Louisiana Administrative Code
Title 51 - PUBLIC HEALTH-SANITARY CODE
Part XIV - Plumbing
Chapter 7 - Sanitary Drainage
Section XIV-709 - Joints
Current through Register Vol. 50, No. 9, September 20, 2024
A. General. This Section contains provisions applicable to joints specific to sanitary drainage piping. Provisions for those joining methods which are applicable to more than one piping system are contained in Chapter 3 of this code.
B. Caulked Joints. Caulked joints for cast-iron hub-and-spigot soil pipe shall be firmly packed with oakum or hemp and filled with molten lead not less than 1-inch (25.4 mm) deep and extending not more than 1/8 inch (3.18 mm) below rim of hub. No paint, varnish, or other coatings shall be permitted on the jointing material until after the joint has been tested and approved.
C. Joints for Plastic Pipe and Fittings. Refer to §313. H of this code for ABS and PVC joints.
D. Elastomeric Compression Gasket for Cast Iron Soil Pipe. Elastomeric compression gasketed joints for cast iron soil pipe shall comply with the following.
E. Hubless Cast Iron Soil Pipe System. Joints for hubless cast iron soil pipe shall comply with the following.
F. Borosilicate Glass Pipe. Joints for borosilicate glass pipe shall comply with the following.
G. Joints for Ductile-Iron Gravity Sewer Pipe (bell and spigot). Joints in ductile-iron gravity sewer pipe shall be of the push-on joint type using a single oil resistant gasket joint. The gasket and the annular recess in the bell end of the pipe will be designed and shaped so that the gasket is locked in place against displacement. The oil resistant gaskets shall conform to AWWA C111 or ANSI A21.11 and shall comply with the performance requirements of the standard.
AUTHORITY NOTE: Promulgated in accordance with R.S. 40:4(A)(7) and R.S. 40:5(2)(3)(7)(9)(16)(17)(20).