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10220 SW GREENBURG ROAD STE 470 Fr 1. 11, r) p� MM M YI 10'-4"t 24'-6"t A ---- N 3 0 6 2 00 0n p3 � N 7 C •— V ON M 5 c J A8.1 < 3a R E10 o 4D 427 13 > : 0 A A a cam V � C n » �1 I� .::. ... �:_...__._.; .. ..__. _.tr_iL� r TRA{ OOM o �� r C > 0 1z-e f ------ ,. 4?87 •�, 0 0 . 1 I g INCIN o °cco dt — — 421 ........................' - P-2 a e � I S '-4"t 4'_9" 8 12 4 ~i 426 _ � W ° • � '�° Qak 1 421LxQ 10 ENT 't '� C a TENANT IMPROVEM 43 aO 01 TYP. tiF 4y 4ZQ 2 4WD P-Z �.................. 4238 V � H J d Ip HALLWAY � 12'-11"f ' 425 4Z HAU 2 LINCOLN er as 420 12 ,I 423 -2 _1 419 M 4 _.._..._.. '�� -- I P-3 15'-2"t 102120 SW GREENBURG RD. 419 REC � 9 ( _ 1 — �i • MORi ST t I N a R 401 5 404 PORTLAND OREGON • OPEN-90 CE cV � 26'-0"t P-2 422 I 424 WDRK �I �- -- - - --- -� P-2 n a P-2 12 1 I 402 OFFICE41 4 I P-1 P-21 —�- x- 418 Project 417 4Z LEGEND 7ENANT WROMASWr 23'-o"t H 408 405 ;+ 7-11 NG. 41 414A 41 4t2A 411A � 416 4t � 4a o EXISTING CONSTRUCTION TO BE DEMOLISHED sum 4IMP`M EXISTING WALL TO UNDERSIDE OF GRID P-2 NEW WALL TO UNDERSIDE OF GRID, SEE 1/A&I DRQ I OP ICE F 40 -AM, offlom 415 414 413412 411 410L C4 407 EXISTING 2 HOUR RATED WALL ro MR P_2 408 1 11 p_2 EXISTING 1 HOUR RATED WALL. �� D A�G EXISTING DEMISING WALL TO STRUCTURE �� :434 16'-0"f 10'-7"# 9'-11"t 10'-1"t 9'-11"t 10'-0"t 10'-0"t 12'-0"t 20'-0"t q EXISTING OUTLET AND TELEPHONE/IDATA PLAN CI'r''Y OF UG-A" PARTIAL FOURTH FLOOR EXISTING L;GHT SWITCH AwovW �� • rz,,• 1/810. —Ow l T NEW SWITCH WITH DIMMER ��FAolio��--~M I I OF GENERAL, NOTES ® EXISTING THERMOSTAT �� #4`TO INDEX CF DRAWINGS _ 01 - KEY NOTE FOR REFERENCE A2.1 PARTIAL FOURTH FLOOR PLAN, KEY PLAN AND NOTES A. DIMENSIONS REFLECT FACE OF FINISH TO FACE OF FINISH, UNLESS NOTED OTHERWISE. © GROUP GHTSc RE��T ,'16,1 REFLECTED CEILING PLAN, NOTES AND SCHEDULES B. WALL THICKNESS ARE NOMINAL, UNLESS NOTED OTHERWISE., JEW REQUIRED EXIT THEE DRAWINGS ARE THE PROPERTY (f A8.1 RETORT AND ELEVATIONS C. ALL INTERIOR WALLS TO GO TO UNDERSIDE OF GRID UNLESS NOTED OTHERWISE. GROUP MACKENZIE AND ARE NOT TO HE D. ALL INTERIOR DOORS TO BE SOLID CORE FLUSH WOOD DOORS TO MATCH BUILDING 2201P 1 NEW 220V OUTLET USED OR REPRODUCEDPRIWRITE ANY MANNER. SCOFE OF WORK STANDARD UNLESS NOTED OTHERWISE. NEW DEDICATED OUTLET o WITHOUT PRIOR WRITTEN PERMISSION E. OUTLETS INDICATED ARE EXISTING UNLESS NOTED OTHERWISE. PARTIAL SITE VERIFICATION PRANS��� � REVISIONS: THE SCOPE OF WORK FOR THE PROJECT INCLUDES INTERIOR TElIANT IMPROVEMENTS x 5 ARE FOOT TENANT ON THE FOURTH OF SIX FLOORS. HAS BEEN PERFORMED AND PLAN, ELECTRICAL AND CEILING INFORMATION HAS BEEN INTERIOR ELEVATION FOR REFERENCE w/s� FOR AN APPROXIMATELY 7,29 SQUARE NUM tA� IiRwsla+s REVISION DELTA IMPROVEMENTS TO INCLUDE MINOR DEMOLITION, NEW WALLS, NEW CABINETRY AND UPDATED (OBSERVATION IS LIMITED TO VISIBLE/ACCESSIBLE ArZEAS). CONTRACTOR TO FIELD VERIFY AND CONFIRM ADDITIONAL REQUIREMENTS WITI,! TENANT. THIS CLOSING DATE SHEET INTERIOR FINISHES. F. FURNITURE 1S SHOWN FOR SCHEMATIC PURPOSES ONLY. TEI IAN i OR TENANT TENANT APPROVAL: VENDOR TO CONFIRM BUILT CONDITIONS FOR SPATIAL REQU'REMENTS AND FINAL _` —* —'- - LAYOUTS. � . M"/CODE DATA ��'.' LOWER VOC PAINT SYSTEMS TO BE UTILIZED, TO INCLUDE PRIMERS AS WELL AS FINISH PRODUCTS. T ACE A: OCCUPANCY CALCULATION H. ALL DIMENSIONS SHOWN AS PLUS/MINUS (t) ARE FOR ,A=NERAL LAYOUT AND oulpow to a�0 GOVERNING CODE: 2007 OSSC TENON SP OCCUPANCY: B OOCWAKY FLOOR AREA OMWANTS REFERENCE ONLY. -�- r TYPE I-B _ 57 1. ADD INSULATION IN ALL WALLS, EXCLUDING PARTIAL HE, GHT WALLS. CONSTRUCTION TYPE: BUSINESS 5,620 SF1� TENANT AREA (APPROX): APPROX. 7,464 S.F. TOTAL OCCUPANTS 57 W�wilr OCCUPANCY LOAD: 106 _-.TENAWT SPACEB: OCCUPANCY CALCULATION KEYNOTES SHEET TITLE: ---- FOUM OR'ma FLOW AREA OO wMM 1. ALIGN NEW WALL WITH EXISTING WALL ASSEMBLY 938 SF 47 2. ALIGN NEW WALL WITH EDGE OF EXISTING COLUMN 7 FL= FILM �� 70 BUSINESS 187 SF 2 3. FURNITURE AND EQUIPMENT NIC. TYPICAL WHERE HALF TONED. TENANT OR TENANT OFFICE COPY p�qN AND N0 TOTAL OCCUPANTS 49 VENDOR TO CONFIRM BUILT CONDITIONS FOR SPATIAL REQUIREMENTS AND FINAL ASSEMBLY: TENANT SPACE A: 2 REQUIRED EXITS, 2 EXITS PROVIDED LAYOUTS TRAINING = 938 SF TENANT SPACE B: 1 REQUIRED EXIT, 1 EXIT PRO ADED 4. EXISTING CABINETRY TO REMAIN OCCUPANCY = 47 ALL EXITS ARE EXISTING AND HAVE APPROPRIATE EXIT SIGNAGE 5. RELOCATE FIRE ALARM TO ACCOMODATE ADDED SERVER EQUIPMENT BUILDING IS FULLY SPRINKLED AND HAS NFF'A SMOKE DETECTION THROUGHOUT TENANT ALTERNATES TENANT SPACE B: WITH ON SITE EMERGENCY GENERATOR FOR FIRE, LIFE/SAFETY BACKUP POWER 1,675 SF �!' DEFEWED SUBMITTAL PROVIDE SEPARATE PRICING FOR THE FOLLOWING: DRAWN AY: KJs OSSC SECTION 106.3.4.2 (by separate permit) S. NEW UPPER AND LOWER CABINETRY, SINK, AND PLUMBING, SEE DETAIL 5,6/A8.1 - CHE'4.*ED BY: SBH, JRH FIRE SPRINKLER NOTE: DESIGN BUILDERS FOR M.E.P. AND FP. ARF FULLY 7. NEW COUNTERTOP BUSINESS:ALARSHEET: do A! RESPONSIBLE FOR THE DESIGN OF THESE SYSTEMS/COMPONENTS. EET• 8. NEW MODERN FOLD OPERABLE PARTITION, 800 SERIES ACCORDION FOLDING SYSTEM, OFFICE= 5,620 SF MECHANICAL THESE SYSTEMS/COMPONENTS SHOWN ON DOCUMENTS ARE SCHEMATIC STANDARD FABRIC, TBD, RATING SYSTEM OF 50 STC, SEE DETAIL 7/A8.1 ELECTRICAL ONLY: THEY ARE NOT INTENDED TO REPRESENT FINAL CODE OCCUPANCY- 57 PLUMBING COMPLIANT DESIGN. PROVIDE DESIGN DOCUMENT SUBMITTAL TO 9• MODIFY EXISTING CABINETRY TO ACCOMODATE VENDING MACHINE. DEMO CABINETRY AT Z KCONNECTINGEYPLAN ARCHITECT OF RECORD FAR REVIEW PRI01� TO SUBMITTAL JOINT. FINISH EXPOSED END. 10. PROVIDE SEPARATE DIMMER CONTROLS FOR EACH HALF OF TRAINING ROOM NTS TENANT SPACE A: A261 11. NEW LOCKING SERVER CABINET, COORDINATE WITH TENANT �� FOURTH �� 5'620 SF -- _ ADA IMPROVEMENTS _ 12. REPLACE ALL EXISTING CABINET DOORS N�� � \,____LONGEST COMMON PATH JO NO. VALUATION OF WORK $8.500 13. CENTER OF RECESS TO CENTER WITH COLUMN OF EGRESS TRAVEI 2u70W.04 25X VALUATION FOR UPGRADE _ $2125 ADA UPGRADE REMOVAL OF ALL BARRIERS, UPGRADED MISC. %7-. 10/11/07 "14M104\*M\a4_-A2.1.M Kw 10r01W 1&44 I:N.00 HARDWARE AND NEW ADA COMPLIANT CAOINETRY y,nrv., ., .v ..,..,.,, _r,..;, e_..,q.,• •'..:.; ;n� >*r:n RIv`+•, .. ..r. :r.',. 'M1' .t w ;P..arRFttNtldlyi� � 'f.,.; •w,/M•�'li ,�. ,�, .. '' .. ........ - ..pyo Ilk 1t�I�1 tltjlll iIl�t(1 T�TI�I-�1 �1' �'Frr��lrl� s�i�'1� 1I1 Tr IT 1111 tell ' r�l�T i1i11�1 I�Ill�t I�I�II) ��III�I rirll�l 1�11��1 I�III�I 111I1�1 I�IIII� C I � , t 3 f 1 1 f8 9 1 10 I I it I . !1Z _J + • i Itl1 111 � Q � 111W1 �UL111l1IU11 • �' ' 4 e • "► • �� , ,•+' ~ !; � aaw.nra.•: ,x,•:-a .. .,-'r.ivn.e.r,...�s...,...... - .. rr wwvr+wnMiwn.r.h.+.awwr,.'n.rrw..ur...+..r....r.+�...n,......,,.r...,e..ro....o..rwr.o..tr:,w.' ,•::-. ,.um1.wY.•••rs...waw_....r.•.+l�e�r�nr•.n.,..r...s+•� _....:w.... ..�_.. pR' -...n..».....awtw+...r_,.e+.�.A...,enso-...wrraa.ww .,�,....u'.w,,.....r:rwrr.raw..,.ws-,V.awr:..w,+.wr.ww.._.:,,,-.:,...r...w •."'.'.. ��W.......r•,:. .Sy_.rrraratrr +..+1MM•I..wrre/lll..�'w.aRl►�+r __ .. - .. _ ...t _ -.. _ .. ..-. -..... k.*,. ..wr. ....�..... ..rm. 'A..+...es+.'.t aasww++..ra o-n........c+eu., ..n .,.a+iooe�w. -. .. ...... ..- ..,w....., .. ....r..•ws,..r..s_•.►..n-'uw..... r'r..R'n�..�w..-.wW.:n•r R.-e.e._-w-w.. ..... - - .'f'Tvi'•?MIN"»'� '�. 1, �r !;1 i j•t,. ° rog DOOR SCHEDULE 0 :5 40N DOOR DOOR DOOR DOOR FRAME DETAILS HDWR RATING COMMENTS < c OPENING SIZE THK TYPE M T L FINISH MAT L FINISH GROUP _ 401A 30--0 x8'--6 t EXISTING DOOk - 1 ; o • 402A-419A 3'-0"x8'-e.* EXISTING DOOR _ -- 1- 0 421A 3'-0"x9'-6"# EXISTING DOOR _ '-- 1 > __423A PR 3'-0"x8'-6"t EXISTING DOOR -- o 4238-4248 3'-O"x8'--6"t EXISTING DOOR -- v c . 425A 3'-0"x8'-6"f EX,;TING DOOR 1 p we • 426A 3'-0"x8'-6"f 1 FL SC S HMK FF _ 3 A8.1 H-1 -- •- v 428A 3'-0"x8'-6"f 1 FL SC S HMK FF 3 A8.1 H-1 -- ~ • r 42 3'-0"x8'-6"t 1 FL SC S HMK FF 31A8.I H-1 -- 9CL c o ` • ® ° ° HARDWARE CROUPS: ` W :• < ¢ o _ H-1: PASSAGE EXIST EXISTING £ e i1 010 _ LATCHSET F75 :MADE 1, e v •r BUTTS, SEAL. STOPS FACTORY FINISH PAN W g' 2 N W • _ FG FULL GL AZED VISION EL c �p o vi FL FLUSH M ® FL/ FLUSH WITH `CLASSROOMX FL/IR FLUSH WITH ADiA(XNT -STYLE VISION PANEL J to TE M _ - /V ® ® HG HALF GLAZED Now HMR HOLLOW METAL KNOCKDOWN - - P PAINT 11 x x z 0 S STAIN O 0 O O SC SOLID CORE. WOOD • H O R S • T ! 1 N ® O -- DOOR SCHEDULE NOTES: DOOR SCHEDULE COMMENTS: 01 O O A. ALL DOORS/CLOSURES TO BE CHECKED, ADJUSTED, 1. EXISTING DOOR AT EXISTING AND/OR REPLACED TO BE IN COMPLIANCE WITH ADA O _ RATED CORRIDOR B. ALL TENANT ENTRY DOORS TO RECEIVE A NEW DOOR 8 ° - . ° • WITH MORTISE LOCKSET ® _ C. ALL SECONDARY DOORS TO HAVE DEADBOLTS REMOVED, Proms ® ° • INSTALL COVERPLA fES OR CHANGE DOORS AS AVAILABLE TEN WT - ® 10. ALL DOORS, FRAMES AND HARDWARE TO MATCH 7'11 W. TENANT BU[!DING STANDARDS. STE 48D 11/0 _ ® - a AA . • . s , • ® . • • • ROOM FINISH SCHEDULE 2 �N ® ® 0 ® OOM FLOOR BASE N. WlALL E- WALL S. WALL W. WALLLJNG CEILING � � 001[! F, NO ROOM NAME MAT'L MAT'L MAT'L MAT'L MATT MAT'L L&JHT. FINISH pm RAM _ FINISH FINISH FINISH FINISH FINISH FINISH MAT'L TS �- 401 RECEPTION CPT RB P-1 P-1 P-2 P-1 EXIST EXIST 402 SERVER VCT RB P-1 P-1 P-1 P-1 EXIST EXIST �� C 403 OP OFF! CPT RB P-1 P-1 P-1 P-2 EXIST EXIST "spa4134 ' FEFLECD CEIUNG N 404 OFFICE CPT R8 P-1 _P-2 P-1 P-1 EXIST EXIST . 405 OFFICE CPT RB P-1 P-2 P-1 P--1 EXIST EXIST 1 1 5 , 1406 OFFICE _ CPT RB P-1 P-1 P-2 P-1 _EXIST EXIST • 407 OPEN OFFICE CPT RB P-1 P-2 P-2 P-1 EXIST T 408 OFFICE _ CPT RB P-1 P-1 P•-2 P-1 T SCHEDULE OF INTERIOR FINISHES, 4f9 OFFICE CPT RB P-1 P-1 P-2 P-1EXIST EXIST O 410 OFFICE _ CPT RB P-1 P-1 P-2 P-1 EXIST E&ST CPT-1: SHAW, TERRA Bl /5AO37, SEQUOIA #37761 411 OFFICE CPT RB P-1 P-1 P-2 P-1 _EXIST EXIST 412 CPT RB P-1 P-1 P-2 P-1 EXIST EXIST VCT-1: ARMSTRONG, 151811 ANTIQUE WHITE 413 OFFICE CPT RB P-1 P-1 P-2 P-1EXIST _ © GROUP MACKENZIE 2007 414 OFFICE MT f:8 P-1 r-1 P-2 P-1 T ALL RIGHTS RESERVED GENERAL NOTES PL-1: NEVAMAR, K4001 T, HOUSE ROCK TEXTURED 415 OFFICE CPT RB P-1 P P-2 P THESE DRAWINGS ARE THE PROPERTY E �R GROUP MACI�EP[ZIE AND ARE NOT TO 8E 416 HALL CPT RB P-1 P-1 _ USED OR REPRODUCED IN ANY MANNER, A. SUSPENDED ACOUSTICAL TILE CEILINGS AT 8'-6"t (EXISTING) AFF-, UNLESS PL-`2: FORMICA #3505-11 STORM SOLIDI CORRUGATION FINISH 417 OPEN OFFICE_ CPT RB P-1 2 ='1 P-1 P-1 WITHOUT PRIOR WRITTEN PERMISSION NOTED OTHERWISE. 418 OFFICE _ _CPT _RB P-1 P-1 P-1 P-2 --� B. FOR SEISMIC BRACING OF SUSPENDED CEILING AND INTERSTITIAL EQUIPMENT P-1: PARKER PAINT, X82350 BRUSH BOX 419 OFFICE — CPT _ RB P--1 P-1 P-1 P-2 REVISIONS. SEE DETAILS 2/A8.1. 420 WORK VCT RB P-1 P-1 P-1 GB N� REv[stoHs REv[s[oN DELTA a CENTER ALL DOWN LIGHTS,, FIRE SPRINKLERS HEADS, SMOKE DETECTORS P-2: BENJAMIN MOORE, x/2133-30 DAYS END 421 HALL VCT_ RB P-1 P-1 P-2 s� SM aos[NG DATE ALL nTHFIt OILING PENETRATIONS IN CENTER OF 2x1. PORTION OF 422 WORK VCT RB P-1 P-1 P-1 P-1 EXIST EXIST SMUT AND -- 2x4 TILE, UNLESS NOTED OTHERWISE. P-3: ICI, /469 ENGLISH COTTAGE 423 HALL _ CPT RB P-1 P-2 �'-1 EXIST EXIST _ Dr COORDINATE ELECTRICAL REQUIREMENTS WITH TENANT, ALL ELECTRICAL 424 CONFERENCE_ CPT RB P-3 P-3 P-1 P-3 EXISTEXIST ST DRAWINGS WILL BE BY DEFERRED SUBMITTAL. RB-1: FLEXCO, /071 BLACK/9ROWN 425 HALL _ CPT RB GB -1 GO -1 P-1 GO/P-1 . X E. HVAC CONTRACTOR TO PROVIDE FULL SHEET OF THE FLOOR AFFECTED UPON 426 STORAGE VCT RB P-1 G8 -1 G'8 --1 P-1 -�— COMPLETION. CONTRACTOR IS RESPONSIBLE TO PROGRAM THE OVERRIDE HVAC BUTTON 427 BREAK AREA VCT RB P-1 V'!9 -1 P-Y ST E)aST F. LIGHTING SHOWN FOR SCHEMATIC PURPOSES ONLY. 428 TRAINING RC CPT RB P-1 P-2 P-1 GB -1 a GRID LAYOUT AND RELATED DIMENSIONING AND SEISMIC AS REQUIRED. AESTHETIC FINISH SCHEDULE NOTES: PLACEMENT AND CONFIGURATION OF THE SEISMIC JOINT TO BE COORDINATED WITH THE LEGEND ,ARCHITECT. _ _� A. PATCH AND REPAIR All EXISTING WALLS WHERE CPT E ._ - AFFECTED E3'Y NEW WORK. PAINT NEW AND EXISTING EXIST EXISTING H. THE SUSPENDED CEILING DESIGN SHALL COMPLY WITH OSSC 1621, CISCA - WALLS. G8 GYPSUM BOARD SHEET TITLE: GUIDELINES FOR SEISMIC RESTRAINT FOR DIRECT-HUNG SUSPENDED CEILING - EXISTING CEILING GRID 8. PROVIDE NEW PAINT, RUBBER BASE. AND FLOOR FINISH P PAINT T� Q ASSEMBLIES - SEISMIC 3 & 4 AND ASCE - AMERICAN SOCIETY OF CIVIL ENGINEERS THROUGHOUT, R8 RUBBER BASE ASCE 7-02. � EXISTING 2'x4' LIGHT FIXTURE TO REMAIN � A� SCHEDUM I. ONLY EVALUATED APPROVED SHOT-IN ANCHORS ALLOWED FOR USE IN SEISMIC VCT VINYL COMPOSITION TILE / xz.,' EXISTING 2'x4' LIGHT FIXTURE TO BE RELOCATED OVERHEAD INSTALLATION. CONTRACTOR TO SCHEDULE SPECIAL INSPECTIONS REQUIRED BY CODE IF USING SHOT-IN' ANCHORS. ® NEW OR RELOCATED 2'x4' LIGHT FIXTURE J. EXISTING CEILING GRID AND TILE TO BE REPAIRED OR REPLACE TO LIKE NEW CONDITION. I ® EXISTING SUPPLY/RETURN VENT TO REMAIN ;:� EXISTING SUPPLY/IRETURN VENT TO BE RELOCATED r-- ® EXISTING EXIT SIGN DRAWN BY: K.,"S SD EXISTING SMOKE DETECTOR CHECKED BY: SBH,_JRH Sp EXISTING SPEAKER SHEET: `'L Vl a 0 EXISTING SPRINKLER HEAD A681 JOB NO. zu/1 .04 PEF�NN'f SET' 0/r/O7 WMN10+\Mcw\a—M.1.0M XW 10M01W W6 1:9.00 •-.«.,, .., .-::.,,..*.;. `,"'►'",'•,n`MRS' ., _, ysnre>�rs,. ,,...,.. _ y ,.. ..i''. 1i�!'.�i `.'7ic."• �^�r-.-..,. .....,+..�'+u".'' , TTI tt r r t JV*7111'111 W71 ii II r 11 421 N0. j11111 t a Will • l L J"u U610111111111 4 ..� a. • .rr-fr..,�.«.., , � ' '�� .. •+..r•- -' .ori+.,. .,... •. .,,. e,..:-r,-a......+v..wRUV!uws.oMr mv,. ..nn+vWarAadnw'n.«d,. .. . -+riA11P�+Y9. ,...++. rn.w-.►. a..a....:a.•.wk✓w,vrrc.rr.n: . „vw.:.•�r..-w.e+.,fta.r«.�.w.•.�.�.�w.+ ^+rr...r.s.�F+r,...... rOr�..M!rt.•.f•.•aMla:Mna.a,...e•... .:VYeLW.�,.•••....nw.�.... .r.uc +�w�.w.r°.�....ww.WM•.�•.. .. ra.•....Nim+rar.�w/M.•w.w•►wwww.+.woew.,+�•MraMrA+t.1iI11e..141.M4fi11�•^- -...a+.►.1�.� !MWAv,e. .rr-.mi.r.+,.w.•„nw.w,r,..... n.•v,.,yr......a.,:'�:L _ ..._,,.,..._.-.-1 • .; -.:y•,,,wV• 0 w.,,.fvn*•a.r«w+w.r•.w.w•iw..wr.^ -w•.•+w ....9+*' •w ..-i. .�..�iM a,91o1..Mlh.a.a.•uw.aQ"'YW.Id1R�7f.fe«.._.x_. � •, �, _ '••� '^'R „►.'.1�"'•.i1- fA r.. z rh i* FLOOR OR ROOF STRUCTURE POP RIVET RUNNER TO 7/8" WALL ANGLE AT 2sa ADJACENT WAl1S, FASTEN CLOSURE ANGLE WITH /5 SERC 2 8" MAX. C � CUP c 4 SCREWS DIRECTLY TO WALL FRAMING OR PROVIDE STRUT 4 ATTACH STUD TRACK STABILIZER BAR BETWEEN ALL MEMBERS AT PERIMETER '� d \ / THROUGH GRID TO ADDITIONAL 112 WIRE SUPPORT AT ALL MEMBERS • " pR� \ BRACE ABOVE WITHIN 8" OF PERIMETER \ / / LATERAL BRACING WITH APPROVED VERTICAL �` ` SOUND SUSPENDED CLG 3 SOUND ATTENUATION ASSEMBLY / COMPRESSION STRUT AT 12'-0" OC EA WAY AS � RSENUATION BATT t v BATT LAID HORIZONT/rit.LY \ $ COUNTERSLOPE HANGERS IF MORE THAN 1:6 OUT OF PLUMB ' •t GYP Bn WALL AS OCCURS ABOVE CEILING 4'-0 \ / CENTERED ON ALL OFFICE "ATTACHED _ _ _ 3 AND CONFERENCE WALLS WALL" . CUT TILE FOR TIGHT---�� 20 GA 3 1/2" METAL STUD BRACING 4 O� FIT AT WALLS TO FLOOR STRUCTURE AT 8'-0' o • v 14D. OC W/ (2) /8 SHEET METAL a e o CASING BEAD USG 200-A A " DOUBLE STUD AT JAMB, TYP ♦, 0 10 SCREWS AT EACH END. BRACING A NOTE: FOR UNATTACHED WALLS PROVIDE A 1/2 ,� c W > co GYP BD EA SIDE TO BE PROVIDED WHERE DISTANCE TO 3/4" GAP BETWEEN EDGE OF ANGLE AND CLIP o e SOUND ATTENUATION BETWEEN PERPENDICULAR INTERSECTING -- DO NOT SCREW BERG 2 CLIP TO TRACK C v 'STEEL DRYWALL FRAME � CbC � AT ALL OFFICE WALLS AND WALLS OR HORIZONTAL BRACING ---- TABLE MAX. LEGNT c C � t� CONFERENCE WALLS' TYP. BETWEEN WALLS EXCEEDS 8'-0" OC �---CROSS RUNNERS FIT BETWEEN MAIN RUNNF .S W " 0 o 1120 DIA CONDUIT EMT 5 -10 - CL O METAL STUDS MAIN RUNNERS AT 4'-0" OC " 3 4 DIA CONDUIT EMT 7 -8 a .r GYP 90 EA SIDE METAL STUDS O 16' OC 6--0" MAX SUPPORT WITH /12 WIRE AT 4'-0- OC OR W a V N 1 DIA CONDUIT EM T 9 -9CA WITH /10 WIRE AT 5--0- OC EA WAY SGL 162S125-33 MTL STUD i 2 -0 C 0 a� CUT TAPER OFF GYP CONT ACOUSTIC SEALANT - > �• OD AT WALLS WHICH EA SIDE AGAINST TRACK LATERALLY BRACE MAIN RUNNER TO 1 S 8"x2OGA �D V CD I- -i d to RECEIVE FLAT BASE NO SEALANT A7 SIM COND. �* STRUCTURE AT 12'-0" OC EA WAY. BACK TO BACK 162S125-33 15'-Q" -_ ALL GRID MEMBERS AND BEGIN BRACING WITHIN 6'-0" OF MT T 1- "x2 1 2' MAX - CONNECTION DEVICES TO BE OF AN PERIMETER AND 2" FROM CROSS MEMBER SGL 25OS125-33 MTL STUD 13'-6" ' BOTTOM TRACK TO FINISH APPROVED TYPE AND HAVE A 180/ " CONCRETE SLAB CAPACITY. ALL LATERAL BRACING SECURE ALL HANGERS TO BLDG FLOOR W/ POKER DRIVEN BACK. TO BACK 250S125-33 15'-0" ANCHORS AT 4'-0" OC WIRES TO HAVE A 200/ CAPACITY. STRUCTURE. TRAPEZE DUCT WORK MTL STUDS2-1 2"x20GA OTHER LARGE OBSTRUCTIONS � >s N o R s s T s >, N �—BEARING WALLAND r2w*"*\8"ENDED CEILING BRACING 2 3 TYP INTERIOR DOOR AT FLOOR AND SUSPENDED CER ING 1'-0" � NYS AB.� HEAD SIMILAR T HAN 2.500 SF. PROVIDE HEAVY DUTY GRID SYSTEM. 12" CLR. _ 130_ tlQIES-. U.N.O. Project (Z) ADJ. A. FINISH ENDS; TYP D. SHIM AS REQUIRED ADJ MELAMINE SHELF. TYP 780M MELAMINE SHELF & CONFIRM REQUIREMENTS F- ALL CABINET FACES AND DOORS PL-2 FOR ALL EQUIPMENT/APPLIANCES -� NC. PRIOR TO CONSTRVCTION OF = StA I E 4W-470 CABINETRY �f Q ALL COUNTER TOPS; EDGES AND 1 P-LAM FACES. PL-2 BACKSPLASNE -1 UPPER CABINETS, DEPTH 2 LN�I.N MAY VARY AS REQ D. =20 SW0 FQ 4" BACK AND25" TOP SEE CASEWORK ELEVATIONS 25" P L TOP �RTLAPD, OF�C�P! SIDE SPLASH AS 6 4 U.N.O. ----- --, Q - OCCURS A8.1 034 TO FAUCET 1'-5" MAX 4 BACKSPLASH, RETURN P-LAM COUNTERTOP AND # AT END WALL CONDITIONS �f C ,�'� SPLASH, PL-1 REFRIDGERATOR, NIC ALIGN W 0 2'-0 CONTROLS p M �-� o N -` - -- - - - WRAP ALL EXPOSED PIPE ""'' 1 (1) ADJ MELAMINE COFFEE MAKER, NIC - ► ;; SHELF NO DRAWER OR ( ( ( �- -� �- a c PER ADA SHELF AT SINK LOCATIONI I I I i I 8" OF 0 INSULATE EXPOSED PIPE it z o PER CHAPTER 11 OF TH -- _ — OSSC CODE I I I I GROUP MACKENZIE 2007 - - — N OPEN BELOW PER CHAP I I I I uP N I M © ALL. RIGHTS RESERVED P-LAM FACES. -PL-2 11 OF THE OSSC CODE I N 6" N (I OPEN BELOW PER ADA THESE DRAWINGS ARE THE PROPERTY OF V GROUP MACKENZIE AND ARE NOT TO BE -- RUBBER BASEL EQ-2'-6" EQ. 2'-Q" °f USED OR 4MM IN ANY IOR WRENPERIMANNNR. 4- W' V CLR 2!--0 2�-0" REVISIONS: 4 (=NTER SECTION s BREAK RM #13 — WEST ELEVATION Yra`�CABINET SECTION �w THIS SHVI T REVISION DELTA TYPICAL. 3/4"=1'-0" f/4 �1 -0' I TYPICAL 3/4"m1'-0" o SHEET cLosrNc GATE 000. 6 SHEET TITLE: DETAINS ' 8 NATIOW GS MI.L L o C.cop * —G�vT I�5.. �"� �',�$, �1 Z_ ja t, = DRAWN BY: KJS �►�.� CHECKED BY: SBH, JRH �( SHEET: 3 c A8el JOB N0. 2070 ,5'1.04 1� i7� OPERABLE PARTI'T'IONCEILING BRACING NTS PEa AINT SET: 10/11/07 1070�610�\Mld1�OhA8,.OMO KW 10/101W U h 1:1.00 ► . . ..'w'tx-ate ,,ad„ -.: raas';•trre,,tv.h' '. ,:u`: .'. ,-'. .,��'.`:!wt71 lj.. - - •1 _ ,.' `^ ... .. _ iv r r. 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