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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 />Revision Schedule <br />Rev Date By Description <br />March 24 <br />CH <br />E <br />C <br />K <br /> <br />S <br />E <br />T <br /> <br />- <br /> <br />0 <br />3 <br />/ <br />2 <br />2 <br />/ <br />2 <br />0 <br />2 <br />4 <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 />A <br />N <br />T <br />A <br />AN <br />A <br />, <br /> <br />C <br />A <br />, <br /> <br />9 <br />2 <br />7 <br />0 <br />5 <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 />76085-018 <br />51969 <br />CHARLIE CHANG <br />AMY YANG <br />MAGED GERGES <br />PLUMBING SCHEDULES <br />& CALCULATIONS <br />P-002 <br />NOTE: ADDITIONS OR ALTERATIONS OR NEW PLUMBING FIXTURES AND <br />FITTINGS SHALL NOT EXCEED THE MAXIMUM ALLOWABLE FLOW RATES <br />SPECIFIED IN SECTION 5.303. <br />MAXIMUM FIXTURE FLOW RATES <br />(CGBSC SECTION 5.303.3) <br />MAXIMUM FLOW RATE <br />NONRESIDENTIAL LAVATORY FAUCETS 0.4 GPM @ 60 PSI <br />KITCHEN FAUCETS 1.6 GPM @ 60 PSI <br />METERING FAUCETS 0.2 GALLONS/CYCLE <br />WATER CLOSETS 1.28 GALLONS/FLUSH <br />DC <br />5030 <br />61-113 <br />B <br />12-32 <br />5010 <br />A <br />1-11 <br />5005 <br />FIXTURE UNITS <br />HYDROTROL <br />J.R. SMITH <br />WHA SYMBOL <br />33-60 <br />5020 <br />EQUAL <br />OR APPROVED <br />WATER HAMMER ARRESTER SCHEDULE <br />ELECTRIC WATER HEATER SCHEDULE (EXISTING) <br />TAG QTY MANUFACTURE MODEL CAPACITY <br />(GALLON) <br />ELEMENT <br />WATTAGE <br />RECOVERY <br />@90°F RISE <br />(GPH) <br />VOLTAGE(V) <br />CONNECTION OPERATING <br />WEIGHT <br />(LBS) <br />CW HW <br />(E) EWH-1 1 AO SMITH DRE-52-100 50 18,000 82 208 1"1"120 <br />MARK <br />WCO <br />FCO <br />GCO <br />TMV <br />NOTES: <br />1. CONTRACTOR TO VERIFY THAT ALL PLUMBING FIXTURES ARE FOR INSTALLATION ON EXPOSED SLAB. <br />2. ALL FIXTURES ARE SUBJECT TO TENANT/ARCHITECT APPROVAL. <br />3. REFER TO ARCHIECT PLANS FOR COMPLETE LIST OF PLUMBING FIXTURES. <br />FIXTURE <br />W <br />WALL <br />CLEANOUT <br />FLOOR <br />CLEANOUT <br />GRADE <br />CLEANOUT <br />THERMOSTATIC <br />MIXING VALVE <br />SEE - <br />PLANS <br />SEE - <br />PLANS <br />SEE - <br />PLANS <br />--1/2"1/2" <br />-- <br />-- <br />-- <br />ZURN WALL CLEANOUT MODEL Z1441-VP, DURA-COATED CAST IRON BODY, GAS AND WATERTIGHT, <br />VANDAL PROOF SCREWS, OR EQUIVALENT. COORDINATE FINAL LOCATIONS AND FINISH WITH <br />ARCHITECT. <br />ZURN FLOOR CLEANOUT MODEL Z1400-VP, ADJUSTABLE LEVELING, GAS AND WATERTIGHT, VANDAL <br />PROOF SCREWS, OR EQUIVALENT. COORDINATE FINAL LOCATIONS AND FINISH WITH ARCHITECT. <br />ZURN GRADE CLEANOUT MODEL Z1400-DC, HEAVY DUTY, ADJUSTABLE LEVELING, GAS AND <br />WATERTIGHT, VANDAL PROOF SCREWS, OR EQUIVALENT. COORDINATE FINISH WITH ARCHITECT. <br />SYMMONS MAXLINE THERMOSTATIC MIXING VALVE MODEL 7-210-CK-D, W/ INTEGRAL CHECK VALVES <br />AND WALL MOUNTING BRACKET, ASSE 1017 AND ASSE 1070 COMPLIANT. PROVIDE DIAL TYPE <br />THERMOMETER ON TEMPERED WATER LINE AT TMV OULET AND SET @ 110°F. <br />FIXURE ROUGH-IN <br />DESCRIPTION <br />ACCESSORY SCHEDULE <br />V CW HW <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 />S <br />E <br />T <br /> <br />- <br /> <br />0 <br />4 <br />/ <br />1 <br />6 <br />/ <br />2 <br />0 <br />2 <br />4 <br />5 <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 />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 />STORE #: <br />PROJECT #: <br />ISSUE DATE: <br />DESIGN MANAGER: <br />PRODUCTION DESIGNER: <br />CHECKED BY: <br />76085-018 <br />04-15-2024 <br />51969 <br />CHARLIE CHANG <br />SEPIDEH SHARIFI <br />MAGED GERGES <br />2301 N Tustin Ave <br />#A8/22/2024