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10300 SW GREENBURG ROAD STE 230 r .4 _"� tL 7y� i6A'2.. .r'�� i''`F 'y :A� 4 ,•. ,f F =" ' jta a. 1J t 1 _........++•.•m1•iY4g11fY ,. ,....-.a:. J....,...:id w.wrk+'td. {q M' -- i - .1 fa� `, � it i � kms- •�1 � a � m o Z is �7 o t � V �+ C a. OD �+ .� ' it) - _-> > • ; > � 0 0 > K FORC Ac ;5 O > � #P a In- • > 1 �- 0 0 TENANT IMPROVEMENT G �; ! a + 1 �. � Q. 'C •.-r "rv►"� '� _-_ EXIT ri1� — w &_ <, �, N t,2 21r 1 LINCOLN - 03 ei 10 '— �- 9r t -- - .i�.._..- - t9 t� o- nom. u NTER FW ../ •------- r' UP � r+ �-- =s.- -•-------- . 10300 SW GREENBURG RD. r / 8 BREAK WOR 11 C� S •�•• iU NTER DATA 11 - DN. y RECEPTION I 20 212 �� N PORTLAND, OREGON 201 ;� ;; 4- M Equity Office 06 05 7 / - HALL X1.4 4 _ - - -3� _ 9 _ _ 204 ,. w `;0IV � v , •^2 (2`033 4 1 211A '1 HALL MA c2 4 4 _� � lw W 2C7 �0� I � 10 OP N 20 OFFICE 5 --_ Z� - 5 209 Project • v 1FER C > (DK FORCE t1l..J •�.1 INTER _ a► �., - ,. IP-6 r zo .. 0 jSME r1jo _ _ E PAN310N IL _ - -- -- - , _ - -- ---- — ------ -_ UNOOLN -- V= 8W r3recA ob4rg Fid Porftr4 Oregon ell— PARTIAL FOURTH FLOOR PLAN -0w 304 ETER P. L 0 A. _ L NOTES _ LEGEND INDEX OF DRAWINGS GENERA NOTES A DIMENSIONS REFLECT FACE OF FINISH TO FACE OF FINISH, UNLESS NOTED OTHERWISE. ==.a F == EXISTING CONSTRUCTION TO BE DEMOLISHED C��' (, y A2.1 PARTIAL SECOND FLOOR PLAN, KEY PLAN AND A6.1 REFLECTED CEILING PLAN AND SCHEDULES B. WALL THICKNESS ARE NOMINAL, UNLESS NOTED OTHERWISE. T) FERRED A8.1 DETAILS AND ELEVATIONS C. ALL INTERIOR WALLS TO GO TO UNDERSIDE OF GRID UNLESS NOTED OTHERWISE. EXISTI�!G WALL TO UNDERSIDE OF GRID D. ALL INTERIOR DOORS TO BE SOLID CORE FLUSH WOOD DOORS TO MATCH BUILDINGGROUP MACKENZIE 2006 NEW WALL TO UNDERSIDE OF GRID, SEE 4/A8.1 Firt Aierm �' © ALL RIGHTS RLSERVED STANDARD UNLESS NOTED OTHERWISE. 6lech,rnica! � THESE DRAWINGS ARE THE PROPERTY OF SCOPE OFREXISTING 2 HOUR RATED WALL rfup: ``,J „ E. OUTLETS INDICATED ARE EXISTING UNLES:: NOTED OTHERWISE.. PARTIAL SITE PIF,�,!,tn� ROUP AwACKENZIE AND ARE NOT TO BE {( rlenrtcal USED OR REPRODUCED IN ANY MANNER, VERIFICATION HAS BEEF, PERFORMED AND PLAN, ELECTRICAL AND CEILING INFORMATION EXISTING 1 HOUR RATED WALL WITHOUT PRIOR WRITTEN PERMISSION sf ' THE SCOPE OF WORK FOR THE PROJECT INCLUDES INTERIOR TENANT IMPROVEMENTS HAS BEEN UPDATED (OBSERVATION IS LIMITED TO VISIBLE/ACCESSIBLE AREAS). Trass En`inearMS -- -� FOR AN APPROXIMATELY 3,620 SQUARE FOOT TENANT ON THE SECOND FLOOR. EXISTING DEMISING WALL TO STRUCTURE shop prawlnp .,,_ CONTRACTOR TO rEL-D VERIFY AND CONFIRM ADDITIONAL REQUIREMENTS WITH TENANT. �_ REVISIONS: . : F. FURNITURE IS SHOWN FOR SCHEMATIC PURPOSES ONLY. TENANT OR TENANT VENDOR TO NEW DEMISING WALL TO STRUCTURE, SEE 2/3/A8.1 L, �Q REVISIONS REVISION DELTA ,1 DESIGN DATA A CONFIRM BUILT CONDITIONS FOR SPATIAL REQUIREMENTS ANID FINAL LAYOUTS. P EXISTING OUTLET AND TELEPHONE/DA i A �nw n+is cLa ��,, DATE 's^ a G. LOWER VOC PAINT SYS•=•EMS TO BE UTILIZED, TO THCLUOE PRIMERS AS WELL q?A NEW OUTLET AND TELEPHONE/DATA �o SHEET AS FINISH PRODUCTS GOVERNING CODE: 2004 OL►SC (2) -rH. ADD INSULATION IN ALL WALLS, EXCLUDING PARTIAL HEIGHT WALLS. --" KEY NOTEFORREFERENCE O_'�'_(,"''OCCUPANCY: � OCCUPANCY Y ARE FOOTAGE OCCUPANTS nOccuMmy Type l MN r�. --�--+-- --- I CSTROCTION TYPE: TYPE I•--B ASSEMBLY 300 S.F. _ 20 �� DOOR ,NUMBER SYMBCI_ ife TENANT AREA (APPROX): APPROX. 3,620 S.F. -- CrnstructIm Typo OCCUPANCY LOAD: 54 BUSINESS 3,3 0 S.F. 34 TOTAL 3,620 S.F. 54 Frwm Code Berea Corrk9or --►---+----_ - r4accsslbilitr ---- '' TWO REQUIRED EY•ITS, TWO EXITS PROVIDED -- ALL EXITS ARE EXISTING AND HA1f APPROPRIATE EXIT SIGNAGE KEYNOTES ti-. � LN 1. ALIGN NEW WALL WITH EXISTING WALL SHEET TITLE: 2. CENTER NEW WALL WITH EXIS'TIN'G MULLION, SEE DETAIL 5/A8.1 3. WALL TO STRUCTURE OVER EXISTING WALL, SEE DETAIL VABA .V ''-� CITY �»r :'1 ARD 4. FURNITURE AND EQUIPMENT NIC. TYPICAL WHERE HALF TUNED. TENANT OR TENANT Arpmva(1.c,f.r.. �� ••••�-••---IAC] _D_EFE_RREDS_SUBMITTAL lly VENDOR "TO CONFIRM BUILT CONDITIONS FOR SPATIAL REQUIREMENTS AND FINAL LAYOUTS �- See ether to: wcd........».»..C � PARnAL ��OND < _ __ _ 5. WORK ST"ATIUN BY OTHERS. COORDINATE POWER REQUIREMENTS WITH TENANT See Later to:Follow A FLOOR PLAN, OSSC SECTION 106.3.4.2 - — (by separate permit) Y _^^ 6. REMOVE AND RELOCATE EXISTING P-LAM COUNTER '�•. y Prmit Nrim2fer: K� PLAN AND I FIRE SPRINKLER NOTE: DESIGN BUILDERS FOR M.E.P. AND FP. ARE FULLY 7. REL04""ATED PARTIAL P-LAM COUNTER WITH GROMMET FROM INTERVIEW ROOM 206, CUTA ` 30 NOTES do ALARM RESPONSIBLE FOR THE DESIGN OF THESE SYSTEMS/COMPONENTS. COUNTER TO FIT BY: Da MECHANICAL THESE SYSTEMS/COMPONENTS SHOWN ON DOCUMENTS ARE SCHEMATIC S. EXISTING CABINETRY TO REMAIN ELECTRICAL ONLY: THEY ARE NOT INTENDED TO REPRESENT FINAL/CGDE 9. INSTALL SWITCH TO ACTIVATE/DEACTIVATE DOOR CHIME BEHIND RECEPTIONIST'S DESK71 10. MOUNT CHIME ON WALL PLUMBING COMPLIANT DESIGN. PROVIDE DESIGN DOCUMENT SUBMITTAL TO -ir-- : S - — 118 SF DRAWN BY: SAA ARCHITECT OF RECORD FOR REVIEW PRIOR TO SUBMITTAL 11. PROVIDE ALTERNATE PRICE TO ADD RELITE TO MATCH REUTE BY DOOR 205A 1 , .. ----AREA OF WORK %T$ CHECKED BY: SBH SHEET: ADAIMPROVEMENTS '-1 -- �-- - .. . �. �� .; VALUATION of WORK - $4.500 �- � `. : OFFICE COPY ty r yJ. 25X VALUATION FOR UPGRADE $1,125 I- w AAA UPGRADE REMOVAL ,'aF" ALL.. BARRIERS, UPGRADED MISC. ��I i A2w1 HARDWARE AND NEW ADA COMPLIANT CABINETRY (A81,/ 2 K PLAN �--182 SF L f1 .�.......�. r-- -- — ? e r. A2_1 SECOND FLOOR NTS ,loe N0. 202095.5.26 P MITT s�ET: OB-2�-o� `' rtq'f'!7s\MtM\7t-A3t DrrG AT ,:!;?7/pe Oe ♦, , 7a rtn ruwewgrr ' 11f* wr7aNuM++ikHP,..,r.,.wre All ti •+"+..i4M..wsr••4• vw.,..•.w...o._....,.,•w.�.�e:+rr++r.�rrt•MuaM�1�.M�+"^_"'wwow:+u•..r....,wnawerr�MR. �..•wi..wM•u+.,..,...._.«.�..•...•.... ..- _ ..._...._.,•..,.•_.w......w•...,•....-....--•:....-••+.�.,......•..r...+.•+-..—,... .._... ..., ,-...., _.�.,.• •'r*+a'7J.,....,•.+.-.w.M•..ww�ww,ri•,,.,.,.........*+..+...�+.. ..1. �n.r.. . i. _ ..+et•JFfyrflip'aYMMM:MM, dO,6T.,cam set rd r18 ! s� ,!9 17 21 T 22 23 94 2q 215 2T 20 20 d ' . I Yf, f r I f : 1 I y "ltdtl �•, I 1 ., ,.,... :,^•,""!T — ^!n'.rJ .e.� ...-_.. .,,�,wx.. 'S'6`'.x^ c., t 'ir*dE.. .,,�.r.?fai. l .� -R ,str.-:.... .en-n .. .. -fi- .. '.'Prm. . - _. •1 it s , ,n U 1 .h d S t T' t to m F :, w uo ad CD '� -- - • Lj td d3 1 m .a• ti � (A CV p' () 777 Y: Q C r- L 00 K DOOR SCHEDULE 4 � � U DOOR _ D_OOR_ _ DOOR FRAME HDWR F:' DOOR OPENING SIZE THK TYPE MAT'L FINISH MAT'L FINISH DC-TAILS GROUP RATING COMMENTS Cd y r Cd 201A 3'-0"x8'-6"t_ EXISTING DOOR _ _ 1, 3 a, 0. -- - 202A 3'-0"x8'-6"t EXISTING DOOR -- & a - ,- - - - - - 203A 3'-U"x8'-6"f EXISTING DOOR _ _ _^ �' I<u Z q) 3 -0 x8 -6 t_ EXISTING- DOOR _ r l 206A 3'-0"x8'-6"± 1 FL SC S HMK FF 6 A8.1 H--1 -- - h° ` L- rj �;. 207A 3'-0"x8'-6"t 1 FL SC S HMK FF 6 j8.1 H- -- - - �� U m Cd C.J - 208A 3'-0"x8'-6"t 1 FL SC _S HMK FF 6 A8.1 H-1 -- -- cri - ® - - 210A 3'-O"x8'-60t EXISTING DOOR - 1, 2- V ti in ,` lL W) 211A 3'-0"x8'•-6"f EXISTING DOOR _ -- - -------- ® -- - 2118 3'-0'x8'-6"t EXISTING DOOR P (� 212A 3'-•-0"x8'-6"t EXISTING DOOR -- HARDWARE GROUPS: ABBREVIATIONS: D - H-1: PASSAGE LATCHSET F75 GRADE 1, EXIST EXISTING HG HALF GLAZED - -- FF FACTORY FINISH P PAINT Equity (Jfflce BUTTS, SEAL, STOPS -- - - — FL FLUSH S STAIN DOOR SCHEDULE COMMENTS: FL/R FLUSH WITH RECITE SC SOLID CORE W000 _® :� r / 1. EXISTING DOOR AT EXISTING FG FULL GLAZING RATED CORRIDOR HMK HOLLOW METAL KNOCKDOWN INSTALL 5-BUTTON CIPHER -- - T - - —1-- LOCK DOOR SCHEDULE NOTES: Propct _ 3• INSTALL DOOR CONTACT A. ALL DOORS,/CLOSURES TO BE CHECKED, ADJUSTED, - - - - - - AND/OR REPLACED TO BE IN COMPLIANCE WITH ADA K FORCE B. ALL TENANT ENTRY DOORS TO RECEIVE A NEW DOOR EXPAN3M WITH MORTISE LOCKSET SME C. ALL SECONDARY DOORS TG HAVE GEADBOLTS REMOVED, �` INSTALL COVERPI_A T ES OR CHANGE DOORS AS AVAILABLE D. ALL DOORS, FRAMES AND HARDWARE TO MATCH 1 LINCOLN _ — _ TENANT BUILDING STANDARDS. MW Orem 9 Rd ROOM FINISH SCHEDULE FLOOR BASE N. WALL E. WALL- S. WALL W. WALL CEILING 3C41 n OOM ROOM NAME MAT'L MAT'L MAT'L MAT'L MAT'L MAT'L CEILINGCEILING P RSP. ALT 1 'a 1 REFLECTED CEILING PLAN r10 FINISH FINISH FINISH FINISH FINISH FINISH "T MAT'L ICOM RENTS 201 RECEPTION EXIST _EXIST EXIST EXIST EXIST EXIST EXIST EXIST. v 202 CONFERENCE EXIST_ EXIST EXIST EXIST _EXIST_ EXIST EXIST EXIST J1+POR'11XND, ORE 203 INTkRVIEW — _ EXIST R9-1 EXIST EXIST _0,/p-2 EXIST EXIST _EXIST _ 204 FALL EXIST- EXIST EXIST GB 'P-1 EXIST EXIST EXIST EXIST — �� 205 INTERVIEW EXIST EXIST EXIST EXIST EXIST EXIST EXIST EXIST - F 206 INTERVIEW EXIST RB-1 EXIST EXIST EXIST GBLP-1 EXIST EXIST _ 207 Hq� EXIST R9-1 u8 -1 EXIST QB/P-1 -GB/P-1 EXIST EXIST 2006 208 INTERVIEW EXIST RB-1 GB -1 GQ,/P- GBi'P--2 EXIST E>Ml EXIST Q GROUP MHTS RETE VED _ All RIGHTS RESERVED �'°' 209 OPEN OFFICE EXIST EXIST GB P--1 EXIST :� L_ X T EX 'T EWT THESE DRAWINGS ARE THE PROPERTY OF GENERAL NOTES -- -- _ _ --E - 210 OPEN OFFICE CPT--I RB-1 RB--1 G8 -1 EXIST EXIST GB •-1 _-E GROUP MACKENZIE AND ARE NOT TO BE 211 BRA�WORK EXIST _FXIST EXIST EXIST_ EXIST EXIST EXIST EXIST _ USED OR REPRODUCED IN ANY MANNER, _ WITHOUT PRIOR WRIIIEN PERMISSION _ - — A. SUSPENDED ACOUSTICAL TILE CEILINGS AT 8'-5"±'-5"� (EXISTING) AFF, UNLESS 212 A EXIST r MIST EXIST EXIST EXIST EXIST MET- EXIST 3REVISIONS: FINISH SCHEDULE NOTES:NOTED OTHERWISE. c ABBREVIATIONS: _ z B. FOR SEISMIC BRACING OF SUSPENDED CEILING AND INTERSTITIAL EI�UIPMENT A. All INTERIOR FINISHES BUILDING STANDARD, COLORS CPT CAP.PETQ REVISIONS REVISION DELTA r SEE DETAILS 1/A8.1. TO BE COORDINATED WITH OWNER. EXIST EXISTING a� SHEET TO DATE C. CENTER ALL DOWN LIGHTS, FIRE SPRINKLERS HEADS, SMOKE DETECTORS B. PATCH AND REPAIR ALL EXISTING WALI-S WHERE GB GYPSUM BOARD AND ALL OTHER CEILING PENETRATIONS IN CENTER OF 2x2 PORTION OF AFFECTED BY NEW WORK. P PAINT 2x4 TILE, UNLESS NOTED OTHERWISE. RB RUBBER BASE D. COORDINATE ELECTRICAL REOUIREMENTS WITH TENANT, ALL ELLCTRICAL C. PROVIDE NEW PAINT, RUBBER BASE, AND FLOOR FINISH VCT VINYL COMPOSITION TILE M` THROUGHOUT THE EXPANSION SPACE TO MATCH EXISTING, DRAWINGS WILL, BE BY DEFERRED SUBMITTAL. E. HVAC CONTRACTOR TO PROVIDE FUJI SHEET OF THE FLOOR AFFECTED UPON COMPLETIGN WITHIN SUITE 220. CONTRACTOR IS RESPONSIBLE TO PROGRAM THE OVERRIDE HVAC BUTTON F. LIGHTING SHOWN FOR SCHEMATIC PURPOSES ONLY. `- ' ' G. GRID LAYOUT AND RELATED DIMENSIONING AND SEISMIC AS REOUIRE:D. AESTHETIC PLACEMENT AND CONFIGURATION OF THE SEISMIC JOINT TO RE COORDINATED WITH THE ARCHITECT. SCHEDULE OF INFERIOR FINISHES H. THE SUSPENDED CEILING DESIGN SHALL COMPLY WITH OSSC 1321, CISCA --- GUIDELINES FOR SEISMIC RESTRAINT FOR ` -- -- y DIRECT-HUNG SUSPENDED CEILING ASSEMBLIES - SEISMIC 3 do 4 AND ASCE - AMERICAN SOCIETY ------ SHEET TITLE: CPT-1: DESIGN WEA VE, BAR NONE, COLOR: CONSTEAU, OVER PAD OF CIVIL ENGINEERS - ASCE 7-02 VCT•-1: MANNINGTON BRUSHWORK #715 BALTIC GREEN _ ;t 41.j X. FpE� ^QED ;p f7C� 1 GLJ P-1: BENJAMIN MOURE-EGGSHELL FINISH, HC-172 REVERE PEWTER CS..iNG PLAN YyAND SCHEDULES dl C ;,, !' P-2: BENJAMIN MUORE--EGGSHELL FINISH, HC-158 NEWBERG GREEN, LOCATION TBD l.E(v3=r!ND— P-3: BENJAMIN MOORE--EGGSHELL FINISH. HC-18 ADAMS GOLD EXISTING CEILING GRID RB-1: ROPPE P178 PEWTER DRAWN BY: SAA kti ; f CHECKED BY: SE31i , , ryry EXISTING 2'x4' LIGHT FIXTURE TO REMAIN SHEET: EXISTING 2'x4' LIGHT FIXTURE TO BE RELOCATED NEW 2'x4' LIGHT FIXTURE EXISTING SUPPLY/RETURN VENT TO REMAIN A6,1 0 EXISTING EXIT SIGN - Joe No. 2020955.26 > xlSriNG SPEAKER 0 NEW EXIT SIGH PERMIT SET: 06--27-06 ''b955711`n«r,r;r .r r 'A 08 41 N 00 7 I Jam TfTFTM Jim LE04ORITY STRIP .?- y ....–._.,.-.,.....,.»...-.,..,..,.. -r..w.w+.w...•.-•.ww.. �+ntww+.. ..—..w.ww..e+e.w.ww.:.., .. ...,,._ r �,,.,.,�.�•.,,,,.�.w....... �!sM� �. a.yYM'Mir4W,tAwi+:,.,:ucfranw- F i 1 f 1 Y J 4 k- c' -w- Alm `"• -.. ,. :._: two 34,W,d ' . .. ..:� ,{K , i:....,d ,I :fy,f 1'' KTPlt`v --<•yn. * ..b : t k4�1� • f, i F"" ' S r , I •i Y i s s (,C J r d r t r Y ;Yr i r: P y, h T � ' L FLOOR OR ROOF STRUCTURE _. POP RIVET RUNNER TO 2" WALL- ANGLE AT S cn 2 ADJACENT WALLS, FAST-EN th S � c) CLOSURE ANGLE WITH #6 SCREWS DIRECTLY TO WALL FRAMING OR c 3 to PROVIDE STRUT STABILIZER BAR BETWEEN ALL MEMBERS AT PERIMETER m � }' ATTACH STUD TRACK a �, n Y � - ADDITIONAL 012 WIRE SUPPORT AT ALL MEMBERS WITHIN 8" OF PERIMETER a �, q METAL DECK AS OCCURS THROE A GRID TO •• m CO O / LATERAL BRACING WITH APPROVED VERTICAL STRUT ° /� NOILL v aq BRACE ABOVE v °D m O W '~ to C'A - x -- — WALL MUST WITHSTAND -� SUSPENDED CLG-� " 2E 10 AT 12.'--0" OC EA WAY —}p" DEFLECTION SPACE ASSEMBLY 3 SOUND ATTENUATION NT R HANGERS IF M R TH N 1:�5 OUT OF PLUMB 4 .�— 5 PSF OF FORCE AT EXISTING STRUCTURE DO NOT FASTEN STUDS -- - d -- - -- - BATT LAID HORIZONTALLY v •J I v I t OR GYr BD 70 RUNNER) ALL POINTS v \ — I \ ABOVE CEILING 4'-0" a O - I 45' CENTERED ON WALL 3 CONTINUOUS ACOUSTIC - -- WHERE NOTED. m �- 1" MIN I SEALANT, EA SIDE OF TRACK ,/� " > L6 CONT 18 GA METAL_ Q I " CUT TILE FOR TIGHT---- l 20 GA 3 1/2 METAL STUD BRACING o t» � FASTENED TO DECK AT 2'-0' STUD CHART �� �---2 DEEP TOP TRACK �f� �� / , 00 _ ( TO EXISTING STRUCTURE FI' AT WALLS -- ��� TO FLOOR STRUCTURE AT 8'-0" c 0 a Z OC STAGGERED ANGELES XHD i - 3"1�10 2" 20 GA. TO 19'-6" I CASING BEAD USG 200-A ��� OC W/ (2) #8 SHEE1 METAL c r � O _ - 4" GA. TO 21 ._0" - 1/2" DEFLECTION SPACE GYP BD EA SIDE SCREWS AT EACH END. BRACING y y `� GYP BD - 6 20 GA. TO 29'-0" METAL STUDS AT 16 U.C. �� TO BF PROVIDED WHERE_ DISTANCE �_ CL / --- -FASTEN RUNNER TO Q " T `' -5' - / SEE CHART FOR SIZE -- 3 5jH 25 GA. 0 1. SOUND BATT AS OCCURS,-� BETWEEN PERPENDICULAR INTERSECTING ra F EA SIDE _ _AT 2'-0OC I BRACE PER STUD MFRS �- r SOUND BATT INSULATION AS OCCURS RCCOMMENDATIONS SEE PLAN FOR. LOCATIONS, _ WALLS OR HORIZONTAL BRACING m �' O CROSS RUNNERS FIT BETWEEN MAIN RUNNERS CUT TAPER IF APPLICABLE q, - MAIN RUNNERS AT 4'-0" OC OFF GYP BD �- TYI� AT DEMISING WALL r r �- +- �---- SOUND ATTENUATION INSULATION BETWEEN WALLS EXCEEDS 8'--a" OC ^ m ��-- METAL STUDS I AS OCCURS METAL STUDS o SUPPORT WITH #12- WIRE AT 4'-0- 0,_ OR AT WALLS W .. a. 6'-0" MAX WHICH RELIEVE SUSPENDED -" yt NEW BOT TRACK ATTACHED METAL STUDS o � w CV - ----- - WITH #10 WIRE AT 5'-0" OC EA WAY ACOUSTIC SEALANT CEI INC - � I r '/ GYP BD EA SIDE ti pG C 11- CONT �- LATERALLY BRACE AiN RUNNER 10 FLAT BASE �'� EA SIDE AGAINST TRACK TO EXl,7 TOP TRACK W I X110 SCREWS O 1`-0' J.C. CUT �fAPER OFF (EYP �,� �- CONT ACOUSTIC SEALANT ` V � � ao � tN EA SIDE AGAINST TRACY. ---- NO SEALANT AT SIM COND BD AT WALLS WHICH ( ' STRUCTURE AT 12'-b" OC EA WAY. v ROTE• BEGIN BRACING WITHIt�},6_;--0" OF / NO SEALANT AT SIM COND RECEIVE FLAT BASE ALL GRID MEMBERS AND PERIMETER AND 2" FROIv� CROSS MEMBER I ---5/8" GYP. BD. EACH SIDE 1/2' MAX CONNECTION DEVICES TO BE OF AN 1 .2-MAX_ EXIST TOP TRACK APPROVED TYPE AND HAVE A 180# SECURE ALL HANGERS 70 BCflG - " -- CAPACITY. ALL LATERAL BRACING STRUCTURE. TRAPEZE DUCT RK ' ��i BOTTOM TRACK TO FINISH 20 GA.x2 STRAP, 1� LONG- � ---- BUTTON TRACK TO FINISH W/ (3) lU SCREWS TOP do REMOVE EXIT GYP BD, A� CONCRETE SLAB � FLOOR W/ POWDER DRIVEN CONCRETE FLOOR W/ POWDER DRIVEN 0U TOO # REO'D FOR NEW STRAP L J ANCHORS AT 4'-0" OC Fd' t office WIRES TO HAVE A 200 CAPACITY.i� AND OTHER LARGE OB5TRUCTI0�15 SLAB ANCHORS A1. 4'-0" OG � B T M, EA SIDE. ATTACHMENTS Equill., z _ REr4`� NOWBEARING WALL SUSPENDED CEILING BRACING _ 1 2 GAP BD PAR7110N at METAL DECK � s 'WALL YC) STRUCTU NOTE: PROM MIC SE PA AT10N JOINTS 1N CEILINGS GREATER NTS O 3"�1'-a" Ag.1 OVER EXISTING WALL 3"=1'—a" �8.1 AT FLOOR AND SUSPENDED CEILING 3'-1'-0" uJ Ag'1 THAN 2,50a FF. PROVIDE HEAVY DUTY GRID SYSTEM. � Agl z w z -- SOUND ATTENUATION 8HT7 --- -- - - AS OCCURS Project GYP BD WALL AS OCCURS K FORGE - -- — — � -- GYP BD PARTITION SEE PLAN ■ EXPANSION V SURE 2� ,fir I LlNL OF SILL AS OCCURS DOUBLE STUD AT JAMB, TYPN 10000 SW Gi eenburg Rd Palkind Oregn STEEL DRYWALL FRAME — `����ALUMINUM TRIM PIECE "CEE" / � �`- , r :n W/ 1}�" RETURNS, t1NISH ��3pµ� T f� TO MATCH WINDOW FRAMES v p Ch r (ANODIZED BUILDING ZE L, STANDARD) g / �OR1UN�, OREGON NEOPRENE SEALGROUP OF 2006 STOREFRONT GLAZING v ALL RIGHTS RESERVED _ StiSTEM --BUTT GLAZED SIDE THESE DRAWINGSMAREh T'EI PROPERTY OF LIGHT AS OCCURS GROUP MACKENZIE AND ARE NOT TO BE 1/4" USED TEMP GLASS , ED OR Rf_PRODUCEC IN ANY MANNER, � i � I THOUT-PRIOR�WR1-1fN PERMISSION tr REVISIONS: P.E�1SIONS RLVl',11)fl DELTA 5 'WALL AT EATERIOR MULLION � 6 I'MINTERIOR [BOOR _ >w THIS C<G Ila DATE � � � o SHEET - 4,. Ag.1 "=1'-0" A ,1 HEAD SIMILAR 1'-0" r I »_ t - .,a', SFIEET TITLE: r Y ry$� DEW-8 AND Al El..EVAT)CM ;e r DRAWN RY: SAA r CHECKED BY: SBH y SHEET: A8ml t A_ _ _`.� =,oe No. 2024955.26 F'ERW 9E`r': 03-27-06 ., , t 00 ii . t �I .'„^ww.•r+w-•-..--.x+*«n'wtrM. e+:.::,,.,.:......-..w.........:....... .,T-,_ ,.«.-.,.a.,....... �*�4wn� n»'ra..a...rw..c• - .d�� _ ' ' LIlt11WITY STOW :ItQ •ter «.,,k,,•�„�..... r � Y i 3 yg l l` t r. D. T r k. ra.raa..i s..+►lu�P�tlfWllkt�l _ ..._ iir -.,.,._ _....,,. w__. ,._. _.. ....._-.-.. . . ._. u z • V Z i •" � c I IM 1111111 111*61 list III sumJ � � o i cy cj Q HORN TRO6f WAL *fEELOC( AS-24MCW-f-W W ON E) U- N I i S11iO8Ea WALL, WFIF.&UCK RSS—YgiICW—FlN z (E) EXISTINGL=:—Zzl ` Q C) u; EOLR END OF LINE RESISTOR, SUMt ASORY 1L�_ - _ Q � o U = cL a OPEN OFFICE CARREL_ "C NEE._ 210 OR SUPERV SCRS: LI 3 32-S - WAS- 11STR. LIC: I r NC��EED VV977KT i II Up tfsK- �-k� INTERVIEW 205 BRE�►KM'ORK 15Cd 211 INTERVIEW DATA ---- I �► � -� M. -� 212 REC.'EP'HON 201 �\ 3004 N 11J NAC 2.1-1 16-2 FP(P ! 104 � 7504 1504 1500 150d �— — ---- ■ r INTER%'IE%' HALL OPEN u■ 207 0 20? ■ ■ OFFICE 7 209 L.. ■ JOod i CONFERENCE ■ 150d ■ j 202 ■ ■ ■ ■ I W D iIti fER4'IE% ZM N ■ 290 ■ � z N ■ ■ EOIR llOr�d uiu ui ■ ■ L.L r , 0 `� FIRE ALARM PLAN CY SCALE: 1 /4" = V-0" O � O � LLI TERMINATION METHOD # 261229 FIRE s:ALE: 1/419=1' F F A Y� DATE: 8-01-06 R L FIRE � �EC�IV E L ,,: RIGHT WRONG E E ; DRAWN B -j-WS AS-24 SERIES RSS SERIES C GITi OF r v �� CHtCKE� 61': DW 4ae25• x 4,825' 4.7�' x 4,75• — - BUILDINGD J -r MOUNT TO 4 SQUARE MOUNT TO 4 SQUARE `- -_ 2 1/8' DEEP BOX 2 I/8' DEEP BOX 2-GANG MUD RING 90• 2-GANG MUD RING AS-24 SERIES RSS SERIES JUMPER FOR S+ S-• TEMPORAL PATTERN S+ S__ — _j 1pq fono FINISH — Ilcn I- - FLOOR -llu►ac _ ._ »urz 1 � I Off''TIC; :..•x n.c•wc ca re .•�..�. 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