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NOTES <br />1— EACH UNIT SHALL BE DESIGNED BY A REGISTERED CIVIL ENGINEER & <br />APPROVED BY THE CITY ENGINEER <br />2— COVERS SHALL BE STEEL AND GAS TIGHT <br />3— REIFORCEMENT SHALL BE ADEQUATE FOR TRAFFIC CONDITIONS IN <br />AREA WHERE TRAP IS LOCATED <br />4— CONCRETE SHALL BE 3,000 P.S.I. MINIMUM AT 28 DAYS <br />5— ALL WASTE SHALL ENTER TRAP THROUGH INLET PIPE ONLY <br />6— RESTROOM WASTE SHALL NOT FLOW THROUGH TRAP <br />GREASE INTERCEPTOR <br />1" MIN, AIR GAP FOR <br />CONDENSATES, / <br />OTHERWISE 4" <br />FLOOR SINK <br />24 GA, S/M <br />FLASHING WITH <br />DRAW BAND TOP <br />PIPE 0 <br />FLUE <br />12"X12" FLOOR <br />SINK <br />PIPE SINK OR EQUIPMENT <br />FIN. FLOOR <br />ROOF PENETRATION <br />TO WASTE & VENT <br />SYSTEM <br />SCALE: NOT TO SCALE <br />24 GA. S/M <br />COUNTER FLASHING <br />FINISHED ROOF <br />SCALE: NOT TO SCALE <br />PERMASEAL <br />WATER PROOFING <br />COMPOUND <br />"SEMCO" SEAMLESS LEE <br />FLASHING #1100-8 OR <br />#1100-4 W/ 8" SKIRT <br />AND STEEL VARIABLE <br />PITCH BOOT ` <br />TRAFFIC SLAB, <br />IERE OCCURS <br />" DIA. REINF. <br />NC.PIPE TYP. <br />UGH POUR <br />NCRETE <br />_ANOUT <br />VENT <br />SET GREASE TRAP 1N <br />MINIMUM 6" OF SAND <br />SOIL BELOW GREASE TRAP <br />TO BE ENGINEERED FILL <br />WITH 95% COMPACTION. <br />SCALE: NOT TO SCALE <br />"SEMCO" #1100R FLASHING <br />TURNED IN ON CAST IRON <br />VENTS 3" & LARGER ONLY. <br />EXTEND WHERE READ <br />-��_ TO CLEAR FRESH AIR <br />INTAKES, ETC. <br />"SEMCO" CAULK TYPE <br />__--"SEMCO" <br />FLASHING <br />SLEEVE FOR CAST IRON <br />VENTS AND THREADED <br />OR CAULK TYPE FOR <br />ALL STEEL VENTS <br />SET SKIRT OVER ROOF FELT <br />VENT PIPE <br />NOTE: <br />"EACH VENT PIPE SHALL EXTEND THROUGH ITS FLASHING AND TERMINATE VERTICALLY <br />NOT LESS THAN SIX INCHES ABOVE ROOF NOR LESS THAN ONE FOOT FROM ANY <br />VERTICAL SURFACE (CPC 708.0) <br />VENT PIPE FLASHING <br />SCALE: NOT TO SCALE <br />GREASE INTERCEPTOR SIZING CALCULATION <br />FIXTURES NO. UNITS x DFU'S TOTAL DFU'S <br />FLOOR 2 x 2 _ 4 <br />TRIPLE SINK (FLOOR SINK) 1 x 2 = 2 <br />SERVICE 1 x 3 _ 3 <br />FLOOR SINK 1 x 2 _ 2 <br />TOTAL. = 11 <br />PER TABLE 1014.3.6 OF THE 2016 CPC THE REQUIRED SIZE OF THE GREASE <br />INTERCEPTOR SHALL BE 750 GALLONS <br />WATER HEATER CALCULATION <br />FIXTURES <br />NO. OF UNITS X <br />GPM = <br />TOTAL GPM <br />LAVATORY <br />1 X <br />.4 <br />.4 <br />POT FILLER <br />1 X <br />1.125 <br />1.125 <br />HAND SINK <br />1 X <br />1.125 <br />1.125 <br />MOP SINK <br />1 X <br />2.25 <br />2.25 <br />3—COMP, SINK <br />1 X <br />1.125 <br />1.125 <br />TOTAL <br />A.G. <br />• <br />6.025 GPM <br />GAS TANKLESS WATER HEATER: RINNAI C199i — 199,000 BTUH <br />6.2 GPM Q 60 DEGREES RISE <br />PROVIDE (1) TANKLESS WATER HEATERS FOR A TOTAL OF 6.2 GPM <br />E <br />F1 IN �" <br />/orr10114, <br />► <br />4wrrrr <br />nrri%�rrr■ <br />�rrr\Irrr�\ <br />�ursorrr <br />r�&&w <br />g <br />!III IN <br />•�' <br />SECTIQN <br />FLOOR CLEANOUT <br />WALL <br />PLUG( <br />W/ CI <br />1/8„ <br />WALL CLEANOUT <br />ADJUSTABLE LEVEL <br />CONTROL <br />MEMBRANE <br />SEE SPECIFICATIONS <br />FOR ADDITIONAL <br />INFORMATION <br />CAST IRON <br />RISER <br />SCALE. NOT TO SCALE <br />Y EXTEND AS A <br />STE OR VENT <br />ROME WALLCOVER <br />SCREW <br />)OR LINE <br />--ANCE OF PIPING <br />SAME AS CLEANOUT TO GRADE <br />SCALE: NOT TO SCALE <br />PIPE MATERIAL SCHEDULE <br />A.G. = ABOVE GRADE <br />B.G. = BELOW GRADE <br />9���� <br />1.74 <br />�4,� <br />P�`\C, <br />p�tiP <br />4 Q <br />SERVICES QP �,�' REMARKS <br />WATER <br />A.G. <br />— — <br />3/4" <br />• <br />12.00 <br />PSI. <br />5. TOTAL PRESSURE LOSS . . . (add lines 2 thru 4) . . <br />16.74 <br />B.G. <br />6. PRESSURE REQUIRED AT HIGHEST FIXTURE . . , . . . <br />20.00 <br />• <br />7. PRESSURE AVAILABLE FOR FRICTION LOSS . . . . . , . <br />23.26 <br />PSI. <br />WASTE <br />A.G. <br />• <br />8. TOTAL DEVELOPED LENGTH OF RUN . . . . . . . . . <br />200 <br />ft. <br />FRICTION OSS CALCULATION <br />B.G. <br />• <br />From line 8 200 } ft. <br />VENT <br />A.G. <br />• <br />SEE WASTE PIPE <br />B.G. <br />• <br />INDIRECT <br />WASTE <br />A.G. <br />• <br />CONDENSATE DRAIN <br />B.G. <br />• <br />CONDENSATE DRAIN <br />GAS <br />A.G. <br />• <br />B.G. <br />• <br />c ° 4Q pQ <br />° ; ' / 4 ° Architecture ♦ Consulting <br />A. <br />MEMBRANE <br />WATERPROOF <br />; . a ° a a Ep ARc'�'/T <br />LEAD INTO <br />CLAMPING COLLAR a 4; �. O4 CLAMPING COLLAR v>\GEORGE. A. <br />RODRIGUEZ <br />No. C22875 <br />WATERLESS TRAP <br />REN.: MAY 31, 2019 Q <br />� <br />PRIMER ON FLOOR 9 <br />DRAIN <br />Of ' A� <br />These drawings are property of GRA Architects & Associates, Inc., and <br />are not to be reproduced, changed, copied, or reused without the <br />expressed written consent of GRA Architects & Associates, Inc. <br />FLOOR DRAIN � <br />Consultant <br />COMBUSTION AIIR INTAKE` <br />PROVIDE CONCENTRIC FLUE <br />AT ROOF PER MANUFACTURER, <br />FLASH AT ROOF LEVERL PER <br />8/P-1.0 <br />GAS FIRED INSTANTANEOUS <br />WATER HEATER. <br />UNION <br />Y—STRAINER <br />TERMPERATU <br />PRESSURE f <br />DRAIN TO E: <br />S.Q.V. <br />HOT WATER <br />TO FIXTURE <br />SCALE: NOT TO SCALE <br />EXHAUST AIR. <br />PROVIDE CONCENTRIC FLUE <br />AT ROOF PER MANUFACTURER, <br />FLASH AT ROOF LEVERL PER <br />8/P-1.0 <br />MOUNT TO WALL <br />PER MANUFACTURERS <br />INSTRUCTIONS. <br />TANKLESS WATER HEATER <br />UNION <br />GAS SHUTOFF VALVE <br />DIRT LEG <br />CONDENSATE DRAIN <br />DRAIN TO FLOOR SINK <br />COLD WATER SUPPLY <br />CHECK VALVE <br />S.O.V. <br />EXPANSION TANK <br />SCALE: NOT TO SCALE <br />PLUMBING APPENDIX A CALCULATION I <br />DESIGN REQUIREMENTS <br />THE FOLLOWING IS FOR COMMERCIAL USE OF BUILDING <br />1, PRESSURE AVAILABLE AT STREET MAIN . . <br />60.00 <br />PSI. <br />2. PRESSURE LOSS DUE TO HEIGHT 4 Ft. x 0.434. <br />1.74 <br />PSI. <br />3. PRESSURE LOSS THRU METER . . . . . . . . . . <br />3.00 <br />PSI. <br />4. PRESSURE LOSS DUE THRU OTHER DEVICES . . . . . . <br />— — <br />3/4" <br />(i.e. Water Softner, Backflow Preventer) . . . . . <br />12.00 <br />PSI. <br />5. TOTAL PRESSURE LOSS . . . (add lines 2 thru 4) . . <br />16.74 <br />PSI. <br />6. PRESSURE REQUIRED AT HIGHEST FIXTURE . . , . . . <br />20.00 <br />PSI. <br />7. PRESSURE AVAILABLE FOR FRICTION LOSS . . . . . , . <br />23.26 <br />PSI. <br />(Subtract linies 5 & 6 from line 1) . . . . . . . . . . . . <br />116 <br />2 1/2" <br />8. TOTAL DEVELOPED LENGTH OF RUN . . . . . . . . . <br />200 <br />ft. <br />FRICTION OSS CALCULATION <br />From line 7 23.26 PSI x 100 — 11.63 / 10p ft. <br />From line 8 200 } ft. <br />DOMESTIC COLD WATER SIZING CHART <br />F U <br />PIPE SIZE <br />F. T. <br />F. V. <br />1/2" <br />3 <br />— — <br />3/4" <br />10 <br />— — <br />1" <br />19 <br />-- <br />1 1/4" <br />54 <br />13 <br />1 1/2" <br />90 <br />30 <br />2" <br />236 <br />116 <br />2 1/2" <br />431 <br />295 <br />THE SIZING CHART IS BASED ON <br />THE 2013 CPC APPENDIX 'A' <br />WITH A p P OF 10.0 PSI PER 100 FT <br />w/ MAXIMUM VELOCITY OF 8ft/SEC. <br />DOMESTIC HOT WATER SIZING CHART <br />F,U, <br />PIPE SIZE <br />F. T. <br />F. V. <br />1/21' <br />3 <br />— — <br />3/4" <br />8 <br />-- <br />1" <br />18 <br />-- <br />1 1/4" <br />28 <br />— — <br />1 1/2" <br />46 <br />10 <br />2" <br />111 <br />39 <br />2 1/2" <br />236 <br />116 <br />THE SIZING CHART IS BASED ON <br />THE 2013 GPC APPENDIX 'A' <br />WITH A A P OF 10.0 PSI PER 100 FT <br />w/ MAXIMUM VELOCITY OF 5ft/SEC. <br />Project For <br />Rasil G, Inc. <br />1331 S. Wilson Way <br />Stockton,.' CA 95205 <br />Phone: (209)688-8545 <br />Protect <br />Taqueria EI Grullense <br />New Site Development <br />1328 S. Hunter St. <br />Stockton, CA 95206 <br />sheetcontents <br />Plumbing Schedules & <br />Details <br />DRAWING STATUS I DATE <br />ISSUED 1 08-08-18 <br />BUILDING PERMIT NO.: TBD <br />DRAWN BY: NEO KLAYBO <br />CHECKED BY: GRA <br />SCALE: AS NOTED <br />PROJECT NO.: TEG -21801018 <br />SHEET: <br />P-1.0 <br />