By International Code Council
With an emphasis on layout and set up for maximum functionality, the 2009 foreign Plumbing Code units forth tested requisites for plumbing platforms. this significant reference advisor contains provisions for furnishings, piping, fittings, and units, in addition to layout and deploy tools for water offer, sanitary drainage, and typhoon drainage. New to the 2009 variation of the code is the inclusion of the 2009 foreign deepest Sewage Disposal Code, a better half advisor that provides extra provisions for the layout, install, and inspection of personal sewage disposal platforms. utilizing either prescriptive- and performance-related requisites, this code offers accomplished minimal laws for numerous plumbing amenities, facilitating the layout and reputation of latest and leading edge items, fabrics, and structures.
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Additional info for 2009 International Plumbing Code: Softcover Version
79 rad) for pipe sizes 4 inches (102 mm) and larger. 7 Anchorage. Anchorage shall be provided to restrain drainage piping from axial movement. 1 Location. For pipe sizes greater than 4 inches (102 mm), restraints shall be provided for drain pipes at all changes in direction and at all changes in diameter greater than two pipe sizes. Braces, blocks, rodding and other suitable methods as specified by the coupling manufacturer shall be utilized. 8 Expansion joint fittings. Expansion joint fittings shall be used only where necessary to provide for expansion and contraction of the pipes.
2 Breakage. Pipes passing through or under walls shall be protected from breakage. 3 Stress and strain. Piping in a plumbing system shall be installed so as to prevent strains and stresses that exceed the structural strength of the pipe. Where necessary, provisions shall be made to protect piping from damage resulting from expansion, contraction and structural settlement. 4 Sleeves. Annular spaces between sleeves and pipes shall be filled or tightly caulked in an approved manner. Annular spaces between sleeves and pipes in fire-resistance-rated assemblies shall be filled or tightly caulked in accordance with the International Building Code.
The concrete foundation shall be bedded with sand tamped into place so as to provide uniform load-bearing support for the pipe between joints. 3 Backfilling. Backfill shall be free from discarded construction material and debris. Loose earth free from rocks, broken concrete and frozen chunks shall be placed in the trench in 6-inch (152 mm) layers and tamped in place until the crown of the pipe is covered by 12 inches (305 mm) of tamped earth. The backfill under and beside the pipe shall be compacted for pipe support.