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23XX <br />26575 Ruether Ave 2nd floor <br />CH <br />A <br />R <br />C <br />Santa Clarita, CA 91350 <br />661.383.2352 - 818.919.2248 <br />120 V. 1Ø 60HZ <br />7 DAY TIME SWITCH PARAGON <br />4 PST SWITCH & TIME CONTROL <br />MODEL #7007-00 <br />E <br />PUMP START/STOP AQUASTAT <br />SETTINGS (DEGREE F): <br />PUMP# START STOP <br />CP-1 110 120 <br />PUMP CONTROL MODULE WITH DRY <br />CONTACT THAT NEEDS TO SEE CLOSURE <br />FOR PUMP TO START. <br />CP-1 <br />120v. 1Ø 60HZ <br />FLOOR SLAB <br />NOTE <br />OF TRAP PRIMER VALVE. <br />IN PLUMBING WALL FOR SERVICING <br />PROVIDE 12x12 ACCESS PANEL <br />COLD WATER MAIN <br />1/2" <br />SUPPLY TO <br />FREQUENTLY <br />USED FIXTURE <br />CONNECT TO FLOOR DRAIN <br />PROVIDED WITH 1/2" PRIMER TAP <br />1/2" SOFT COPPER <br />UNION <br />TRAP PRIMER VALVE <br />(IN WALL BEHIND <br />ACCESS PANEL) <br />TP-1 <br />FS / FD <br />9 <br />P-6.1 <br />FURNISHED AND INSTALLED BY PLUMBER WIRED <br />BY ELECTRICAL CONTRACTOR. <br />FURNISHED AND INTALLED <br />BY ELECTRICAL CONTRACTOR. <br />ALL WIRING BY ELECTRICAL CONTRACTOR. <br />LOCKING NUT <br />PIPE <br />CLEVIS HANGER <br />SUPPORT NUT <br />HEAVY DUTY <br />HANGER ROD <br />PIPE <br />INSULATION <br />8" LONG MINIMUM <br />SHEET STEEL SADDLE <br />16 GA. ZINC COATED <br />HEAVY DUTY <br />CLEVIS HANGER <br />VAPOR BARRIER <br />HANGER ROD <br />LOCKING NUT <br />SUPPORT NUT <br />+24" A.F.F. <br />ESCUTCHEON <br />BALL <br />VALVE <br />PLATED <br />CHROME <br />WATER SUPPLY <br />LINE <br />SILICONE CAULK <br />AROUND WALL <br />PENETRATION <br /> EARED 90 %% <br />1X BLOCKING <br />5/8" GYP. BD. <br />STUD WALL <br />EQUIPMENT BY <br />OWNER (VERIFY <br />EXACT LOCATION) <br />SIZE OF FLARE <br />OR THREADED <br />CONNECTION <br />FLEX CONN. BY <br />P.C. UNLESS <br />NOTED OTHERWISE VARIES <br />PIPE <br />SLAB <br />PIPE RISER CLAMP <br />TYPE GR SPONGE <br />SIDE VIEW SECTION <br />ISOLATION MATERIAL <br />RESILIENT <br />CHROME OR PLASTIC ESCUTCHEON (AT <br />TOILET & LAV'S USE TYPE "IGR" ISOLATED <br />ESCUTCHEON) <br />PARTITION PENETRATION <br />ISOLATING PIPE CLAMP <br />DRYWALL <br />STUD <br />ISOLATING PIPE CLAMP <br />ATTACHMENT TO STUDS <br />ACOUSTICAL <br />SEALANT <br />MATERIAL <br />TOP VIEW <br />ACOUSTO-CLAMP HIGH EAR <br />FRONT VIEW SIDE VIEW <br />ACOUSTO-CLAMP <br />FRONT VIEW <br />TYPE AC ISOLATOR <br />CLEVIS HANGER SINGLE HORIZONTAL <br />RUNS NO VAPOR BARRIER INSULATION <br />CLEVIS HANGER SINGLE HORIZONTAL <br />RUNS WITH VAPOR BARRIER INSULATION <br />(Tons)DRAIN SIZE <br />Up to 20 <br />21-40 <br />41-90 1 1/4" <br />3/4" <br />1" <br />TABLE 8-2 (CPC 2007) <br />EQUIPMENT <br />CAPACITY MIN. PIPE <br />91-125 <br />126-250 2" <br />MIN. <br />3" <br />6" <br />DIELECTRIC UNION <br />A/C UNIT <br />NOTE: <br />TRAP <br />1 1/2" <br />OVERFLOW DRAIN PAN BY <br />MECHANICAL <br />SUB-CONTRACTOR <br />ALL INTERIOR CONDENSATE DRAIN PIPING <br />SHALL BE INSULATED. <br />TYPE 'DWV' COPPER TUBING WITH <br />WROUGHT COPPER FITTING <br />SLOPE TO <br />APPROVED <br />RECEPTOR <br />DRAIN LINE SHALL BE AT <br />LEAST THE SAME SIZE AS THE <br />NIPPLE ON THE UNIT. <br />INSIDE OUTSIDE <br />2432-03 RISER-3" <br />2432-06 RISER-6" <br />2432-12 RISER-12" <br />AS REQUIRED <br />SAMPLE BOX WEIGHT: 1,250 LBS. <br />BOX DESIGN LOAD: H-20 TRAFFIC <br />SAMPLE BOX MUST BE PLACED ON SUITABLE BASE OF COMPACTED SOIL OR UNDISTURBED EARTH IN TRAFFIC <br />CONDITION. <br />FOR COMPLETE DESIGN AND PRODUCT INFORMATION CONTACT JENSEN PRECAST. <br />VARIABLE <br />ELEVATION <br />SECTION <br />PLAN VIEW <br />COVERS AND RISERS <br />REMOVED PIPE CONNECTOR <br />(Z-LOK) <br />DETAIL <br />PIPE CONNECTOR CAST INTEGRALLY IN WALL. <br />PIPE O.D. (INCHES) <br /> 4.25" MINIMUM TO 6.25" MAXIMUM <br />SEE Z-LOK PIPE CONNECTOR PAGE FOR <br />ADDITIONAL INFORMATION <br />CONNECTOR SHOWN <br />WITH PIPE INSTALLED <br />32" <br />DIA. <br />17" <br />32" <br />VARIABLE <br />VARIABLE <br />36-1/2" <br />MINIMUM <br />SEE CONNECTOR <br />DETAIL <br />COMPACTED FILL OR <br />UNDISTURBED EARTH <br />12" <br />MODEL 2432Z-1 <br />24" DIA. SAMPLE BOX <br />WITH PIPE CONNECTORS <br />STRAIGHT THROUGH <br />MAIN IW WASTE <br />SIDE ENTRANCE TO MAIN <br />SEWER ONLY <br />2 PIPE Ø'S MIN. LENGTH <br />SIZE PER DRAWINGS <br />DEEP SEAL P-TRAP <br />SS TAILPIECE <br />SIZE PER <br />DRAWINGS <br />MOTOR RATED <br />MAINTENANCE <br />TOGGLE SWITCH. <br />2" <br />WASTE LEG <br />WASTE <br />SLOPE <br /> SINK <br />HALF WALL <br />FLOOR <br />CEILING <br />NOTE: <br />1. INCREASE TO 2" IF LENGTH EXCEEDS 20-FEET HORIZONTAL OR 60-FEET TOTAL DEVELOPED LENGTH PRIOR TO TIE-IN. <br />2. WHERE BACK-SPLASH COUNTER SPACE IS AVAILABLE, THE VENT LOOP SHALL PROJECT INTO THE SPACE AS HIGH AS <br /> POSSIBLE. <br />3. FOR PIPE SIZES & CONTINUATION REFER TO DRAWINGS. <br />4. FOR UNDERGROUND INSTALLATION PIPE SHALL BE TREATED AS REQUIRED BY CODE. <br />90º ELBOW L.R. <br />(OR EQUIVALENT ONE <br />PIECE FITTING) <br />NEAREST <br />WALL <br />1 1/2" <br />P-TRAP <br />1 1/2" VENT, <br />NOTE #1 <br />PLUMBING CODE MANUAL NO. 909.0 <br />SPECIAL VENTING FOR ISLAND FIXTURES <br />NOTE: RAISE RETURN VENT AS HIGH AS POSSIBLE UNDER THE DRAIN BOARD <br />45º ELBOW(OR EQUIVALENT ONE <br />PIECE FITTING) <br />2" VENT UP <br />IN WALL <br />2" CLEANOUT <br />2" VTR <br />2" WASTE @ 1/4" SLOPE <br />2" FOOT VENT @ 1/4" SLOPE <br />2" PIPE <br />2" CLEANOUT <br />LAVATORY OR <br />SINK <br />SLIP-JOINT FITTING. BY <br />PLUMBING CONTRACTOR <br />CONDENSATE <br />DRAIN DOWN <br />IN WALL. SEE <br />PLANS FOR <br />SIZE. <br />ESCUTCHEON <br />PLATE <br />VENT <br />WALL <br />WASTE <br />CLEANOUT <br />PLUG <br />FINISHED <br />FLOOR <br />TRAP <br />MEMBRANE CLAMP <br />FLOOR SLAB ON GRADE <br />PROVIDE ROUND SECURED NICKEL BRONZE ADJUSTABLE TOP WITH "CO" CAST IN COVER. PROVIDE <br />CLEANOUT TOP WITH VARIATIONS SUITABLE FOR FLOOR COVERING (CARPET MARKER, RECESSED <br />FOR TILE, SCORIATED FOR UNFINISHED FLOORS). PROVIDE PLASTIC PLUG IN CAST IRON BODY. <br />CLEAN THE TOP OF EXPOSED FCO AFTER INSTALLATION. <br />AS REQUIRED FOR <br />DEPTH OF SEWER <br />WASTE PIPE <br />BELOW FLOOR. <br />SANITARY OR STORM <br />SEWER LINE <br />SAME SIZE AS SEWER UP <br />TO 4" MAXIMUM. <br />LONG SWEEP ELBOW AT <br />END OR TURN OF RUN. <br />COMBINATION WYE AND <br />EIGHTH BEND IN RUN. <br />ENTER TOP OF PIPE. <br />TWO-WAY CLEANOUT FOR <br />LOCATION, SEE DWG <br />DIRECTION OF FLOW <br />NOTE: <br />1.LOCATE AT BUILDING EXIT, AT ENDS OF RUNS, AT TURNS OF PIPE GREATER THAN 45 DEGREES, <br /> AT 50' INTERVALS ON STRAIGHT RUNS, AND WHERE SHOWN ON PLANS. <br />2.PROVIDE BACKFILL PER ARCHITECTURAL SPECIFICATIONS. <br />3.LOCATE CLEANOUTS WHERE THERE IS 18" CLEAR AROUND. <br />4.CONSULT LOCAL CODES FOR OTHER FCO REQUIREMENTS. <br />CLAMP w/ BOLT & <br />NUT ASSEMBLY <br />LENGTH IS 2 FEET. <br />ING COLLAR AND <br />SEEPAGE PAN. <br />TWO PERCENT. <br />MAXIMUM 5' ON 2" <br />SLOPE WASTE AT <br />WASTE OR 6' ON 3". <br />OTHER VENTING METHODS MAY BE USED IF APPROVED BY LOCAL CODE. <br />MAXIMUM TAILPIECE <br />MEMBRANE CLAMP-REDUCING TRAP <br />PROVIDE TRAP PRIMER <br />MAXIMUM 15' WHERE <br />ENLARGED WASTE <br />LINE IS USED AS A <br />COMBINATION WASTE <br />AND VENT SYSTEM. <br />NOTE: <br />1.LOCATE FLOOR DRAIN/SINK WHERE SHOWN ON DIMENSIONED ARCHITECTURAL PLAN. IF FLOOR STRUCTURE INTERFERES WITH <br />FLOOR SINK, MOVE SIDEWAYS IF POSSIBLE, OTHERWISE MOVE BACK. ALWAYS LOCATE WHERE EASILY ACCESSIBLE, BUT NOT IN <br />FOOT TRAFFIC. <br />2.IF SITUATION IS FLOOR SLAB ON GRADE, PROVIDE BACKFILL PER SPECIFICATIONS. IF CONCRETE FLOOR IS NOT EXISTING, SET <br />DRAIN IN PLACE AND POUR AROUND IT, OR BLOCK OUT AND POUR IN LATER. <br />3.IF CONCRETE FLOOR IS EXISTING, SAW CUT OR CORE DRILL IT. SET DRAIN BODY IN PLACE AND POUR AROUND IT. <br />4.TOP OF THE FLOOR SINK / DRAIN TO BE SET 1" ABOVE FINISHED FLOOR, BEVEL EDGES WHERE POSSIBLE TO PREVENT <br /> TRIPPING HAZARD. [CPC 421.1] <br />5.IF SITUATION IS FLOOR NOT ON GRADE, REFER TO "FLOOR PENETRATION" DETAIL FOR VENTS. <br />6.PROVIDE TRAP PRIMER FOR FLOOR DRAINS IN RESTROOMS. <br />CONCRETE FLOOR SLAB <br />W/ 1/2" TILE ON TOP <br />TOP OF DRAIN FLUSH <br />WITH TILE <br />DESIGNER NOTE: <br />VERIFY IF FLOOR SINKS NEED TO BE <br />RAISED ABOVE FINISH FLOOR <br />1TYP. PIPE SUPPORT DETAIL <br />2COMBINATION WASTE & VENT <br />SYSTEM SCHEMATIC <br />3TYP. RISER CLAMP DETAIL <br />4FLOOR CLEAN OUT DETAIL <br />5TYP. EQUIPMENT CONNECTION <br />6SOUND ISOLATOR DETAILS <br />7CONDENSATE DRAIN TRAP <br />8CONDENSATE TO LAV/SINK <br />TAILPIECE DETAIL <br />9FLOOR SINK DETAIL <br />10TRAP PRIMER DETAIL <br />11CIRC PUMP WIRING DIAGRAM <br />12ISLAND SINK VENT DETAIL <br />14GREASE INTERCEPTOR <br />13SAMPLE BOX DETAIL <br />2" <br />USE C.I. PIPE TO <br />BRASS (TYP.) <br />APPROX. 6" ABOVE <br />OVERFLOW LEVEL. <br />CONNECT URINAL <br />TO SOIL TEES W/ <br />90° LONG TURN <br />DRAINAGE FITTING <br />(TYP.) <br />PROVIDE ACCESS PANEL <br />IN PLUMBING WALL FOR CLEAN <br />OUT AND SERVICING <br />2" VENT HDR <br />15URINAL DRAIN DETAIL <br />2000 GALLON <br />GREASE INTERCEPTORS <br />KJP2000G <br />KJZ2500G 2500 <br />2000 <br />5'-9" <br />4'-11" <br />16'-10" <br />15'-11" <br />6'-0" <br />6'-0" <br />5'-0" <br />5'-0" <br />4'-9" <br />4'-9"6' MAX. <br />10-01-03 <br />JP2000-JZ5000_Grease-W.dwg <br />2003 Jensen Precast <br />BE COMPACTED TO 90% MAXIMUM DRY DENSITY, OR TO REQUIREMENTS OF THE PROJECT <br />THE EXCAVATION SHALL BE BEDDED WITH SUITABLE GRANULAR MATERIAL AND SHALL <br />SUITABLE NATIVE OR SUB-BASE SHALL BE PREPARED TO HANDLE ANTICIPATED LOADS. <br />FOR COMPLETE DESIGN AND PRODUCT INFORMATION <br />TANK DESIGNED FOR H-20 TRAFFIC WHEEL LOAD WITH DRY SOIL CONDITIONS <br />GEOTECHNICAL ENGINEER. <br />CONTACT JENSEN PRECAST. <br />(WATER TABLE BELOW TANK). <br />'C' <br />TANK <br />HEIGHTWIDTH <br />'A' <br />OVERALL <br />LENGTH <br />'B' <br />EXCAVATIONOUTLET <br />'D' <br />INLET <br />WIDTH <br />EXCAVATION <br />MINIMUM <br />'E'LENGTH <br />MINIMUM <br />5'-11" <br />6'-9" <br />16'-11" <br />17'-10"5' MAX. <br />MAX. <br /> LIFT <br />WEIGHT <br />19,200 <br />22,700 <br />24" DIA. CAST IRON <br />FRAME AND COVER <br />WITH GASKET <br />HOLD- 420 W 17th <br />St3/7/2025