This section is from the book "Questions And Answers On The Practice And Theory Of Sanitary Plumbing", by R. M. Starbuck. Also available from Amazon: Questions and Answers on the Practice and Theory of Sanitary Plumbing.
Different cities establish their own weights. The following is a list of weights that are desirable.
Supply. | Waste. | ||
1/2 in. | 2 lbs. | I in. | 2 lbs. |
5/8 in. | 2 1/2 lbs. | 1 1/4 in. | 2 1/2 lbs. |
3/4 in. | 3 lbs. | 1 1/2 in. | 3 lbs. |
2 in. | 3 1/2 lbs. | ||
By means of a brass ferrule wiped on to the lead pipe and caulked into the cast iron pipe.
By means of brass solder nipples which screw into the wrought iron pipe and are wiped on to the lead pipe.
By means of cast iron tapped fittings into which the wrought iron pipe may be screwed.
By means of wrought iron hangers attached to timbers overhead.
This practice differs. The following is a safe rule to follow: For 4- and 5-inch pipe, 1 1/2-inch rod; 2- and 3-inch pipe, 3/8-inch rod.
On horizontal lines each length of five feet should be supported by a hanger, and on vertical lines the pipe should be firmly supported on every floor.
It should rest on a firm bed of brick or stone.
The waste flowing in through a T would strike the opposite side in such a way as to set back in the main each time, leaving a deposit that would finally produce a stoppage.
Y branches should always be used.
Through a Y branch and one-eighth bend.
The use of all bends is admissable in changing the direction of pipe, with the exception of the quarter Soil Pipe and Drainage.
bend. Where the change in direction is a right angle, a Y branch and one-eighth bend should be used.
For the same reason that Ts are prohibited, they being more apt to cause stoppage than the Y and one-eighth bend connections.
 
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