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Plans BUP2015 - 00260 GENERAL NOTES _ DECK DECK ; A. ALL EXISTING CONDITIONS TO REMAIN, UNLESS NOTED OTHERWISE. MASTERCARE OFFICE y B. DIMENSIONS REFLECT FACE OF FINISH TO FACE OF FINISH, UNLESS NOTED 303 OTHERWISE. ' C. WALL THICKNESS ARE NOMINAL, UNLESS NOTED OTHERWISE. D. ALL INTERIOR WALLS TO GO TO UNDERSIDE OF GRID UNLESS NOTED OTHERWISE- µ E. ALL INTERIOR DOORS TO BE SOLID CORE FLUSH WOOD DOORS TO MATCH SUITE T µ J Architecture's Interiors ; STANDARD UNLESS NOTED OTHERWISE. INC .SOLUTIONS xis OFFICE xis ------ F. OUTLETS INDICATED ARE EXISTING UNLESS NOTED OTHERWISE. SITE VERIFICATION 9 Planning Engineering 304 - HAS BEEN PERFORMED (ON 8/20/2015, WHILE VACANT) AND PLAN, ELECTRICAL AND m CEILING INFORMATION HAS BEEN UPDATED (OBSERVATION IS LIMITED TO VISIBLE/AC E AREAS). TO FIELD Y AND IRM -.-----_� a 7 8� G. ELECTRICAL, DATA AND SWITCHINGR LOCATIONS INDICATED IFARE SHOWN TO ADDITIONAL REQUIREMENTS WITH TENANT. q. CONVEY TENANT IMPROVEMENT `��'�'f qU lM GENERAL INTENT ONLY. COORDINATE ELECTRICAL/DATA SWITCHING REQUIREMENTS G2 Portland,OR XIS WITH TENANT AND PROVIDE DRAWINGS BY DEFERRED SUBMITTAL. �(/7.,.Y;, 0/ 503.224.9560 H. FURNITURE IS SHOWN FOR SCHEMATIC PURPOSES ONLY. TENANT OR TENANTS 1 LINCOLN Vancouver,WA *� O305E i � BREAK VENDOR TO CONFIRM BUILT CONDITIONS FOR SPATIAL REQUIREMENTS AND FINAL 360.695.7879 FE , 302 ,• LAYOUTS. I. NO VOC PAINT SYSTEMS TO BE UTILIZED, TO INCLUDE PRIMERS AS WELL AS FINISH 10300 SW GREENBURG Seattle,WA e XIS 2 ` 206.749.9993 PRODUCTS. 0 ----� _-----------�' J. ALL DIMENSIONS SHOWN AS PLUS/MINUS (t) ARE FOR GENERAL LAYOUT AND www.mcknze.com ------ SUITE 380 VACANT SUITE ' ___ REFERENCE ONLY. VERIFY AND CONFIRM ALL DIMENSIONS AND CONDITIONS PRIOR TO TIGARD, OREGON MACKENZI E. xts t2 301A1 START OF WORK. NOTIFY ARCHITECT/ENGINEER OF ANY DISCREPANCIES PRIOR TO OFFICE , 3 _ 6 5 5 START OF WORK. 306 ; REC301ION' KEYNOTES K. ADD SOUND TION IN ALL NEW WALLS. r Client I D 2 2 _ INDEX OF DRAWINGS v7-t- --� '- , �I$FE *' -- ------ I WORK COPY OFFICE `d- 1. RELOCATE EXISTING RECITE. $$ �3S 307A a o 10 310 11 309 I 2, ALIGN NEW WALL WITH EXISTING WALL/COLUMN. A2.1 DEMO PLAN, PARTIAL THIRD FLOOR PLAN, KEY PLAN, SITE PLAN AND NOTES M nsd 3d. 13 ++ O 3. ALIGN NEW DOOR OPENING WITH EXISTING WALL. A8.1 REFLECTED CEILING PLAN, DETAILS, NOTES AND SCHEDULES c{3i i 310A 309A S H O R E S r e I N CONFERENCE �� - 13 ; ��I� 4. CENTER NEW WALL WITH EXISTING MULLION, SEE DETAIL 3/A8.1. MODIFY EXISTING 307 ' WINDOW COVERINGS AS REQUIRED. rh 9 5. INFILL OPENING WHERE EXISTING DOOR/RECITE ARE REMOVED. MATCH EXISTING SCOPE OF WORK J1 8'-4- ----------- I CORRIDOR RATING AS REQUIRED. -- ----- I`- !i - TYP. 15 OPEN OFFICE ------ _ --- , 6. PATCH AND REPAIR CORRIDOR FINISHES AS REQUIRED TO MATCH EXISTING THE SCOPE OF WORK FOR THE PROJECT INCLUDES INTERIOR TENANT IMPROVEMENTS " _ _ _ i 2 ; 308 ; BUILDING STANDARD FINISHES. FOR AN APPROXIMATELY 2,308 SQUARE FOOT TENANT ON THE THIRD OF FIVE FLOORS. ClCl j 7. MODIFY EXISTING LOWER CABINETRY TO ACCOMMODATE TENANT'S EXISTING WORK TO INCLUDE DEMOLITION, NEW WALLS, DOORS, RECITE RELOCATION, AND CABINETRY Project `= RELOCATED DISHWASHER (FROM LINCOLN TOWER SUITE 375. IT IS ASSUMED THAT MODIFICATION. MASTERCARE THE EXISTING DISHWASHER IS IN GOOD WORKING ORDER. CONTRACTOR TO I d CONFIRM AND PROVIDE NEW IF REQUIRED.), IF FEASIBLE. PROVIDE NEW END SOLUTIONS, INC. �?Y1 a 14 TYP 2 1 �. 2 I PANEL TO MATCH EXISTING K REQUIRED. TENANT APPROVAL: SUITE M ;� 8. PATCH AND REPAIR TOE KICK AS REQUIRED PRIOR TO NEW BASE INSTALLATION. �` 9. RELOCATED RELITE. PROVIDE NEW IF REQUIRED TO MATCH EXISTING. 10. PROVIDE NEW PHONE BOARD WITH (1) DEDICATED QUADRUPLEX OUTLET. IMPROVEMENT 11. PROVIDE (5) V-6" DEEP MINIMUM x 9'-0" LONG, HEAVY-DUTY, %" FINISHED 1 LINCOLN 4 WHITE MELAMINE ADJUSTABLE SHELVES ON DOUBLE SLOT STANDARDS AND DESIGN/CODE DATA 103M SW GAEENBURG BRACKETS. PROVIDE BLOCKING AS REQUIRED. TIGARD,OFE-OM DEMO PLAN Z PARTIAL THIRD FLOOR PLAN 12• PROVIDE BLOCKING TO ACCOMMODATE TENANT PROVIDED SIGNAGE. CONFIRM GOVERNING CODE: 2014 OSSC FINAL LOCATION AND SPECIFICATION WITH TENANT. OCCUPANCY: B (Avi1/8"-1'-0" q2 13. PROVIDE BLOCKING TO ACCOMMODATE TENANT PROVIDED FLAT SCREEN TELEVISIONS. CONFIRM FINAL LOCATIONS AND SPECIFICATIONS WITH TENANT. CONSTRUCTION TYPE: TYPE I-B 14. FURNITURE AND EQUIPMENT NIC. TYPICAL WHERE HALF TONED. TENANT OR TENANT AREA (APPROX): APPROX. 2,308 S.F. TENANT VENDOR TO CONFIRM BUILT CONDITIONS FOR SPATIAL AND ELECTRICAL OCCUPANCY LOAD: 24 APORTLAN ISUN REQUIREMENTS AND FINAL LAYOUT. , 1; 15. WORK STATION BY OTHERS. COORDINATE POWER REQUIREMENTS WITH TENANT. 1 REQUIRED EXIT, 1 EXIT PROVIDED EXIT IS NEW AND WILL HAVE APPROPRIATE EXIT SIGNAGE LANDLORD KEYNOTES _ �j � 0 EGON BUILDING HAS NFPA SMOKE DETECTION WITH ON SITE L EMERGENCY GENERATOR FOR FIRE, LIFE/SAFETY BACKUP POWER F a AA. COMPLETE PROPOSED DEMOLITION AT REMAINING VACANT SUITE. EXISTING FLOOR OF Og. COVERING TO REMAIN. PATCH AND PAINT WALLS WHERE AFFECTED BY NEW WORK TO MATCH EXISTING. CONFIRM FINAL SCOPE WITH LANDLORD. DEFERRED SUBMITTAL 2015IL t 2014 OSSC SECTION 107.3.4.2 (by separate permit) © ALL RIGHTSIRESERVED LEGEND r FIRE ALARM THESE DRAWINGS ARE THE PROPERTY MECHANICAL OF MACKENZIE AND ARE NOT TO BE EXISTING CONSTRUCTION TO BE DEMOLISHED USED OR REPRODUCED IN ANY MANNER, ,M1 ELECTRICAL WITHOUT PRIOR WRITTEN PERMISSION 91 _ PLUMBING EXISTING WALL TO REMAIN EXIT ILLUMINATION REVISIONS: dZoQ REVISIONS REVISION DELTA ® NEW WALL TO UNDERSIDE OF GRID, SEE 5/A8.1 NOTE: DESIGN BUILDERS FOR M.E.P. AND FP. ARE FULLY RESPONSIBLE FOR THE DESIGN ww THIS CLOSING DATE ' �o SHEET EXISTING 2 HOUR RATED WALL TO REMAIN OF THESE SYSTEMS/COMPONENTS. THESE SYSTEMS/COMPONENTS SHOWN ON DOCUMENTS ARE SCHEMATIC ONLY: THEY ARE NOT INTENDED TO REPRESENT FINAL/CODE COMPLIANT LONGEST COMMON PATH LONGEST COMMON PATH EXISTING 1 HOUR RATED WALL TO REMAIN ' OF EGRESS = 60'-1" OF EGRESS = 65'-8" DESIGN. PROVIDE DESIGN DOCUMENT SUBMITTAL 70 ARCHITECT OF RECORD FOR REVIEW ® NEW 1 HOUR RATED WALL INFILL, MATCH ADJACENT RATING PRIOR TO SUBMITTAL CITY OF TIGARD AREA OF WORK VACANT SUITE: 1,339 SF EXISTING DEMISING WALL TO REMAIN REVIEWED FOR CODE COMPLIANCE ® NEW DEMISING WALL TO STRUCTURE, SEE 6/A8.1 VALUATION Approved: [i,-� ---------- NEW ACCENT PAINT LOCATION VALUATION OF WORK = $23,452 Permit* ® NEW BASE FEED, (2) CIRCUITS *BUILDING IS COMPLIANT Addresir, NEW FLUSH FLOOR ELECTRICAL AND DATA ROUGH IN LOCATION OFFICE COPY Suite#: SHEET TITLE: By Dau: fes- DEMO PLAN, _ � EXISTING QUADRUPLEX OUTLET " 4° NEW DEDICATED QUADRUPLEX OUTLET _ �UI ARTIAL THIRD LOOR PLAN, :Q EXISTING DUPLEX OUTLET = F EXISTING COVERPLATEI '•� KEY PLAN, SITE „ PLAN AND NOTES EXISTING COVERPLATE LOCATION TO RECEIVE NEW VOICE/DATA ROUGH iN LOCATION I `' c ,, O NEW OUTLET AND VOICE/DATA ROUGH IN LOCATION NEW DEDICATED OUTLET � �B 1 >• •4� DRAWN BY: LER EXISTING LIGHT SWITCH AREA OF WORK !L NEW LIGHT SWITCH WITH OCCUPANCY SENSOR CHECKED BY: SBH, PDK 1 - c SHEET: ( EXISTING THERMOSTAT t� �_ KEY NOTE FOR REFERENCE v "a A2.1 `3 KEY PLAN 3otA DOOR NUMBER SYMBOL s,. m--,p q2.1 THIRD FLOOR NTS xt5 EXISTING DOOR TO REMAIN 4 SITE PLAN TRUE PLAN ----- NGRTH NORTH EXIT REQUIRED EXIT A2.1 NTS JOB N0. 2110955.41 CODE REQUIRED CLEARANCE PLAN PERMIT SET: 08/21/15 `------' NORTH •211095541-C:\TEMP\ACPUBLISH_4360\4l-A2.1.DWG LER 08/21/15 13:07 1:96.00 FLOOR OR ROOF STRUCTURE 1 LINCOLN STUD SIZE: 2�" POP RIVET RUNNER TO 7/8" WALL ANGLE AT 2 SERC 2 g" MAX. ADJACENT WALLS, FASTEN CLOSURE ANGLE WITH #6 CLIP SCREWS DIRECTLY TO WALL FRAMING OR PROVIDE STRUT LIMITING WALL HEIGHT TABLE STABILIZER BAR BETWEEN ALL MEMBERS AT PERIMETER • ADDITIONAL #12 WIRE SUPPORT AT ALL MEMBERS ' INTERIOR NON STRUCTURAL NON-C OMP0 M WALLS L/240 ® 5psf 7 GYP ED PARTITION SEE PLAN WITHIN 8" OF PERIMETER LATERAL BRACING WITH APPROVED VERTICAL DESKaNATION SPACING MAX WALL HEIC+ff SOUND ATTENUATION BATT COMPRESSION STRUT AT 12'-0" OC EA WAY AT ALL WALLS, TYP. SOUND ATTENUATION %8' 250S125-18 24" 8'-4" BATT AS OCCURS V,,COUNTERSLOPE HANGERS IF MORE THAN 1:6 OUT OF PLUMB Architecture�lnteriors 4 Q 250S125-18 16" W-7" LINE OF SILL AS OCCURS Plin • "ATTACHED 250S125-27 24" W-10" GYP BD WALL Planning Engineering AS OCCURS WALL" m 250S125-18 16" 11'-3" `a ALUMINUM TRIM PIECE "CSE" A 3625125-18 24" 13'-5" W/ 1)�" RETURNS, FINISH ��EDGE AT WALL 362SI25-18 16" 14'-4" TO MATCH WINDOW FRAMES DOUBLE STUD A NOTE: FOR UNATTACHED WALLS PROVIDE A 1/2" ANODIZED BUILDING AT JAMB, TYP Portland, 60 TO 3/4" GAP BETWEEN EDGE OF ANGLE AND CLIP 362SI62-33 16" 16'-5" 503.rtlandOR _ STANDARD Vancouver,WA - DO NOT SCREW BERC 2 CLIP TO TRACK 362S162-43 16" 18'-0" ) DOOR FRAME 360.695.7879 TABLE MAX. LENGTH 600S162-33 16" 24'-6" MATCH BLDG STD WA e, CROSS RUNNERS FIT BETWEEN MAIN RUNNERS 1/2" DIA CONDUIT (EMT) 5'-10" Ll NEOPRENE SEAL 20Seattle, IT MAIN RUNNERS AT 4'-0" OC INTE OR NON STRUCTURAL WALLS 9993 3/4- DIA CONDUIT EMT WITH CERAMIC TILE FACING L/360 ® 5psf www.mcknze.com 6'-0" MAX SUPPORT WITH #12 WIRE AT 4'-0" OC OR 1" DIA CONDUIT EMT 9'-9" WITH #10 WIRE AT 5'-0" OC EA WAY SGL 162S125-33 MTL STUD 12'-0" M AC K E N Z I E. LATERALLY BRACE MAIN RUNNER TO 1-5 8"x2OGA DESIGNATION SPACING MAX WALL HEIC ff STOREFRONT GLAZING DESIGN DRIVEN I CLIENT FOCUSED NOT-7- STRUCTURE AT 12'-0" OC EA WAY. BACK TO BACK 162S125-33 15'-0" 3625125-18 16" 12'-4" N SYSTEM Client ALL GRID MEMBERS AND BEGIN BRACING WITHIN 6'-0" OF MTL STUDS 1-5 8"x2OGA 3625125-33 16" 14'-3" I CONNECTION DEVICES TO BE OF AN PERIMETER AND 2" FROM CROSS MEMBER SGL 2505125-33 MTL STUD 13,- APPROVED TYPE AND HAVE A 180# IN AREAS GREATER THAN 1,000 SF 2-1 2"x2OGA CAPACITY. ALL LATERAL BRACING SECURE ALL HANGERS TO BLDG BACK TO BACK 250S125-33 15'-0" WALL TABLES ARE BASED ON WALLS SHEATHED BOTH SIDES FULL HEIGHT WITH F— STRUCTURE. TRAPEZE DUCT WORK 1/2" GYPSUM BOARD ATTACHED WITH #6 SCREWS MIN. AT 12"-0" O.C. MAX. F 7 WIRES TO HAVE A 200# CAPACITY. AND OTHER LARGE OBSTRUCTIONS MTL STUDS (2-1/2"x20GA) x _J s x o R E STEIN SUSPENDED CEILING BRACING (`_2WALL HEIGHT TABLE s WALL AT EXTERIOR MULLION' 4 TYP INTERIOR DOOR CA'I3.1 NOTE: PROVIDE SEISMIC SEPARATION JOINTS IN CEILINGS GREATER NTS z A81 Q q81 3"=1'-0" ¢ q81 HEAD SIMILAR 3"=1'-0"o THAN 2,500 SF. PROVIDE HEAVY DUTY GRID SYSTEM. 3 3 0 DOOR SCHEDULE Project DOOR DOOR DOOR FRAME HDWR MASTERCARE ATTACH STUD TRACK DOORDETAILS RATING COMMENTS OPENING SIZE THK TYPE MAT'L FINISH MAT'L FINISH GROUP SOLUTIONS, INC. THROUGH GRID TOSUITE 380 BRACE ABOVE EXIST 3'-0"x8'-3"f EXISTING DOOR -- GENERAL NOTES TENANT 301A 3'-0"x8'-3"t 13/q" FG SC S HMK FF 4/A8.1 H-2 45 MIN 1 SUSPENDED CLG \ / 307A 3'-0"x8'-3"t 13/q" FL SC S HMK FF 4/A8.1 H-1 -- -- DECKIMPROVEMENT ASSEMBLY 309A 3'-0"x8'-3"f 1%" FL SC S HMK FF 4/A8.1 H-1 -- -- A. SUSPENDED ACOUSTICAL TILE CEILINGS AT 8'-6"t (EXISTING) AFF, 310A 3'-0"x8'-3"t 1 " FL SC S HMK FF 4/A8.1 H-1 -- -- UNLESS NOTED OTHERWISE. 1 LINCOLN B. FOR SEISMIC BRACING OF SUSPENDED CEILING AND INTERSTITIAL 10300 SW GREENBURG 45' HARDWARE GROUPS: ABBREVIATIONS: EQUIPMENT SEE DETAIL 1/A8.1. TIARD,OREGON C. CENTER ALL DOWN LIGHTS, SMOKE DETECTORS AND ALL OTHER CEILING EXIST EXISTING LATCHSET F75 GRADE 1, \ PENETRATIONS IN CENTER OF 2x2 TILE, UNLESS NOTED OTHERWISE. CUT TILE FOR TIGHT METAL STUD BRACING FF FACTORY FINISH BUTTS, SEAL, STOPS D. COORDINATE ELECTRICAL REQUIREMENTS WITH TENANT, ALL ELECTRICAL D FIT AT WALLS TO FLOOR STRUCTURE AT 8'-0" FG FULL GLAZED VISION PANEL (MAINTAIN RATING AS REQ.) H-2: TENANT ENTRY DRAWINGS WILL BE BY DEFERRED SUBMITTAL. � CASING BEAD OC W/ (2) #8 SHEET METAL PROVIDE CIPHER LOCK FL FLUSH E. HVAC CONTRACTOR TO PROVIDE FULL'SHEET OF THE FLOOR AFFECTED USG 200-A SCREWS AT EACH END. STUD SIZING TO MATCH EXISTING HMK HOLLOW METAL KNOCKDOWN UPON COMPLETION. CONTRACTOR IS RESPONSIBLE TO PROGRAM THE PA S PER SPAN TABLE. BRACING TO BE S STAIN OVERRIDE HVAC BUTTON. C1 STANDARD FOUND AT \ F. LIGHTING LAYOUT IS SHOWN FOR PRELIMINARY DESIGN INTENT ONLY. �] SOUND ATTENUATION PROVIDED WHERE DISTANCE BETWEEN SC SOLID CORE WOOD AT ALL NEW WALLS, TYP. PERPENDICULAR INTERSECTING WALLS TENANT'S EXISTING SUITE FINAL LIGHTING LAYOUT TO BE PROVIDED BY THE ELECTRICALAV • OR HORIZONTAL BRACING BETWEEN (LINCOLN TOWER SUITE 375) CONTRACTOR AND IS DEPENDANT ON OREGON ENERGY CODE ALLOWANCES PORT D, REGO DOOR SCHEDULE NOTES: 1 AND EXISTING BUILDING INFRASTRUCTURE IN CEILING. WALLS EXCEEDS 8'-0" OC YP G. REPLACE DAMAGED AND SOILED CEILING TILES WHERE AFFECTED BY DOOR SCHEDULE COMMENTS: A. ALL DOORS/CLOSURES TO BE CHECKED, ADJUSTED, CONSTRUCTION TO MATCH EXISTING. OF METAL STUDS SEE WALL HEIGHT FS GYP BD EA SIDE 1. NEW RATED DOOR AT AND/OR REPLACED TO BE IN COMPLIANCE WITH ADA. / TABLE FOR GAUGE AND SPACING EXISTING RATED CORRIDOR. B. ALL TENANT ENTRY DOORS TO RECEIVE A NEW DOOR FS KEYNOTES CONT ACOUSTIC SEALANT WITH MORTISE LOCKSET AS DETERMINED BY LANDLORD. EA SIDE AGAINST TRACK C. ALL DOORS, FRAMES AND HARDWARE TO MATCH SUITE 2 © ALL RIGHTS RIGHTS RESE VED NO SEALANT AT SIM COND STANDARDS, UNLESS NOTED OTHERWISE. U - - - -I--- 1. REPLACE PRISMATIC LENSES AT (36) EXISTING 2x4 LIGHT FIXTURES THESE DRAWINGS ARE THE PROPERTY / 1 2" MAX D. VERIFY DOOR HEIGHT DIMENSIONS. APPROXIMATE s „ OF MACKENZIE AND ARE NOT TO BE MEASUREMENTS BASED ON FIELD OBSERVATION. ® FA I s WITH NEW /4 PARACUBE LENSES. CONFIRM FINAL LAYOUT WITH TENANT USED OR REPRODUCED IN ANY MANNER, =' AND LANDLORD. WITHOUT PRIOR WRITTEN PERMISSION BOTTOM TRACK TO FINISH E. NEW DOORS MAY BE PULLED FROM EXISTING BUILDING p; 2EXTEND CORRIDOR CEILING GRID AND TILE AS REQUIRED AT CORRIDOR CONCRETE SLAB FLOOR W/ POWDER DRIVEN INVENTORY OR RELOCATED WITHIN SUITE WHERE . EXTENSION TO ALIGN WITH EXISTING. MATCH BUILDING STANDARD REVISIONS: ANCHORS AT 4'-0" OC POSSIBLE. 1 3 CORRIDOR FINISHES. x' 3. CONFIRM NEW WALL DOES NOT INTERFERE WITH EXISTING HVAC v�� REVISIONS REVISION DELTA �) NON-BEARING WALL I ROOM FINISH SCHEDULE ` / VENT/LIGHTING. RELOCATE VENT AND/OR LIGHTING IF REQUIRED. �o SHEET CLOSING DATE gE3.1 AT FLOOR AND SUSPENDED CEILING 3"=1'-0" _J LEGEND 3 FLOOR BASE N. WALL E. WALL S. WALL W. WALL CEILING NOROOM ROOM NAME MAT'L MAT'L MAT'L MAT'L MAT'L MAT'L CEHjNG FINISH 3 FINISH FINISH FINISH FINISH FINISH FINISH MAT'L COMMENTS s .� EXISTING CEILING GRID 301 RECEPTION CPT RB GB/P GB/P -- P EXIST EXIST 302 BREAK VCT RB P P GB/P P EXIST EXIST _ v p p4 METAL DECK AS OCCURS 303 OFFICE CPT RB P P P P EXIST EXIST NEW CEILING GRID AND TILE, MATCH EXISTING v 304 OFFICE CPT RB P P P P EXIST EXIST NEW OR RELOCATED RECESSED WALL WASHER DEFLECTION SPACE 305 OFFICE CPT RB P P P P EXIST EXIST I I I (DO NOT FASTEN STUDS 306 OFFICE CPT RB P P P P EXIST EXIST - EXISTING RECESSED CAN TO BE REMOVED OR GYP BD TO RUNNER) 307 CONFERENCE CPT RB GB/P GB/P P P EXIST EXIST SHEET TITLE: NEW OR RELOCATED 2x4' FLUORESCENT LIGHT FIXTURE 308 OPEN OFFICE CPT RB GB/P GB/P P GB/P EXIST EXIST % 309 OFFICE CPT RB GB/P GB/P GB/P GB/P X XIST REFLECTED 1" MIN. 310 WORK COPY VCT RB GB/P GB/P GB/P GB/P EXIST EXIST EXISTING 2'x4' FLUORESCENT LIGHT FIXTURE TO REMAIN CEILING PLAN, Z FASTENEDCONT 18 GTOMETAL DECK AT 2'-0" FINISH SCHEDULE NOTES: DEMOLISHED 2'X4' FLUORESCENT LIGHT FIXTURE TO BE RELOCATED DETAILS, NOTES ABBREVIATIONS: AND SCHEDULES OC STAGGERED A. PATCH AND REPAIR ALL EXISTING WALLS WHERE CPT CARPET EXISTING SUPPLY/RETURN VENT TO REMAIN FASTEN RUNNER TO AFFECTED BY NEW WORK. PAINT NEW AND EXISTING EXIST EXISTING GYP BD ?. AT 2'-0" OC WALLS. PROVIDE ACCENT PAINT, P-2, AT WALLS GS GYPSUM BOARD REFLECTED CEILING PLAN �8ie EXISTING EXIT SIGN AT WALL TO BE REMOVED EA SIDE WHERE INDICATED BY -------- ON 2/A2.1. P PAINT - SOUND BATT INSULATION AS OCCURS B. PROVIDE NEW FLOOR FINISH AND RUBBER BASE RB RUBBER BASE A8.1 1/8'=1'-0" THROUGHOUT. �_: EXISTING EXIT SIGN LOCATION TYP AT DEMISING WALL VCT VINYL COMPOSITION TILE METAL STUDS SEE WALL HEIGHT ® PROPOSED NEW EXIT SIGN LOCATION - DRAWN BY: LER TABLE FOR GAUGE AND SPACING SCHEDULE OF INTERIOR FINISHES DESIGN BUILDER TO PROVIDE DEFERRED SUBMITTAL EXISTING FIRE STROBE CHECKED BY: SBH, PDK CONT ACOUSTIC SEALANT EA SIDE AGAINST TRACK CPT-1: SHAW, 5A188 ESSENTIAL, 88505 PERFECT CHARCOAL (CPT-C.2) FS EXISTING FIRE STROBE 1"0 BE REMOVED SHEET: NO SEALANT AT SIM COND EXISTING FIRE ALARM A8.1 VCT-1: MANNINGTON, PROGRESSIONS, 55509 DARK BARK (VCT-A.3)BOTTOM TRACK TO FINISH P-1: SHERWIN WILLIAMS, SW7527, NANTUCKET DUNE, EGGSHELL FINISH, GENERAL PAINT (P-D.1) 1 KEY NOTE FOR REFERENCE CONCRETE FLOOR W/ POWDER DRIVEN �= P-2: SHERWIN WILLIAMS, SW6102, PORTABELLO, EGGSHELL FINISH, ACCENT PAINT (P-8.3) JOB NO. GYP BD PARTITION at METAL DECK 2110955.41 E� I RB-1: FLEXCO, 078 UMBER, 4" STRAIGHT AT CARPET, 4" COVED AT VCT (RB-5) PERMIT SETS 08/21/15 At 3"=1'-O" 3 211 0 9 5 5 41\4 DRAWINGS\ARCHITECTURAL\41_A8.1.OWG LER 08/21/15 13:15 1:96.00