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- <br /> nTAR <br /> A <br /> DESIGN <br /> 1 Architectural <br /> Solutions Group <br /> 68'-0" STUD TO STUD <br /> 19120 SE 34TH STREET <br /> SUITE 115 <br /> VANCOUVER,WA 9%M <br /> CONTALT O 9 RI N 360 09 980. <br /> GDEMAIL epeW9w*pmdglnc.cnm <br /> TYP. 12 R <br /> j ------ <br /> KEN MCCRACKEN,ARCHITECT <br /> 7 RI ®r_� <br /> 9R1 9R1 9R1 9R! 9R1 ® �.. <br /> 8 RI 8 RI 8 RI 8 RI 8 RI 00 O O <br /> 10R <br /> TYP <br /> 6 R1 / <br /> 9 RI BRI 2 RI °� 3 RI <br /> 0 <br /> O \ 0 <br /> 10 R \ <br /> 0LIC PACIFIC <br /> El <br /> KL ITIFIF1 OFFICE <br /> A FRANCKSEE OF TACO BELL <br /> ° PACIFIC BELLS, INC. <br /> WCHEN 111 W. 39TH STREET <br /> DINING pill <br /> VANCOUVER, WA98660 <br /> lA 360.694.7855 <br /> AB.1 7AS.O <br /> 9 RI IA o ❑ <br /> ns.a Cn <br /> O C <br /> B 1 3A 0 ti4.1 O r CA LIFO� <br /> � 7 <br /> cCf) <br /> \ O <br /> / o <br /> \ KENNETH <br /> MCCRACKEN <br /> 9 R I -3209 <br /> G <br /> CFNs b A RCH��� <br /> 05129119 <br /> 10 R ALL-GANDER <br /> RESTROOM <br /> 9R1 8R1 <br /> a <br /> FAMILY <br /> OOM <br /> 10R RE <br /> 05.29.19 1ST SUBMITTAL <br /> TYP. 5 <br /> 8 RI 8 RI 8 RI 8 RI 8 RI O \ <br /> 2 � <br /> 9R! 9R1 9R1 BRI 9R1 �� 6 <br /> / \ TYP. <br /> A <br /> h4.a <br /> CONTRACT DATE <br /> BUILDING GROUP: REMODEL <br /> FLOOR PLAN HE- M90H <br /> REVISION DATE' NOV 2018 <br /> NORTH SITE NUMBER: XXX-XXX <br /> STORE NUMBER: 34183 <br /> FLOOR PLAN A <br /> N <br /> TACO BELL <br /> DECOR: REMODEL IMAGE RI <br /> A. SEE A2.0 FOR FF&E PLAN PATCH AND REPAIR STUCCOIE.I.F.S. AS NEEDED. COORDINATE WITH LATHROP, CA 95330 <br /> 16905 HARLAN ROAD <br /> N B. SEE A7.0 FOR FLOOR FINISHES (TED NOT USED <br /> TYPICAL EXISTING WALL C. SEE A7.1 FOR CEILING FINISHES. 1 RI <br /> N O D. SEE A8.0-A8.1 FOR WALL FINISHES <br /> WALL_CONSTRUCTION MANAGER.. <br /> 12 R 6" PVC CHASE FROM 12"A.F.F. TO ABOVE CEILING. EXTEND 3"THROUGH <br /> ON <br /> GENERAL: 2 RI PREP EXISTING DOOR FOR NEW FINISHES. <br /> 6j TYPICAL EXISTING SHERWALL A. DRAWINGS ARE BASED UPON WOOD FRAMING. UTILIZATION OF METAL STUDS ON ki <br /> NON-BARING INTERIOR PARTITIONS, BULKHEADS AND SOFFITS IS ACCEPTABLE. H) EXISTING ELECTRICAL MAIN SWITCH BOARD. REFER TO ELECT. DWGS. <br /> TAM <br /> B. ALL ATTACHMENTS MADE THROUGH E.I.F.S. SHALL BE BUSHED TO PREVENT DAMAGE <br /> a <br /> 4 R1 ERECT PLYWOOD DUST BARRIER WITH SWING GATE TO PROTECT B& <br /> TO THE FINISH, L, <br /> TYPICAL NEW WALL C. ALL PENETRATIONS THROUGH E.I.F.S. SHALL BE SEALED USING MFR'S. APPROVED KITCHEN DURING CONSTRUCTION. <br /> INTERIOR WALL' METHOD. M SUCCESSOR <br /> WD STUDS AT 16"O.C.AS INDICATED 5 RI NOT USED ADA AD 1 Y <br /> HERITAGE <br /> DIMENSIONS: <br /> CD O zxaWOOD STUDS A. DIMENSIONS THAT ORIGINATE FROM EXISTING ELEMENTS OF THE BUILDING ARE (ED NEW FLOOR SINK UNDER SODA MACHINE. (ID NOT USED <br /> 0 zxsWOOD STUDS FROM FACE OF FINISH. <br /> ofALL OTHER DIMENSIONS ARE:TO FACE OF STUD U.O.N. REFER TO FOUNDATION 7 RI 6" PVC CHASE THROUGH WALL AT 12"A.F.F. <br /> AN <br /> PLAN FOR FACE OF CONIC. DIMENSIONS. <br /> U-iB. DIMENSIONS NOTED AS "CLEAR"OR " HOLD"ARE MIN. REQUIRED NET CLEARANCE FROM <br /> g RI NEW WINDOW SILLS. REFER TO A7.2 FOR FINISHES. CUSTOMER TOUCH POINTS CT , MAINTENANCE FLOOR PL <br /> FACE OF OUTERMOST FINISH (WALL, BASE. CHAIR RAIL). 1 C NOT USED. <br /> EXISTING WINDOW TO REMAIN. <br /> Of <br /> oWALLSUB57flATE5WINDOWS/ DOORS' <br /> Cn - DINING ROOM A. SEE SCHEDULE FOR WINDOW AND DOOR TYPES. 10 R REPLACE SUBSTRATE AS REQUIRED. <br /> v 112"CEMENT BOARD FROM T.O SLAB TO 12'A F F AT 12"A.F.F.,USE 112"GYPSUM WALLBOARD TO 6"ABOVE CEILING HEIGHT U.O.N SEE 6,e&161 A6.3. <br /> NOTE: THE CEMENT BOARD SPECIFICATION iSDESIGNED TOALLOW THE G.C,FLEXIBLITI,) B. ALL DOOR AND WINDOW OPENINGS DIMENSIONS ARE TO ROUGH OPENING. <br /> KITCHEN WALLS AND DINING ROOM CLOSET, <br /> 1/2"CEMENT WALLBOARD FROM T.O.SLAB TO 12"A,F.F. AT 12"A F.,USE 1/2"CDX PLYWOOD W/FRP SURFACE FINISH TO 6"ABOVE CEILING HEIGHT U,O.N. IF <br /> DOUBLE SIDED SHEAR WALL PLYWD IS SPECIFIED THE PLYWOOD SHALL SHALL BE CONTINUOUS FROM SILL PLATE TO TOP PLATE. SEE 4,11&201 A6.3. FINISH SUBSTRATES: <br /> - RESTROOM WALLS: A. PROVIDE 1/2" THICK CEMENTITIOUS BD. FROM FLOOR SLAB TO 12"A.F.F. MIN. IN LIEU <br /> Cr) 5/8"CEMENT WALLBOARD FROM T.O.SLAB OR TO.CONCRETE CURB TO 6"ABOVE CEILING HEIGHT U.O N NO SUBSTITUTIONS FINISH AS SCHEDULED. OF GYP. BID. AT ALL WALLS EXCEPT SHEAR WALL SURFACES U.O.N. <br /> m100 <br /> � SEE 11(SIM),12/A6.3, <br /> ALL OTHER FRAME WALL CONDITIONS B. ALL JOINTS, GAPS OR SPACES LEADING TO ALL HOLLOW OR INACCESSIBLE SPACES <br /> v 112"CEMENT WALLBOARD FROM T.O.SLOB OR T.O.CONCRETE CURB TO 12"A.F.F.WITH 112"GYPSUM WALLBOARD FROM T.O.CEMENT BOARD TO 6"ABOVE CEkLING SHALL BE SEALED WITH "NSF INTERNATIONAL"APPROVED SEALANTS. <br /> m z HEIGHT U,0 N.FINISH AS SCHEDULED. �� NOTES <br /> 13 PLOT DATE:May 29, 2019 - 11:32am <br /> z WALL LEGEND D FLOOR PLAN NOTES C <br />