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(7) Paragraph 9.2.2 the fee for re- inspection shall be changed from $2.00 to $10.00 and there shall be added immediately after the last fee, the following: "That the above table of fees shall apply in the event that application for permit is made prior to, the beginning of any plumbing work requiring a permit. That in the event any plumbing work requiring a permit is commenced: without having procured a permit, as provided herein, then there shall be a fee, in addition to the above table of fees, of $0.50 per day for each day delayed in procuring said permit." (8) Paragraph 9.3.5 add" In place of 10 inches of mercury column, 10 pounds per square inch guage pressure may be used as registered with an approved pressure guage having not greater than 1 pound measurement divisions. (9) Paragraph 9.3.9 Add to part (2)- In place of 10 inches of mercury column, 10 pounds:per square inch guage pressure may be used as registered with an approved pressure guage having not greater than 1 pound measurement divisions. (10) Paragraph 12.1.4 shall have deleted therefrom the first "X" to the right of bituminized sewer pipe; the last two X's to the right of the Wrought Iron Pipe Galvanized; t -he last two X's to the right of Malleable Iron Fittings Galvanized; the last two X's to the right of Brass Pipe I.P.S. and Screwed Fittings; the last two X's to the right of the Copper Pipe I.P.S.; the last X to the right of the Copper Water Tube(T,ype K or L soft) and Wrought Copper Fittings; the last X to the right of Soldered Joint Fittings - Copper, Brass and Bronze; the last two X's to the right of the Copper Tube, Type L Hard, and the last two X's to the right of Copper Tube, Type K Hard which when so deleted will eliminate those materials for the use indicated. (11) Paragraph 13.2.6 shall be deleted. (12) Paragraph 13.2.7 shall be deleted' (13) Paragraph 13.2.14 shall be added immediately after Paragraph 13.2.13 as follows: "13.2.14 Clay Pipe Joint: Clay pipe joints shall be premolded and must meet the requirements of ASTM C425 -60T or later revisions thereof." (14) Paragraph 13.2.15 shall be added immediately following Paragraph 13.2.14 as follows: "13.2.15 Concrete Sewer Pipe Joints: Concrete sewer pipe joints must contain rubber gaskets meeting ASTM C443 requirements." (15) Paragraph 15.1.1a. shall be changed by deleting the first sentence of the second paragraph, and the second sentence shall be changed to read as follows: "Concrete grease traps shall be equipped with cast iron fittings and shall be sized as follows:" (16) Paragraph 19.4.3 shall be changed to read as follows: "19.4.3 Inaccessible Pipes: Inaccessible water piping in or under floor slabs shall be minimum weight Type L, or better, copper tubing for residential construction and minimum weight of Type K, or better, copper tubing for commercial installation. Copper wiping shall be continuous through the floor, having no fittings or joints below the surface of the floor."