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Amend Section P2603; add to read as follows: <br />P2603.3 Protection against corrosion. Metallic piping, except for cast iron, ductile iron <br />and galvanized steel, shall not be placed in direct contact with steel framing <br />members, concrete or cinder walls and floors or other masonry. Metallic piping shall <br />not be placed in direct contact with corrosive soil. Where sheathing is used to prevent <br />direct contact, the sheathing shall have a thickness of not less than 0.008 inch (8 mil) <br />(0.203 mm) and the sheathing shall be made of approved material plastie. Where <br />sheathing protects piping that penetrates concrete or masonry walls or floors, the <br />sheathing shall be installed in a manner that allows movement of the piping within <br />the sheathing. <br />(Reason: Allow".fc)Nother <br />tp r n.iatIis:,'Wln tbe ace.tll���,) <br />Amend Section P2603.5.1 Sewer Depth; change to read as follows: <br />P2603.5.1 Sewer depth. Building sewers that connect to private sewage disposal systems <br />shall be a minimum of 121 inches (304 mm) below finished grade atthe point of septic <br />tank connection. Building sewers shall be a minimum of 12 inches (3Q4 mm) below <br />grade. <br />(RWulaesn` PrWn"°wvidW',ms setvier fIept'h t'amgion.q�i�''✓''" <br />i.„. r u, e ,., Ii .., �. m. al Il..u, �.�. �il�. „m, s .w r .� e•'u ^„'.r iw , .. �,W W, .. code ,,I not l i^'WdI�W�,��. �iW����il�'�” u'w �.�I&���wpl.eiid in <br />this mg1hon,11) <br />Amend Section P2604; P2604.1.1add to read as follows: <br />P2604.1.1 Plastic sewer and DWV i in installation. Plastic sewer and DWV i in <br />installed under: round shall be installed in accordance with the manufacturer's, <br />installation instructions. Trench width shall be controlled to not exceed the outside <br />the i e diameter plus 16 inches or in a trench which has a controlled width a ual to <br />the nominal diameter of the i in multiplied by 1.25 plus 12 inches. The i 'in shall <br />be bedded in 4 inches of granular fill and then backfilled com actinthe side fill in 6- <br />inch layers on each side of the i in .The com action shall be to minimum of 85 <br />aet rcent standard roctor densit and extend to a minimum of 6 inches above the to <br />of the pipe. <br />t,amw. f1„. (.I, wrnanujiicturpr <br />backfill re(jifirernents <br />and to be c;lei�7r toi� ����"kw �iW"�'�I�..°i�J�IP�".". (,)ut in <br />the 17elaQ <br />Amend Section P2801.5.1; change to read as follows: <br />Section P2801.5.1 Pan size and drain. The pan shall be not less than 11/2 inches (38 mm) <br />in depth and shall be of sufficient size and shape to receive all dripping or condensate <br />