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Page Title: Sizing Stacks and Branches
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Utilitiesman (Advanced) - Manual for electric, plumbing, water and other utilities
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Sizing the Stack

expressed  in  drainage  fixture  units,  would  be calculated  as  follows  from  table  7-2. Number  and  Type Unit Total of  Fixtures Values   Discharge 20 water closets (flush 6 120 valve) 22   lavatories   (1   1/4-inch   1 22 traps) 15 shower heads 2 30 20 urinals (wall) 4 80 2 sinks (service) 3 6 4  floor  drains  (2-inch) 3 12 270  d.f.u. After  calculating  the  total  discharge  and  deter- mining  the  slope  of  the  piping  and  the  velocity of  flow,  select  the  correct  size  of  pipe  by  using table 7-3. Assume that the cast-iron house drain to  be  installed  will  have  a  slope  of  1/4  inch  per foot. From table 7-3, the minimum size pipe for the  horizontal  sanitary  drainage  system  under discussion is 5 inches. Table  7-3  is  for  cast-iron  soil  pipe  or  gal- vanized  steel  pipe  house  drains,  house  sewers,  and waste and soil branches. When copper tubing is used,  it  may  be  one  size  smaller  than  shown  in the table. Note that the size of building drainage lines  must  never  decrease  in  the  direction  of  flow. When provision is made for the future installa- tion of fixtures, those provided for must be con- sidered  in  determining  the  required  sizes  of drainpipes.  Construction  to  provide  for  such future installation should have a plugged fitting or fittings at the stack to eliminate any dead ends. Sizing Stacks and Branches The term stack is used for the vertical line of soil or waste piping into which the soil or waste branches carry the discharge from fixtures to the house drain. A  waste stack  carries  liquid  wastes that do not contain human excrement; a soil stack carries  liquid  wastes  that  do. Most buildings do not have separate soil and waste stacks. A single stack known as the soil and waste  stack,  or  simply  the  soil  stack,  serves  to carry  both  soil  and  waste  material.  Soil  stacks  are usually  made  of  cast-iron  pipe  with  caulked  joints. They  may,  however,  be  made  of  other  materials Table 7-3.—Maximum Loads for Horizontal Drains 7-5

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