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WORK PLANS
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EHD Program Facility Records by Street Name
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PORTOLA
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1600 - Food Program
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PR0547996
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Entry Properties
Last modified
5/14/2025 1:00:55 PM
Creation date
4/20/2023 1:24:31 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
1600 - Food Program
File Section
WORK PLANS
RECORD_ID
PR0547996
PE
1613 - FOOD EST 501-1000 SQ FT W/O SEATING
FACILITY_ID
FA0027374
FACILITY_NAME
FORK IT
STREET_NUMBER
2337
STREET_NAME
PORTOLA
STREET_TYPE
AVE
City
STOCKTON
Zip
95209
CURRENT_STATUS
Active, billable
QC Status
Approved
Scanner
SJGOV\jcastaneda
Supplemental fields
Site Address
2337 PORTOLA AVE STOCKTON 95209
Tags
EHD - Public
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NOTE! GRA <br /> PLUMB. CONTRACTOR TO CONFIRM W/PG&E TANKLESS GAS WATER HEATER: <br /> THAT EXIST. GAS METER CAN HANDLE A PROVIDE 2" COMBUSTION AIR&2" FLUE PIPES UP TO CONCENTRIC ArchitectsHANDLE A TOTAL GAS LOAD OF 600mbh FLUE THRU ROOF. PLUMBING CONTRACTOR TO VERIFY ALL <br /> REQUIRED CLEARANCES ARE MET AND INSTALL PER MANUFACTURERS <br /> INSTALLATION INSTRUCTIONS; SPILL T&P& 314" CD TO CORNEER OF <br /> MOP SINK Associates, Inc. <br /> EXIST. GAS MAIN/ ...... <rnaukbaram••- ............ <br /> TIE INTO EXIST.VTR, , .. .......::.:::::..... <br /> }Y:.:.gsy.tsy.�S.•:;..::.ii:i�z�tiA;:::y i'db_U„2S',4:_......:... ::::_ .w ._10W.......:-...v...iiiivi3:P:iii:�''i:{:iihi:9y:.4:17;F}:%!:]F;.:.::='.1::._::i is <br /> METER, PSI VERIFY LOCATION CORT TOWER <br /> DISCHARGE <br /> GEPRESSEJRE - PLUMBING PLAN LEGEND <br /> 0 <br /> 14t, _ 343 E. Main St., Suite 721 <br /> — — — cw COLD WATER LINE EPI 9 it Stockton, CA 95202 <br /> 14„ _ 12 o DIA ACCESSIBLE FIXTURE HV �� <br /> /� Phone: (209) 462-8410 <br /> i GAS GAS(19�KNA5 IC'1�v ��� CW •• EXIST. EXISTING FIXTURE, ACCESSORY, OR ITEM g./ r EXIST.. DIA Email: GRA22875@gmail.com <br /> �I 3,Cw 5/ ti LAV. EXIST, DIA FIELD VERIFY <br /> = 11 a UFIELD F.C.O. FLOOR CLEAN-OUT, SEE 5/P1.0 NEW �j/ 1 W.C. <br /> LOCATION <br /> N 1 I LOCATION <br /> P.O.G. __ ___ S.S. Architecture ♦ Consulting <br /> LOCATION � EXIST. " S.S. � .... � EXIST. <br /> - - <br /> F.D. FLOOR DRAIN, SEE 3/P1.p <br /> EXIST. CW MAIN EXIST. MAIN "`Jx cr�I 1 Ali <br /> 2, CW F.S. FLOOR SINK, SEE 7/P1.0 ��...I S� <br /> I <br /> TN�. 10 U I g HV HORIZONTAL VENT PIPING �'g y v GEORGE A. n� <br /> 14 I 10I �-'� RODRIGUEZ <br /> a HW I HW HOT WATER LINE O NEW I <br /> SOLENOID VALVE TO BE P.O.C.j _ 175 <br /> �" HV RENO MAY 318 023 Q <br /> INTERLOCKED WI HOOD FIRE I LAV. LAVATORY @+34"MAX. A. TO TOP OF RIM NEW 0 I ] J` <br /> SUPPRESSION SYSTEM I _ - <br /> - F.D. I ;z <br /> P.O.0 NEW POINT OF CONNECTION I PN Of C P, <br /> I , S.S. SANITARY SEWER PIPING; MIN. SLOPE TO BE 114":12" TIE INTO EXIST. VTR' These drawings are property of GRA Architects & Associates, Inc., and <br /> 1(54K) I RELOCATE VERIFY LOCATION are not to be reproduced, changed, copied, or reused without the <br /> EXIST. F.S. I expressed written consent of GRA Architects & Associates, Inc. <br /> 1 ji I VTR VENT THRU ROOF, SEE 8/P1.0 I I NEW 50#ABOVE SLAB GREASE <br /> a { �0I I I 1> INTERCEPTOR W/FLOW CONTROL <br /> 18W.C. WATER CLOSET I �N FITTING VENTED, SPILL 2" S.S. TO Consultant <br /> (105N) ! NEW I RELOCATED FLOOR SINK <br /> 1 I I V_ W.C.O. WALL CLEAN-OUT, SEE 6/P1.0 <br /> P.O.C.j�)2 � <br /> M RELQCATEQ <br /> I = I S. . <br /> 20 -i- I H -i- v�I (N)2" F.S. <br /> (90K) -i- <br /> 4° C i l <br /> —I— x <br /> 21 w I 6 <br /> (136�) <br /> — - (40'91.) <br /> FLOOR PLAN NOTES EXIST. <br /> 1. PER CALIFORNIA ENERGY CODE SECTION 110.3, F.S. Project For <br /> HOT WATER DELIVERED FROM PUBLIC USE LAVATORIES Isaac Victoria, Proprietor <br /> SHALL BE LIMITED TO A TEMPERATURE OF 110°F. THE <br /> WATER HEATER THERMOSTAT SHALL NOT BE CONSIDERED Phone: (209) 922-1041 <br /> A CONTROL FOR MEETING THIS PROVISION, THEREFORE <br /> ALL PUBLIC USE LAVATORIES SHALL HAVE FAUCETS <br /> WITH INTERNAL TEMPERATURE LIMIT STOPS. <br /> 2, HAND SINK SHALL BE OPERABLE WITH ONE HAND & <br /> SHALL NOT REQUIRE GRASPING, PINCHING, OR <br /> TWISTING OF THE WRIST. LAVATORIES SHALL BE EITHER <br /> LEVER-OPERATED, PUSH TYPE ELECTRONICALLY, OR <br /> SIMILAR. WHEN LEVER-OPERATED OR PUSH TYPE IS <br /> USED, THE FORCE TO ACTIVATE SHALL NOT REQUIRE <br /> MORE THAN 5 LBS. Project <br /> 3. VENTING SHALL BE IN ACCORDANCE W/ONE OF THE <br /> MA APPNT AIN PROPER C EARA CED METHODS IES OF VENT PHED IN CPC P NG THRU APTER 9. "Fork It" Takeout <br /> _ ROOF FROM ADJACENT MECH. AIR INTAKE VENTS. Tenant Improvements <br /> 4. HOT WATER LINES SHALL BE PROVIDED WITH INSULATION. r <br /> 2337 POi l�Ia Ave. <br /> 1/2"THRU 314" REQUIRES 1" INSULATION AND 1"AND <br /> AND LARGER REQUIRES 1-112" INSULATION, Stockton, CA 95209 <br /> 5. PLUMBING CONTRACTOR TO COORDINATE WITH <br /> NOTE! MECHANICAL CONTRACTOR AND ELECTRICAL <br /> FOR EA. EQUIP., PROVIDE GAS CONTRACTOR TO ELIMINATE ANY SPACE CONFLICTS. <br /> SIZE AS INDICATED W/GAS <br /> COCK& FLEXIBLE CONNECTION 6. PLUMBING FIXTURE CONNECTION SIZES ARE PER SCHEDULE <br /> ON SHEET P1.0. <br /> 7. SAW-CUT SLAB TO INSTALL NEW SANITARY SEWER sheet Contents <br /> REFERENCE LINES W/2% MIN SLOPE. REPAIR SLAB PER 111AD1.0 REFERENCE .Waste Vent Plan, Water & <br /> NORTH NORTH .CX <br /> WATER & GAS PIPING PLANVENTWASTE & <br /> Gas Piping Plan <br /> SCALE: 114" = V-0" <br /> SCALE: 114" = 1'-0" <br /> MIN. 18" LONG#4 DOWELS @ <br /> 48" O.C. ALONG THE LENGTH <br /> OF THE REPAIR W16" MIN. <br /> EPDXY EMBEDMENT INTO MATCH EXIST. SLAB THICKNESS& DRAWING STATUS DATE <br /> EXIST. SLAB; STAGGER DOWEL INSTALL(2)#4 CONT. BARS <br /> ON EA. SIDE OF THE REPAIR <br /> 24" ISSUED 09-18-21 <br /> 6" MIN. EXIST, CONC. SLAB <br /> e- F I <br /> I. • d 4 <br /> a '+ <br /> BACkFILL <br /> BUILDING PERMIT NO.: TBD <br /> DRAWN BY: NEO KLAYBO <br /> CHECKED BY: GRA <br /> NOTE! SCALE: AS NOTED <br /> REPLACEMENT SLAB SHALL <br /> BE 2500 PSI CONC. WI <br /> PROJECT NO.: CIS-22106148 <br /> GRADE 40 REBAR <br /> SHEET: <br /> SLAB REPAIR 1 P2 . 0 <br /> SCALE: 1 112"= V-0" P2.0 <br />
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