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1600 - Food Program
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PR0547957
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Entry Properties
Last modified
1/12/2023 12:45:07 PM
Creation date
10/27/2022 12:53:28 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
1600 - Food Program
File Section
WORK PLANS
RECORD_ID
PR0547957
PE
1614
FACILITY_ID
FA0027337
FACILITY_NAME
WINGSTOP #2139
STREET_NUMBER
1687
Direction
N
STREET_NAME
CALIFORNIA
STREET_TYPE
ST
City
STOCKTON
Zip
95204
CURRENT_STATUS
01
SITE_LOCATION
1687 N CALIFORNIA ST STE 4
P_LOCATION
01
QC Status
Approved
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SJGOV\jcastaneda
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EHD - Public
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P1IN-FLOOR PLUMBING PLANSCALE: 1/4" = 1'-0"DATEFOR PERMIT & BID01-25-22SEAL:PROJECT LOCATION:SHEET NUMBER:REVISION:DATE:CHECKED BY:ISSUE:DRAWN BY:PROJECT NO.:DATE:PROJECT INFORMATION:CLIENT:CONSULTANT:THESE DRAWINGS, IDEAS, SPECIFICATIONS ANDDESIGNS ARE EXCLUSIVE PROPERTY OF WINGSTOPRESTAURANTS, INC. NO PART OF THESE DRAWINGSMAY BE COPIED, REPRODUCED, OR OTHERSTRUCTURES BUILT FROM SUCH WITHOUT THEWRITTEN CONSENT OF WINGSTOP RESTAURANTS, INC.COPYRIGHT R 2022WINGSTOP RESTAURANTS, INC.ALL RIGHTS RESERVED15505 WRIGHT BROTHERS DRIVEADDISON, TX 75001TELEPHONE: (972) 686-6500FAX: (972) 686-6502DISCLAIMER:STOCKTON, CA2021-0486STORE NUMBER: GL#Z060 <br />GILL GROVE <br />1687 N CALIFORNIA STREET SUITE #TBD <br />STOCKTON, CA 95204JJVDRC2/3/22796 Merus Court <br />St. Louis, MO 63026 <br />T 636.349.1600 <br />F 636.349.1730 <br />2036-12060-12060-11824-51860-5 1836-42060-11860-51836-51836-51836-51836-51836-51836-52048-12024-1DARPRO <br />NOTE:VENTING ABOVE RIM HEIGHT, 6" MINIMUMCONDENSATE OR SIMILAR LIQUID WASTES SHALL BE DRAINEDINDIRECTLY TO A FLOOR SINK WITH A MINIMUM 1 INCH AIR GAP FROMTHE LIP OF THE BASIN.FASTENED DOWN WITH FLOOR GRATE TO BESCREWSDRAIN LINEAIR GAP = 2 X"D" (2" MIN.)FIN. FLOOR1/4 LEFT OPEN.METAL GRATE TOBE 3/4 WITHINSTALL FLUSH W/FINISHED FLOORSANITARY FLOOR SINK DETAILSCALE: NO SCALEPLUMBING KEYED NOTES123456789EXISTING SANITARY/GREASE WASTE PIPING BELOW GRADE. VERIFY EXACT SIZE, INVERT ELEVATION,AND LOCATION IN FIELD PRIOR TO WORK.POINT OF CONNECTION TO EXISTING SANITARY/GREASE PIPING BELOW GRADE. VERIFY EXACT SIZE,INVERT ELEVATION AND LOCATION IN FIELD PRIOR TO WORK. CONTACT ENGINEER WITH ANYDISCREPANCIES.ROUTE (2) 1-1/2" DRAINS AND (1) 1-1/4" DRAIN FROM ICE MACHINE TO FLOOR SINK. REFER TO ITEM 19 ONSCHEDULE SHEET P5. (NO TEE IN LINES.) DRAIN FROM ICE MACHINE AND ICE BIN MUST BE SEPARATELYROUTED TO INDIRECTLY DISCHARGE TO FLOOR SINK.FLOOR SINK. REFER TO ITEM 6 ON SCHEDULE SHEET P5 AND RISER DIAGRAM ON SHEET P3 FORADDITIONAL INFORMATION.GREASE WASTE ROUTED TO EXISTING 1500 GALLON GREASE TRAP BY LANDLORD. SIZING IS SHOWN FORCODE COMPLIANCE CAPACITY OF EXISTING SHALL EXCEEDSELF-EVAPORATING CONDENSATE AT COOLER AND FREEZER. DRAIN NOT REQUIRED BYMANUFACTURER.PROVIDE 1/2" TRAP PRIMER LINE. REFER TO ITEM 4 AND 5 ON SCHEDULE SHEET P5 AND WATER SUPPLYPLAN P2 FOR TRAP PRIMER LOCATION. VERIFY PRIOR TO BID.(NOT SHOWN): 3/4" DRAIN FROM SODA SYSTEM, DRAIN INDIRECTLY INTO FLOOR SINK, MOUNT UNDERCOUNTER. REFER TO ITEM 20 ON SCHEDULE SHEET P5 FOR ADDITIONAL INFORMATION.DRAIN CARBONATOR INDIRECTLY TO FLOOR SINK. REFER TO ITEM 24 ON SCHEDULE SHEET P5.NOTE:1. ALL FLOOR SINKS MUST BE FLUSH WITH TILE FLOOR ASSHOWN ABOVE. INSTALLATION ON A 1/4" LIP EITHERDIRECTION IS ALSO ACCEPTABLE.TABLE TO CALCULATE DRAINAGE FIXTURESPLUMBING FIXTUREDRAINAGEFIXTURE UNITSNUMBER OFFIXTURESDFUSWATER CLOSET (WC-1)414LAVATORIES (LAV-1)111FLOOR DRAINS (FD-1)313FLOOR SINK (FS-1)4416TRENCH DRAIN (TD-1)428HAND SINK (HS-1)236MOP SINK313TOTAL DRAINAGE FIXTURE UNITS41BELOW FINISHED FLOORABOVE FINISHED FLOORTWO WAY CLEANOUTWATER METERWATER CLOSETTEMPERATURE PRESSURE RELIEF POINT OF CONNECTIONFLOOR DRAINCAN WASHFILTERED WATER LINESHUT-OFF VALVEVENT THRU ROOFFLOOR CLEAN OUTWALL CLEAN OUTBACKFLOW PREVENTERFCOCIWCOVTRCAST IRONW.C.UR.B.F.F.MTWCOA.F.F.URINALHOT WATER RETURNHOT WATER LINEPLUMBING SYMBOLSGREASE WASTE LINECOLD WATER LINESANITARY SEWER LINEGWSANVVENT LINETPRVF.D.P.O.C.MSLAV.C.W.MOP SINKLAVATORYNOTE:1. REFER TO RISER DIAGRAM ON SHEET P3 FOR PIPE SIZES.2. REFER TO PLUMBING FIXTURE SCHEDULE ON SHEET P5 FOR KEYED NOTES .GRADE CLEANOUTGCOFSFLOOR SINKELECTRIC WATER HEATEREWH VALVEEXISTING SANITARY SEWER LINE(E) SANCONDENSATE DRAINCDCALIFORNIA PLUMBING REQUIREMENTSTHESE INSTRUCTIONS ARE TO ENFORCE CALIFORNIA PLUMBING CODEREQUIREMENTS1.EXISTING BUILDING SEWERS AND BUILDING DRAINS MAY BE USED IFSUCH SEWERS HAVE BEEN PROPERLY MAINTAINED AND FOUND UPONEXAMINATION AND TEST PERFORMED BY THE OWNER OR OWNER'SDESIGNATED AGENT THAT THEY ARE IN WORKING CONDITION AND FREEFROM ANY DEFECT.2.CLEANOUTS SHALL BE INSTALLED AS PER SEC. 707.0 & 719.0 OF THECOUNTY OF LOS ANGELES PLUMBING CODE.3.EACH PLUMBING VENT SHALL TERMINATE NOT LESS THAN TEN (10) FEETFROM OR AT LEAST THREE (3) FEET ABOVE ANY OPENABLE WINDOW,DOOR, OPENING OR AIR INTAKE. 906.2.4.WATER SUPPLY AND DRAIN PIPES UNDER ACCESSIBLE LAVATORIES ANDSINKS SHALL BE INSULATED OR OTHERWISE BE CONFIGURED TOPROTECT AGAINST CONTACT. PROTECTORS, INSULATORS, OR BOTHSHALL COMPLY WITH ASME A112.18.9. 403.3.5.DOUBLE COMBINATION FITTING IS NOT PERMITTED TO INSTALL INHORIZONTAL POSITION. AS AN ALTERNATIVE, TWO COMBINATION WYE &1/8 BEND FITTINGS MAY BE USED. 706.3.6.COMBUSTIBLE PIPING INSTALLATIONS SHALL BE INSTALLED PERCHAPTER 14 OF THE COUNTY OF LOS ANGELES PLUMBING CODE FOR“FIRESTOP PROTECTION”.7.NEW OR REPAIRED POTABLE WATER SYSTEMS SHALL BE DISINFECTEDPRIOR TO USE ACCORDING TO SECTION 609.9 (1-3) OF THE PLUMBINGCODE.8.CONTRACTOR SHALL PROVIDE A SIGNED WRITTEN DECLARATION TO THEINSPECTOR AT TIME OF INSPECTION THAT POTABLE WATER SYSTEM HASBEEN DISINFECTED PER SECTION 609.9.9.WHERE LOCAL STATIC WATER PRESSURE (HIGH OR LOW) IS IN EXCESS OFEIGHTY (80)POUNDS PER SQUARE INCH, AN APPROVED TYPE PRESSUREREGULATOR PRECEDED BY AN ADEQUATE STRAINER SHALL BEINSTALLED TO REDUCE THE STATIC PRESSURE TO EIGHTY (80)POUNDSPER SQUARE INCH OR LESS. USE ACTUAL "FALL-OFF" PRESSURE LOSS IFAPPENDIX "A" METHOD IF SIZING IS USED. EACH SUCH REGULATOR ANDSTRAINER SHALL BE ACCESSIBLY LOCATED ABOVEGROUND OR IN AVAULT WITH PROPER DRAINAGE. 608.2.10.ALL EXPOSED GAS PIPING SHALL BE PROTECTED AGAINST CORROSIONBY COATING OR WRAPPING WITH AN INERT MATERIAL APPROVED FORSUCH APPLICATIONS. 1210.2.11.ALL GAS PRESSURE REGULATORS SHALL BE VENTED SEPARATELY TOTHE OUTSIDE OF THE BUILDING. 1208.8.4.NOTE:SANITARY AND GREASE WASTE LINES ARE 4" MAINS SLOPED AT 1/8"PER FOOT, PIPING LESS THAN 4" SHALL BE SLOPED AT 1/4" PER FOOTOR 2%. SEE SPECIFICATION SHEET P5 FOR MORE INFORMATION.PER CPC 906.1, ABS/PVC VENT TERMINATIONS UP THROUGH THEROOF EXPOSED TO SUNLIGHT ARE REQUIRED TO BE PROTECTEDBY WATER BASED SYNTHETIC LATEX PAINTS.”TABLE TO CALCULATE GREASE WASTEPLUMBING FIXTUREDRAINAGEFIXTURE UNITSNUMBER OFFIXTURESDFUSFLOOR SINK (FS-1)4312TRENCH DRAIN (TD-1)428HAND SINK (HS-1)236MOP SINK313TOTAL DRAINAGE FIXTURE UNITS29DFU'S (1)8INTERCEPTOR VOLUME (2)500 GALLONS21 (3)3590 (3)TABLE 10-3GRAVITY GREASE INTERCEPTOR SIZING750 GALLONS1,000 GALLONS1,250 GALLONSMIN. OF 1500 GALLON GRAVITY TRAP REQUIREDBY JURISDICTION.(E)4"GW(E)4"SANFD-17LAV-1WC-12-COMPSINKFCO1/4"/FT1/4"/FT SAN GWTD-1FS-14FS-14HS-1HS-1HS-1GW122TD-1FS-1443-COMPSINK3FS-1456689MSB-1
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