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Adlhh <br /> r <br /> FLOOR SINK NOTE <br /> FLOOR SINKS SHALL BE HALF IN AND HALF OUT ❑ <br /> AND WILL NOT BE ALLOWED IN CUPBOARDS. R <br /> ©2011 STARBUCKS COFFEE COMPANY <br /> STARBUCKS COFFEE <br /> PLUMBING WASTE NOTES COMPANY <br /> 2401 UTAH AVENUE SOUTH <br /> SEATTLE, WASHINGTON 98134 <br /> A SEE SHEET P-0004 FOR FIXTURE SCHEDULES. (206) 318-1575 <br /> PLUMBING CONTRACTOR IS RESPONSIBLE FOR SITE INVESTIGATION PRIOR THESE DRAWINGS AND SPECIFICATIONS ARE <br /> B TO START OF ANY WORK TO IDENTIFY FULL SCOPE OF WORK. CONFIDENTIAL AND SHALL REMAIN THE SOLE <br /> PROPERTY OF STARBUCKS CORPORATION, <br /> COORDINATE WITH ELECTRICAL CONTRACTOR FOR POWER CONNECTIONS TO WHICH IS THE OWNER OF THE COPYRIGHT IN THIS <br /> C ALL PLUMBING EQUIPMENT. WORK. THEY SHALL NOT BE REPRODUCED(IN <br /> WHOLE OR IN PART),SHARED WITH THIRD <br /> REFER TO ARCHITECTURAL DETAILS FOR PLUMBING FITTINGS LOCATED PARTIES OR USED IN ANY MANNER ON OTHER <br /> D WITHIN CASEWORK. PROJECTS OR EXTENSIONS TO THIS PROJECT <br /> WITHOUT THE PRIOR WRITTEN CONSENT OF <br /> CONTRACTOR SHALL DETERMINE THE EXACT LOCATIONS,SIZES AND STARBUCKS CORPORATION. THESE DRAWINGS <br /> AND SPECIFICATIONS ARE INTENDED TO EXPRESS <br /> E DIRECTION OF FLOW OF EXISTING WASTE AND VENT SYSTEMS PRIOR TO DESIGN INTENT FOR A PROTOTYPICAL <br /> START OF WORK AND MAKE ADJUSTMENT IN THE PLUMBING WASTE LAY-OUT STARBUCKS STORE(WHICH IS SUBJECT TO <br /> SHOWN ON THE DRAWING TO SUIT FIELD CONDITIONS. CHANGE AT ANYTIME)AND DO NOT REFLECT <br /> ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL <br /> CONTRACTOR SHALL REPORT TO STARBUCKS CONSTRUCTION MANAGER ANY HAVE ANY OBLIGATION NOR LIABILITY TO THE <br /> F DISCREPANCY BETWEEN THESE DRAWINGS AND FILED CONDITIONS PRIOR TO OTHER(EXCEPT STATED ABOVE)UNTIL A <br /> COMMENCING WITH ANY WORK. WRITTEN AGREEMENT IS FULLY EXECUTED BY <br /> 5 19277 BOTH PARTIES. <br /> 10 R) EM (E)FS 15 SAWCUT(E)CONCRETE FLOOR SLAB AS NEEDED TO INSTALL NEW PIPING. <br /> G AFTER PIPING INSTALLATION IS COMPLETE BRING THE AFFECTED FLOOR ARCHITECT OF RECORD <br /> 8 17569 SLAB TO ITS ORIGINAL CONDITION. 0 -0 t <br /> D <br /> 3 17810 BEFORE COMMENCING WITH ANY WORK CONTRACTOR SHALL COORDINATE R o - , <br /> 9 17650 AND VERIFY WITH STARBUCKS CONSTRUCTION MANAGER FOR ALL MODELS, <br /> 1 9278 6 12 2 WCO 2 H SCOPE AND OPERATIONAL REQUIREMENT OF ALL PLUMBING FIXTURES U <br /> 5 17632 (E)2.. O W (E) FS 16 (E)2"V (E)3"V.T.R. PRESENTED IN THESE DOCUMENTS. <br /> — ----�(E)2 V \ ALL INDIRECT DRAIN LINES MUST BE OF RIGID STRUCTURE.FLEXIBLE <br /> L-- - --- �e ---- -------- - - ----------- I INDIRECT DRAIN LINES ARE NOT ACCEPTABLE. mcg a r c h i t e c u r e <br /> - ------__------ <br /> 17565 (N)3„ — x x 111 Pacifica,Suite 280,Irvine,CA 92618 <br /> 7(B(N) "V_\ <br /> /' FLOOR SINKS SHALL BE HALF IN AND HALF OUT AND WILL NOT BE ALLOWED IN P:949.553.1117 F:949.474.7056 <br /> 'z IJ CUPBOARDS. <br /> Wit <br /> 2 011 7 1 i <br /> 6 10344 PROVIDE X-RAY OF EXISTING BEAMS BEFORE ANY NEW PENETRATION AND <br /> (E)4..SS ,'�(E)FCO (N)2��SS—c:> i � •,........•• <br /> / � (E)3' SS °� K PIPE ROUTING TROUGH THE BEAM. ACIES p •q <br /> •'•ROFESS/p <br /> 10294 FCO E FS 14 13 �� 10549 5 `� .Ii®I, CPN ...... <br /> ( ) (E)4'SS _ ALL NEW CONNECTIONS TO EXISTING INFRASTRUCTURE SHOWN ON THESE ENGINEERING <br /> WCO DOCUMENTS SHALL BE VERIFIED IN THE FIELD PRIOR TO ANY INSTALLATION 9 ? <br /> WCO 3371 Olcott Street <br /> 6 19278 N)3"SS i L WORK. UPON FIELD INSPECTION,CONTRACTOR HAS OPTION OF REUSING Santa Clara,CA 95054 o. 4 8 <br /> 15 (E) FD i SECTIONS OF EXISTING SYSTEMS AND PIPING AS HE FINDS APPROPRIATE. ph:(408)522-5255 ,� �P• O6 30 21 <br /> fx:(408)522-5260 s �i ', P <br /> 0 0 ❑ � O — — O INDIRECT DRAIN PIPE SIZES SHOWN ON SCHEDULE ON SHEET P-0002 ARE FOR info@acies.net ••;�9TF CHAN\G 0��•,. <br /> l M REFERENCE ONLY.EXACT SIZES AND ROUTING OF INDIRECT DRAIN PIPING Copyright 2019 F CAF,.•' <br /> — — — — — SHALL BE DETERMINED IN THE FIELD. <br /> 14 (E) FS 10294 <br /> 5 19277 10726 (R)E 10 N PIPING AND CONDUITS OF ALL TYPES(ELECTRICAL,WATER AND DRAIN LINES) <br /> MUST BE CONCEALED WITHIN WALLS,FLOORS AND CEILINGS. <br /> 10 (R) EM WCO 15 (E) FS <br /> 19277 5 <br /> (E)4"SS SHEET NOTES <br /> (E)4"SS (E)4"SS CONNECT TO EXISTING SANITARY SEWER PIPING.VERIFY IN THE FIELD <br /> r7 z (P(E)FCO 1O EXACT LOCATION,SIZE AND INVERT ELEVATION OF EXISTING CONNECTING O <br /> ( ❑ ) ( ❑ ) ( ❑ ) ( E] LINE. (� N <br /> CONNECT TO EXISTING VENT PIPING.VERIFY IN THE FIELD EXACT LOCATION, -'i „ LID <br /> SIZE AND ELEVATION OF EXISTING CONNECTING LINE. LJJ �J,J M <br /> (E)4"SS �� O PROVIDE NEW 2"SANITARY SEWER AND 1-1/2"VENT UP. Q Q <br /> O NOT USED. W -J U <br /> O EXTEND INDIRECT DRAIN PIPING FROM WORK/RINSE SINK TO FLOOR SINK. W O <br /> -0 v = 0 LU II.-_ <br /> 66 EXTEND INDIRECT DRAIN PIPING FROM ICE BIN TO FLOOR SINK. Z r , Q <br /> 7 EXTEND INDIRECT DRAIN PIPING FROM KEG DISPENSING SYSTEM TO FLOOR 0 O L.L 0 U SINK. W W O O <br /> O EXTEND INDIRECT DRAIN PIPING FROM WARE RINSER TO FLOOR SINK. � � Q <br /> C 6- Lo W <br /> O EXTEND INDIRECT DRAIN PIPING FROM DRIP TRAY TO FLOOR SINK. <br /> ]) A <br /> EXTEND INDIRECT DRAIN PIPING FROM ESPRESSO MACHINE TO FLOOR SINK. STORE #: 13402 <br /> ®I, 11 2"VENT PIPING ROUTED BELOW GROUND AS SHOWN WITH 2%SLOPE. PROJECT #: 39714-051 <br /> 2"V UP,PROVIDE DRAINAGE FITTINGS FOR VENTED PIPING BELOW THE CASEWORK CONCEPT: CORE <br /> 12 FLOOR. ISSUE DATE: <br /> PROGRAM MANAGER: M. DREBIKA <br /> PROVIDE 2"TAILPIECE ON FLOOR SINK AND INCREASE TO 3"BEFORE STORE DESIGNER: S. BELVINS <br /> 13 P-TRAP.PROVIDE 3"P-TRAP AND CONNECT TO 3"WASTE AND 2"VENT LEE0 AP: N/A <br /> COMBINATION PIPING. <br /> CHECKED BY: <br /> 14 (E)FLOOR SINK/DRAIN TO BE REMOVED.CAP WASTE AND VENT PIPING ACIES PROJECT#: 190480 <br /> BELOW FLOOR AS NEEDED. <br /> ACIES DESIGNER BY: LL <br /> 15 EXISTING FLOOR SINK/DRAIN TO REMAIN. ACIES CHECKED BY: MP <br /> 16 <br /> Revision Schedule <br /> 17 <br /> Rev Date By Description <br /> SHEET TITLE: <br /> PLUMBING WASTE <br /> AND VENT PLAN <br /> Plumbing waste and vent plan SCALE:AS SHOWN 1/4"= 1'-0" <br /> SHEET NUMBER: <br /> Scale: 1/4" = 1 '-0" P- 1103 <br />