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Plans (9) BUP2015 -00293 ID EXPERTS LEGEND +O� OFFICE` EXIT 's 8 EXISTING CONSTRUCTION TO BE DEMOLISHED 406 mZX 401Adi TENANT IMPROVEMENT Architecture Interiors o EXISTING WALL TO REMAIN CONFERENCE XIS LOUNGE u Planning•Engineering xis HALL 3 401 ---------------- 407 7 o a s 1 LINCOLN RECEIVED ®Qa■ NEW WALL TO UNDERSIDE OF GRID, SEE 3/A8.1 viii, - 2 CPT-1 (N eA ,. 4(I13 10300 SW GREENBURG ROAM °�T 5 2015 Portland,OR 60 o EXISTING 2 HOUR RATED WALL TO REMAIN + P® N N BREAK VCT-1 - BVI SING TIGgRp ;: ® 503.224.9560 + + 6 + DIVISION o EXISTING 1 HOUR RATED WALL TO REMAIN 402 a TIGARD OREGON Vancouver,WA 360.695.7879 5 a Seattle,WA EXISTING DEMISING WALL TO REMAIN m 2 5 +4 206.749.9993 —zVAg 1 ;q www.mcknze.com INDEX OF DRAWINGS MACKENZIE. -'W EXISTING QUADRUPLEX OUTLET o�a N DNIVEH I CLIENT FOCUSED ° NEW DEDICATED QUADRUPLEX OUTLET ®. �D 2 +66 SERVER 4 Fs r A2.1 PARTIAL FOURTH FLOOR PLAN, REFLECTED CEILING PLAN, KEY PLAN, SITE PLAN 403 °__ XAND NOTES Client 8 A8.1 DETAILS, ELEVATIONS AND SCHEDULES =,3 EXISTING DUPLEX OUTLET FS OPEN SCOPE OF WORK =0 NEW DUPLEX OUTLET OFFICE404S H O R E S T E I N THE SCOPE OF WORK FOR THE PROJECT INCLUDES INTERIOR TENANT IMPROVEMENTS FOR AN APPROXIMATELY 2,773 SQUARE FOOT TENANT ON THE FOURTH OF FIVE FLOORS. +65 M °=@ NEW DEDICATED OUTLET - WORK TO INCLUDE DEMOLITION, NEW WALLS, DOOR AND CABINETRY MODIFICATION. EXISTING COVERPLATE TENANT APPROVAL' --TYP. Project EXISTING COVERPLATE LOCATION TO RECEIVE NEW PrPrEXPERTS t4 VOICE/DATA ROUGH IN LOCATION EXISTING LIGHT SWITCH TENANT DESIGN/CODE DATA IMPROVEMENT ® GOVERNING CODE: 2014 OSSC SUITE 400 OCCUPANCY: B EXISTING LIGHT SWITCH WITH DIMMER1 LINCOLN , a �� � CONSTRUCTION TYPE: TYPE I-B OFFICE COPS NEW LIGHT SWITCH WITH OCCUPANCY SENSOR TENANT AREA (APPROX): APPROX. 2,773 S.F. 10300 SW GREENBURG RD OCCUPANCY LOAD: 28 TIGARD,OREGON EXISTING FIRE EXTINGUISHER 1 REQUIRED EXIT, 1 EXIT PROVIDED 1 PARTIAL FOURTH FLOOR PLAN Z REFLECTED CEILING PLAN EXIT IS EXISTING AND HAS APPROPRIATE EXIT SIGNAGE BUILDING HAS NFPA SMOKE DETECTION WITH ON SITE EMERGENCY EXISTING THERMOSTAT AZ.1 1/8"=1'-O" AQ,1 1/8"=1'-0" GENERATOR FOR FIRE, LIFE/SAFETY BACKUP POWER UL . I ` y EXISTING CEILING GRID DEFERRED SUBMITTAL GENERAL NOTES KEYNOTES 2014 OSSC SECTION 107.3.4.2 (by separate permit) FORy , R GO • ® NEW OR RELOCATED 2x4' FLUORESCENT LIGHT FIXTURE FIRE ALARM �+ A. ALL EXISTING CONDITIONS TO REMAIN, UNLESS NOTED OTHERWISE. 1. INFILL HOLES AT EXISTING GYPSUM BOARD WALL THROUGHOUT, AS REQUIRED. PATCH MECHANICAL OF B. DIMENSIONS REFLECT FACE OF FINISH TO FACE OF FINISH, UNLESS NOTED AND PREP WALLS TO RECEIVE NEW PAINT. ELECTRICAL EXISTING 2'x4' FLUORESCENT LIGHT FIXTURE TO REMAIN OTHERWISE. PLUMBING �,._.• 2. ALIGN NEW WALL WITH EXISTING WALL/COLUMN. C. WALL THICKNESSES ARE NOMINAL, UNLESS NOTED OTHERWISE. 3. INFILL EXISTING DOOR RELITE OPENING. PROVIDE FLUSH FINISH. © MACKENZIE 2015 D. SUSPENDED ACOUSTICAL TILE CEILINGS AT 8'-6"t (EXISTING) AFF, UNLESS NOTED / EXIT ILLUMINATION ALL RIGHTS RESERVED EXISTING 2'x4' 24 HR EGRESS FLUORESCENT LIGHT FIXTURE TO REMAIN OTHERWISE. 4. PROVIDE NEW 4x8 PHONE BOARD WITH (1) DEDICATED QUADRUPLEX OUTLET. THESE DRAWINGS ARE THE PROPERTY =--- 5. CONFIRM EXISTING DUPLEX OUTLET IS DEDICATED. IF NOT, CONVERT TO BE DEDICATED. OF MACKENZIE AND ARE NOT TO BE E. FOR SEISMIC BRACING OF SUSPENDED CEILING AND INTERSTITIAL EQUIPMENT SEE 6. FURNITURE AND EQUIPMENT NIC. TYPICAL WHERE HALF TONED. TENANT OR TENANT NOTE: DESIGN BUILDERS FOR M.E.P. AND FP. ARE FULLY RESPONSIBLE FOR THE DESIGN USED OR REPRODUCED IN ANY MANNER, EXISTING 2'x2' FLUORESCENT LIGHT FIXTURE TO REMAIN DETAILS 1/A8.1. VENDOR TO CONFIRM BUILT CONDITIONS FOR SPATIAL REQUIREMENTS AND FINAL OF THESE SYSTEMS/COMPONENTS. THESE SYSTEMS/COMPONENTS SHOWN ON DOCUMENTS WITHOUT PRIOR WRITTEN PERMISSION L> F. CENTER ALL DOWN LIGHTS, SMOKE DETECTORS AND ALL OTHER CEILING LAYOUT. ARE SCHEMATIC ONLY: THEY ARE NOT INTENDED TO REPRESENT FINAL/CODE COMPLIANT PENETRATIONS IN CENTER OF 2x2 TILE, UNLESS NOTED OTHERWISE. REVISIONS: G. ELECTRICAL, DATA AND SWITCHING LOCATIONS ARE SHOWN TO CONVEY GENERAL 7. PROVIDE (1) COOLING ONLY BOX. CONFIRM FINAL LOCATION AND SPECIFICATIONS WITH DESIGN. PROVIDE DESIGN DOCUMENT SUBMITTAL TO ARCHITECT OF RECORD FOR REVIEW EXISTING RECESSED CAN LIGHT TO REMAIN INTENT ONLY. COORDINATE ELECTRICAL/DATA/SWITCHING REQUIREMENTS WITH TENANT AND LANDLORD. PRIOR TO SUBMITTAL �� REVISIONS REVISION DELTA 8. PROVIDE BUILDING STANDARD HIGH LIMIT EXHAUST FAN. CONFIRM FINAL LOCATION WITH » THIS CLOSING DATE TENANT AND PROVIDE DRAWINGS BY DEFERRED SUBMITTAL. TENANT AND LANDLORD. ro SHEET DEMOLISHED RECESSED CAN LIGHT FIXTURE TO BE RELOCATED H. FURNITURE/EQUIPMENT IS SHOWN FOR SCHEMATIC PURPOSES ONLY. TENANT OR VALUATION TENANT'S VENDOR TO CONFIRM BUILT CONDITIONS FOR SPATIAL REQUIREMENTS AND FINAL LAYOUTS. EXISTING SUPPLY/RETURN VENT TO REMAIN I. HVAC CONTRACTOR TO PROVIDE FULL SHEET OF THE FLOOR AFFECTED UPON VALUATION OF WORK = $10,018 COMPLETION, CONTRACTOR IS RESPONSIBLE TO PROGRAM THE OVERRIDE HVAC BUTTON. ` NEW HIGH LIMIT EXHAUST FAN J. ALL INTERIOR WALLS TO GO TO UNDERSIDE OF GRID UNLESS NOTED OTHERWISE. K. ALL INTERIOR DOORS TO BE SOLID CORE FLUSH WOOD DOORS TO MATCH BUILDING . au STANDARD UNLESS NOTED OTHERWISE. I� {f) EXISTING EXIT SIGN L. OUTLETS INDICATED ARE EXISTING UNLESS NOTED OTHERWISE. SITE VERIFICATION c ewe:sea HAS BEEN PERFORMED (ON 10/7/2015, WHILE VACANT) AND PLAN, ELECTRICAL AND 1 frs a 1 ... sraucTuaEn Nc CEILING INFORMATION HAS BEEN UPDATED (OBSERVATION IS LIMITED TO Q3 EXISTING EXIT SIGN TO BE REMOVED/RELOCATED VISIBLE/ACCESSIBLE AREAS). CONTRACTOR TO FIELD VERIFY AND CONFIRM 4. SHEET TITLE: ADDITIONAL REQUIREMENTS WITH TENANT. AREA PAR TIAL FOURTH ® NEW EXIT SIGN M. NO VOC PAINT SYSTEMS TO BE UTILIZED, TO INCLUDE PRIMERS AS WELL AS FINISH WORK OF I &�� FLOOR PLAN, PRODUCTS. LONGEST COMMON N. LIGHTING LAYOUT IS SHOWN FOR PRELIMINARY DESIGN INTENT ONLY. FINAL LIGHTING REFLECTED EXISTING FIRE STROBE AT CEILING LAYOUT TO BE PROVIDED BY THE ELECTRICAL CONTRACTOR AND IS DEPENDANT ON PATH OF EGRESS y yr CEILING PLAN, LyL11 OREGON ENERGY CODE ALLOWANCES AND EXISTING BUILDING INFRASTRUCTURE IN = 93-1, CEILING. KEY PLAN, SITE ; KEY NOTE FOR REFERENCE 0. ALL DIMENSIONS SHOWN AS PLUS/MINUS (f) ARE FOR GENERAL LAYOUT AND E L k PLAN AND NOTES �-� REFERENCE ONLY. VERIFY AND CONFIRM ALL DIMENSIONS AND CONDITIONS PRIOR TO )` START OF WORK. NOTIFY ARCHITECT/ENGINEER OF ANY DISCREPANCIES PRIOR TO NUM INTERIOR ELEVATION FOR REFERENCE START OF WORK. P. REPLACE DAMAGED AND SOILED CEILING TILES WHERE AFFECTED BY CONSTRUCTION DRAWN BY: LER TO MATCH EXISTING. t ■ �. a'H.c �oFgNRNG EUaEo CHECKED BY: SBH, PDK aooA DOOR NUMBER SYMBOL Q. ADD SOUND INSULATION IN ALL NEW WALLS. r O EXIT REQUIRED EXIT OFFICE COPY 6W - Dek5lrccl SHEET: CITY OF TIGAPM RVa9W n FOR CODE COMPLTATQCIc9- KEY 3 KEY PLAN 4 KEY PLAN A2.1 Approved; A2.1 FOURTH FLOOR NTS 14 A21 ONE LINCOLN NTS OTC: I ] %" permit emoo TRUE PLAN TRUE JOB NO. CITY OF NORTH Address: �vv SI✓(attar�/�s�2.� NORTH NORTH Approved by PlanningI 21109 .28 suite#h oPERMIT SET: 10/14/15 Br. Date: Date: 15' 211095528\ARCH\28_A2.I.DWG LER 10/12/15 10:41 1:96.00 I� (� Q, `�lJ Initials: FLOOR OR ROOF STRUCTURE 1 LINCOLN STUD SIZE: 2J�" POP RIVET RUNNER TO 7/8" WALL ANGLE AT 2 BERC 2 ADJACENT WALLS, FASTEN CLOSURE ANGLE WITH #6 8" MAX. CLIP SCREWS DIRECTLY TO WALL FRAMING OR PROVIDE STRUT LIMITING WALL HEIGHT TABLE STABILIZER BAR BETWEEN ALL MEMBERS AT PERIMETER u ATTACH STUD TRACK ADDITIONAL #12 WIRE SUPPORT AT ALL MEMBERS ° INTERIOR NON STRUCTURAL NON-CQMPOSITE WALLS L/240 ® 5psf THROUGH GRID TO WITHIN 8" OF PERIMETER BRACE ABOVE t4 LATERAL BRACING WITH APPROVED VERTICAL \ ® m DESIGNAMON SPACING MAX WALL HEIGHT COMPRESSION STRUT AT 12'-0" OC EA WAY 81 SUSPENDED CLG /8 `, 250S125-18 24" 8'-4" ASSEMBLY � � � F,COUNTERSLOPE HANGERS IF MORE THAN 1:6 OUT OF PLUMB Architecture-Interiors c 0 2505125-18 16" 9'-7" 45, Planning Engineering "ATTACHED � 250SI25-27 24" 9'-10" �/ WALL" `�'° 250S125-18 16" 11'-3" _- OO 4(pCUT TILE FOR TIGHT METAL STUD BRACING 362S125-18 24" 13'-5" FIT AT WALLS TO FLOOR STRUCTURE AT 8'-0" (—,10EILING EDGE AT WALL NTS CASING BEAD Portland,OR V_/ 362S125-18 16" 14'-4" OC W/ (2) #8 SHEET METAL A NOTE: FOR UNATTACHED WALLS PROVIDE A 1/2" SCREWS AT EACH END. STUD SIZING 503.224.9560 TO 3/4" GAP BETWEEN EDGE OF ANGLE AND CLIP 362SI62-33 16" 16'-5" USG 200-A PER SPAN TABLE. BRACING TO BE Vancouver,WA -- DO NOT SCREW BERC 2 CLIP TO TRACK 362S162-43 16" 18'-0" SOUND ATTENUATION PROVIDED WHERE DISTANCE BETWEEN AT ALL NEW WALLS, TYP. 360.695.7 879 TABLE MAX. LENGTH 600S162-33 16" 24'-6" PERPENDICULAR INTERSECTING WALLS WA Seattle,WA CROSS RUNNERS FIT BETWEEN MAIN RUNNERS1/2" DIA CONDUIT (EMT) 5'-10" OR HORIZONTAL BRACING BETWEEN 206.749.9993 MAIN RUNNERS AT 4'-0" OC INTERIOR NON STRUCTURAL�NON-COMPOSITE WALLS WALLS EXCEEDS 8'-0" OC 3/4" DIA CONDUIT EMT 7'-8" L/360 ® 5psf www.mcknze.com SUPPORT WITH 12 WIRE AT 4'-0" OC OR WITH CERAMIC TILE FACING 6'-0" MAX # 1" DIA CONDUIT EMT 9.'-9" GYP BD EA SIDE METAL STUDS SEE WALL HEIGHT WITH #10 WIRE AT 5'-0 OC EA WAY SGL 162S125-33 MTL STUD 12'-0" TABLE FOR GAUGE AND SPACING MACKENZIE. LATERALLY BRACE MAIN RUNNER TO 1-5 8"x20GA DESIGNATION SPACING MAX.WALL HEIGHTILI CONT ACOUSTIC SEALANT DESIGN DRIVEN I CLIENT FOCUSED NOTE: STRUCTURE AT 12'-0" OC EA WAY. BACK TO BACK 1625125-33 15'-0" 362S125-18 16" 12'-4" � EA SIDE AGAINST TRACK ALL GRID MEMBERS AND BEGIN BRACING WITHIN 6'-0" OF MTL STUDS 1-5 8"x2OGA 362S125-33 16" 14'-3" j) NO SEALANT AT SIM COND Client CONNECTION DEVICES TO BE OF AN PERIMETER AND 2" FROM CROSS MEMBER SGL 250S125-33 MTL STUD 13'-6" J 1/2" MAX APPROVED TYPE AND HAVE A 180# IN AREAS GREATER THAN 1,000 SF 2-1 2"x20GA 0° CAPACITY. ALL LATERAL BRACING SECURE ALL HANGERS TO BLDG BACK TO BACK 250S125-33 i5'-0" WALL TABLES ARE BASED ON WALLS SHEATHED BOTH SIDES FULL HEIGHT WITH CONCRETE SLAB BOTTOM TRACK TO FINISH STRUCTURE. TRAPEZE DUCT WORK 1/2" GYPSUM BOARD ATTACHED WITH #6 SCREWS MIN. AT 12"-O" O.C. MAX. F FLOOR W/ POWDER DRIVEN WIRES TO HAVE A 200# CAPACITY. MTL STUDS (2-1/2"x2OGA) I I x ANCHORS AT 4'-0" OC AND OTHER LARGE OBSTRUCTIONS 0 s H o R E s T E I N SUSPENDED CEILING BRACING z 2 WALL HEIGHT TABLE 3 NON-BEARING WALL A8.1 NOTE: PROVIDE SEISMIC SEPARATION JOINTS IN CEILINGS GREATER NTS Z A8.1 A8.1 AT FLOOR AND SUSPENDED CEILING 3"=1'-O" THAN 2,500 SF. PROVIDE HEAVY DUTY GRID SYSTEM. v 3 3 NOTES: D O O R SCHEDULE A. FINISH ENDS, TYP E. CONTRACTOR TO PROVIDE DEDICATED Project DOOR DOOR DOOR FRAME HDWR B. CONFIRM REQUIREMENTS AND SIZES OUTLET FOR BLACK GE #GLDA690FBB ID EXPERTS DOORDETAILS RATING COMMENTS FOR ALL EQUIPMENT/APPLIANCES ADA DISHWASHER OPENING SIZE THK TYPE MATT FINISH MAT'L FINISH GROUP TENANT PRIOR TO CONSTRUCTION OF F. ALL EXPOSED EDGES AT DOORS EXIST 3'-0"x8'-4"t EXISTING DOOR -- IMPROVEMENT CABINETRY AND SHELVING TO BE P-LAM TO MATCH 401A 3'-0"x8'-4 EXISTING DOOR 1 C. LOWER CABINETRY, COUNTER TOP, EDGES SUITE �{OO 403A 3'-0"x8'-4"f 13/4" FL SC S HMK FF 4/A8.1 M-1 -- 2 SOUND ATTENUATION BATT ADJACENT VERTICAL SURFACES AS OCCURS & BACKSPLASH, PL-1 G. PROVIDE WATERLINE FOR TENANT HARDWARE GROUPS: ABBREVIATIONS: a GYP BD WALL AS OCCURS D. SHIM AS REQUIRED PROVIDED REFRIGERATOR 1 LINCOLN H-1: STOREROOM/SERVER EXIST EXISTING 6 7 10300 SW GREENBURG RD LOCKSET F86 GRADE 1, FF FACTORY FINISH - — — A8.1 A8.1 TIGARD,OREGON BUTTS, SEAL, STOPS FL FLUSH d EXISTING UPPER & HMK HOLLOW METAL KNOCKDOWN FULL HEIGHT CABINETRY S STAIN SC SOLID CORE WOOD DOUBLE STUD AT JAMB, TYP ..! ` ` TO REMAIN ``� REF.MC. DOOR SCHEDULE COMMENTS: DOOR SCHEDULE NOTES: NEW P-LAM I � 1 � 1. EXISTING DOOR AT EXISTING A. ALL DOORS/CLOSURES TO BE CHECKED, ADJUSTED, DOOR FRAME; END PANEL MATCH•SUITE STD ( �',1 POR D, R ON CORRIDOR. PROVIDE OPAQUE AND/OR REPLACED TO BE IN COMPLIANCE WITH ADA. I - RE-USE EXISTING SINK FILM AT EXISTING VISION B. ALL TENANT ENTRY DOORS TO RECEIVE A NEW DOOR i I �i . .�' Ii AND CONTROLS PANEL. CONFIRM FINAL FILM WITH MORTISE LOCKSET AS DETERMINED BY LANDLORD. SPECIFICATIONS WITH TENANT C. ALL DOORS, FRAMES AND HARDWARE TO MATCH SUITE �_.__N.__L -.......- 7 AND LANDLORD. STANDARDS. 2. PROVIDE BUILDING STANDARD D. VERIFY DOOR HEIGHT DIMENSIONS. APPROXIMATE 3 . 20"- MACKENZIE 2015 " - 2'-5"t 2'-O" LOUVER AT DOOR. MEASUREMENTS BASED ON FIELD OBSERVATION. CLR0 '3' © ALL RIGHTS RESERVED E. NEW DOORS MAY BE PULLED FROM EXISTING BUILDING 4 THESE DRAWINGS ARE THE PROPERTY INVENTORY OR RELOCATED WITHIN SUITE WHERE NEW LOWER OF MACKENZIE AND ARE NOT TO BE POSSIBLE. USED OR REPRODUCED IN ANY MANNER, ABINETRY, COUNTS WITHOUT PRIOR WRITTEN PERMISSION R O O M F I N I S H SCHEDULE TOP & BACKSPLASH 71 1 REVISIONS: FLOOR BASE N. WALL E. WALL S. WALL W. WALL CEILING o ROOM CEILING ina REVISIONS REVISION DELTA NO ROOM NAME MAT'L MAT'L MAT'L MAT'L MAT'L MAT'L HT FINISH 4 TYP INTERIOR DOOR 5 CABINETRY ELEVATION m '» THIS CLOSING DATE FINISH FINISH FINISH FINISH FINISH FINISH MAT'L COMMENTS > �o SHEET 401 LOUNGE CPT RB P P P P EXIST EXIST A8,1 HEAD SIMILAR 3"=1'-0" o A&1 ® BREAK 402 1/4"=1'-O' w 402 BREAK VCT RB P P GB/P GB/P EXIST EXIST __.__ 403 SERVER VCT RB GB/P P P GB/P EXIST EXIST I 404 OPEN OFFICE CPT RB P GB/P P P EXIST EXIST — I 405 CONFERENCE CPT RB P P P P — EXIST EXIST 406 OFFICE CPT RB P P GB/P P EXIST EXIST EXISTING FULL HEIGHT EXISTING FULL HEIGHT 407 HALL CPT RB GB/P GB/P/P P CABINETRY BEYOND 5 CABINETRY BEYOND EXIST EXIST FINISH SCHEDULE NOTES: ABBREVIATIONS: EXISTING UPPERS EXISTING UPPERSI A. PATCH AND REPAIR ALL EXISTING WALLS WHERE CPT CARPET I I AFFECTED BY NEW WORK. PAINT NEW AND EXISTING EXIST EXISTING SHEET TITLE: WALLS, P-1, UNLESS NOTED OTHERWISE. PROVIDE (2) PGYSU B PM BOARD 25" U.N.O. w 25" P.L. TOP DETAILS, ACCENT PAINTS AT (2) SEPARATE WALL LOCATIONS. CONFIRM FINAL ACCENT PAINT LOCATIONS WITH RB RUBBER BASE EXISTING SINK & CONTROLS wFULL ELEVATIONS AND TENANT AND LANDLORD. PROVIDE PRIMER PAINT FOR VCT VINYL COMPOSITION TILE TO BE RE-USED w SCHEDULES UJ LOCATIONS.RAGE OF EXISTING ACCENT PAINT N P-LAM COUNTER TOP AND B. PROVIDE NEW FLOOR FINISH AND RUBBER BASE I P-LAM COUNTER TOP AND SPLASH WITH SELF EDGE THROUGHOUT. SPLASH WITH SELF EDGE -- ---- -- DRAWER AS OCCURS SCHEDULE OF INTERIOR FINISHES - IN ELEVATION WRAP ALL EXPOSED PIPE iM PER CODE P-LAM FACES (1) ADJ MELAMINE SHELF CPT-1: SHAW, 5A188 ESSENTIAL, 88585 VITAL GRAY (CPT-C.1) 8" v J DRAWN BY: LER UJ ? Z L" _=_- VCT-1: MANNINGTON, PROGRESSIONS, 55519 BEDROCK (VCT-D.3) LU w a CHECKED BY: SBH, PDK RB-1: FLEXCO, #078 UMBER, 4" COVED AT VCT, 4" STRAIGHT AT CPT (RB-5) N M u) N s I P-LAM SHEET: 6" a -I OPEN BELOW PER CODE u) RUBBER BASE PL-1: FORMICA, 7197-58 DOVER WHITE (LOWER CABINETRY FACES, COUNTER TOP AND BACKSPLASH) LUI A8.1 TOE KICK AND RUBBER P-1: SHERWIN WILLIAMS, SW7628 WINDFRESH WHITE, EGGSHELL FINISH (GENERAL WALL COLOR) 2'20" BASE BEYOND CL 2'-0" 3 0 (P-C.1) P-2: SHERWIN WILLIAMS, SW7046 ANONYMOUS, EGGSHELL FINISH (ACCENT WALL COLOR) (P-C.4) 6 CABIN T SECTION w � CABINET SECTION „ w JOB NO. P-3: BENJAMIN MOORE, CLASSIC COLORS, 1594 SHAKER GRAY, EGGSHELL FINISH (ACCENT WALL A$.1 TYPICAL 3/4"=1'-0 ¢ A$.1 TYPICAL 3/4"=1'-0 Q 2110955.28 COLOR) (P-B.2) PERMIT SET: 10/14/15 211095528\ARCH\28_A8.1.DWG LER 10/12/15 14:12 1:1.00