Loading...
Plans (132) BL P2015 - 001 74 RECEIVEP JUN 18 2015 DISTANCE BETWEEN TWO �:i I'�'(JF FIGAM) EXITS = 106'-0" 13UILDING DI'V'ISION Architecture w Interiors Planning a Engineering LONGEST COMMON PATH AREA OF WORK 1/3 OF DIAGONAL = __ OF EGRESS = 99'-1" 62'-0" Portland,OR 503.224.9560 Vancouver,WA 360.695.7879. i Seattle,WA 206.749.9993 ............:::.. ...:......:...:.. :::.ter::^:-.•.:�• .....�..... .:.:. ........:... ..... ..... ... .............. .... ... ..... ..... ..... ..... ..... ..... ..... J :. ::::r.. . �^ ... .... ..... ..... ...... .......,:..........�:.. ........... ... .....�._...�..... ..... ..... ..... ..... :....:..: ,.l' .�_... . www.mcknze.com APROVEMENT. ..... .... ..::. ..... ..... ...... ..... ........... .... ..... ..... .. ..... ..... ..... ..... ..... ..... ..... . .... ...... AC K M ENZIE® TENANT Im DESIGN DRIVEN 1 CLIENT FOCUSED j I Client .... ..... ... LINCOLN TOWER . .... ..... ...:. 10260 SW GREENBURG ROAD S H O R E S T E I N �= TIGARD, OREGON �'�•�• iis%•::': .:^�; firs.:. ...... ........ ... EXIT. .. ... ..... 1 Pro'ect ::.a . ,f i: .::.•,•.:. .;�. :.. 0 GAGE .. ..... �. � � EXIT WINGS sun-E 900 . .�a z ..i.:..::.:- :...•:: INDEX OF DRAWINGS � � �' � �.� `ate •�•.•. •::::•::::: ......... T1.1 CODE SUMMARY, SITE PLAN AND NOTES TENANT . � .. .....�. .�..:. :.� z ' p,5 �. ti.........=• ��� � � � •�•�•�.:� A2.1 NINTH FLOOR PLAN AND NOTES IMPROVEMENT f . r A8.1 PARTIAL REFLECTED CEILING PLAN, NOTES, DETAILS AND ROOM FINISH SCHEDULE LINCOLN TOWER �+ TIGARD COPE OF WORK ,10260 GREENBURG RD OREGON THE SCOPE OF WORK FOR THE PROJECT INCLUDES INTERIOR TENANT IMPROVEMENTS ` � .. _-���•••••-•- f m °� `::. .,x �., .: . _ ,�t�.:, �_ TO DOWNSIZE A N EXISTING NG- FULL FLOOR TENANT THE NINTH OF TWELVE FLOORS. r :::..•�.:�:•:.:•::•.::.:.:.•.:::.:.:.::...:.:,:..,:,:.::..............•�::.:.:.:...-..:.............:...:.•...:.:.:.:�.:...:.:.:..:.....:.:•..::::. . ,;�a • - .. � � =k, �� ;~ � Y ...,�: r ,.z ::�-.:���.............:::,:::/':.... ..::: ::..: ::... .:..:-::::.•..... ... ..... .::..:........... ......... APPROXIMATELY 2,644 SQUARE E FE T WILL BE RETURNED TO THE BUILDING AS VACANT SUITE ('v 1..... .... :. . .: s: x ..::. ..... ..... ..... ..... ..... ..... ..... ........... ...... ......... l „ ,},��, ,,, r. .. � . . ... ..... ..... ....:.:.: ..... ..:.:.::.;..;;:...:::,.:::;..,.;..;.,:::.,:-:.;:. ::::...;;.;.,,;. 0. THE REMAINING 13,916 SQUARE FEET WILL BE FOR THE EXISTING TENANT AT SUITE 900. 95 . WORK TO INCLUDE MINOR DEMOLITION AND NEW DEMISING WALLS. UL DI I TENANT APPROVAL ORT 0 G �.n. o- A OF LONGEST COMMON PATH REMAINING VACANCY DESIGN/CODE DATA 2,644 S.F. © MACKENZIE 2015 OF EGRESS 85'-8" GOVERNING CODE: 2014 OSSC ALL RIGHTS RESERVED CODE SUMMARY OCCUPANCY: B THESE DRAWINGS ARE THE PROPERTY OF MACKENZIE AND ARE NOT TO BE CONSTRUCTION TYPE: TYPE I—B USED OR REPRODUCED IN ANY MANNER, T1.1 NINTH FLOOR NTS TENANT AREA (APPROX): APPROX. 13,916 S.F. WITHOUT PRIOR WRITTEN PERMISSION OCCUPANCY LOAD: 140 TRUE PLAN REVISIONS: NORTH NORTH SWLa�ns�« 2 REQUIRED EXITS, 4 EXITS PROVIDED o< REVISIONS REVISION DELTA LEGEND LOSING DATE AVE APPROPRIATE EXIT SIGNAGE » THIS ` a , ALL EXIT ARE EXISTING AND H �o SHEET BUILDING IS FULLY SPRINKLED AND HAS NEPA SMOKE DETECTION h WITH ON SITE EMERGENCY GENERATOR FOR FIRE, LIFE/SAFETY BACKUP POWER EXIT ,. �1 , � 1 REQUIRED EXIT11, r .•t s d^ i, f STRUCTURED PARANG EGRESS LIGHTING PATH 1 row �, f ~ DEFERRED SUBMITTAL 2014 OSSC SECTION 107.3.4.2 (by separate permit) SUITE 900 l a FIRE SPRINKLER FIRE ALARM . i E'&. - Vii ��' •�` �� 1/ / ' - $11�'1.'aC$!<w - Y �'• � � VACANT SUITE 950 ` MECHANICAL a �c� a k; I= ELECTRICAL EXIT ILLUMINATION — EXIT PATH (PROVIDE 1 FOOT CANDLE MINIMUM FOR EGRESS PATHWAY) SHEET CODE SU TO BE PROVIDED BY DESIGN BUILDER THROUGH DEFERRED SUBMITTAL SITE PLAN AND NOTE: DESIGN BUILDERS FOR M.E.P. AND FP. ARE FULLY RESPONSIBLE FOR THE DESIGN NOTES STRDCTURE PARNWG STRDCTO EDPARKING OF THESE SYSTEMS/COMPONENTS. THESE SYSTEMS/COMPONENTS SHOWN ON DOCUMENTS _ C7 ARE SCHEMATIC ONLY: THEY ARE NOT INTENDED TO REPRESENT FINAL/CODE COMPLIANT DESIGN. PROVIDE DESIGN DOCUMENT SUBMITTAL TO ARCHITECT OF RECORD FOR REVIEW - �-.-� SW Oak Street...._. ....._... ._ ._ .._._...-_.._ _ _ PRIOR TO SUBMITTAL z5 —� CITY OF TIGARD AREA OF WORK FOR CODE COMPLIANG'T 2 PLAN Approved: [ y'� DRAWN BY: LER T1.1 LINCOLN TOWER NTS OTC;' Permit#: / - S_cxpl7 CHECKED BY: SBH, PDK Address.- Suite ddress:Suite M. ,..—� SHEET: By: Dates Til OFF C ICE COPY JOB No. 2110954.4$ PERMIT SET: 06/17/15 211095448\4-DRAWINGS\ARCHITECTURAL\48_T1.1.DWG LER 06/17/15 09:29 1:96.00 Tp OFFICE OFFICE OFFICE OFFICE OFFICE OFFICE OFFICE 44 OFFICE 1 OFFICE OFFICE OFFICE OFFICE OFFICE OFFICE OFFICE D- 1 940 10 F-93-5--1 1 926 F924 923 Architecture 1l Interiors XIS IS XIS xis XIS XIS XIS XIS XIS XIS xis xis xis xis Planning Engineering OFFICE COPY HALL 928 _I r - _. .d. - � 934 -OPEN � � xis XIS XIS XIS ML =L xis I OFFICE I OFFICE Portland,OR OFFICE 922 503.224.9560 xf OPEN OFFICE OFFICE OFFICE OFFICE WA OFFICELW Vancouver, OPEN - -1- - -- -- -- ( BREAK 902 903 904 XIS OFFICE I _ 942 933 905 �, 360.695.7879 946 1 Seattle,WA I XIS 206.749.9993 www.mcknze.com EEM �� - - XIS xIs { 3n . � - - - xis OFFICE MACKENZIE. DESIGN DRIVEN 1 CLIENT FOCUSED RECEPTION Client WOR ! I 906K o > 6 TYP. l 6 � I XIS XIS XISL= 1 8 ! I s H o R E s T E I XIS F-11is CONFERENCE Iv i - S OFFICE xiS xis ag 947, xis BREAK _ . rt- X S xis xis �. ` OPEN 948 O O HALL OFFICE i O xis 908 xis 907 a XIS O XIS F O 3— -; XIS t Project �.. ,t XIS GUILD MORTGAGE 7 TYP. r xis xis SUITE 900 WORKSERVER OFFICE 3TENANT 949 F909 / I HALL - OFFICE IMPROVEMENT / 911 _I 919 OFFICE C xis s ± t Q ; LINCOLN TOWER 951 XIS ! 0 m-1 N N N N _ .,.. � 1 10260 GREENBURG RD +1 4 xtS +1 TIGARD, OREGON 41 v t l 2 +,2 - Q TYP. , 20 ! # OPEN =#< Q= t t { OFFICE to, II 950 OFFICE OFFICE _ t XIS +1 OFFICE xIs ! = +120 952 +1 I I ( _ PA D. XIS , T +12 D J L OFFICE a � 918 � OFFICE HALL XIS 2 xtS xis xIS xis FS 2 OFFICE 7 TYP. 954 xIs p pR 953 912 XIS XIS XIS �) XIS XIS XIS XIS XIS XIS XIS XIS XIS � XIS OF '2 1 4 TYP. OFFICE OFFICE OFFICE OFFICE ' OFFICE © MACKENZIE 2015 0+12- +120 OFFICE OFFICE OFFICE OFFICE 917 ALL RIGHTS RESERVED 955 956 957 958 0- 0+12 +120 14 +12 0 40+12 +F2 +1z +�fam _ THESE DRAWINGS ARE THE PROPERTY -= 1 +12 +12 �t2 +12— Q +lz 913 �. 914 915 916 +lz' +12 -'= OF MACKENZIE AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, Q _ WITHOUT PRIOR WRITTEN PERMISSION T 5 TYP. +1z REVISIONS: I Z 0 �F REVISIONS REVISION DELTA > THIS CLOSING DATE o SHEET 1 NINTH FLOOR PLAN A21 1/8" = f-0» TRUE PLAN NORTH NORTH i GENERAL NOTES LEGEND A. ALL EXISTING CONDITIONS TO REMAIN, UNLESS NOTED OTHERWISE. IT IS ASSUMED THE EXISTING DISHWASHERS WILL REMAIN AND ARE IN GOOD WORKING ORDER. CONTRACTOR TO EXISTING CONSTRUCTION TO BE DEMOLISHED . SHEET TITLE: CONFIRM, AND PROVIDE NEW IF REQUIRED. -"` EXISTING FLOOR MONUMENT B. DIMENSIONS REFLECT FACE OF FINISH TO FACE OF FINISH, UNLESS NOTED OTHERWISE. .._ NINTH FLOOR C. WALL THICKNESS ARE NOMINAL, UNLESS NOTED OTHERWISE. EXISTING WALL TO REMAIN EXISTING COVERPLATE PLAN AND NOTES D. ALL.INTERIOR WALLS TO GO TO UNDERSIDE OF GRID UNLESS NOTED OTHERWISE. EXISTING 2 HOUR RATED WALL TO REMAIN EXISTING LIGHT SWITCH E. ALL INTERIOR DOORS TO BE SOLID CORE FLUSH WOOD DOORS TO MATCH BUILDING STANDARD UNLESS NOTED OTHERWISE. F. OUTLETS INDICATED ARE EXISTING UNLESS NOTED OTHERWISE. SITE VERIFICATION HAS BEEN PERFORMED AT BUILT AREAS OF WORK ONLY (ON 06/12/2015, WHILE OCCUPIED) AND EXISTING 1 HOUR RATED WALL TO REMAIN F EXISTING FIRE STROBE PLAN, ELECTRICAL AND CEILING INFORMATION HAS BEEN UPDATED (OBSERVATION IS LIMITED TO VISIBLE/ACCESSIBLE AREAS). CONTRACTOR TO FIELD VERIFY AND CONFIRM ADDITIONAL REQUIREMENTS WITH TENANT. NEW DEMISING WALL TO STRUCTURE, SEE 4/A8.1 FS EXISTING FIRE STROBE TO BE REMOVED/RELOCATED G. ELECTRICAL, DATA AND SWITCHING LOCATIONS INDICATED ARE SHOWN TO CONVEY GENERAL INTENT ONLY. COORDINATE ELECTRICAL/DATA SWITCHING REQUIREMENTS WITH TENANT AND PROVIDE DRAWINGS BY DEFERRED SUBMITTAL. EXISTING BASE FEED EXISTING FIRE EXTINGUISHER H. FURNITURE IS SHOWN FOR SCHEMATIC PURPOSES ONLY. TENANT OR TENANTS VENDOR TO CONFIRM BUILT CONDITIONS FOR SPATIAL REQUIREMENTS AND FINAL LAYOUTS. I. NO VOC PAINT SYSTEMS TO BE UTILIZED, TO INCLUDE PRIMERS AS WELL AS FINISH PRODUCTS. EXISTING QUADRUPLEX OUTLET EXISTING THERMOSTAT DRAWN BY: . LER J. ALL DIMENSIONS SHOWN AS PLUS/MINUS (f) ARE FOR GENERAL LAYOUT AND REFERENCE ONLY. VERIFY AND CONFIRM ALL DIMENSIONS AND CONDITIONS PRIOR TO START OF WORK. Ali EXISTING TELEPHONE/DATA ROUGH IN LOCATION NOTIFY ARCHITECT/ENGINEER OF ANY DISCREPANCIES PRIOR TO START OF WORK. KEY NOTE FOR REFERENCE CHECKED BY: SBH, PDK K. ADD SOUND INSULATION IN ALL NEW WALLS. *� EXISTING OUTLET SHEET: KEYNOTESxIS EXISTING DOOR TO REMAIN 1. CONFIRM EXISTING WALL TERMINATES AT STRUCTURE. IF NOT, EXTEND TO STRUCTURE. 2. ALIGN NEW WALL WITH EXISTING WALL. A2.1 3. INFILL EXISTING DOOR OPENING. 4. TOUCH UP EXISTING WOOD DOORS AT SUITE 900 WHERE POSSIBLE. CONFIRM FINAL SCOPE OF WORK AND FEASIBILITY WITH LANDLORD. 5. PROVIDE NEW BUILDING STANDARD MINI BLINDS TO MATCH EXISTING WHERE DAMAGED. CONFIRM FINAL COUNT WITH LANDLORD. JOB N0. 6. WORK STATION BY OTHERS. COORDINATE POWER REQUIREMENTS WITH TENANT. 7. FURNITURE AND EQUIPMENT NIC. TYPICAL WHERE HALF TONED. TENANT OR TENANT VENDOR TO CONFIRM BUILT CONDITIONS FOR SPATIAL REQUIREMENTS AND FINAL 2110954.48 LAYOUT. 8. EXISTING DOOR TO REMAIN UNUSED AND DOES NOT COUNT AS A REQUIRED EXIT. PERMIT SET: 06/17/15 211095448\4—DRAWLNGS\ARCHITECTURAL\48—A2.1.DWG LER 06/17/15 09:30 1:96.00 r i I i i FLOOR OR ROOF STRUCTURE BB POP RIVET RUNNER TO 7/8" WALL ANGLE AT 2 SERC 2 I I HC E V L ADJACENT WALLS, FASTEN CLOSURE ANGLE WITH #6 CLIP 8" MAX. SCREWS DIRECTLY TO WALL FRAMING OR PROVIDE STRUT FLOOR BASE N. WALL E. WALL S. WALL W. WALL CEILING ' ROOM CEILING ROOM NAME MAT'L MAT'L MAT'L MAT'L MAT'L MAT'L FINISH ° STABILIZER BAR BETWEEN ALL MEMBERS AT PERIMETER u NO FINISH FINISH FINISH FINISH FINISH FINISH HT. MAT'L COMMENTS ADDITIONAL #12 WIRE SUPPORT AT ALL MEMBERS 901 RECEPTION CPT-1 RB-1 P-1 P-1 P-1 P-1 EXIST EXIST WITHIN 8" OF PERIMETER ® Architecture u Interiors LATERAL BRACING WITH APPROVED VERTICAL ° ° 902OFFICE CPT-1 RB-1 P-1 P-1 P-1 P-1 EXIST EXIST planning Engineering COMPRESSION STRUT AT 12'-0" OC EA WAY �`$ 903 OFFICE CPT-1 RB-1 P-1 P-1 P-1 P-1 EXIST EXIST a a COUNTERSLOPE HANGERS IF MORE THAN 1:6 OUT OF PLUMB ° ° Q 904 OFFICE CPT-1 RB-1 P-1 P-1 P-1 P-1 EXIST EXIST 905 OFFICE CPT-1 RB-1 P-1 P-1 P-1 P-1 EXIST EXIST "ATTACHED ° � ° 906 WORK VCT-1 RB-1 P-1 P-1 P-1 P-1 EXIST EXIST ..... . , . :.. , ? ° WALL" ° m° 907 OPEN OFFICE CPT-1 RB-1 P-1 P-1 P-1 P-1 EXIST EXIST 908 HALL CPT-1 RB-1 P-1 P-1 P-1 P-1Portland,OR O� EXIST EXIST \ 909 OFFICE CPT-1 RB-1 P-1 P-1 P-1 P-1 EXIST EXIST 503.224.9560 �C EDGE AT WALL TS 910 SERVER VCT-1 RB-1 P-1 P-1 P-1 P-1 EXIST EXIST Vancouver,WA X q NOTE: FOR UNATTACHED WALLS PROVIDE A 1/2" 911 HALL CPT-1 RB-1 P-1 P-1 P-1 GB/P-1 EXIST EXIST 360.695.7879 TO 3/4" GAP BETWEEN EDGE OF ANGLE AND CLIP 912 OPEN OFFICE CPT-1 RB-1 P-1 P-1 P-1 GB/P-1 EXIST EXIST Seattle,WA DO NOT SCREW BERC 2 CLIP TO TRACK 206.749.9993 913 OFFICE CPT-1 RB-1 P-1 P-1 P-1 P-1 EXIST EXIST 16 TABLE MAX. LENGTH 172 K11 914 OFFICE CPT-1 RB-1 P-1 P-1 P-1 P-1 EXIST EXIST www.mcknze.com CROSS RUNNERS FIT BETWEEN MAIN RUNNERS915 OFFICE CPT-1 RB-1 P-1 P-1 P-1 P-1 EXIST EXIST 1/2 DIA CONDUIT (EMT) 5 -10„ MAIN RUNNERS AT 4'-0” OC 916 OFFICE CPT-1 RB-1 P-1 P-1 P-1 P-1 EXIST EXIST MACKENZIE, 3/4" DIA CONDUIT EMT 7'-8" 917 OFFICE CPT-1 RB-1 P-1 P-1 P-1 P-1 ° 6'-0" MAX SUPPORT WITH #12 WIRE AT 4'-0" OC OR 1" DIA CONDUIT EMT 9'-9" EXIST EXIST DESIGN DRIVEN I CLIENT FOCUSED WITH #10 WIRE AT 5'-0" OC EA WAY 918 OFFICE CPT-1 RB-1 P-1 P-1 P-1 P-1 EXIST EXIST SGL 1625125-33 MTL STUD 12'-0" 919 OFFICE CPT-1 RB-1 P-1 P-1 P-1 P-1 Client { ' LATERALLY BRACE MAIN RUNNER TO 1-5 8"x2OGA EXIST EXIST • NOTE: STRUCTURE. AT 12'-0" OC EA WAY. BACK TO BACK 162S125-33 15'-0" 920 CONFERENCE CPT-1 RB-1 P-1 P-1 P-1 P-1 EXIST EXIST 921 OFFICE CPT-1 RB-1 P-1 P-1 P-1 P-1 EXIST EXIST ALL GRID MEMBERS AND BEGIN BRACING WITHIN 6'-0" OF MTL STUDS 1-5 8"x20GA 922 OFFICE CPT-1 RB-1 P-1 P-1 P-1 P-1 EXIST EXIST CONNECTION DEVICES TO BE OF AN PERIMETER AND 2" FROM CROSS MEMBER SGL 250S125-33 MTL STUD 13'-6" 923 OFFICE CPT-1 RB-1 P-1 P-1 P-1 P-1 EXIST EXIST APPROVED TYPE AND HAVE A 180# IN AREAS GREATER THAN 1,000 SF SECURE ALL HANGERS TO BLDG 2-1 2"x2OGA 924 OFFICE CPT-1 RB-1 P-1 P-1 P-1 P-1 EXIST EXIST s H o R E S T E I N CAPACITY. ALL LATERAL BRACING STRUCTURE. TRAPEZE DUCT WORK BACK TO BACK 2505125-33 15'-0" 925 OFFICE CPT-1 RB-1 P-1 P-1 P-1 P-1 EXIST EXIST ° WIRES TO HAVE A 200# CAPACITY. AND OTHER LARGE OBSTRUCTIONS MTL STUDS (2-1/2 x2OGA) 926 OFFICE CPT-1 RB-1 P-1 P-1 P-1 P-1 EXIST EXIST G ° 0 2 ED ��' /� ' w 927 OFFICE CPT-1 RB-1 P-1 P-1 P-1 P-1 EXIST EXIST -' NU /`'� zj 928 HALL CPT-1 RB-1 P-1 P-1 P-1 P-1 EXIST EXIST NOTE: PROVIDE SEISMIC SEPARATION JOINTS IN CEILINGS GREATER ��� NTS z 929 OFFICE CPT-1 RB-1 P-1 P-1 P-1 P-1 EXIST EXIST �— THAN 2,500 SF. PROVIDE HEAVY DUTY GRID SYSTEM. v 930 OFFICE CPT-1 RB-1 P-1 P-1 P-1 P-1 EXIST EXIST Project LINCOLN TOWER STUD SIZE: 2)6" 931 OFFICE CPT-1 RB-1 P-1 P-1 P-1 P-1 EXIST EXIST GUILD MORTGAGE 932 OPEN OFFICE CPT-1 RB-1 P-1 P-1 P-1 P-1 EXIST EXIST SUITE wo 933 BREAK VCT-1 RB-1 P-1 P-1 P-1 P-1 EXIST EXIST TENANT LI11 A MITIALL HEIGHT TA LE 934 COPY CPT-1 RB-1 P-1 P-1 P-1 P-1 EXIST EXIT IMPROVEMENT!-1 fl 935 OFFICE CPT-1 RB-1 P-1 P-1 P-1 P-1 EXIST EXIST INTERIOR NON STRUCTURAL NON-COMPOSITE WALLS L/240 @ 5psf 936 OFFICE CPT-1 RB-1 P-1 P-1 P-1 P-1 EXIST EXIST ® REFLECTED OFFICE CPT-1 RB-1 P-1 P-1 P-1 P-1 EXIST EXIST L..INCOLN TOWER /` 1 (� �"� /\ L ��� ®ESIGNATION SPACING MAXItAAX. WALL HEIGHT 938 OFFICE CPT-1 RB-1 P-1 P-1 P-1 P-1 EXIST EXIST 10260 GREENSURG RD A8.1 1/$„ — 1'-0%',°! 250S125-18 24" 8'-4" TrARD, OREGON 939 OFFICE CPT-1 RB-1 P-1 P-1 P-1 P-1 EXIST EXIST 250S125-18 16" 9'-7" 940 OFFICE CPT-1 RB-1 P-1 P-1 P-1 P-1 EXIST EXIST 941 OFFICE CPT-1 RB-1 P-1 P-1 P-1 P-1 EXIST EXIST TRUE PLAN 250S125-27 24" 9'—i0"NORTH NORTH 942 OPEN OFFICE CPT-1 RB-1 P-1 P-1 P-1 P-1 EXIST EXIST 250SI25-18 16" 11'-3" 943 OFFICE CPT-1 RB-1 P-1 P-1 P-1 P-1 EXIST EXIST 362S125-18 24" 13'-5" 944 OFFICE CPT-1 RB-1 P-1 P-1 P-1 P-1 EXIST EXIST o f D. I N 945 OFFICE CPT-1 RB-1 P-1 P-1 P-1 P-1 EXIST EXIST 7 ' 362S125-18 16" 14'-4" �--] 946 OPEN OFFICE CPT-1 RB-1 ----P-1 P-1 P-1 P-1 EXIST EXIST GENERAL ON(Oww'TES 3625162-33 16" 160_5" 947 OPEN OFFICE CPT-1 RB-1 P-1 P-1 P-1 P-1 EXIST EXIST ® PO ND, � h0 948 BREAK VCT-1 RB-1 P-1 P-1 P-1 P-1 EXIST EXIST y r� 362S162-43 16" 18'-0" 949 WORK VCT-1 RB-1 P-1 P-1 P-1 P-1 EXIST EXIST A. SUSPENDED ACOUSTICAL TILE CEILINGS AT 8'-11"f (EXISTING) AFF, UNLESS NOTED OTHERWISE. 600S162-33 16" 24'-6" 950 OPEN OFFICE CPT-1 RB-1 P-1 P-1 P-1 P-1 EXIST EXIST OF B. FOR SEISMIC BRACING OF SUSPENDED CEILING AND INTERSTITIAL EQUIPMENT SEE DETAIL 2/A8.1. 951 OFFICE CPT-1 RB-1 P-1 P-1 P-1 P-1 EXIST EXIST C. CENTER ALL DOWN LIGHTS, FIRE SPRINKLER HEADS, SMOKE DETECTORS AND ALL OTHER CEILING INTERIOR NON STRUCTURAL NON-COMPOSITE WALLS 952 PENETRATIONS IN CENTER OF 2x2 TILE, UNLESS NOTED OTHERWISE. WITH OFFICE CPT-1 RB-1 P-1 P-1 P-1 P-1 EXIST EXIST CERAM 11LE FACING L/360 @ 5psf MACKENZIE 2015 D. COORDINATE ELECTRICAL REQUIREMENTS WITH TENANT, ALL ELECTRICAL DRAWINGS WILL BE BY DEFERRED 953 OFFICE CPT-1 RB-1 P-1 P-1 P-1 P-1 EXIST EXIST © ALL RIGHTS RESERVED SUBMITTAL. DESIGNATIONSPACING MAK WALL HEIGHT 954 HALL CPT-1 RB-1 P-1 GB/P-1 GB/P-1 P-1 EXIST EXIST THESE DRAWINGS ARE THE PROPERTY E. HVAC CONTRACTOR TO PROVIDE FULL SHEET OF THE FLOOR AFFECTED UPON COMPLETION. CONTRACTOR 955 OFFICE CPT-1 RB-1 P-1 P-1 P-1 P-1 EXIST EXIST OF MACKENZIE AND ARE NOT TO BE IS RESPONSIBLE TO PROGRAM THE OVERRIDE HVAC BUTTON. 3625125-18 16" 12'-4" co956 OFFICE CPT-1 RB-1 P-1 P-1 P-1 P-1 USED OR REPRODUCED IN ANY MANNER, F. LIGHTING LAYOUT IS SHOWN FOR PRELIMINARY DESIGN INTENT ONLY. FINAL LIGHTING LAYOUT TO BE EXIST EXIST WITHOUT PRIOR WRITTEN PERMISSION PROVIDED BY THE ELECTRICAL CONTRACTOR AND IS DEPENDANT ON OREGON ENERGY CODE ALLOWANCES 362S125-33 16" 14'-3" c� 957 OFFICE CPT-1 RB-1 P-1 P-1 P-1 P-1 EXIST EXIST AND EXISTING BUILDING INFRASTRUCTURE IN CEILING. 958 OFFICE CPT-1 RB-1 P-1 P-1 P-1 P-1EXIST EXIST REVISIONS: G. REPLACE DAMAGED AND SOILED CEILING TILES WHERE AFFECTED BY CONSTRUCTION TO MATCH EXISTING. ¢ 959 OFFICE CPT-1 RB-1 P-1 P-1 P-1 P-1 EXIST EXIST o WALL TABLES ARE BASED ON WALLS SHEATHED BOTH SIDES FULL HEIGHT WITH F— 2< REVISIONS REVISION DELTA 960 OFFICE CPT-1 RB-1 P-1 P-1 P-1 P-1 » THIS CLOSING DATE 1/2" GYPSUM BOARD ATTACHED WITH #6 SCREWS MIN. AT 12"-0" O.C. MAX. 1- W w SHEET 2 FINISH SCHEDULE NOTES: r � ABBREVIATIONS: LEGEND -"� WALL. HEIGHT TABLE W A. ALL INTERIOR FINISHES BUILDING STANDARD, COLORS CPT CARPET TO BE COORDINATED WITH OWNER. EXIST EXISTING A8.1 -J B. PATCH AND REPAIR ALL EXISTING WALLS WHERE GB GYPSUM BOARD EXISTING CEILING GRID AFFECTED BY NEW WORK. PAINT NEW AND EXISTING P PAINT WALLS. C. PROVIDE NEW FLOOR FINISH AND RUBBER BASE RB RUBBER BASE EXISTING 2'x4' FLUORESCENT LIGHT FIXTURE TO REMAIN ° v p4 METAL DECK AS OCCURS THROUGHOUT. VCT VINYL COMPOSITION TILE v DEMOLISHED 2'X4' FLUORESCENT LIGHT FIXTURE TO BE RELOCATED Q �" DEFLECTION SPACE (DO NOT FASTEN STUDS OR GYP BD TO RUNNER) LOU EXISTING SUPPLY/RETURN VENT TO REMAIN ' FINSHES SHEET TITLE: ,*. 1" MIN. CPT-1: TBD PARTIAL EXISTING EXIT SIGN REFLECTED CONT 18 GA METAL R VCT-1: TBD CEILING PLAIN, EXISTING EXIT SIGN AT WALL FASTENED TO DECK AT 2'-0" OC STAGGERED NOTES, DETAILS ° EXISTING SPRINKLER HEAD P-1: TBD FASTEN RUNNER TO AND ROOM FINISH `' EXISTING FIRE STROBE GYP BD AT 2'-0" OC SCHEDULE EA SIDE RB-1: TBD SOUND BATT INSULATION AS OCCURS TYP AT DEMISING WALL METAL STUDS SEE WALL HEIGHT DRAWN BY: LER TABLE FOR GAUGE AND SPACING CHECKED BY: SBH, PDK CONT ACOUSTIC SEALANT SHEET: ' EA SIDE AGAINST TRACK NO SEALANT AT SIM COND 1/211 MAXA81 — ---- BOTTOM TRACK TO FINISH CONCRETE FLOOR W/ POWDER DRIVEN v JOB NO. 4GYP% PAFITITIONat METAL DEC' 2110954.48 A&1 3"=1'-0" PERMIT' SET: 06/17/15 Q 211095448\4_DRAWINGS\ARCHITECTURAL\48-A8.1.DWG LER 06/16/15 16:50 1:96.00