Ill. Admin. Code tit. 77, § 890.320 - Types of Joints
a) Caulked
joints. Caulked joints for (drain, waste and vent systems only) cast iron
hub-and-spigot pipe shall be firmly packed with oakum or hemp and filled with
molten lead at least 1 inch deep and be firmly caulked not to extend more than
1/8 inch below the rim of the hub. Paint, varnish, or other coatings shall not
be permitted on the jointing material until after a plumbing inspector has been
given the opportunity to test and approve or disapprove the joint. (See
Appendix C.Illustration A.)
b)
Threaded/Screwed Joints. Threaded joints shall conform to American National
Taper Pipe Thread, ASME B.1.20.1 (General Purpose). All burrs shall be removed;
pipe ends shall be reamed or filed to size of the bore, and all chips shall be
removed. Pipe joints compound shall be insoluble in water and
non-toxic.
c) Wiped Joints. Joints
in lead pipe or fittings, or between lead pipe fittings and brass or copper
pipe ferrules, solder nipples, or traps shall be full-wiped joints. Wiped
joints shall have exposed surface on each side of the joint at least 3/4 inch
and at least as thick as the material being joined. Wall or floor flange
lead-wiped joints shall be made by using a lead ring or flange placed behind
the joints at the wall or floor. Joints between lead pipe and cast iron, steel
or wrought iron shall be made by means of a caulking ferrule, soldering nipple
or bushing.
d) Soldered Joints. The
surface to be soldered shall be cleaned bright. The joints shall be properly
fluxed (lead free) and made with approved lead free solder conforming to ASTM
Standard B32. Joints in copper water tubing shall be made with approved cast
bronze or wrought copper pressure fittings, properly soldered together. All
solders or flux containing more than 0.2 percent lead shall bear a warning
label that states that the solder or flux is not approved for private or
potable water use as required by Section 4 of the federal Hazardous Substances
Act (15 USC 1263). Use
of this product in making joints or fittings in any private or public potable
water system is prohibited. No part of a drain, waste and vent (DWV) system
shall be joined or fitted with a solder or flux containing more than 0.2
percent lead.
e) Flared Joints.
Flared joints for plastic pipe and tubing and soft copper water tubing shall be
made with approved fittings. The tubing shall be expanded with a proper flaring
tool. (See Appendix C.Illustration B.)
f) Hot-Poured Joints. Hot-poured compound for
clay or concrete sewer pipe shall not be water absorbent and when poured
against a dry surface shall have a bond of at least 100 pounds per square inch
(psi). All surfaces of the joint shall be cleaned and dried before pouring. If
wet surfaces are unavoidable, a primer such as oil or tar shall be applied. The
compound shall not soften sufficiently to destroy effectiveness of the joint
when subjected to a temperature of 160 degrees Fahrenheit, and not be soluble
in any of the waste carried by the drainage system. Approximately 25 percent of
the joint space at the base of the socket shall be filled with jute or hemp. A
pouring collar rope or other device shall be used to hold the hot compound
during pouring. Each joint shall be poured in one operation until the joint is
filled. Joints shall not be tested until one hour after pouring.
g) Precast Joints. Precast collars shall be
formed in both the spigot and bell of the pipe in advance of use. Prior to
making joint contact, surfaces shall be cleaned. When the spigot end is
inserted in the collar, it shall bind before contacting the base of the
socket.
h) Brazed Joints. Brazed
joints shall be made by first cleaning the surface to be joined down to the
base metal, applying flux approved for brazed joints and for the filler metal
to be used, and making the joints by heating to a temperature sufficient to
melt the approved brazing filler metal on contact. (See Section
890.330(b).) An
extracted mechanical joint may be made in copper tube types K or L only for
water distribution. The joint shall be made with a mechanical extraction tool
and joined by brazing. To prevent the branch tube from being inserted beyond
the depth of the extracted joint, depth stops shall be provided. This joint
shall be for above-ground use only.
i) Cement Mortar Joints. Except for repairs,
cement mortar joints are prohibited.
j) Burned Lead (Welded). (For DWV system
only) Every burned (welded) joint shall be made so that the two or more
sections to be joined shall be uniformly fused together into one continuous
piece. The weld shall be at least as thick as the lead being joined.
k) Bituminized Fiber Pipe Joints. Joints in
bituminized fiber pipe shall be made with tapered type couplings of the same
composition as the pipe. Joints between bituminized fiber pipe and metal pipe
shall be made by means of an adaptor coupling caulked as required in subsection
(a).
l) Plastic Pipe Joints
1) Every joint in plastic piping shall be
made with approved fittings by either solvent-welded or fusion-welded
connections, compression fittings, approved insert fittings, metal clamps and
screws of corrosion-resistant material, or threaded joints. (See Appendix
A.Table A for approved pipe, fittings and solvent.)
2) Joints and Fittings in Plastic Pipe.
Potable water piping fittings and joints shall be in accordance with the
manufacturer's recommendations subject to the following: (See Appendix A.Table
A, "Approved Standards for Fittings".)
A)
Polyethylene (PE) pipe shall be installed only with compression fittings,
insert and clamp type fittings or thermal-welded joints and fittings. All
clamps shall be of corrosion-resistant material. The inside diameter (ID) of
any insert fitting shall not be less than the minimum allowable size for water
service/distribution piping. (See Appendix A.Tables D, N and O, for minimum
allowable sizes for water service/distribution piping.)
B) Polyvinyl chloride (PVC) pipe shall be
installed with solvent-welded or flanged joints only. The pipe shall not be
threaded. Transition to metallic or other piping shall be made with the use of
adaptor fittings. The fittings shall be molded from PVC. The primer and solvent
cement used shall be in accordance with the manufacturer's recommendation for
PVC piping.
C) Polybutylene (PB)
pipe shall be installed only with insert and clamp type fittings, compression
type, flanged type, or thermal-welded joints and fittings. All clamps shall be
of corrosion-resistant material. The ID of any insert fitting shall not be less
than the minimum allowable size for water service/distribution piping. (See
Appendix A.Tables D, N and O, for minimum allowable sizes for water
service/distribution piping.)
3) Joints in Plastic Drainage. Joints in
plastic drainage piping or vent piping within a building shall be solvent
welded. Threaded or flanged joints may be used with adaptor fittings. The
solvent cement shall be specific for the type of piping material listed in
Appendix A.Table A. O-ring expansion joints are acceptable if
accessible.
m) Ground
Joint Connections. Ground joint connections (when accessible) may be used on
the inlet or outlet side of a fixture trap or within the trap seal. Ground
joint connections shall not be used in any inaccessible drainage
piping.
n) No-Hub Soil Pipe Joints.
Shielded joints for no-hub cast iron soil pipe shall be made with an
elastomeric gasket covered by either a stainless steel shield secured by two or
more stainless steel bands or clamps, or covered by cast iron couplings secured
with stainless steel nuts and bolts. When a stainless steel shield is used, the
shield and clamps shall be corrosion resistant and homogeneous throughout. The
joint materials shall comply with ASTM C564 and CISPI 310 or FM 1680.
o) Compression Type Joints
1) Compression type joints for hub and spigot
cast iron soil pipe shall be made with neoprene insert gaskets in accordance
with ASTM C564. The pipe shall comply with the specifications contained in ASTM
A-74 with regard to hub and spigot dimensions and tolerances. (See Appendix
C.Illustration C.)
2) Compression
type joints for copper water tube or brass tube shall be made with brass
ferrules and ground joint connections.
p) Grooved Type Mechanical Couplings
1) Cut grooved type mechanical couplings,
fittings and valves used on standard weight galvanized steel pipe, cast iron
pipe or ductile iron pipe shall comply with the grooving dimensions of the AWWA
specifications C606, limited to water distribution piping and downspout pipe
above ground.
2) Rolled grooved
type mechanical couplings, fittings and valves used on standard weight
galvanized steel pipe or type K or L copper tubing shall comply with the
manufacturer's standard, limited to water distribution piping above ground.
Fittings, couplings, and valves shall be compatible with the pipe material.
Transition adapters shall be dielectric type.
3) Gaskets for use with potable water piping
shall be fabricated from material that is non-toxic, durable and
impervious.
q) Copper
Press Fittings. Copper press fittings for joining copper water tubing shall
have an elastomeric o-ring that forms the joint. The fitting shall be made by
pressing the socket joint under pressure in accordance with the manufacturer's
installation requirements and NSF/ANSI Standard 61.
Notes
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