Loading...
10300 SW GREENBURG ROAD STE 530 r;. ISI fl. f; 7y't ,•1 I a, I I Q �I C C � o = i .CCv 01 15 --7 f 12'-0Wt < 0 EXff THARRIS + BQwKt: R 30 N; 42 6 C • 1 11 ��'� 10 '41 v 6 42 1*AS.1 502 508 501 a 7 9 LJ inTENANT IMPROVEMENT � U 6 1 9 < A �� w O _ 1 LINCOLN010 30 C 10300 31W GREENBURG RD 20, >, PORTLAND, OREGON Off-ME 505 15o4 503 •v 3 I; Legend • itORR • Tt ! N 8 2 8 2 8 8 Z === ===== EXISTING CONSTRUCTION TO BE DEMOLISHED 12'-00t 12'-0"± _ 12'-0"t 12'-0" EXISTING WALL. TO UNDERSIDE OF. GRID NEW WALL TO UNDERSIDE OF GRID, SEE DETAIL 2/A&I Project EXISTING 2 HOUR RATED WALL UV DYBAeff MMO PLAN 46 N, Z PAFMALFIFTH FLOOR PLAN EXISTING 1 HOUR RATED WALL HAJW + BSM A2.1 1/"w-1,-O" �� 1/L�w�1r-Ow EXISTING DEMISING WALL TO STRUCTURE NEW WALL TO STRUCTURE, SEE DETAIL 3/A8.1 DEMOLISHED OUTLET AND TELEPHONE/bATA �A EXISTING OUTLET AND TEI-CPtdONE/bATA SW GF93343UM RD KM MAW OFECIM INDEX OF DRAWINGS GENERAL NOTES_ NEW OUTLET AND TELEPHONE/)ATA A2.1 DEMO PLAN, PARTIAL. FIFTH FLOOR PLAN, KEY PLAN AND NOTES A. DIMENSIONS REFLECT FACE OF FINISH TO FACE OF FINISH, UNLESS NOTED OTHERWISE. R NEW DEDICATED OUTLET A6.1 REFLECTED CEILING PLAN. SCHEDULES AND NOTES B. WALL THICKNESS ARE NOMINAL. UNLESS NOTED OTHERWISE. ® NEW CABLE A&I DETAILS AND EL.EVATIONS C. ALL INTERIOR WALLS TO GO TO UNDERSIDE OF GRID UNLESS NOTED OTHERWISE. 0. ALL INTERIOR DOORS TO BE SOLID CORE FLUSH WOOD DOORS TO MATCH BUILDING EXISTING LIGHT SWITCH uy STANDARD UNLESS NOTED OTHERWISE. $ NEW LIGHT SWITCH TIAMim UYANA � E. OUTLETS INDICATED ARE EXISTING UNLESS NOTED OTHERWISE. SITE VERIFICATION • SCOPE OF WORKHAS BEEN PERFORMED AND PLAN, ELECTRICAL AND CEILING INFORMATION HAS BEEN ® EXISTING THERMOSTAT �� UPDATED (OBSERVATION IS LIMITED TO VISIBLE/ACCESSIBLE AREAS). CONTRACTOR ^�,�- 1 • THE SCOPE OF WORK FOR THE PROJECT INCLUDES INTERIOR TENANT IMPROVEMENTS TO FIELD VERIFY AND CONFIRM ADDITIONAL REQUIREMENTS WITH TENANT. m NEW THERMOSTAT FOR AN APPROXIMATELY 1,605 SQUARE FOOT TENANT ON THE FIFTH OF FIVE FLOORS. O WORK TO INCLUDE DEMOLITION. NEW WALLS, DOORS„ RELITES AND CABINETRY G. LOWER VOC PAINT SYSTEMS TO BE UTILIZED, TO INCLUDE PRIMERS AS WELL AS Crx V OF TIGARD FINISH PRODUCTS. H. ALL DIMENSIONS SHOWN AS PLUS/MINUS (:t) ARE FOR GENERAL LAYOUT AND NUM INTERIOR ELEVATION FAR REFERENCE APP�'�'��••••••••••••+•••• @ GROUP MACKENZIE 2007 IENANT APPROVAL I ALL RMTS RESERVED REFERENCE ONLY. swlow/oc THESE DRAB ARE THE PROPERTY OF OF I. ADD INSULATION IN ALL WALLS, EXCLUDING PARTIAL HEIGHT WALLS. �j KEY NOTE FOR REFERENCE USED R REPRODUCED AND ARE NOT N R. us® OR REPRaouc�D IN ANY MANNER. WITHOUT PRIOR WRITTEN PERMISSION DESOWCODE DATA Eff REQUIRED EXIT �---- REVISIONS: GOVERNING CODE: 2007 OSSC KEYNOTES • �� fS REVISION DELTA OCCUPANCY: B ------- - CONSTRUCTION TYPE: TYPE 1-8 ; TE � 5F�#ET CLOSING DA TENANT AREA (APPROX): APPROx 1,605 S.F. 1. ALIGN NEW WALL WITH EXISTING WALL 2. CENTER NEW WALL WITH EXISTING MULLION, SEE DETAIL 4/A8.1 WEV I S ION 1 X IN PROGRESS OCCUPANCY LOAD: 17 3. CENTER NEW WALL WITH EXISTING COLUMN � 1 REQUIRED EXIT. 1 EXIT PROVIDED 4. NEW 3'-0"± WIDE TEMPERED RELITE TO MATCH TENANT BUILDING STANDARD, SEE DETAIL 6/A8.1 • --+----♦ ALL EXITS ARE EXISTING AND HAVE APPROPRIATE EXIT SIGNAGE 5. UNDER COUNTER REFRIDGERATOR AND WATT=R COOLER, PROVIDED BY TENANT ���C � --- BUILDING IS FULLY SPRINKLED AND HAS NF�PA SMOKE DETECTION THROUGHOUT 6. NEW UPPER AND LOWER CABINETRY WITH OPEN ADJUSTABLE SHELVING, PROVIDE BLOCKING WITH ON SITE EMFRGENCY GENERATOR FOR FIRE, LIFE/SAFETY BACKUP POWER 1 1 ODE EW BU LDI G TA DA 4' HI 7' WI P DN BAR PAINT TO MA CH WA COL 0810000 M•7yM �- 8. T MHEPHNFED SUBMITTAL S. ACCENT PAINT, APPROXIMATELY 100 LINEAR :EET, LOCATION TBD v AnusIMMY Game OSSC SECTION 106.3.4.2 (by separate Permit) _ 10. RAISE EXISTING OUTLETS TO +42" AFF � SHEET TITLE: FIRE SPRINKLER NOTE: DESIGN BUILDERS FOR M.E.P. AND FP. ARE FULLY 11. ALIGN EDGES OF LOWER CABINETRY & ALARM RESPONSIBLE FOR THE DESIGN OF THESE SYSTEMS/COMPONENTS. PART1AL. F� MECHANICAL THESE SYSTEMS/COMPONENTS SHOWN ON DOCUMENTS ARE SCHEMATIC OFFICE COPY FLOOR pLAK ELECTRICAL ONLY: THEY ARE NOT INTENDED TO REPRESENT FINAL/CODE PLUMBING COMPLIANT DESIGN. PROVIDE DESIGN DOCUMENT SUBMITTAL TO LONGEST COMMON PATH KEY PLAN ARCHITECT OF RECORD FOR RENEW PRIOR TO SUBMITTAL OF EGRESS TRAVEL 55'-3" A� � AICA IMPROVEMENTS VALUATION OF WORK w - $10.500 ■ • • DRAWN BY: KJS 25X VALUATION FOR UPGRADE ! SZ 025 ADA UPGRADE �• REMOVAL OF ALL BARRIERS, UPGRADE) MISC. CHECKED BY: SBH. J6tH HARDWARE AND NEW ADA COMPUM4T CABINETRY SHEET: of ,3 A291 s KEY PLAN All -"°rTH FLOOR NTS JOB NO. TRUE PLAN 1 20'7066.02 NORTH NORTH Him VA VA o1/m/n Bae I-moo w u - .. lyy}{ ri. . ry ,,., F.1`. �:NYh.,�tl y^q/aq ♦ Y-..'M >.l /.Ftti'4 y}f.y./«r�,. •kt7�i.<{}k•.,�C, �,n1M1 ta.>,r.� YJ:, ..1;- ��".0 "n '�?� •}aga.{' 1'. .:.. i i 4 • r. W�S. {. .. ... � �f.'~Y l-. �,. I ':I„ S'*'9f ' � ".`, '� `'✓Y� � �� k's'py • Ittfllffifl. f ,aw YPP if. Will 11 -21,01 L -A. i1fro I 10,71 i thl Mich 1111 1111 1 lul Ift I�lI11fTTll TiI1I " • f • • 16 , ,� ,....... .,... ..., ,_.. . -.;r:yaw,.••.:nawb"N..ww.rar.rr.tv;•n..wsli:uur^ • :•ab✓+n-Y ,:....w1.�.w. .. .. .. ...s.....,,.,. ,.�..ow.n..•a..►••.+wr.e•.•.arrw..'... _.r•.,-..ti.., uv..;.�:+..u..,..rNwae•_..IA.-...cin.yew:rw-w0.[M+Aa..rwn�+r....•.....r...r�rw.�Y.rr. w.rr..++unr.+......rw„ �, .k". Fk'�+IASM' '^y"Y71"�• ,.-.X"►.+wr.tlrw+"v2�.i11�1'Y"MM1N •., - .udr.Rwe.:«...•rrrrr..w+:,w.+,�•+w.u-•IYwrwa'..,/.nwa.�.w r.r J.:.aw.Mwr•.•Mn.+ww.7ww.w.r , ,. .. +r:^wvrew7rs.niwesi.Y6'rri+ili�lYefW11 �-._ _ .•r:, ,.. •rr1.e�+r.:wMue�.w..,�wwavac•nr..'�riwow.e,,swsr+xr var+�,..,.,n,•.r••�..r•riwol•w.�•.1.r•.:.:.nw:.^y.�Y.■n---++.wore-MeM.•wv•..aa•..w.aruvaraff..'.r . ^,l :.� t' V rly i. l' P ,.2 FLOOR OR ROOF STRUCTURE e a c POP RIVET RUNNER TO 7/8" WALL. ANGLE AT 2 BERC 2 8" MAX. WALLS. FASTEN CLOSURE ANGLE WITH /6 CUP • is a ; 10 ADJACENT SCREWS DIRECTLY TO WALL FRAMING OR PROVIDE STRUT ATTACH STUD TRACK WEEN ALL MEMBERS AT PERIMETER o/ v ~ STABILIZER BAR BET � f THROUGH GRID TO v � v� —METAL DECK AS OCCURS ADDITIONAL /12 WIRE SUPPORT AT ALL MEMBERS BRACE ABOVE v n WITHIN 8" OF PERIMETERo i - _k DEFLECTION SPACE ATTENUATION NOT FASTEN STUDS LATERAL BRACING WITH APPROVED VERTICAL SUSPENDED CLG 3" SOUND COMPRESSION STRUT AT 12'-0" OC EA WAY ,�;� �,� ASSEMBLY BATT LAID HORIZONTALLY I v I I GYP BD TO RUNNER) < .� COUNTERSLOPE HANGERS IF MORE THAN 1:6 OUT OF PLUMB t ABOVE CEILING 4'-0" - 3 CENTERED ON ALL OFFICE " A 00 ATTACHED - - - AND CONFERENCE WALLS MIN. 3p n WALL" � •0\ � — � ---•—CONT 11� GA MEAL � 12 4 CUT TILE FOR TIGHT "�- 20 GA 3 1/2' METAL STUD BRACI►�r, ? _ FASIENE:D Ta DECK AT 2'-0 p O FIT AT WALLS �� TO FLOOR STRUCTURE AT 80-00 OC STAGGERED . c ~ �� A � OC W/ (2) /8 SHEET METAL :- 9 � A , " CASING BEAD USG 200- c c = cam NOTE: FOR UNATTACHED WALLS PROVIDE A 1�2 - SCREWS AT EACH END. BRACING O d r A _ TO 3/4` GAP BETWEEN EDGE OF ANGLE AND CUP GYM' BD EA SLOE TO BE PROVIDED WHERE DISTANCE GYM' BD FASTEN RUNNER TO � � d v -- DO NOT SCREWY f3ERC 2 CUP TO TRACK SOUND ATTENUATION BETWEEN PERPENDICULAR INTERSECTING EA SIDE _ _A i 2'-Om OC t o --- - AT ALL OFFICE WALLS AND WALLS OR HORIZONTAL BRACING CUT TAPER SOUND BATT INSULATION AS OCCURS W «• Q �D _ - TABLE MAX. LEGN 1' CONFERENCE WALLS. TYP. _ BETWEEN WALLS EXCEEDS 8'-0" OC TYP AT DEMISING WALL • • O CROSS RUNNERS FIT BETWEEN MAIN RUNNERS - A IT EMT 5'-10" OFF GYP BO METAL STUDS O 16" OC, UNO r ' 2 DI CONDO METAL STUDS J c AT WALLS W .. 2 a MAIN RUNNERS AT 4'-0" OC 3 4 DIA CONDUIT EMT 7-8 " SUPPORT WITH f12 WIRE AT 4'-0" OC OR 1 DIA CONDUIT EMT 9 -9 GYP BD EA SIDE•' METAL STUDS O 16" OC WHICH RECEIVE f CONT ACOUSTIC SEALANT -0 MAX " FLAT BASE it EA SIDE AGAINST TRACK 6 SEALANT V tlf F= J ITL WITH /10 WIRE AT 5 -0 OC LA WAY SGL 162S12S-33 MTL STUD f 2 -0 CUT TAPER OFF GYP CONT ACOUSTIC SE -� LATERALLY BRACE MAIN RUNNER TO 1-5 `x20GA 80 AT WALLS WHICH � EA SIDE AGAINST TRACK N4 SEALANT AT SIM COND - � NO SEALANT AT SIM COND Noj�, STRUCTURE AT 12'-0" OC EA WAY. BACK TO HACK 162S125-33 15'-0 RECEIVE FLAT BASE N ACING WITHIN 6'-0" OF MTL TU S 1-5 8"x20GA " MAX C>__�/ 12" MAALL GRID MEMBCRS AND REGI BR 1 2 _ CONNECTION DEVICES TO BE OF AN PERIMETER AND 2" FROM CROSS MEMBER SGL 2WS125-33 MTL STUD 13'-6" APPROVED TYPE AND HAVE A 180 - '-"'---BOTTOM TRACK TO FINISH � � -BOTTOM TRACK TO FINISH ACING SECURE ALL HANGERS TO BLDG BACK TO BACK 2.'SOS125-33 15#-0" CONCRETE SLAB FLOOR W% POWDER DRIVEN CONCRETE-� 1 FLOOR W/ POWDER DRIVEN CAPACITY. ALL LATERAL BR STRUCTURE. TRAPEZE DUCT WORK V ANCHORS AT 4'-O" OC N'fRES TO HAVE A 200y/ CAPACITY. MTL STUDS 2-1 2"x20GA SHOWS s t s N AND OTTER LARGE OBSTRUCTIONS � '_� � GYP BD PARTITION at METAL DECK rlo*"*N SLIWELADED CEILING BRACING z z N®N SEARING WALL " , " 33.,,-P_Ow NTS �9 AT FLOOR AND SUSPENDED CEILING 3IMM-- PROVIDE SEISMIC SEPARATION JOINTS IN CELINGS TER �1 -0 THAN '' 500 SF. PROVIDE HEAVY DUTY GRID SYSTEM. ir 2 z s. LL AS OCCURS as— _(Z) ADJ. �'°�t LffflOVBENT MELAMINE SHELF � GYP BO PARTITION SEE PLAN DBL STUD AT JAMB TYP SOUND ATTENUATION BATT SOUND ATTENUATION BATT AT ALL OFFICE WALLS AND AS OCCURS — CONFERENCE WALLS. TIT- GYP BD WALL. AS OCCURS 1 L.�lC90L.N woo em D RD UNE OF SILL AS OCCURSMN OFE TIMELY HOLLOW MTL KNOCKDOWN 4" BACK AND � MAS" FRAME: MATCH BLDG STT) SIDE SPLASH AS 25" R.L. TOP �y OCCURS ALUMINUM TRIM PIECE "CFE" i� W/ lh- RETURNS, FINISH DOUBLE STUD AT JAMB, TYP TO MATCH WINDOW FRAMES , � — P-LAM COUNIT]tTOP AND SPLASH, PL (ANODIZED BUILDING TA ° KUYA STANDARD) STEEL DRYWALL. FRAMC • • (1) 1-1/4" ADJ MELAMINE NEOPRENE SEAL "IF AT BASE' CABDOM ONLY 2261 � o � I ' STOREFRONT GLAZING RIGHTS RESERVED SYSTEM TEMPERED FULL HEIGHT � Rl1ITE AS OCCURS W/ THESE ORAwW" ARE /HE PROPERTY OF MFR'S STANDARD _ PLASTIC LAMINATE t O BE 4 USED OR ACK04ZIE AMMM T r MITNOUT PRIOR WITTEN PERMISSION GLAZING STOP 4___2_0 REVISITS: '� COUNTER "EC110N _ U 4 IIEVISM "SION DATA _ K'-5—�Typ INTERIOR s DOOR RECITE JAMB " " I � Q SMS NEET CL(1SING DATE 4 WALL AT EXTERIORMULLIONI HEAD SIMILAR 3"�a -0" �•� TYPICAL AT INTERIOR, HEAD SIM 3 � 1 -0 � �A&jjTYPICAL. 3 •1 -0" A�� �1 � .� 1 X IN PROGRESS D. SHIM AS REQUIRED FINISH ENDS, TYP D. SHIM AS REQUIRED 1. ALL DOOR AND DRAWER FACES ARE TO BE F'_U.S+" OVERLAY- D.FISH ENM TYP 0. ST1IM AS REQUIRED A. FINISH ENDS. TYP E. ALL CABINET FACES, PL CONFIRM REQUIREMENTS E. CABINET FACE PL 8. CONFIRM REQUIREMENTS � Ea ALL CABINET FACES, PL 2. ALL EXP03'ED CABINET EXTERIORS (INCLUDING SIDES AND ENDS, BOTTOM OF UPPERS B. OONFIRM REQUIREMENTS ALL. �. EQUIPMENT/APPLIANCES FOR ALL EQUIPMENT/APPLIANCES FOR ALL EQUIPMENT/APPLIANCES ARE TO BE FINISHED WITH PLASTIC LAMINA' __♦.__—..,� FOR ALL / 3. ALL CABINET INTERIORS AND SHELVES ARE 'CO BE MELAMINE;. COLOR: CHAMPAGNE. PRIOR TO UIPM RUCTION IA PRIOR TO CONSTRUCTION OF PRIOR TO CONSTRUCTION OF 4. ALL CONFIRM TOP OF CABINETRY CABINETRY 5. ALL DOORS ARE TO BE ON FULL EX7ENSIt B� BEARING EUROPEAN GABI E'M CABINETS TO BE C. ALL COUNTER TOPS, EDGES AND ALL COUNTER TOPS, EDGES AND C. ALL, COUNTER TOPS, ETIGL:S AND � 6. ALL TOE KICKS ARE TO tE PLASTIC LAMINATE TO MATCH CABINET EXTERIORS- C. XTERIORS PL 1/2" FROM CEILING BACKSPIASHES, PL BACKSPLASHES, PL 7. DRAWER AND DOOR PULLS WILL BE FURNISHI� BY TENANT FOR INSTALLATION ON SITE BY CONTRACTOR. COORDINATE EXACT PULL LOCATION WITH TENANT 1 SHEET TITLE: 7 T 4' WIDE x 7' HI PRIOR TO INSTALLATION. MrAU ASD .1 7 EXISTING COLUMN .1 PAINTED EXISTING COLUMN 1 • TELEPHONE EQ. EA. EQ EQ.- CEILING BOARD CER ING —1/4" THICK --�uN4 T-- \ !/ %/ \ —/ \ ADJUSTABLE .. ALIGN EDGES MELAMINE' SHELF \� / - �� 1 // \\ %� PROVIDE OPENING OPEN 1-1/4" THICK + - -- FOR U.C. REF, NIC ■ ADJUSTABLE DRAWN BY: KJS THICK I COORD W/ TENANT, -- ADJUSTABLE -- MELAMINE SHELF _ P.LAM AT INSIDE . •1RH rm 1-m— °D FACES OF o - - � MELAMINE SHELF o CHECKED BY: SBH, REFRIGL:RATOR I �-�F� � SPIFFY: � OPENING. PAINT N EQ EQ ._O" ■f WALL BEHIND 3'--0" EQ EQ 4'-8" 3F-0 EQ Eta P-LAM TOEKICK, TYP. _ CLR - _ -LAM TOEKICK, �0-0" -LAM TOEKICK, 7'-0" A861 TYP. VE -----�`- Typ. VERIFY IN FIELD VERIFY IN FIELD BBERBASE AT BACK WALL ONLY" J09 LA0. �, % 02 11111111 1 llljq 00% MIN .� 1 E�Qff 1 � I I 1 4 =1 -0 O COPY ROOM 808 1/4 =1 -•0 A�1 O COPY ROOM 508 1 4 =1 -0 ■ O G`iIPY ROOM 50e �� � GI �u.�.o�o � a/u�a yam �:K.00 .��� r • . • �. x _. k - . . ,. .... ...w: ..a.•a .., n, d •r►•• z.ylA .. w' :: » ... M ljTj fl]T�r ... 111pipplit Til ITT rjt r�i r�� Iii ��r r�7 i'ji r�T t�T ��jTjl .� 1qT 1121 • - -gip. , ,x e- ar t �� lhill 111161 old • ass �n :i:.i,,. •,I .. , , . ._. ... ow �' ' •1/ 'i."♦ r' - ..^t'....y.,,...�„•.at..,•yYOIM!Wfcrr..JlP+r:uaMerw»'.•„«.w.r.Jsrs.....s..s+..r+,r•s«-..,.�,..r,...s....w.,.s•':": ...y,,, ..AlYelre..i«a.—. +e...rwr:,..s•. ,,.. ....,,t. .r.•nwx'. -t9 .liMrrwauw+ ..v • ... .YM.Y.v .. .., .. . w m• .MIS n, • .. .:. I • +,wM+M.v.�•r*r►Y,wr+w.r...u., www.• , .q+w ,r r t+•'� ,,...r .. ,r etllpr „_ n.a.s ••M"•.,..+ern1�..W,M-+..n, aar,,,,r.. +o.it •• ... .rw ayle•.+•d.aiwMrMYM syr r.'���a..6, - - . ,..w.M,....-,rh,,,. .,w.x.... ......«....._.:.+..,.•,«r-.....,......:,,,......:w..ea-�,,..,.,,..ai...--,.... .w.a....•ww....+rnrr�r+...re:.. ...,,....r..,-+r.t.,,.rrl.+r..r•.......r,rw� ._.. :,.:_.�........ ..r M.a.r ♦ ..,,.-r.....:.: ._ .. ,r .«,. .•.•N. ..... ,..r,e..,—-:—.... .. .,_., ..-.�.._ ,..ere ... w....wr• .... . .....•,.w. ..+r..ear•+..c,....•�+�..ra*✓.w.r...�rss._r.• .. .....+w,. . . ..w..., - .: ,::+..2.�...::.•M+N.wu.MNYYC•r: ..•�•r.YMIMiN .... .. .. t ! ! I I I � I I _ f I ' I 1 � ; i i I ji • *5E < � � Ir r: a ; ' DOOR SCHEDULE DOOR _ DOOR DOUR FRAME 140WR a! DOOR DETAILS RATING COMMENTS 09 ' OPENING SIZE' THKTTYPE MAT'L FINISH MAT'L FINISH GROUP 331A 3'-0 x8'-3"t EXIS ING E OOR _ _ -- _ _ 1 f 'Am V w -j AL 502A 1 FL. SC S_ HMK FF 5/A8.1 _ H-1 _-- -- 503A 3'-0"x8'-3"t 1 'r FL SC S HMK FF 5 A8.1 H-1 -- -- -- 504A 3'-0"x8'-3"# 1 FL SC S HMK FF 8A&I H-1 -- -- 505A 3'-0"x8'-3"f 1 FL SC 5 HMK FF 6 A8.1 H-1 -- -- I 508A 3'-0"x8'-3"t 11 FL SC S HMK FF 5 A8.1 H-1 -- -- HARDWARE O'OUPS: ABBBQAATlONS� s M o R t a Y t i w r H-1: PASSAGE EXIST EXISTING LATCHSET F75 GRADE 1, FF- FACTORY FINISH BUTTS. SEAL. STOPS FG FULL GLAZED VISION PANEL FL FLUSH FL/I? FLUSH WITH ADJACENT RELIT'E , I FL/V FLUSH WITH "CLASSROOM" S VYLE VISION PANEL Proms ' HG HALF GLAZED7ENAW WROVIBEW HMK HOLLOW METAL KNOCKDOWN P PAINT SLM wo S STAIN SC SOLID CORE WOOD 1 REFLECTED1 CEILING 'PLAN DOOR' SCHEDULE COMMENTS: DOOR SCHEDULE NOTES: I � 1/b' A.A. ALL DOORS/CLOSURES TO BE CHECKED. ADJUSTED, R' 1. EXISTING DOOR AT EXISTING AND/OR REPLACED TO BE IN COMPLIANCE WITH ADARATED 14 i WITH FFl LLRRGLAZING IDOR B. ALL TENANT ENTRY DOORS TO RECEIVE A NEW DOOR TO REMAIN WITH MORTISE LOCKSET C. ALL SECONDARY DOORS TO HAVE DEADSOLTS REMOWM, INSTALL COVERPLATCS OR CHANGE DOORS AS AVAILABLE D. ALL DOORS„ FRAMES AND HARDWARE TO MATCH GENERAL NOTES LEGEND TENANT BUILDING STANDARDS. A. SUSPENDED ACOUSTICAL TILE CEILINGS AT 8'-5-.+ (E)f1STING) AFF, UNLESS ROOM ® OM F ( NISH SCHEDULE CHEDULE . • � IIIA NOTED OTHERWISE B. FOR SEISMIC: BRACING OF SUSPENDED CEILINC AND INTERSTITIAL EQUIPMENT EXISTING CEILING GRID FLOUR BASE N. WALL E WALL S. WALL w WALL CE ANG ,SEE DETAILS 1/A8.1• ROOM NAME MAT'L MAT'L MATT MATT MAT'L MATT CEILING FINISH C'� C. CENTER ALL DOWN LIGHTS„ FIRE SPRINKLERS HEADS, SMOKE DETECTORS EXISTING 2'x4' LIGHT FIXTURE TO REMAIN NO FINISH FINISH FINISH FINISH FINISH FINISH HT• MAT L COMMENTS AND ALL OTHER CEILING PENETRATIONS IN CENTER OF 2c2 - . 501 ENTRY CPT RB_ P G8 GB GO 8'--S"t EXIST TILE. UNLESS NOTED OTHERWISE. �_.�x:: EXISTING 2'x4 LIGHT FIXTURE TO BE RELOCATEDGROUP ��1' 502 FILE CPT RB P GB GB GO 8'-5"t EXIST CSS READ C �' D. COORDINATE ELECTRICAL REQUIREMENTS WITH TENANT', ALL ELECTRICAL til NEW OR RELOCATED 2'x4' LIGHT FIXTURE 503 CPT RB GB G8 P GB 8'-5"t EXIST TifSE DRAB ARE TW PROPERTY OF DRAWINGS WILL BE BY DEFERRED SUBMITTAL. 504 CPT RB GB GB P GO 8'-5".* EXIST �A' R REFI O Aft ARE NOT *, BE E. HVAC CONTRACTOR TO PROVIDE FULL SHED OF THE FLOOR AFFECTED UPON I EXISTING SUPPLY ETURN VENT TO REMAIN _ _ USED � E ANY �� ' /R 505 (REFI CPT RB G8 G8 P G8 8'-5"� EXIT wrn+ouT �tiaR WRITTEN PERNI�Silok ; l COMPLETION. CONTRACTOR IS RESPONSI*L,. TO PROGRAM THE OVERRIDE HVAC BUTTON 508 OFFICE CPT RB_ GB G8 P P 8'-5"# DaST l F LIGHTING SHOWN FOR SCHEMATIC PURPUS7.S ONLY. I ® NEW SUPPLY/RETURN VENT 507 H6U RB GB G8 GB GB 8'-50t EaSI REVISIONS: GL GRID LAYOUT AND RELATED DIMENSIONING AND SEISMIC AS REQUIRED. AESTHETIC f 508 ICOPY T RB P GB GB P 8'-5" 9 PLACEMENT AND CONFIGURATION OF THE SEISMIC JOINT TO BE COORDINATED WITH THE IFEW" s "SION W. A ARCHITECT. FINISH SCHEDULE NOTES: A98REV1ATIQ[N ;9 � CLOSING DATE H. THE SUSPENDED CEIIJNG DESIGN SHALL COMPLY WITH OSSC 1621. CISCA — A. ALL INTERIOR FINISHES BUILDING STANDARD. COLORS CPT CARPET V 1 M R4 GUIDELINES FOR SEISMIC RESTRAINT FOR DIRECT--HUNG SUSPENDED CEILING TO BE COORDINATED WITH OWNER. EXIST EXISTING PROGRESS P ASSEMBLIES — SEISMIC 3 & 4 AND ASCE — AMERICAN SOCIETY OF CIVIL ENGINEERS — B. PATCH AND REPAIR ALL EXISTING WALLS WHERE GB GYPSUM BOARD ASCE 7-02. AFFECTED BY NEW WORK. PAINT NEW AND EXISTING P PAINT WALLS. R8 RUBBER BAIIE L ONLY EVALUATED/APPROVED SHOT—!N ANCHORS ALLOWED FOR USE IN SEISMIC OVERHEAD INSTALLATION. CONTRACTOR TO SCHEDULE SPECIAL INSPECTIONS C. PROVIDE NEW PAINT, RUBBER BASE, AND FLOOR FINISH VCT VINYL COMPOSITION TILE I o REQUIRED BY CODE IF USING SHOT—IN ANCHORS. THROUGHOUT. J. EXISTING CEILING GRID AND TILE TO BE REPAIRED OR REPLACE TO LIKE NEW CONDITION. l SHEET TITLE: I l CEI. PL W 6 SCHEDULM I AM NOWT S Ir I � DRAWN BY: KJS I CHECKED BY: SBH. JRH SHEET 3 of 3 014%al JOB NO. WAIM.02 1 �IJt i _......,.. . .s. _ ., .,.,. � ,. ,,,, t �� '►�+`�+�IR',t�`� '9th{ ! � Art' rr 4p PI 9 2 t,. 1M � no•u I fill • . r . a i lYliw4�M•.i,M........y+,MwuY.w.r9.s.+riW.wX.L.r:aCw , ' ... ww.ti:`AMtw`tie..t+,.NMl. i•.i.-"'•wiviYN.-.•�"'�../aR1Y.Y.Y�»M.L!'+y;1pid�f{Ri•XI.k.MMi '>_'s st LLi7<!i-:•b�lE'l��lL��•�.CYM y '"••••' �Mw4iieM�W1.•MIVw.••�.k ,.,rya...-•rd4• r.,..T•:.4.M"tea. •'?'7.S!'R.if..,.JY.wlMYd1.MT.1,..'1.I1'IFJ,MOI,w:f•s W ^rfM[}'-I.l.,.>•F-.A..N. - r..M. '+�,�.Y.M�IR.YWIIM.tw1F'r1►.Ms•Mai./►a'r�MMI./.I�MYW, 1...1.114.I�.Nt1•.rlr...�1i'.Y1�.M{.M�Y�'IIR Yt.��.Y�/. � } . ` � �'w' .'�4.3'!RA'!W'u wwcrf+•.•;,,-.... r*,+1..urA.aiMw'M�.►. , w,urn.r tCwwnM+.nrrww wn•e+„war'.r ,-Y+•.aw:,: ;.:nw"•r+s;:.W, M +M.wi.cw+..•s •w.rwwu+.,,•.a,Mro+YW.rr.,•rr+w�..+K�xF 'M�IfM�r ...•1'P.r+•...a.,n�+an+.•m.wWe�w.+a*..:L,@r ".+Y'•+IM�1 i I ' it. i J' it I I� '