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KEYNOTES GENERAL NOTES <br />A. GENERAL CONTRACTOR TO VERIFY ALL DIMENSIONS AND NOTIFY STARBUCKS <br />CONSTRUCTION MANAGER OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION. <br />ALL DIMENSIONS TO BE TAKEN FROM DESIGNATED DATUM POINT. <br />B. GENERAL CONTRACTOR TO PROVIDE FIRE TREATED WOOD STUD BLOCKING, <br />OR EQUIVALENT TO SUPPORT ANY WALL ATTACHMENT AND/OR SIGNAGE. <br />C. IF EXISTING EXTERIOR ENTRANCE THRESHOLD EXCEEDS MINIMUM BARRIER <br />FREE PROVISION OF THE CODE, REMOVE AND REPLACE WITH ACCESSIBLE <br />THRESHOLD. RAISED THRESHOLDS AND FLOOR LEVEL CHANGES AT <br />ACCESSIBLE DOORWAYS TO BE BEVELED WITH A SLOPE NO GREATER THAN <br />1:12. <br />D. ALL DIMENSIONS ARE TO FACE OF STUD UNLESS SHOWN OR NOTED <br />OTHERWISE. <br />E. GENERAL CONTRACTOR TO PROVIDE WATER RESISTANT TYPE 'X' GYP. BD. AT <br />RESTROOM AND BACKBAR WALLS (ALL WET WALLS). <br />F. ALL DOORS SHALL BE 32” (815MM) MINIMUM CLEAR OPENING WHEN OPENED TO <br />90 DEGREE POSITION UNLESS OTHERWISE NOTED. <br />G. SEE SHEET A601 OR I601 FOR EXTERIOR DOOR AND WINDOW SCHEDULES. <br />H. STARBUCKS VENDOR TO PROVIDE DOOR HARDWARE COMPONENTS AND GC <br />TO INSTALL. <br />I. VERIFY ALL EXISTING DOORS, HARDWARE AND FRAMES MEET STARBUCKS <br />AND/OR CODE REQUIREMENTS. <br />J. PROVIDE FIRE EXTINGUISHERS AS NOTED ON THE APPROVED PLANS FROM THE <br />CITY. <br />K. SEE STRUCTURAL FOR KNEE WALL BRACING IF APPLICABLE. <br />L. SEE SHEET A501 FOR BUILDING DETAILS IF APPLICABLE. <br />M. REFER TO SHEET I104 FOR FLOOR FINISHES. <br />N. PATCH AND REPAIR WALLS AS NECESSARY TO PROVIDE A FINISH READY <br />SURFACE. <br />3 G.C. TO PROVIDE AND INSTALL 6" CONCRETE CURB AT SAFE -CURB <br />NOT TO EXCEED FOOTPRINT OF SAFE. <br />1 PROVIDE ADEQUATE REINFORCEMENT AND / OR BLOCKING AS <br />REQUIRED TO SUPPORT WALL ATTACHMENTS -REFER TO WALL <br />BLOCKING KEY. <br />6 EXISTING ELECTRICAL PANELS TO REMAIN. <br />7 DIMENSION CONTROL DATUM POINT. <br />11 NEW RESTROOM DOOR. FINISH PER ELEVATIONS <br />9 ELECTRICAL PANEL LOCATIONS. MAINTAIN MINIMUM CLEARANCE <br />AS REQUIRED BY CODE. <br />8 OUTLINE OF BAR PER CASEWORK MANUFACTURER. <br />10 ALIGN FACE OF FINISHED WALL. <br />12 NEW TRAFFIC SWINGING DOOR. NO LATCH OR LOCK PROVIDED <br />13 EXISTING ENTRY/EXIT DOOR TO REMAIN. <br />14 NEW DRIVE-THRU WINDOW. REFER TO SHEET I602 FOR MORE <br />INFORMATION. <br />15 EXISTING EXIT ONLY DOOR TO REMAIN. <br />2 G.C. TO PROVIDE AND INSTALL 6" CONCRETE CURB AT FOOD CASE - <br />CURB NOT TO EXCEED FOOTPRINT OF CASE. <br />4 G.C. TO PROVIDE AND INSTALL 10" CONCRETE CURB AT MOP SINK <br />RO SYSTEM. <br />5 EXISTING STOREFRONT TO REMAIN. <br />GENERAL LEGEND <br />NEW FULL HEIGHT WALL <br />EXISTING WALL <br />WALL BLOCKING CALL-OUT <br />- <br />X WALL TYPE TAG <br />WALL BLOCKING KEY <br />SYMBOL ITEM <br />128 LBS <br />(58 KG) <br />WEIGHT <br />36" TO 40" <br />HEIGHT <br />A.F.F. <br />30" (760MM) BEHIND SINK <br />APPROX. WIDTH <br />SHELVES ABOVE <br />COMPARTMENT <br />SINK <br />200 LBS <br />(91 KG)48" TO 76" <br />96" (2440MM) CENTERED <br />ABOVE COMPARTMENT SINK <br />SHELVES AT <br />MANAGER'S DESK <br />300 LBS <br />(136 KG)32" TO 96" <br />48" (1220MM) 3/4 (19MM) ACX <br />PLYWOOD, CENTERED ON <br />SHELVES <br />DATA RACK 300 LBS <br />(136 KG)44" TO 96" <br />BLOCKING PER DETAIL 1/I502B <br />30" TO 36"60" (1525MM) AROUND WATER <br />CLOSET <br />200 LBS <br />(91 KG) <br />COMMERCIAL INSTALLATION <br />REQUIRES CONCEALED ARM CARRIER. <br />REFER TO MFR'S SPECIFICATION. <br />200 LBS <br />(91 KG) <br />COORDINATE LOCATION AND EXTENT <br />WITH PENTAIR <br />TBD BY <br />VENDOR <br />WORKROOM <br />HAND SINK <br />PASTRY COOLING <br />RACK <br />RESTROOM <br />GRAB BARS <br />RESTROOM <br />HAND SINK <br />REFRESHER <br />RACKS <br />UPPER CBE <br />CABINETRY <br />WATER <br />FILTRATION <br />SYSTEM <br />A <br />B <br />C <br />D <br />E <br />F <br />G <br />H <br />I <br />J <br />K <br />L <br />M <br />BLOCKING PER DETAIL 1/I504BDIGITAL MENU <br />BOARDSN <br />UPPER PARTNER <br />REST CABINETRY <br />ORDER STATUS <br />BOARD <br />128 LBS <br />(58 KG) <br />BLOCKING PER DETAIL 1/I502B200 LBS <br />(91 KG) <br />200 LBS <br />(91 KG) <br />28" (710MM) 3/4 (19MM) ACX <br />PLYWOOD, CENTERED ON RACK <br />66" TO 120"BLOCKING PER CASEWORK <br />SPECIFICATIONS <br />100 LBS BLOCKING PER DETAIL 13/I504B <br />GC TO PROVIDE BLOCKING PER <br />MANUFACTURER'S WRITTEN REQUIREMENTS <br />EMPLOYEE'S <br />LOCKERS <br />300 LBS <br />(136 KG) <br />TBD BY <br />VENDOR <br />45" TO <br />63 1/2"1' - 1 5/8" (343MM) - PER SHELF <br />BLOCKING SPECIFICATION TO BE PROVIDED BY VENDORICE DIVERTERO <br />P MERCHANDISE <br />DISPLAY <br />BLOCKING PER DETAIL 3/I502C <br />1 NEW FULL HEIGHT WALL <br />3 5/8" X 20 GA. METAL STUDS @16" O.C. <br />WITH 5/8" TYPE "X" GYP. BD. ON BOTH <br />SIDES TO 6" ABOVE CEILING - USE <br />WATER RESISTANT GYP. BD. ON WET <br />WALLS - DRYWALL SCREWS @ 12" O.C. <br />9,13 <br />SEE WALL STUD TABLE SHEET I501 <br />WALL TYPES <br />I501 <br />NEW FURRED FULL HEIGHT WALL <br />3 5/8" X 20 GA. METAL STUDS @ 16" O.C. <br />WITH 5/8" TYPE "X" GYP. BD. ON ONE <br />SIDE TO 6" ABOVE CEILING - USE WATER <br />RESISTANT GYP. BD. ON ALL WET <br />WALLS - DRYWALL SCREWS @ 12" O.C. <br />3 <br />FINISH MAY OCCUR- <br />SEE WALL FINISH PLAN <br />& INTERIOR <br />ELEVATIONS - TYP. <br />NEW PLUMBING WALL <br />6" X 20 GA. METAL STUDS @ 16" O.C. <br />WITH 5/8" TYPE "X" GYP. BD. ON BOTH <br />SIDES TO 6" ABOVE CEILING - USE <br />WATER RESISTANT GYP. BD. ON ALL WET <br />WALLS - DRYWALL SCREWS @ 12" O.C. <br />2 <br />9,13 <br />I501 <br />9,13 <br />I501 <br />NEW FURRED PLUMBING WALL <br />6" X 20 GA. METAL STUDS @ 16" O.C. <br />WITH 5/8" TYPE "X" GYP. BD. ON ONE <br />SIDE TO 6" ABOVE CEILING - USE WATER <br />RESISTANT GYP. BD. ON ALL WET <br />WALLS - DRYWALL SCREWS @ 12" O.C. <br />NEW FURRED FULL HEIGHT WALL <br />3 5/8" X 20 GA. METAL STUDS @ 16" O.C. <br />WITH 5/8" TYPE "X" GYP. BD. ON ONE <br />SIDE TO 6" ABOVE CEILING - USE WATER <br />RESISTANT GYP. BD. ON ALL WET <br />WALLS - DRYWALL SCREWS @ 12" O.C. <br />5 <br />16,19 <br />I501 <br />4 I501 <br />EXISTING WALL <br />EXISTING WALL <br />16,19 <br />ADJACENT <br />TENANT <br />(NIC) <br />HO <br />L <br />D <br />10 <br />' <br /> <br />- <br /> <br />7 <br /> <br />3 <br />/ <br />4 <br />" <br />12 <br />' <br /> <br />- <br /> <br />7 <br /> <br />1 <br />/ <br />4 <br />" <br />6' <br /> <br />- <br /> <br />7 <br />" <br />15 <br />' <br /> <br />- <br /> <br />7 <br />" <br />15 <br />' <br /> <br />- <br /> <br />1 <br /> <br />1 <br />/ <br />4 <br />" <br />3 3/4" <br />1' - 11 1/4"6' - 8 1/2" <br />14' - 10 3/4" <br />16' - 7" <br />22' - 9 1/2" <br />35' - 1 3/4" <br />36' - 2 1/2" <br />20 <br />' <br /> <br />- <br /> <br />1 <br />1 <br /> <br />1 <br />/ <br />2 <br />" <br />21 <br />' <br /> <br />- <br /> <br />7 <br /> <br />1 <br />/ <br />2 <br />" <br />BACKBAR <br />WORKROOM <br />SEATING <br />AREA <br />RETAIL <br />UNISEX <br />CUSTOMER <br />RESTROOM <br />UNISEX <br />PARTNER <br />RESTROOM <br />PARTNER / <br />MANAGER <br />AREA <br />D 10086 08 <br />D 10190 09 <br />D 10190 16 <br />A <br />B <br />B <br />C <br />C <br />D <br />E <br />F <br />G <br />G <br />G <br />G <br />H <br />H <br />I <br />J <br />K <br />L <br />M <br />N <br />O <br />(F.O.F) <br />11' - 7 1/2" <br />(F.O.F) <br />5' - 10 1/4" <br />5' - 6 1/4"3' - 5 1/2" <br />1' - 10"11' - 5 3/4" <br />7' <br /> <br />- <br /> <br />4 <br /> <br />1 <br />/ <br />4 <br />" <br />2' <br /> <br />- <br /> <br />4 <br />" <br />7' <br /> <br />- <br /> <br />6 <br /> <br />1 <br />/ <br />4 <br />" <br />2' <br /> <br />- <br /> <br />1 <br />1 <br />" <br />11 1/4"3' - 0"3' - 6 1/2" <br />CLR (F.O.F) <br />7' - 5 3/4" <br />CL <br />R <br /> <br />( <br />F <br />. <br />O <br />. <br />F <br />) <br />8' <br /> <br />- <br /> <br />1 <br />" <br />3' - 0" <br />36" MIN CLR <br />F.O.F <br />3' - 0 3/4"3' - 0 3/4" <br />(F.O.F) <br />6' - 4 1/4" <br />36" MIN CLR <br />(F.O.F) <br />3' - 0 3/4" <br />(F.O.F) <br />2' - 11 3/4" <br />(F.O.F) <br />1' - 0 3/4" <br />1 <br />1 <br />11 <br />1 <br />12 <br />2 <br />2 <br />2 <br />2 <br />2 <br />3 <br />3 <br />3 <br />3 <br />3 <br />3 <br />3 <br />5 <br />3 <br />2 <br />4 <br />3 <br />5 <br />1 <br />1 <br />1 <br />1 <br />1 <br />23 <br />4 <br />5 <br />5 <br />6 <br />7 <br />7 <br />8 <br />8 8 <br />8 <br />9 <br />ALIGN <br />10 <br />ALIGN <br />10 <br />11 <br />11 <br />12 <br />13 <br />14 <br />15WX21987 <br />P <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 />4/ <br />1 <br />5 <br />/ <br />2 <br />0 <br />2 <br />4 <br /> <br />1 <br />2 <br />: <br />1 <br />6 <br />: <br />5 <br />7 <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 />T <br />u <br />s <br />t <br />i <br />n <br /> <br />& <br /> <br />S <br />a <br />n <br />t <br />a <br /> <br />C <br />l <br />a <br />r <br />a <br /> <br />5 <br />1 <br />9 <br />6 <br />9 <br />\ <br />C <br />D <br />\T <br />u <br />s <br />t <br />i <br />n <br /> <br />a <br />n <br />d <br /> <br />S <br />a <br />n <br />t <br />a <br /> <br />C <br />l <br />a <br />r <br />a <br /> <br />- <br /> <br />R <br />e <br />v <br />i <br />t <br /> <br />M <br />o <br />d <br />e <br />l <br />. <br />r <br />v <br />t <br />A101 <br />76085-018 <br />04-15-2024 <br />TU <br />S <br />T <br />I <br />N <br /> <br />& <br /> <br />S <br />A <br />N <br />T <br />A <br />CL <br />A <br />R <br />A <br />23 <br />0 <br />1 <br /> <br />N <br /> <br />T <br />U <br />S <br />T <br />I <br />N <br /> <br />A <br />V <br />E <br />, <br /> <br />S <br />U <br />I <br />T <br />E <br /> <br />A <br />SA <br />N <br />T <br />A <br /> <br />A <br />N <br />A <br />, <br /> <br />C <br />A <br />, <br /> <br />9 <br />2 <br />7 <br />0 <br />5 <br />51969 <br />CHARLIE CHANG <br />SEPIDEH SHARIFI <br />MAGED GERGES <br />BUILDING FLOOR PLAN <br />1S <br />T <br /> <br />P <br />E <br />R <br />M <br />I <br />T <br /> <br />S <br />U <br />B <br />M <br />I <br />T <br />T <br />A <br />L <br /> <br />- <br /> <br />0 <br />4 <br />- <br />1 <br />5 <br />- <br />2 <br />0 <br />2 <br />4 <br />N <br />1/4" = 1'-0"2FLOOR PLAN <br />Revision Schedule <br />Rev Date By Description <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 />2301 N Tustin Ave <br />#A8/22/2024