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A. ALL STUB-UP DIMENSIONS ARE RELATIVE TO FINISHED WALL LOCATIONS <br />(SHOWN AS OUTLINES ON THIS PLAN). REFER TO FLOOR PLAN FOR WALL <br />PLACEMENT. <br />B. FLOOR SINK: REFER TO CUT SHEETS FOR COMPONENT SPECIFICATIONS AND <br />CUTOUT REQUIREMENTS. <br />C. WASTE LINE PENETRATIONS: REFER TO PLUMBING PLANS FOR INDIVIDUAL LINE <br />LOCATIONS. <br />D. STUB-UP PENETRATIONS: REFER TO ELECTRICAL AND PLUMBING PLANS FOR <br />INDIVIDUAL STUB-UP LOCATIONS. <br />E. TOILET FLOOR PENETRATION: REFER TO CUT SHEETS FOR STUB-UP LOCATION <br />RELATIVE TO FINISHED WALL (IF APPLICABLE). <br />F. PENETRATION TO BE LOCATED ON CENTERLINE OF WALL OR AS REQUIRED <br />PER CONDITIONS. <br />G. TRENCHING OUTLINE FOR GUIDELINE USE ONLY. GENERAL CONTRACTOR TO <br />COORDINATE WITH SPECIFIC TRADES AND SITE CONDITIONS TO DETERMINE <br />ACTUAL LAYOUT. <br />H. REFER TO SHEET I104 FOR FLOOR FINISHES. <br />KEYNOTES <br />GENERAL NOTES <br />1 NEW FLOOR SINK -SEE DETAIL 5 / SHEET A102 (9) <br />2 DATUM CONTROL POINT. <br />3 NEW WATER CLOSET DRAIN. <br />4 DEMOLISH EXISTING FLOOR SINK. (9) <br />5 ELECTRICAL STUB-UP LOCATION. SEE ELECTRICAL SHEETS. <br />8 NEW MOP SINK DRAIN. <br />6 ROUTE NEW FILLING STATION DRAIN TO THE NEAREST FLOOR SINK. <br />REFER TO PLUMBING DRAWINGS FOR MORE INFORMATION <br />7 ROUTE NEW 90LB ICE BIN DRAIN TO THE NEAREST FLOOR SINK. <br />REFER TO PLUMBING DRAWINGS FOR MORE INFORMATION <br />9 NEW RESTROOM FLOOR DRAIN. <br />10 NEW WALL HYDRANT. <br />LEGEND <br />EXISTING WALL <br />DATUM POINT <br />FLOOR SINK <br />STUB-UP <br />DIMENSION <br />DATUM POINT <br />ALL CONDUIT <br />STUB-UPS TO <br />BE WITHIN THIS <br />BOUNDARY <br />1 3/4" POWER CONDUIT TO ELECTRICAL PANEL <br />2 1/2" PHONE TO MANAGER'S DESK <br />3 1/2" DATA CONDUIT TO MANAGER'S DESK <br />POS ELECTRICAL STUB-UP KEY <br />4 1/2" SECURITY TO MANAGER'S DESK <br />5 3/4" LAN CONDUIT TO POS/SAFE <br />6 3/4" POWER CONDUIT FOR PASTRY CASE <br />POS DIEWALL <br />EQ <br />EQ <br />3" <br />EQ EQ <br />1' - 6" <br />7"1 2 5 634 <br />NOTE: SEE SHEET A102 - BUILDING FLOOR PENETRATION <br />PLAN FOR FINAL DIMENSIONED LOCATION. <br />2" CLR <br />(N) TRENCH(E) SLAB (E) SLAB <br />2 <br />1 <br />1 <br />1 #4 EPOXY DOWEL A8 18" O.C. W/9" EMBEDMENT. DOWELS MAY <br />BE STAGGARD ON EACH SIDE OF TRENCG NOT TO EXCEED <br />18" O.C. ON EACH SIDE. USE SIMPSON SET-XP EPOXY <br />2 COUNTINIOUS #4 @ 18" O.C (1) #4 MIN. AT TRENCHES 24" OR <br />LESS IN WIDTH <br />31' - 5 3/4" <br />1' <br /> <br />- <br /> <br />6 <br />" <br />6' <br /> <br />- <br /> <br />1 <br />1 <br />" <br />6' - 8 3/4" <br />15' - 11 3/4" <br />12' - 3 1/2"8' - 10 1/4" <br />22' - 11 3/4" <br />30' - 2 3/4" <br />1' <br /> <br />- <br /> <br />4 <br />" <br />8' <br /> <br />- <br /> <br />2 <br />" <br />2' <br /> <br />- <br /> <br />6 <br /> <br />1 <br />/ <br />2 <br />" <br />2 <br />1 <br />/ <br />2 <br />" <br />7' <br /> <br />- <br /> <br />8 <br />" <br />1' - 6" <br />10 <br />" <br />10" <br />1' <br /> <br />- <br /> <br />6 <br />" <br />P X10726 (4) <br />P X10726 <br />P X10726(3) <br />A102 <br />4 <br />1 <br />1 <br />1 <br />1 <br />1 <br />2 <br />2 5 <br />4 <br />4 4 <br />4 <br />4 <br />4 <br />4 <br />4 4 <br />8 <br />6 <br />2 <br />A102 <br />3 <br />3 <br />7 11 <br />6' - 6" <br />7' <br /> <br />- <br /> <br />9 <br />" <br />13 <br />' <br /> <br />- <br /> <br />1 <br />0 <br /> <br />1 <br />/ <br />4 <br />" <br />21' - 7" <br />EQ EQ <br />(2) <br />1 <br />1 <br />EQ <br />EQ <br />EQ <br />EQ <br />EQ EQ <br />9 <br />9 <br />P 10594 <br />P 10594 <br />FLOOR SINK HALF GRATE <br />FLUSH WITH FLOOR FINISH <br />GRAVEL BACKFILL <br />NO-HUB <br />CONNECTION <br />3" TAIL PIECE <br />CONC INFILL AND <br />TRENCH FOR <br />BELOW GRADE <br />UTILITIES <br />STAINLESS STEEL <br />FLOOR SINK <br />W/CLAMPING <br />FEATURE <br />STATE OF CALIF RNIA <br />O <br />REN.09/30/25 <br />S <br />LICEN <br />D ARCHITECT <br />E <br />H <br />I <br />DENO R I I WAGAM <br />I <br />C-34970 <br />3 PETERS CANYON RD. STE 110 <br />IRVINE, CA 92606 <br />D <br />G <br />ESI <br />N <br />| <br />ARCHITECTURE <br />H E S T I A A T E L I E R <br />SHEET NUMBER: <br />SHEET TITLE: <br />SCALE: AS SHOWN <br />STORE #: <br />PROJECT #: <br />PR <br />O <br />J <br />E <br />C <br />T <br /> <br />N <br />A <br />M <br />E <br />: <br />PR <br />O <br />J <br />E <br />C <br />T <br /> <br />A <br />D <br />D <br />R <br />E <br />S <br />S <br />: <br />C 2020 STARBUCKS COFFEE COMPANY <br />R <br />ISSUE DATE: <br />2401 UTAH AVENUE SOUTH <br />SEATTLE, WASHINGTON 98134 <br />(206) 318-1575 <br />THESE DRAWINGS AND THE PROJECT MANUAL <br />ARE CONFIDENTIAL AND SHALL REMAIN THE <br />SOLE PROPERTY OF STARBUCKS <br />CORPORATION, WHICH IS THE OWNER OF THE <br />COPYRIGHT IN THIS WORK. THEY SHALL NOT <br />BE REPRODUCED (IN WHOLE OR IN PART), <br />SHARED WITH THIRD PARTIES OR USED IN ANY <br />MANNER ON OTHER PROJECTS OR <br />EXTENSIONS TO THIS PROJECT WITHOUT THE <br />PRIOR WRITTEN CONSENT OF STARBUCKS <br />CORPORATION. THESE DRAWINGS AND <br />SPECIFICATIONS ARE INTENDED TO EXPRESS <br />DESIGN INTENT FOR A PROTOTYPICAL <br />STARBUCKS STORE (WHICH IS SUBJECT TO <br />CHANGE AT ANYTIME) AND DO NOT REFLECT <br />ACTUAL SITE CONDITIONS. NEITHER PARTY <br />SHALL HAVE ANY OBLIGATION NOR LIABILITY TO <br />THE OTHER (EXCEPT STATED ABOVE) UNTIL A <br />WRITTEN AGREEMENT IS FULLY EXECUTED BY <br />BOTH PARTIES. <br />STARBUCKS R <br />DESIGN MANAGER: <br />PRODUCTION DESIGNER: <br />CHECKED BY: <br />STARBUCKS TEMPLATE VERSION: i2021.04.23 <br />11 <br />/ <br />3 <br />/ <br />2 <br />0 <br />2 <br />3 <br /> <br />2 <br />: <br />0 <br />5 <br />: <br />3 <br />3 <br /> <br />P <br />M <br />W: <br />\ <br />P <br />r <br />o <br />j <br />e <br />c <br />t <br />s <br />\ <br />S <br />t <br />a <br />r <br />b <br />u <br />c <br />k <br />s <br />\ <br />B <br />r <br />i <br />s <br />t <br />o <br />l <br /> <br />& <br /> <br />W <br />a <br />r <br />n <br />e <br />r <br /> <br />1 <br />0 <br />0 <br />0 <br />5 <br />\ <br />C <br />D <br />\ <br />B <br />r <br />i <br />st <br />o <br />l <br /> <br />& <br /> <br />W <br />a <br />r <br />n <br />e <br />r <br /> <br />- <br /> <br />1 <br />0 <br />0 <br />0 <br />5 <br />. <br />r <br />v <br />t <br />A102 <br />28206-089 <br />09-14-2023 <br />BR <br />I <br />S <br />T <br />O <br />L <br /> <br />& <br /> <br />W <br />A <br />R <br />N <br />E <br />R <br />23 <br />0 <br />3 <br />A <br /> <br />S <br />. <br /> <br />B <br />R <br />I <br />S <br />T <br />O <br />L <br /> <br />S <br />T <br />. <br /> <br />S <br />A <br />N <br />T <br />A <br />AN <br />A <br />, <br /> <br />C <br />A <br /> <br />9 <br />2 <br />7 <br />0 <br />4 <br />10005 <br />HESTIA ATELIER <br />TAMEEM H <br />ISCOLINA D <br />BUILDING FLOOR <br />PENETRATION PLAN <br />CH <br />E <br />C <br />K <br /> <br />S <br />E <br />T <br /> <br />1 <br />0 <br />- <br />3 <br />0 <br />- <br />2 <br />0 <br />2 <br />3 <br />G.C. RESPONSIBLE TO VERIFY EXISTING SLAB <br />CONDITIONS PRIOR TO ANY SAWCUT OR TRENCH WORK. <br />ALL DIMENSIONS ARE TO FINISH FACE OF WALLS AND/OR <br />CENTER OF FLOOR SINK AND ELECTRICAL STUB-OUTS <br />G.C. TO X-RAY (E) FLOOR SLAB WHEN PROJECT IS NOT <br />SLAB ON GRADE. <br />G.C. TO COORDINATE ANY CONFLICT W/ STARBUCKS <br />C.M., ARCHITECT, AND ENGINEERS. <br />1 1/2" = 1'-0"4ELECTRICAL STUB-UPS AT POS 1 1/2" = 1'-0"3CONCRETE POUR BACK DETAIL <br />N <br />1/4" = 1'-0"1FLOOR PENETRATION PLAN <br />3" = 1'-0"2ECO-GRIP CLAMPING FLOOR SINK DETAIL <br />Revision Schedule <br />Rev Date By Description <br />2303 S Bristol St #A - 101117496, <br />20181548, 30146629 <br />2/27/2024