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(H) WHERE SEPARATE SEWER CONNECTIONS ARE CARRIED INTO BUILDINGS, EXCEPT STABLES AND GARAGES <br />FOR FLOOR DRAINS ONLY, SAME MUST BE VENTED WITH NOT LESS THAN A THREE INCH STACK. <br />(I) NO FLOOR DRAIN CAN BE CONNECTED WITH THE BUILDING DRAIN WITHIN A DISTANCE OF FIVE (5) FEET <br />DOWNSTREAM FROM THE BASE OF THE SOIL STACK RECEIVING THE DISCHARGE FROM ONE OR MORE WATER CLOSETS <br />WITHOUT VENTING. MAXIMUM DISTANCE ALLOWED WITHOUT VENT 20 FEET. <br />(J) ALL PUBLIC GARAGES OR FILLING STATIONS USING WASH RACKS OR DRAIN PITS IN THE SERVICING OF <br />AUTOMOBILES SHALL BE SO ARRANGED THAT THE DRAINAGE FROM THE WASH RACK OR DRAIN PIT WILL DISCHARGE <br />INTO A CATCH BASIN BUILT OF CONCRETE OR OTHER WATER -PROOF MATERIAL. <br />(K) SUCH CATCH BASINS SHALL NOT BE LESS THAN 24 INCHES SQUARE AND TWO FEET DEEP, WALLS THREE <br />INCHES OR MORE THICK AND COVERED WITH A HEAVY IRON REMOVABLE GRATING BEARING AT LEAST ONE INCH ON <br />ALL WALLS, TRAP TO BE FORMED WITH FOUR INCH BELL OUTLET BEND INVERTED AND CLEAN-OUT TO BE CAULKED INTO <br />TWO INCH OUTLET; TOP OF BEND TO BE SET NOT MORE THAN SIX INCHES BELOW SURFACE. END OF PIPE TO BE NOT <br />MORE THAN SIX INCHES FROM THE BOTTOM OF BASIN. <br />(L) SMALL CAST IRON SAND TRAPS MAY BE USED IN PRIVATE GARAGES. <br />(M) TRAPS TO CATCH BASINS LOCATED ON THE INSIDE OF ANY BUILDING MUST BE VENTED. <br />(N) PLUMBING CLEAN -OUTS: CLEAN -OUTS SHALL BE INSERTED IN MAIN DRAINS WITHIN FIFTEEN FEET AFTER <br />ENTERING BUILDING EXCEPT IN CASES WHERE SEWER RUNS THROUGH UNEXCAVATED PORTION OF FOUNDATION NOT <br />EXCEEDING FORTY FEET; THEN CLEAN-OUT SHALL BE INSTALLED AS NEAR AS POSSIBLE ON THE INNER SIDE OF <br />CELLAR WALL. <br />(0) CLEAN -OUTS ARE ALSO TO BE PLACED IN MAIN AND BRANCH DRAINS NOT LESS THAN FORTY FEET APART, <br />AND AT THE BASE OF EVERY STACK; EACH OF SAID CLEAN -OUTS TO BE BROUGHT TO THE LEVEL OF THE FLOOR AND <br />IN ALL CASES TO BE MADE ACCESSABLE. <br />(P) CLEAN -OUTS FOR CAST IRON PIPE TO HAVE BRASS PLUGS WITH HEX NUTS AND STANDARD THREADS, WITH <br />CAST IRON BODIES SUITABLE FOR VICTORY SOIL PIPE. STANDARD IRON PLUGS MAY BE USED IN DURHAM FITTINGS. <br />ALL CLEAN -OUTS MUST BE OF THE SAME SIZE AS PIPE IT SERVES. <br />(Q) LEAD PANS FOR SHOWER COMPARTMENTS SHALL WEIGH NOT LESS THAN 6 LBS. PER SQ. FT. (PLASTIC <br />SHOWER PANS WHICH MEET THE APPROVAL OF THE PLUMBING BOARD MAY BE USED). <br />(R) PLUMBING FIXTURE UNITS: THE FOLLOWING TABLE BASED ON THE RATE OF DISCHARGE FROM A LAVATORY <br />AS A UNIT, SHALL BE EMPLOYED TO DETERMINE FIXTURE EQUIVALENTS: <br />FIXTURE UNITS <br />1 LAVATORY OR WASH BASIN 1 <br />1 KITCHEN SINK 11 <br />1 BATH TUB 2 <br />1 LAUNDRY TRAY 3 <br />1 COMBINATION FIXTURE 3 <br />1 URINAL 3 <br />1 SHOWER BATH 3 <br />1 FLOOR DRAIN 3 <br />1 SLOP SINK 4 <br />1 WATER CLOSET 6 <br />1 BATHROOM GROUP CONSISTING OF: <br />1 WATER CLOSET, 1 LAVATORY <br />1 BATH TUB AND OVERHEAD SHOWER, OR <br />1 WATER CLOSET, 1 LAVATORY AND <br />1 SHOWER COMPARTMENT 8 <br />(S) SIZE OF BUILDING SEWERS AND DRAINS. THE MINIMUM SIZE OF CAST IRON SANITARY BUILDING SEWERS <br />AND DRAINS SHALL BE DETERMINED BY THE TOTAL NUMBER OF FIXTURE UNITS DRAINED BY THEM IN ACCORDANCE WITH <br />THE FOLLOWING TABLE OF PIPE CAPACITY. SEE TABLE ON PAGE 15 OF PLUMBING CODE. <br />(T) SINKS: SINK WASTE LINES SHALL BE NOT LESS THAN TWO INCHES IN DIAMETER UP TO FIXTURE BRANCH <br />AND SHALL NOT BE USED AS A WET VENT FOR OTHER TYPES OF FIXTURES. PROVIDED, HOWEVER, FLOOR DRAINS MAY <br />w <br />BE USED IF HORIZONTAL WASTE LINE IS INCREASED TO THREE INCHES UNDERGROUND, WITH TURN TO VERTICAL BEING <br />MADE WITH SWEEP ELL OR 1I8 BENDS, WITH FULL 3" CLEAN-OUT AT FLOOR LINE. WASHING MACHINE DRAINS TO BE <br />CONSIDERED THE SAME AS SINK. MAXIMUM LENGTH OF WET VENTS ARE LIMITED TO A DISTANCE OF 15 FOOT HORIZONTAL <br />AND 10 FOOT VERTICAL. <br />LERK <br />ADOPTED BY THE COUNCIL <br />APRIL 20, 1959 <br />AYES: MR. COLEMAN, MR. DAVIS, MR. MICHIE, <br />MR. SCRIBNER AND MR. WEINBERG. <br />NOES: NONE. <br />SIDE <br />• <br />Cl <br />�m <br />• <br />