAL - NEW AND STING: — B 1 WORK B E ( ONLY (2) DUPLEX OUTLETS PER WORK SPACE Lincoln Center • One Lincoln 1 OFFICE OFFICE OFFICE OFFICE t ONLY (3) DEDICATED OUTLETS (SERVER /COPIER/PHONE). S SW Rd,Surte 130 C. ALL DOORS, AND RElJTES T0. BE RELOCATED AS' PRACTICAL NEW 4 104 I I 106 I 108 3c 110 1 I DOORS PROVIDED AS NECESSARY. Tigard, Oregon 97224 1 :: T SS( O s BOOK KEEPING " R WORLD _ N 0 B REFERENCE NOTES BALANCE YOU B I ' ° E O E . 1 PAINT ALL NEW WALLS AND EXISTING WALLS AFFECTED BY �'1fl A S _ 0 CONSTRUCTION. �c�+ 000 B O B 5 O INDICATED. TELECOM BOARD TO WORK ROOM LOCATION _) • • OPEN I O REPLACE EXISTING WINDOW TREATMENTS IF DAMAGED OR en , Ab RECEPTION OFFICE ' INOPERA TYPICAL 100 I 1 - B 4 40 c� �F OW PROVIDE BUILDING STANDARD DOOR AND RElfTE. DOOR • HARDWARE TO BE BUILDING STANDARD LEVER 0 2010 EX n ' II B B B 'H' APB , • - N PARTIAL 1ST FLOOR PLAN, SUITE 130 1,325 RSF (11) 1/8' =1' -0" (WHEN PRINTED ON 11 x17 PAPER) m • 0 U REVISIONS o U DATE' • Apr1I 14, 2010 6 PROJECT NUMBER z • 20094512 .) 3 • 5 o LEGEND w OFFICE—Roo NAME Q n co 510A —I --ROOM NUMBER 1 ' ARCHITECTURAL PLAN L� LJ REFERENCE NOTE �a /� ARCHITECTS • ' ELEVATION REFERENCE /-1 \ REVISION NUMBER I A801 SHEET REFERENCE CPT -1 1120 NW Couch Street FLOORING TRANSITION Suite 300, Portland DETAIL REFERENCE. CHANGE 0 R 9 1 2 0 9 A901 —SHEET REFERENCE Tel: (503) 224.9656 • O z N Fax: (503)-299.6273 r EXISTING PARTITION OR V "-DENOTES NEW www.gbdorchihxb.com c OBJECT TO BE REMOVED • N QUAD POWER • o EXISTING PARTITION TO , n . , REMAIN A VOICE /DATA -# DENOTES • - NEW BUILDING STANDARD 4 PORT COUNT - _2 • PARTITION v VOICE /`� g o • - - BUILDING STANDARD REUTE $ swim W N G REMAIN IST NG DOOR AND FRAME FLOOR MONUMENT OU LET TenanT A PProval IM FURNITURE OUTLET (BASE - < $ FEED) , U Ei Date • l • GENERAL BUILDING NOTES: . A. INSTALL SUSPENDED ACOUSTICAL 'TILE CEILINGS TO MATCH a w o o STC.N (EXISTING) AFF UNLESS NOTED OTHERWISE. B. FOR SEISMIC BRACING OF SUSPENDED CEIUNG AND INTERSTITIAL • EQUIPMENT SEE DETAIL 3/A -4. — I I CENTER OF 2X2 TILE UNLESS NOTED OTHERWISE. C. CENTER ALL RELOCATED DOWN UGHTS, FIRE SPRINKLER HEADS, SMOKE DETECTORS AND ALL OTHER CEILING PENETRATIONS IN s norensteln Reany senlces . _ ill T-11 , \ D. BY CONSTRUCTION DAMAGED TILES WHERE AFFECTED TO MATCH EXISTING. ort 1°nd• Oregon w \ _ ' � Lincoln Center' One Suite Lincoln FS ' �� �� �� 10300 SW Greenberg Rd 130 ' == '1= Tigard, Oregon 97224 � 1 ' \ REFERENCE NOTES - r= O NOT USED. BALANCE YOUR WORLD „ . , - BOOK KEEPING ∎ ► r , _ —_� —_�I, ∎ I 1. 402. � ° A '�o It 4 , a ,......... � - 1 ' � / FS ' ' , »» _ - OF O' . • g[ FS 1/' =' '1 '11' ceo ® 2010 • cp N ci PARTIAL 1ST FLOOR REFLECTED CEILING PLAN, SUITE 130 1.325 RSF LEGEND REVISIONS U 1/8 =1' -0" (WHEN PRINTED ON 11x17 PAPER) O EXISTING PAR MON O R OBJECT TO BE 'REMOVED DATE • EXISTING PARTITION TO • April 14, 2010 REMAIN ammo NEW BUILDING STANDARD PROJECT NUMBER a BUILDING STANDARD . RELRE 20094512 0 3 o ACOUSTIC CEILING GRID m c a DUSTING 2X4 CEILING LIGHT g , FIXTURE TO REMAIN G B D R LJ LJ � � NEW OR RELOCATED 2X4 CEILING ARCHITECTS LIGHT FIXTURE c - I 1120 NW Couch Street ' iVY r`li 2X4 LIGHT FIXTURE LO TO BE REMOVED OR RELOCATED Suite 300, Portland OR 9720'9 Tel: (503) 224.9656 0 EXISTING 2X2 CEILING HVAC Fa 503 299.6273 \ DIFFUSER TO REMAIN a - wwe w. md! ilummcom c - 0 EXISTING RECESSED CEUNG UGHT u • FIXTURE TO REMAIN c o EXISTING SPRINKLER HEAD LOCATION E • 181 EXIT SIGN A -3 sr a it h 321 EXIT SIGN TO BE REMOVED OR RELOCATED ° SD SMOKE DETECT d a Tenant Approval • O SPEAKER as • U Date • • • EXISTING STRUC. DECK. • •'# •'e • COUS. INSULATION 4' -0" EACH SIDE OF ABOVE. ,,,,,,,, iiiiriiiiiiirii � iiiiiiiiiiiiiiiiiiiiiiii INSULATED PARTITIONS. - ir SUSPENDED ACOUSTIC CEILING SYSTEM Snorensteln Really Services • — (2) # 10 SHT MTL SCREWS, ' at o�sW�,",w"S�t•sWre3oo c) �� s ETAL J BEAD Portland. Oregon OR 3/16" SHOT ANCHORS 1 , . W/ 1 1/8" EMBEDMENT / ONT. i x i WIDE NEOPRENE GASKET - ___)(.---, li f -- ALTERNATE 45 DEG METAL Ito do EAD TRACK DO NOT SCREW GYP. BD. TO RUNNER CHANNEL. llncolnCenter One Lincoln ` . STUDS, 8' - O.C`. 3 103C0SWGreerteurg Rd, Suite 130 PREPAINT EXPOSED LEGS FLAT BLACK ( 2) #10 SHEET METAL Tigard, Oregon 97224 SCREWS i" TYPE "X" GYPSUM BOARD ON 2 " METAL \ .`„.' �� STUDS ®24" O.C. BALANCE YOUR WORLD 40 1 _ ACOUSTICAL INSULATION. BOOK KEEPING CEILING LEVEL i . RUBBER BASE (SEE FINISH SCHEDULE) ► CONTINUOUS ACOUSTIC SEALANT UNDER BOTTOM c `C" e L i. PAINT (TRACK STUD) �� � TRACK AND BOTTOM OF GYP. BD. AT INSULATED REVEAL BLACK ► PARTITION ONLY. V _ • U SE "PARTITION CLIP" OVER • CARPET (SEE FINISH SCHEDULE) 3003 a s. • . OF 0 • GRID T —BAR FOR TRACK . EXISTING' CONCRETE SLAB FLOOR STUD ATTACHMENT G00 © 2010 • 3 WALL BRACING DETAIL . 1 TYP DEMISING PARTITION N T S 1 -1/2" = 1' -0" • f • d O . WAL WHERE OCCURS BOARD REVISIONS • � . DATE co _•_ - MFG.' USG - — — nprrt t4, 2010 oto MODEL DONN DX i DOUBLE STUD AT JAMB, TYP. DUTY: MAIN TEE - HEAVY DUTY o CONNECTION DEVICES TO BE CROSS TEE - HEAVY DUTY PROJECT NUMBER v \ I1 I OF AN APPROVED TYPE AND MAX. DESIGN FIXTURE WEIGHT 75 LBS. 20094512 �'' i ACTUAL MAX. FIXTURE WEIGHT: SEPERATELY SUPPORTED N HAVE 100# CAPABILITY CONNECTOR AT TOP OF WIRE: 3/16 SHOT ANCHOR W/ 1 1/8 EMBEDMENT SEISMIC STRUT: 3/4 CONDUIT W/ POSITIVE CONNECTION TO GRID BUILDING STANDARD HOLLOW MTL a VERTICAL STRUT AT BUILDING STRUCTURE \ 12' -O" O.C. EACH � i KNOCKDOWN FRAME � WAY COUNTERSLOPE HANGERS IF MORE ADDMONLATERAL BRACING AL HANGERS ALL 1- I M . THAN 1:6 OUT OF PLUMB _ o G B D � :..........,....,... V SECURE ALL HANGERS TO N • LL . / t . ! 111111111i -14 BUILDING STRUCTURE a :■ � ' ARCHITECTS TS MEMBERS WITHIN 8 OF ■ TRAPEZE DUCTWORK AND o J OTHER LARGE OBSTRUCTIONS. i- m ‘�� . 1120 NW Couch Street CROSS RUNNERS FIT � ' POP RIVET RUNNER To 2 _ \ 7- BETWEEN MAIN RUNNERS \ Ii I WALL ANGLE AT 2 ADJACENT Suite 300, Portland o WALLS, FASTEN CLOSURE I 0 R 9 7 2 0 9 1 ,_. MAIN RUNNERS AT � Tel: (503),224.9656 ANGLE W/ $6 SCREWS 8" . . . . 4 ' -0" OC 4' -0" OC Fax: (503) 299.6273 4' -0' O.C. SUPPORT w.nw.eooarcrwecn.com WALL DIRECTLY TO WA , F RAMING BUILDING S T ANDARD HOLLOW MTL (5' -0 O.C.) (5' -0" O WITH #12 WIR AT OR PROVIDE STRUT KNOCKDOWN FRAME v STABILIZER BAR BETWEEN 6 -0 MAX 12 -0" O.C. EACH WAY' 4' -0 O.C. OR WITH 7 ALL MEMBERS AT ' PERIMETER. LATERAL BRACING AT 12' -0 O.C. EACH WAY. MAIN #10 WIRE AT 5 - °. • RUNNER TO STRUCTURE. BEGIN BRACING WITHIN 6'0 O.C. �/� _ A Q a OF P AND 2' -0 FROM CROSS MEMBER. /`1 �} ah g �o s • 4 LATERAL BRACING FOR SUSPENDED CEIUNGS 2 TYP INTERIOR DOOR /RECITE Tenant'Approval w` 6 NTS a 1 -1 / = 1' -0„ to • Ua