2303 S Bristol St #A - 101117496, 20181548, 30146629 - Plan

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KEYNOTES GENERAL NOTES A. GENERAL CONTRACTOR TO VERIFY ALL DIMENSIONS AND NOTIFY STARBUCKS CONSTRUCTION MANAGER OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION. ALL DIMENSIONS TO BE TAKEN FROM DESIGNATED DATUM POINT. B. GENERAL CONTRACTOR TO PROVIDE FIRE TREATED WOOD STUD BLOCKING, OR EQUIVALENT TO SUPPORT ANY WALL ATTACHMENT AND/OR SIGNAGE. C. IF EXISTING EXTERIOR ENTRANCE THRESHOLD EXCEEDS MINIMUM BARRIER FREE PROVISION OF THE CODE, REMOVE AND REPLACE WITH ACCESSIBLE THRESHOLD. RAISED THRESHOLDS AND FLOOR LEVEL CHANGES AT ACCESSIBLE DOORWAYS TO BE BEVELED WITH A SLOPE NO GREATER THAN 1:12. D. ALL DIMENSIONS ARE TO FACE OF STUD UNLESS SHOWN OR NOTED OTHERWISE. E. GENERAL CONTRACTOR TO PROVIDE WATER RESISTANT TYPE 'X' GYP. BD. AT RESTROOM AND BACKBAR WALLS (ALL WET WALLS). F. ALL DOORS SHALL BE 32” (815MM) MINIMUM CLEAR OPENING WHEN OPENED TO 90 DEGREE POSITION UNLESS OTHERWISE NOTED. G. SEE SHEET A601 OR I601 FOR EXTERIOR DOOR AND WINDOW SCHEDULES. H. STARBUCKS VENDOR TO PROVIDE DOOR HARDWARE COMPONENTS AND GC TO INSTALL. I. VERIFY ALL EXISTING DOORS, HARDWARE AND FRAMES MEET STARBUCKS AND/OR CODE REQUIREMENTS. J. PROVIDE FIRE EXTINGUISHERS AS NOTED ON THE APPROVED PLANS FROM THE CITY. K. SEE STRUCTURAL FOR KNEE WALL BRACING IF APPLICABLE. L. SEE SHEET A501 FOR BUILDING DETAILS IF APPLICABLE. M. REFER TO SHEET I104 FOR FLOOR FINISHES. N. PATCH AND REPAIR WALLS AS NECESSARY TO PROVIDE A FINISH READY SURFACE. 3 G.C. TO PROVIDE AND INSTALL 6" CONCRETE CURB AT SAFE -CURB NOT TO EXCEED FOOTPRINT OF SAFE. 1 PROVIDE ADEQUATE REINFORCEMENT AND / OR BLOCKING AS REQUIRED TO SUPPORT WALL ATTACHMENTS -REFER TO WALL BLOCKING KEY. 7 EXISTING ELECTRICAL PANELS TO REMAIN. 8 DIMENSION CONTROL DATUM POINT. 12 NEW RESTROOM DOOR. FINISH PER ELEVATIONS 10 ELECTRICAL PANEL LOCATIONS. MAINTAIN MINIMUM CLEARANCE AS REQUIRED BY CODE. 9 OUTLINE OF BAR PER CASEWORK MANUFACTURER. 11 ALIGN FACE OF FINISHED WALL. 13 NEW ENTRY/EXIT DOOR. 15 NEW MOP SINK AND RO SYSTEM CONCRETE PLATFORM. 16 DASHED LINE INDICATES HEADER ABOVE 17 NEW TRAFFIC SWINGING DOOR. NO LATCH OR LOCK PROVIDED 2 G.C. TO PROVIDE AND INSTALL 6" CONCRETE CURB AT FOOD CASE - CURB NOT TO EXCEED FOOTPRINT OF CASE. 4 G.C. TO PROVIDE AND INSTALL 10" CONCRETE CURB AT MOP SINK RO SYSTEM. 5 EXISTING STOREFRONT TO REMAIN. 18 NEW DRIVE-THRU WINDOW. 6 NEW STOREFRONT. 14 EXISTING EXIT DOOR TO REMAIN. GENERAL LEGEND NEW FULL HEIGHT WALL EXISTING WALL WALL BLOCKING CALL-OUT- X WALL TYPE TAG WALL BLOCKING KEY SYMBOL ITEM 128 LBS (58 KG) WEIGHT 36" TO 40" (915MM TO 1015MM) HEIGHT A.F.F. 30" (760MM) BEHIND SINK APPROX. WIDTH SHELVES ABOVE COMPARTMENT SINK 200 LBS (91 KG) 48" TO 76" (1220MM TO 1930MM) 96" (2440MM) CENTERED ABOVE COMPARTMENT SINK BLOCKING SPECIFICATION TO BE PROVIDED BY VENDOR SHELVES AT MANAGER'S DESK 300 LBS (136 KG) 32" TO 96" (810MM TO 2440MM) 48" (1220MM) 3/4 (19MM) ACX PLYWOOD, CENTERED ON SHELVES 30" TO 36" (760MM TO 915MM) 60" (1525MM) AROUND WATER CLOSET 200 LBS (91 KG) COMMERCIAL INSTALLATION REQUIRES CONCEALED ARM CARRIER. REFER TO MFR'S SPECIFICATION. 200 LBS (91 KG) BLOCKING SPECIFICATION TO BE PROVIDED BY VENDOR. COORDINATE LOCATION AND EXTENT WITH PENTAIRTBD BY VENDOR WORKROOM HAND SINK RESTROOM GRAB BARS RESTROOM HAND SINK UPPER CBE SIREN / ICE SYSTEM WATER HEATER / FILTRATION SYSTEM A B C D G H K M BLOCKING PER DETAIL X/I50X DIGITAL MENU BOARDS ORDER STATUS BOARDO DATA RACK AT WORKROOM 300 LBS (136 KG) 44" TO 96" (1120MM TO 2440MM) 28" (710MM) 3/4 (19MM) ACX PLYWOOD, CENTERED ON RACKF SHELVES AT PARTNER REST AREA 300 LBS (136 KG) 32" TO 96" (810MM TO 2440MM) 48" (1220MM) 3/4 (19MM) ACX PLYWOOD, CENTERED ON SHELVESE BLOCKING SPECIFICATION FOR ICE MACHINE DIVERTER. REFER TO VENDOR'S SPECIFICATION AND DETAILS. ICE MACHINE DIVERTER BLOCKINGI 45" TO 63 1/2" (XXXMM TO XXXMM) TBD BY VENDORWARMING SHELVES 1' - 1 5/8" (XXMM) - PER SHELFJ BLOCKING PER DETAIL X/I50X N LOCKERS TBD BY VENDOR CUP DISPENSERL 44 5/8" TO 70 1/2" (XXXMM TO XXXMM)1' - 11 3/4" (XXMM) BLOCKING PER DETAIL X/I50XDT UPPER CABINETP 1 NEW FULL HEIGHT WALL 3 5/8" X 20 GA. METAL STUDS @16" O.C. WITH 5/8" TYPE "X" GYP. BD. ON BOTH SIDES TO 6" ABOVE CEILING - USE WATER RESISTANT GYP. BD. ON WET WALLS - DRYWALL SCREWS @ 12" O.C. 9,13 SEE WALL STUD TABLE SHEET I501 WALL TYPES I501 NEW FURRED FULL HEIGHT WALL 3 5/8" X 20 GA. METAL STUDS @ 16" O.C. WITH 5/8" TYPE "X" GYP. BD. ON ONE SIDE TO 6" ABOVE CEILING - USE WATER RESISTANT GYP. BD. ON ALL WET WALLS - DRYWALL SCREWS @ 12" O.C. 3 FINISH MAY OCCUR- SEE WALL FINISH PLAN & INTERIOR ELEVATIONS - TYP. NEW PLUMBING WALL 6" X 20 GA. METAL STUDS @ 16" O.C. WITH 5/8" TYPE "X" GYP. BD. ON BOTH SIDES TO 6" ABOVE CEILING - USE WATER RESISTANT GYP. BD. ON ALL WET WALLS - DRYWALL SCREWS @ 12" O.C. 2 9,13 I501 9,13 I501 NEW FURRED PLUMBING WALL 6" X 20 GA. METAL STUDS @ 16" O.C. WITH 5/8" TYPE "X" GYP. BD. ON ONE SIDE TO 6" ABOVE CEILING - USE WATER RESISTANT GYP. BD. ON ALL WET WALLS - DRYWALL SCREWS @ 12" O.C. NEW FURRED FULL HEIGHT WALL 3 5/8" X 20 GA. METAL STUDS @ 16" O.C. WITH 5/8" TYPE "X" GYP. BD. ON ONE SIDE TO 6" ABOVE CEILING - USE WATER RESISTANT GYP. BD. ON ALL WET WALLS - DRYWALL SCREWS @ 12" O.C. 4 16,19 I501 5 I501 EXISTING WALL EXISTING WALL 16,19 12' - 3 3/4" 20' - 10 1/4" 29' - 3" 30' - 11 1/2" 19' - 10 1/2" 13' - 9 3/4" 2' - 8 1 / 2 " 12 ' - 1 1 1 / 4 " 21 ' - 1 0 1 / 2 " 23 ' - 1 1 1 / 2 " 26 ' - 0 1 / 4 " 12 ' - 1 1 / 4 " 19 ' - 3 " 8' - 5" 11' - 0 3/4" CL R ( F . O . F . ) 8' - 2 " CLR (F.O.F.) 8' - 0" CL R ( F . O . F . ) 8' - 2 " CLR (F.O.F.) 8' - 0" 3' - 8 1/2"3' - 0"12' - 3 3/4" 4' - 10 3/4"3' - 0"2 3/4" 13' - 3 1/2" CLR (F.O.F.) 3' - 2" 8" CLR (F.O.F.) 3' - 2" CLR 6' - 10 1/2" CLR 5' - 9 1/4" 2 3/4"3' - 0"4' - 10 3/4" 6' - 0 " 13 ' - 5 3 / 4 " 1 1 11 1 2 2 1 1 2 1 4 3 3 5 5 2 3 B M I H GH G G G J O N P K D J A C E F 2 3 4 . . . .. . 5' - 6 1 / 2 " 7 8 9 99 10 11 12 D 10190 15 12D10190 05 13 D 10449 16 14 15 16 16 L 16 17 18 W 21987 BACKBAR WORKROOM CAFE PARTNER REST AREA MANAGER AREA EMPLOYEE UNISEX RESTROOM CUSTOMER UNISEX RESTROOM 5 6 5 6 5 5 A401 1 A401A 1 D 10086 14 1 1 1 1 1 1 1 CLR. 5' - 0"CL R . 6' - 0 " 8' - 7 " 8' - 9 1 / 4 " A401 9 STATE OF CALIF RNIA O REN.09/30/25 S LICEN D ARCHITECT E H I DENO R I I WAGAM I C-34970 3 PETERS CANYON RD. STE 110 IRVINE, CA 92606 D G ESI N | ARCHITECTURE H E S T I A A T E L I E R SHEET NUMBER: SHEET TITLE: SCALE: AS SHOWN STORE #: PROJECT #: PR O J E C T N A M E : PR O J E C T A D D R E S S : C 2020 STARBUCKS COFFEE COMPANY R ISSUE DATE: 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206) 318-1575 THESE DRAWINGS AND THE PROJECT MANUAL ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. STARBUCKS R DESIGN MANAGER: PRODUCTION DESIGNER: CHECKED BY: STARBUCKS TEMPLATE VERSION: i2021.04.23 11 / 3 / 2 0 2 3 2 : 0 5 : 3 2 P M W: \ P r o j e c t s \ S t a r b u c k s \ B r i s t o l & W a r n e r 1 0 0 0 5 \ C D \ B r i st o l & W a r n e r - 1 0 0 0 5 . r v t A101 28206-089 09-14-2023 BR I S T O L & W A R N E R 23 0 3 A S . B R I S T O L S T . S A N T A AN A , C A 9 2 7 0 4 10005 HESTIA ATELIER TAMEEM H ISCOLINA D BUILDING FLOOR PLAN CH E C K S E T 1 0 - 3 0 - 2 0 2 3 N 1/4" = 1'-0"1FLOOR PLAN Revision Schedule Rev Date By Description 2303 S Bristol St #A - 101117496, 20181548, 30146629 2/27/2024