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2980 Regulating Plumbing, Drainage & VentilationAn Ordinance regulating the business of plumbing, drainage and ventilation of buildings and repealing Ordinance Ivo. 1618 ,-and Ordinance -No. 2,374 and all other ordinances or parts thereof in conflict with this ordinance. BE IT ORDAINED by the Board of Commissioners of the City of Salina, aansas: Section 1. DEFINITIONS:- Tne words and phrases used in ordinance shall, for the purpose of this ordinance, be con6trued as follows: word "person" shall be construed and held to be any person r persons, partnership,. corporation or any officer, agent, employee or servant of any corporation -or any other person or combinati of persons, either natural or artificial by whatever name he or hey may be called. The wo "master -plumber" shall be construed and held to be any person o is a practical plumber and has charge of doing work in plumbin either as foreman.or contractor. The word "e Toying -plumber" shall be construed and held to be any person who )kploys plumbers for the purpose of doing a plumbing business. "The word "j to be any person who not a master -plumber or Plumbing is hereby and appurtenances thereto, -plumber" shall be construed and held plumbing work for others and who is from the main and to distri building, for any use wha employing -plumber as specified above, ed to include the pipes, fixtures ch are used to connect the water it in or about any premises or and all pipes or appurtenances used or to be used for conveyin sewage, liquids or water within and outside of foundation walls any building, and connected with the public sewers or private ss pools, and all pipes and appurtenances used to ventilate the ains, fixtures and traps in any building so connected, so that ap through which gases, vapors or waters into cess pools or public sewers. Section 2. •INSPECTOR:- The office for the City of balina is hereby created s and connections any kind may discharge or shall be ex -officio and act as the Plumbic City of Salina and do and perform the duties spector as prescribed in this ordinance in a as Building Inspector. Section 3. FEES FOR INSPECTION:- The Plumbing Inspector the Building Inspect- inspector nspect- inspector for the said Plumbing In- shall collect an inspection fee of $1.00 for the fi i to his duties Inspector two fixture to be ins t led and 50¢ for each -additional fixture and water :and sewer connec on up to twelve and 250 for each fixture and connection over twelve, be paid by the party requiring his services., which fees shall be id into the City Clerk in the same manner as other fees collected b him as Building Inspector shall be collected and paid. No person persons shall hereafter connect with the sewer system or water ma s without first having received a certificate from said inspector, approving the sewering and plumbing, and accept- ing such connection. The said Inspector may condemn and disconnect any connection with sa sewer system or water main for any failure to comply with the provi ons of this ordinance. The said Inspector, at any reasonable time said sewer system for the Section 4. DEFECTIVE and vent pipes, traps and wa at 411 times be kept in good shall escape therefrom and have free access to all premises using pose of examining any connection therein. UMBING:- All house drains, waste, soil defects in any plumbing or dra this or any ordinance of the Ci pipes in any building or premises shall .er and repair so that no gases or odors ver the Plumbing Inspector shall find e in violation of the requirements of be taken out or corrected and made Section 5. APPLICATION FOR P person to make or cause to ;be -made \\f Salina, tie shall order the same to tto conform thereto. . It shall be unlawful for any connection with the sewer- main or laterals -or water mains in the City plumbing work, the construction of whit the provisions of this ordinance in any without first securing a permit therefor Salina, or to install any sregulated and governed by lding in the City of Salina, the Plumbing Inspector, an application -for which shall first be mad\old uch Inspector, stating the location and natureof the work on forms supplied by such Inspector; provided however, that no such ation or permit shall be required for repairing or replacing any xture, faucet or valve by a new one to be used for the same purpose, or or forcing out stoppage, repairing leaks or relieving frozen pip or fittings, or other emergency repairs, but all such work shall c ly with the re- quirementsof this ordinance. Section 6. PERMIT FOR REMOVAL OF SIDEWALK OR PAY1\NG:- No permit shall be granted to any master or employing plumber or\be, y person to excavate or to take up pavement or sidewalks until a wapplication signed by said master or employing plumber or person, be given to the City Clerk to be kept by him, such application to e and all work thereunder to be done in strict accordance with tisions f ordinances now in effect or hereafter enacted. Section 7. LICENSE AND BOND:- All master -plumbers or em- -plumbers, before being granted a permit to engage in the business or to work on said sewer system and connecting to wa\mains of said City by the City Clerk must pay to said City C k a license tax of 425.00 per year and procure from him a licenke\to do such work, execute to the City a turety bond in the sum o'f\"w1,000.00 to be approved by the Board of Commissioners, conditione8,)Cor the good and'faithful performance of work to be done by him the connectio damage arising of careless or Section 8. over, through or the sewer system or water mains of said City, or the water mains to lead pipe not less th and to hold the Qity harmless from all open trench work or otherwise, or on account er material, except a t work. TIONS: All connections in said City „ on ` any street, lane, avenue or alley from curb line shallbe double extra strong /4 inches in diameter and no pipe of.oth o ed cast iron pipe 2 inches or larger shall be permitted or use n making such connections. 0 joints and connections sha 1 be of brass screw type or wpiped,-.., joints. At the curb line a rf c with an b iV h: f ordinances now in effect or hereafter enacted. Section 7. LICENSE AND BOND:- All master -plumbers or em- -plumbers, before being granted a permit to engage in the business or to work on said sewer system and connecting to wa\mains of said City by the City Clerk must pay to said City C k a license tax of 425.00 per year and procure from him a licenke\to do such work, execute to the City a turety bond in the sum o'f\"w1,000.00 to be approved by the Board of Commissioners, conditione8,)Cor the good and'faithful performance of work to be done by him the connectio damage arising of careless or Section 8. over, through or the sewer system or water mains of said City, or the water mains to lead pipe not less th and to hold the Qity harmless from all open trench work or otherwise, or on account er material, except a t work. TIONS: All connections in said City „ on ` any street, lane, avenue or alley from curb line shallbe double extra strong /4 inches in diameter and no pipe of.oth o ed cast iron pipe 2 inches or larger shall be permitted or use n making such connections. All joints and connections sha 1 be of brass screw type or wpiped,-.., joints. At the curb line a " " handled round way stop with an invented key must be properl marked "Water" on the cover. flush with the top of the g tted with a cast iron curb box top of this curb box must be on the inside of the foundati- on --of the building a stop and wase\cock must be placed. All main'water pipes and branches insi \\�f the building must drain toward this cock. Section 9. EARTHENWARE PIPE: A tings (no 1/4 bend allowed) shall be spigot pattern, cylindrical in section, the thickness of the pipe and thoroughly s entire inner and outer surface, with an ins less than six inches. Each length shall be thenware pipe and fit - No. 1 of the hub or y vitrified thru glazed over the diameter of not 1 smooth bore throughout without twist or wind nc\ cracks, blisters, flaws or other defects, and 1 true 'and even grade having a fall of not less tha foot. All joints made air and water tight with li packed in the hub and swabbed clean and left free struction. Sect rm calibre, free from fire be laid to a 4 inch to th wall all ob- ll Sectio 0. CAST IRON PIPE: All cast iron pipe and fittings shall be sou d clindrical and smooth, free from cracks and holes and other defects, f a uniform thickness and not lighter than commercial grade known as andard of Extra Heavy. All pipeshall be coated at the factory witIA 4sphaltum or coal -tar pitch. Section 11. ON PIPE - QUALITY aND COATING OF PIPE AND FITTINGS: All iron ripe use or water and vent pipes shall be galvanized iron and malleable fittings lvanized; the cast iron fittings galvanized. All waste and drain pip ust be cast iron, lead or brass, or galvanized wrogght iron may be u when the entiredrainage system is Durham. .The fittings for waste s all be of cast iron or brass. Refrigerator waste shall be cast iro , galvanized iron, brass or recessed drainage fittings with smooth int r or waterway and threads tapped out of solid metal so as to give a uni o n grade to branches of not less than 1/4 inch per foot. 'threaded f t ings for vents and back vents 2 inches or less shall be galvanized me 1 able iron. Threaded fittings Cor larger dic.ensions shall be brass, g 1 anized malleable iron or cast iron. - Section 12. LEAD PIPE -W HT OF SANTE: All pipe used for branch, soil, waste, vent or flush pip s shall be of the best quality of drawn pipe of not less weight per lin a foot than shown in the following table. ' INTERNAL DIAM 1inches 1 inches 2 inches 3 inches 4 inches Section 13. SHEET LEAD:- Shee WT. -PER FOOT. 2lb8oz. 3 lb 8 oz. 4 lbs. 6 lbs. 8 lbs. for roof flashing shall not weigh less than 3 pounds to the square\ftct and shall extend not less than 6 inches from the pipe and the joi t\\shall be made water tight. Moulded flass of approved type may be us Section 14. WATER AND AIR TIGHT JOI T All joints and connect- ions mentioned under this title shall be w d gas and water tight. Section 15, CAST IRON PIPE: All join\sin cast iron pipe shall be made with lead well: calked and not less than\l\inch deep, and no -paint, varnish or putty shall be applied until the jd\izlts have been tested. Oakum shall be used to prevent the lead from riV4 ng through the joints. Section 16. GALVANIZED IRON AND BRASS: o %z in galvanized iron or brass pipes shall be standard screw join s nd all joints shall be made up of white or red lead or mineral paint. Section 17. GALVANIZED IRON AND BRASS TO CAST\IRON: Connections be- tween galvanized iron or brass to cast iron shall bc\ el ther calked joint I 4 - or s ew ceale o S pipes an wiped jo Sec joint. No slip joint connection will be allowed con - the side of the trap. on 18. LEAD PIPE:- Joints in lead pipe orbetween lead pipes of brass or copper shall in all cases be full 19. LEAD TO IRON PIPES c All connections of lead to iron pipe\\nust be made with a cast brass or copper ferrule the same size ase opening into the iron soil pipe and the lead neatly and sub antially joined to the brass or copper ferrule by a wiped joint\and then calked into the hub of the iron pipe with oakum or mo7�gn lead the same as for iron soil pipe ,joints. Section 20.OD EN JOIST CONSTRUCTION: In wood joist con- struction the tonne ion between the fixture and soil pipe shall have a suitable leng of lead pipe between the wiped joint &nd the underside of the or. Section 21. PROH TED JOINTS: Any fitting or connection:" which has or forms an en rgement., chamber or recess with a ledge, shoulder or redact of the pipe area in the direction -.of A, the flow on the outlet or in side of any trap is prohibited.tt' Section 22. EXPANSION TOGGLE BOLTS: Connections or,hang- ers, pipe supports o fixture settings with masonry or stone backing shall be made with exp sion or toggle bolts without the use of wood plugs. Section 23. TRAPS AND fixture, except those wasting as shall be separately trapped by a to the fixture as possible. KIND 0 TSO WHERE L6 ED: Each single self-cleaning. Brass.tubing traps sh thick. No .form o� rapf'3iich depends f for its seal shall beii �{`pgd+.qq !N a interior portions for its seal wY that in case of defect would allow cribed under this ordinance seal trap, placed as close . Every trap shall be be not less than 17 gauge action of movable parts depends upon concealed \an interior partition a�,e of sewer air shall be used. livery drum trap shall be so insta lid will protect the trap screw from sewer air a \ from underneath the floor as near the top of t with lead pipe neatly wiped into trap and carri line of the fixture. All vent lines shall in no that the water s®el the -schedule of size as herein given for the diff fixtures. Traps for bath, tubs, basins, sinks or all be vented trap as possible above the water Ke be less than t classes of similar 1 fixtures s 11 be of lead or brass. WATER SEAL: Each trap shall have a water seal f not less than 2 inches. CLEP.NOUTS: Each trap, except thos, in combinatiwith fixtures where trap seal is plainly visible and acce.=.sible sh 1 be provided with a brass trap screw. Traps placed be- tween the florhall have a brass trap screw for cleaning in plain view or flush �^.i th t floor or readily accessible from or under the floor. TRAP LEVELS AND OTECTION: All traps shall be rigidly supported and set ture with respect o their water level, and shall be located as to pro - tett their seal. OYARFLOW CONSTRUCTION: Overflow pipes from fixtures sha 11 in each case be k*nected to the inlet side of the trap. FLOOR DRAINS: Floor drains\v4ll be permitted only when they connect with a permanent water seal. Section 24., CLFANikUTS: (Size) Cleanouts shall be of the same size as the pipe up to A V for larger pipe traps. 1 airtight screw joints wit shall be provided at the f at the end of each horizon ches in diameter, and not less than 4 inches which is more than 5 feet in shall not exceed 25 feet. Th provided in:the house drain me of the wall near the house dra is shall be at least 4 inches long with s plugs. (Where required.) Clea'nouts of all vertical lines of soil pipe and \line, and at each change of direction $ngth. The distance between the cleanouts shall be at least one 4 -finch cleanout th a -full size Y branch just inside d house sewer connection. Inter- mediate cleanouts may be 'made wi (Manholes) All underground traps a where the cleanout traps are flush accessible by manholes with proper m underground traps with inaccessible manholes. (Location) All traps and c be easily accessible for cleaning. cleanout with brass trap screw. cleanouts inside a building, except .-the cellar floor shall be made llic covers and all exterior outs shall be also placed in n uts shall be located so as to Section 25. GRADE OF HORIZONTAL PI shall be run in practical aliE;nme.nt and a 1/4 inch per foot where possible for soil drains suspended by iron hangers upon piers not less than 1/8 inch per foot for vent or ground drains. All horizontal piping uniform grade not less than 6ection 26. CHANGE OF DIRECTION: All d shall be rigidly secured or supported to keep and all changes of directions of horizontal runs to pipes and house is or wall ledges and "Y's" sixth, eighth or sixteenth bends, except be the first floor. Increase or'reduction in size use of proper fittings. tion pipes and under - and plumbing pipes alignment and grade 11 be made with the joists above l\be made by the or, screw ,\n coaled on 1 Section pipes and pip wiped joints. Section t. No slip joint connection will be allowed con - side of the trap. . LEAD PIPE: Joints of lead pipe or between lead of brass or copper shall in all cases be full I LFI:D TO IRON PIPES: All connections of lead to iron pipe mu9\ be the sante size as e lead neatly and su ferrule by a wiped ' iron pipe with oakum pipe ,joints. made with a cast brass or copper ferrule opening into the iron soil pipe and the tially joined to the brass or copper nt and then calked into the hub of the molten lead the same as for iron soil Section 20, WOOD 1� construction the connec I shall have a suitable Is ,joint and the underside o Section 21. PROHIBI ion which has or forms an JOIST CONSTRUCTION: In wooden joist n between the fixture and soil pipe a ledge, shoulder or reducti of the flow on the outlet or of lead pipe between the wiped e floor. JOINTS:- Any fitting or connefct- rgement, chamber or recess with '-- n of the pipe area in the directicn r in side of any.trap is prohibited. Section 22. EXPANSION OR T GGLE BOLTS: WHERE USED. Con po t or fixtures. settings witYi masonry or stone backing shall b de with expansion or toggle nections or hangers, pipe bolts without the use of wood pl Section 23. TRAPS AND CLEAN - except those wasting as prescribed be separately trapped by a water se the fixture as possible. KIND OF Each single fixture, or.this ordinance shall self cleaning. Brass tubing traps shal guage thick. No form of trap which depe able parts for itsjs, a*1 shall. be used. N upon concealed interiorpaonsJfo its interior partition that in cdee t sage of sewer air shall be used. placed as close to Every trap shall be not less than 17 upon action of mov- rap which depends or which has an u d allow the pas - p shall be so installed that the water seal will prot66t th ra server air and shall be vented from underneath h the top of the trap as possible with lead pipe e the trap and carried above the water line of the t vent lines shall in no case be less than the sche herein given for the different classes of fixtures p screw from floor as near tly wiped into i tI All ale of size as 1 Traos for a O bath tubs, Vi sins, sinks or other similar fixtures shall be made of lead or bras\ 17ATER-SEAL: Each trap shall have a water seal of not less than 2 i hes. CLEANOUTS: Each trap, except those in combination with fixtures, here trap seal is plainly vixible and accessible, shall be provided wit a brass trap screw. Traps placed between the floor sh have a brass tra screw for cleaning in plain view or flush with the floor orreadi1" a essible from or under the floor.'' TRAP LEVELS AND PROTECTION: Allt ps shall be rigidly supported and set true with respect to their wa r level', and shall be so located as to protect their seal. OVERFLO CONNECTIONS: Overflow pipes from fixtures shall in each case be conn Floor drains will be permanent water seal. Section 24. C size as the pipe up to 4 for larger pipe traps. !C airtight screw joints with be provided at the foot of on the inlet side of the trap. FLOOR DRAINS: ted only when they connect to a trap with a (Size) Cleanouts shall be of the same s in diameter, and not less than 4 inches uts shall be at least 4 inches long with ss plugs. (where required) Cleanout s shall vertical lines of soil pipe and at the end of each horizontal line aAd\at each cheange of direction which is more than 5 feet in length. adistance between the cleanouts shall not exceed 25 feet. There shall be least one 4 -inch cleanout provided in the house drain made with a full s ze Y branch just inside of the wall near the house drain and house se a connection. Intermediate cleanouts may be made with T cleanout with b ground traps and cleanouts inside a traps are flush with the cellar floo holes with proper metallic covers and inaccessible cleanouts.shall be also s trap screw: (Manholes) All. traps and cleanouts shall be located so cleaning. Section 25. GRADE OF.HORIZDNTAL coding, except.where the cleanout shall be run in practical alignment and at be made accessible by.man- exterior underground traps wi than 1/4 inch per foot where possible for s in manholes..(Location) All to be easily accessible for drains suspended by iron hangers upon piers, not less than l/8 inch per foot for vent or All horizontal piping ground drains. Section 26. CHANGE OF DIRECTION: All drat shall be rigidly secured or supported to keep grade not less or waste pipes and house is or wall ledges and lation pipes and under - plumbing pipes alignment and grade and all changes of directions of horizontal runs s )'s 6th, 8th or 16th bends, except between the joss s floor. Increase or reduction in size shall be made 1 be made with ove the first use o d 1" tin 11: IM X54 Z9^ M LLZ M proper fitting. In ease or reduction in size shall be made by the use of prope fitting. Section 27. PRO BITF.D..FITTINGS: No double hub, double T, 4., or sanitary T bran. es shall%b',eiused'on horizontal or, verti- cal runs of waste pipe nor shailpdo�zb:e hubs or straight crosses hinge on the soil or w to pipe. SECTION 98. OFFSEIN MAINS: Offsets in the mains of all stacks shall be avoided possible but when unavoidable they shall be made with 45 de e fittings, if possible. Section 29. DRAINAG' CAVATIONS: .All excavations required to be made for the install ion of a house drainage system or any part -thereof within the alls of a building shall be open trench work.'All such trenc e shall be kept open until piping has been inspected. Section 30. STACK SUPPO S: All free standing stacks shall be thoroughly supported on base, and those 40 feet or mor with -foot rests at their base a ports,at every floor. The pipe cation 4srall be made eigher of h brackets".r steel fittings, cone that.no brick pier shall be less ete or masonry piers at their n height shall also be provided, "v also with floor rests or sup- of pipe hooks shall be prohibited SECTION OLD HOUSE SYNERS: ports according to bheir lo-- y iron posts, hangers, warll or masonry piers, provided a 8 inches square. The u'se' larger than 12 inch pipe, Id house drains may be used to connect with new buildings o� are found, on examination and test to the requirements governing new sewers in this ordinance. Section 32.' HOUSE DRAINS UNDERG wherever possible be brought into the grade level. ew plumbing only when they r.form in all respects to Section 33. KIND OF PIPE: All house drains, as prescribed dard or extra heavy cast iron pipe with we joints or lead or brass pipe. : All house drains shall Section 34. DRAINS TO CURB: Where ther accessible the drainage of surface inlets an ors may be drained separately to curb line w drain pipes not less than 4 inches in diamet into the public gutter. 2 feet below the ins shall be stan- leaded and calked no storm sewer water conduct- practicable onduct- practicable by discharge Section 35. HOUSE SEWER: The drain containAnA the house Sewer, beginning 2 fee outside the building wall shall consist of sewer tile. It shall ndt be laid closer than 3 feet to any exterior wall, cellar, basement, well or cistern or less than 2 feet deept where possible. Change An direction shall Ioe made with long curves 1/8 bends or Y's. No person or persons, other than duly bonded and licensed plumbers of the City of Salina or their duly authorized errnloyees shall be permit ed to open or connect any private pr public builiiing service to any city sewer whatsoever. Section 36. EARTHENViV RE YARD DRAINS: Barn and stable drains may be of earthenware and all suc drains shall be trapped and connected with the house sewer outside of he house drain connection. No earthenware drains from kitchen sinks w 11 be less than 4 inches. Overflow pipes from cisterns shall not conn ct with any house sewer. action 37. EXHAU8,1' BLO4. OFFS AND DRIP PIPIT CONNECTIONS: 'rhe ex- haust,_blow-off, sediment or rip pipe from a steam boiler shall not connect directly with any sew r, drain, soil or waste pipe. Such pipes shall discharge into the top a d above the line of discharge of a suit- able tank or condensor made of wrought or cast iron, provided .with a l relief µpipe of at least 2 inch s in diameter, extending to the outer bra � air. The waste from, said tank o condensor shall be taken from the bottom &,:d be at least 1 size 1 rger thanthe inlet, but not less than =_ A 2 inches in diam ter and provide with a trap that has a seal of not i less tha4 24 1::¢hes, and whereve possible shall connect to the house sewer anJ not to the house drain. When blow off tanks discharge water at a higher temperature than 140 agrees they shall be provided with a cooling device. Section 38. CONNECTIONS WITH ONDUCTORS PROHIBITED: Conductor pipes shad not be used as soil, wa to or vent pipes, nor shall any soil, waste or vent pipe be used as conductors. Section 39. SOIL WASTE AND VENT PIPES: All main and branch soil and waste pipes except as otherwise rovided in this ordinance shall be cast.iron, lead or brass. For buil ings less than 3 stories in height standard soil pipe of the foll wing weights shall be used. 2,, inch 31 lbs per foot. 3 inch 4 - lbs per foot. 4 inch 6 lbs per foot.. 5 inch. 8 lbs per foot. 6 inch`79 1 1 lbs per foot, with corresponding fittings. Ali buil-di gs 3 stories or more in height extra heavy soil pipe of the following eights: 2 inch 51 bs per foot. 3 inch-- 92 bs per foot. 4 inch. 13 lbs per foot. 5 inch = 17 1 s per foot 6 inch 202 bs per foot. with corresponding fi waste or vent pipes it as follows: 1� inch pipe 12 inch pipe 2 inch pipe 3 inch pipe 31 inch pipe 4 inch pipe shall be used. When lead pipe is used for have a weight of not less than specified 2 lbs, per lineal foot. 3-ff lbs. per lineal foot. 4 lbs. per lneal foot. 5 lbs, per lineal foot. lbs, per lineal foot. lbs, per lineal foot. Lead bends and drum traps used shall be known as extra heavy. Phe minimum inside diamete� of soil pipe or lead waste pipe to any fixture shall be as follows: ch waste lE inch waste or size ch waste opening. Where more he waste shall be 1 inches. .;y ction 40. REVENT PIPE STACKS: The re ent pipe stack shall be as fo11�6 : Closes 1 to 7 water closets 4 in h for main line 2 inch was e 8 to 12 water closets 5 in for main line, Bedets More than 12 closets on 1 lin Urinals of waste pipe, 6 inch or pipe shall be used for main 1 ne. >- 6" x 6" to 12" x 12" Private kitchen sinks 1 inc waste fullsize of drai inches Hotel or restaurant sinks enters 3 i ch waste increased 1 size at Slop sinks Waste for 11 size of opening in sink \,) Garage drains & sant traps 4 in h waste fee or less Grease traps 3 inch v Ste for 30 Hotel dish washers Bath tubs 11 inch aste Bar sinks & drains 1— inches 12 inch aste or less Lavatories 11 inch w Ste 30 .� Laundry tubs 1Q inch w Ste inches ;. Drinking fountains 1 inch wa to Drinking fountains 11 Bar sinks and drains 32 inch wa to r ch waste lE inch waste or size ch waste opening. Where more he waste shall be 1 inches. .;y ction 40. REVENT PIPE STACKS: The re ent pipe stack shall be as fo11�6 : Closes Independent showers 2 inch was q; Sitz baths Kitc en sinks 2 inch was e II Combined laundry tubs and sinks., 2 i or Bedets Urinal 4 inch waste 5 Urinals 30 Not leas tha or of waste opening in fixture. >- 6" x 6" to 12" x 12" floor drains, 2 02 Larger than 12" the fullsize of drai inches than one fixture enters the same line increased 1 size at the junction up to inches for 30 fe t or less Slop sinks 2 inches ch waste lE inch waste or size ch waste opening. Where more he waste shall be 1 inches. .;y ction 40. REVENT PIPE STACKS: The re ent pipe stack shall be as fo11�6 : Closes 2 in for 30 feet r less Kitc en sinks 1� inches for 30 eet or less Urinal 12 inches for 30 et or less Bath,t1%S 12 incheacfor 30 f et or less Lavatories 11 inches for 30 f et.or less Laundry tubs lg inches for 30 fe t or less Slop sinks 2 inches for 30 fee or less Combined sinks & tubs 11 inches for 30 fee or less Bar sinks & drains 1— inches for 30 fee or less Independent showers 152 inches for 30 feet or less Sitz baths 1` inches for 30 feet or less Drinking fountains 11 inches for 30 feet r less Shower bath traps 1� inches for 30 feet r less Grass traps 2 inches fresh air inl t. Syphonic•action closet bowls and bedets shall be ven ed main stack. All lines of vent pipe to any one fixtur feet in length shall be increased one size up to.60 fe 2 sizesup to 100 feet in.length._ In case where a.clos a horizontal branch in excess of 6 feet from the main 1 soil stack it must be vented by running a separate vent 2 inch internal diameter. This vent may be carried thr through the more than 30 t in length and t is located on of the t less than the roof or connected to the main vent stack not less than one fb of \above the water line of the highest fixture. This vent must be taken out of a IL W the branch line to the clo t at a point as near the bottom of the closet as possible with 2 Ich lead carried above the water line of the fixture, or by inserting al,1113 x 2 fitting in waste line as near the lead connection as possibl In any case, when 2 or more I fixtures are eonnected.to 1 line of vent ipe, the line of pipe above or beyond the junction points must be inc%e sed 1 size for each fixture so connected up to 2 inch pipe. In no cas shall there be more than 10 fixtures connected to a 2 inch vent p I carried in the most direct 1 n outlet and it can either be c than 1 foot above the water 1 through the roof independent. be flashed the same as for mai Section 41. TERMINALS: T be at least 3 feet above any d located at distances less than . All lines of re -vent pipe must be Section 42. TERMINALS ADJOI vent pipe extension of any new o placed on the outside of a wall, possible from the trap it serves to its to the main soil stack nor less of the highest fixture or be carried it is run through the roof it must oil stack. roof terminals of all vent pipes shall window, scuttle.or air shaft when feet from szch terminal. to the roof. In event that a new uiI ing building, the owner of the new within 12 feet of any existing vent s the owner of such new building shall himself make such alteration to conf be the duty of the owner of the lower alteration therein upon receipt, in a for, sufficient for the purpose from HIGH BUILDINGS: No soil, waste or sting building shall be run or shall be carried up in the inside ding is built higher than an exist- ilding shall not locate windows building, or to permit the election of building the making of such alteration higher building. Section 43. VENTS, LENGTH FROM trap shall be as close to the trap as location and effectiveness. The devel on the lower building, unless the expenses or, or shall with this ordinance. It shall r existing building to make such , of money or securitythere- owner of the new or higher any fixture from its trap to the vent pipe Section 44. MAIN VENTS:.Every bui owner of the new or higher the owner of said new or installed shall have at least one 4 -inch so the roof. All main vents shall be connects waste or soil pipe at or below the lowest b shall extend through and above the roof. The back vent of any fixture cable, consistent with its th of the waste pipe of not exceed 18 inches. which water closets are pe stack extending thru t their base, to the main if fixtures fitting, Section 4\Vp PIPE GRADES AND CONNECTIONS:- All branch vent and back vent all be free from drops or sags and be graded ani connected as tack to the soil or waste pipe by gravity. On horizontal linconnections shall be taken off above the center line as near the croYinNAs possible and rise at least 6 inches above seal before being of e horizontally. Section 46. BAC V TS FOR FIXTURES: Where bath rooms, water closets or other fixtu es re 'located on opposite sides of a wall or paetition or are direot]y lling, such fixtures may pipe stack. anent to each other in an inseparable dwe- Section. 47. SUMP PITS IN ) drains shall be constructed of brick, plastered with ter of not less than 15 in a common soil or waste pipe and vena SEMENTS: All sump pits for cellar zed vitrified pipe of cement or t mortar, having.an internal dia- be fitted.wlth cast iron bell p cover and readily accessible for cleaning. A Diagram of same can be seen at the office of Section 48.TRAP BACKVENTED: syphonage and air circulation as pipe. Section 49.BACK VENTING WATER tal, Urinal or slop sink 6 feet or,md floor connection shall be back vented and preferably on top of the branch. I line of a bend it shall be made above bing Inspector, y fixture shall be protected from \by meansof a vent or back vent When plumbing fixtures are installed in low sidewalk grade, they shall have a gat and the main drain so that the fixtures a Every water closet, pedes m the main vent, having a the soil or waste branch onnected with the vertical �p of the horizontal branch. be used when said gate valve is closed. Said�ga body with hub ends for connecting drain. Section 50. GAS WATER HEATERS: All gas bent connection to flue. ts, where they come be- e between such fixtures basement floors can valve shall be of irn Section 51. REFRIGERATOR WASTE: Waste pipes frd other receptacles in which provisions are stored hs directly with the drainage system but shall be so r on an open tray in plain signt below the refrigerat be connected with the drainage system upon being pro vented. heaters must have refrigerators or not be connected Section 52. URINAL SAFES: Urinal platform and safe directly connected with any soil or drain or waste pipe, used in combination with a urinal floor gutter. The outle as to waste s tray may trapped and all not be K ept when t 0 su ch gutter shall be p ov ded with a brass strainer, a deep seal or drum trap waste of not less tha 2 inches with arrangements for flushing same while in use. If such sa e w ste also serves as a floor waste outlet, the trap shall be at least 3 inc es in diameter. Section 53. KIVCHE� WASTES: Kitchen or other greasy wastes from ho - tell, restaurants, club houses, public institutions or other extablish- ments in which much cdokin�g is done or greasy wastes obtained, shall be intereepted by a catch bas, or trap and conducted to the house sewer. Section 54. GARAG� & �11'ABLE WASTES: All liquid wastes from garages, barns, -stables, manure p\tts entering the sewer by a sign to be approved by Section 55.MATERIALS or otherwise for disposal o ] enware, hard natural stone o inside. If a cast iron is us side with at least 3 coats of Section 56. WATER C sets shall be made in a piece ent Quantity of water when pletely submerge any matter de'. the soil pipe when contents of stable yards shall be intercepted before e catch basin, properly trapped of a de- bing Inspector. receptacles used for water closets, urinal excreta, shall be either vitrified ea t iron white porcelain enameled on the ishall be enameled or painted on the ou on absorbent paint. WLS: The bowls and traps for waster clo- s ch shape and form as to hold a suffici nothing in this section shall appl Section 57. CLOSETS SUPPLY: water closets may be supplied from different floors must not be s Section 58. FROST PROOF CLOS will not be permitted in public bui to the trap overflow so as to com- in same and properly flush and s bawl are discharged, except that latrine closets, pting flushometer,.v group of e\tank but water closets located on special permit from the Plumbing Inspec installed in outside closet buildings one tank. t proof closets with tanks s\or private residences without but shall be permitted to be when separately par- titioned off and ventilated. Closets when so installed must be trapped with a half "S" trap constructed of cast i o and placed at a depth to prevent freezing. A 2 -inch vent must be to en out of the waste pipe be- low the floor and as near the bottom of the ho per as possible and car- ried up through the roof of the building. Gavaized iron or casr iron may be used for this vent. No frost proof clo et without flushing tank will be permitted. Section 59.CLOSE`i' FLUSH: When water close\ts \are supplVd from tanks t1)e down or flush pipe shall be no less than 14�nches in diameter. Sect, 60, CLOSET LEAD BEND: When a water closet is connected to the soil pip by and thru a lead bend, then the outlet side of the bedd must be prope 1 wiped to a brass ferrule and the ferrule properly calked into the beceiving hub. LEAD CONNECTION: When a water closet is not connected to the �oi\l pipe by a lead bend then it may be connected by and thru a lead pike lengthening piece whish shall properly wipe to a heavey braves ferrule t be properly calked into the receiving hub. Section 62. CLOS 'T LANCES: When under the two preceeding see - tions closets are eonn�ctVd by and thru lead pipe, then suitable brass floor flanges securely Aol4ered to lead pipe shall be used and when set on cement floor, cast i ing a cast iron floor flo bowls shall be lead and Section 63. FIXTURE walls there must be grounds oil pipe may be used in place of lead, us- hanger or braekts of the fixt alked into the cabt iron pipe. alked joints. work must be done before callitmg\ ready for inspection nor approval Cast Iron Whenever fixtures hang on plastered I back of the lath and plaster that th; y be properly fastened thereto.=Thi-s:• t e Inspector. In case the work is, rid" fee of 25� will be charged for' each additional call of the Inspec o , Section 64. CLOSET-PL4TERIA LS 0 : Then closets are so constructed`,, that the trap is a part of the close , hen they must be of all earth ent^rare, enameled iron or a combinatio o thesematerials, Section 65. CLOSET -POROUS, PROHIB All water closet receivers must be of either earthenware or enamel or wooden or other parous substance will to both single water closets and closets Section 66, URINALS, MATERIAL AND S enameled iron or porcelain and excepting flu from a tank or tanks or system .the water of other purpose. on. No stone, cement, brick Section 67.URINALS, GROUPS: A group of ur tted. This shall apply in series or ranges. Urinals must be of either from one tank, the capacity of which shall be pr ber of urinals supplied but in no case shall the gallon for each urinal served. Flush pipes must be Section 68.URINAL GROUP DEFINED: More than 2 s must be supplied shall.be used for no construed as being a group of urinals and the flush may be supplied ionate to the num- ity be less than 1 iently large. shall be pipes there• to must be so arranged as to provide an equalized pressOe end volume of water to all and each urinal on the range. Sectio 9. URINAL SUPPLY, FLOORS: Excepting flushometer, urinals situated on if erent stories must be supplied by,tanks located on the same story as t t on which the urinals are. Section 70 EN PLUMBING: All plumbing fixtures, except kitchen sinks shall be i st 11ed or set free and open from all inclosing Mork. Where practicable a1 pipes from fixtures shall be run to the wall. Section 71. V SI E TRAP SEAL: All water closets and pedestal ur- inals rfith trap com ine shall have visible trap seals. Section 72. FLU HIT RIMS: All :rater closets or pedestal urinals be provided with flush ng rims constructed.so as to flus)a the interior face of the bowl there of this ordinance. Section 73. LOW be of a syphon pattern Section 74.PiATER CLO and other water closets, oughly washed at each disc th water as prescribed in subsequent sections and similar appliances shall side closets. Section 75. URINALS: All : Water closets with low-down tanks shall) with refilling devices. ITED: Pan valve, plunger, offset trines, having r!alls which are not thor- e prohibited. Long hopper water closets installed in any building except out - troughs or gutters other than those heretofore prescribed shall cnstruct6d of materials impervious to mosture that tiwill not corrode un er he action of urine. When floor gutters are used as urinals, the gut ers shall be made with impervious ma - tenial and the floors and wall within\five\feet of such gutter shall be equally water tight and impervious. In\distVicts having no sewer connecti copper or galvanized iron urinal trough may be used in outhouses., sheds barns and in yards and at least 20 feet nom ny building of a better gr Section 76..` WOODEN TRAYS AND SINKS: Fixe wooden wash trays, sinks or bathtubs are prohibited in buildings de igne� Section 77, BATH TUBS: All fixtures ving to the sewer, cess -pool or open waste must trap the same size as the minimum inside dial this ordinance and in no case shall be the tr feet from the fixture it serves. All bath tubs lead drum trap not less than 4 inches in diame with a 4 -inch btass trap screw so placed as to zts e or used for human habitat$on, waste either connected ed with a water sealing ter g ven for waste pipes in P exce d a distance of 2 must b trapped with a t r and inches long fitted All independent shower baths must be properly t ra; copper lined wooden bath tubs shall be installed : of this class be reconnected. Any defective bath Plumbing Inspector must be removed. access'ble for cleaning, ed and\vented. No new shall any old fixture b condemn�d by the \Sec78. 101ATER SUPPLY FIXTURES: 14ater closets, urinals or oth er plumbi ixtures shall be provided with a sufficient supply of water for f us 'ng to keep them in a proper and sanitary condition. Section 79. MATER CLOSETS SUPPLY: No water closet or urinal bowl shall be suppl ed irectly from the -rater supply pipes excepting anti. freezing closet an closets with automatic control valves. Every water closet or urinal bowl shall be directly flushed through a flushing tank of at least 4 gal ons apacity for water closets and 2 gallons for urinr als. The tank shal be p operly supplied with tiiater and the flush pipe to the -rater closet or ur nal shall be at least 11 inches in diameter, except for outside h pers nd urinals. Section 80. FLUSIING TA 'S, GROUPS OF FIXTURES: A group of urinals on the same floor, sub ect to constant use as in schools, factories, etn may be supplied from on tank f provided with an automatic simulatn- �ous flush, provided that each ndividual urinal shall receive not less han one gallons of water t eac flushing and the discharge is of such ��,,��qS force as to cleanse each in ividua bowl at each flush. ,- [!uq Section 81. URINAL TRO H AND 'UTTERS Urinal troughs and gu. te.rs >,V ykYs` shall be flushed either by an automa is flushing tank -the same as'requf red for individual urinals or y be lushed by a direct -rater suppi"y thru a brass pipe carried the f 11 le th of the trough, perforated every two inhhes. Section 82. FLUSHING TANKS so fitted and adjusted as to pre flushing tanks shall not be used All va Section 83. STABLE, GARAGE AND or any part of a stable is used for and inspection of plumbing and dra the other of flushing tanks shall be to of water. The water from uses. If a stable, garage, n hatation, the same tests syste thereof shall be made as in the case of an ordinary dwelling, Seebion 84. COVERING OF WORK: No par of an eyed until same has been inspected, tested nd a previously providedfor in this ordinance. Section 85: VENTILATORS: No brick, sheet e flues will be used as a sewer ventilator, nor sI be used for that purpose. Terminals of all vents plumbing shall be cov owed, except as earthenware 11 ani chimney flue t le at least 12 feet from any water tank, ait shaft, window or any openi� Section 86. DEFECTIVE WORK: If tests show dei 0ts, ive work or material shall be replaced within 3 days d applied. In all cases the Plumbing Inspector shall des at which the pressure shall be relieved or drawn off. defect - test again tk\ the point Sectidn 87. REPAIRS: Tests shall not be required after the repairing of or replaying any old fixture, faucet or valve by a new one to be used for the same ur ose, forcing out stoppage, repairing leaks or relieving frozen pipes and it ngs, but such repairs or alterations shall not be construed to include ase where neva or vertical or horizontal lines of soil, waste, vent or inte or leader or conductor pipes are used, or their relative lo- cations change , rovided that in a building condemned by the Plumbing In- spector, becaus o unsanitary conditions of house drainage or plumbing, no such drainage or pl bing shall be considered coming under the heaf of re- pairs, but all su h rainage or plumbing shall be done as in the case of new buildings. Section 88. CES P OLS PERMITTED: Tight or leaching cess pools may be used to receive disc ar e from water closets and sinks only :,;hen written permission to that of ec has been secured from the Plumbing inspector and such permission shall nl be given when a public sewer is not available. Section 89.INSPECTO �S S fixtures are required or la ra ticably constructed in ac or CD special permit for such.wo �qr-a in his judgment, the conditi ing work shall be done in ac Section 90. NOT TO APPLY inanc.e shall not apply to FECL4L PERMIT, RECONSTRUCTION: Where additional tions are to be made, which cannot be prac- ee with the provisions of this ordinance, a be issued by the Plumbing Inspector, if, it. All reconstruction of plumb - e with provisions of this ordinance. , with the sewer system or :eater ni�ins PLUMBING.: The provisions of this ord- f buildingswhich have been connected pr to the passage of this ordinance but any plumbing or service Gonne dAB,h itthe sewer system or rater main :may be inspected when so ordered b oard of Commissioners of the City Board of Health whenever such Boarde created, without cost or charge to the owner or owners of such buildings, \and any such connections found to be defective may be ordered changed, a tere , repaired or removed. Section 91. PENALTY: Any person vio ati any of the provisions of this ordinance shall, upon conviction, b dee ed guilty of a misdemeanor and shall be fined in any sum not less t n i5 00 nor more than ;;50.00. Section 92. PRESSURE REDUCING VALVE: T t t e use of a pressure re- ducing valve at some point in the water lin bete en the water main and the fixtures in any house or other building, for t e purpose of maintaining a fixed maximum pressure on such fixtures and the w ter connections within any house or building, regardless of th press e in the water main; is recommended, but that the use of such pressu e reducing valve shall be optional with the owner of any such building. Section 93, RE\ordinan LIINANCES: That Ordinance No.1618 and Ordinance No. 2374 of Salina, Kansas, and all other ord- inances or parts the City of Salina in conflibt with the provisions of this and the same are hereby repealed. Introduced fori, i�'iay 5th, 1924. Passed and app9th 1924. F. S. (SEAL) Attest: Chas. E. Banker City Ulerk STATE OF KANSAS ) )SS COUNTY OF SALINE) I, Chas. E. Banker, City 0lerk of the City of Jalina; Kansas;; do hereby certify that the above and foregoing is a true and correct copy of Ordinance Number 2980, passed and approved by the Board of Comnissioners of the City of Salina'. May 19th, 1924 and a record of the vote on its final adoption is found on page 1/ S— of Journal Number 10. —i—ultyy I er c (Published in The 15alina Daily Union 1924) ORDINANCE NO. A n Ordinance regulating the business of plumbing, drainage and ventil- ation of buildings and repealing Ordinance No. 1618 and Ordinance No. 2374 and all other ordinances or parts thereof in conflict with this ordinance. BE IT ORDAINED by the Board of Commissioners of the City of Salina, Kansas: Section 1. DEFINITIONS:- The words and phrases used in this ord- inance shall, for the purpose of this ordinance, be construed as follows: The word "person" shall be construed and held to be any person or persons, partnership, corporation or any officer, agent, employee or servent of any corporation or any other person or combination of persons, either natural or artificial by whatever name he or they may be called, The word "master -plumber" shall be construed and held to be any person who is a practical plumber and has charge of doing plumbing work either as foreman or contractor. The vrord-°employing-plurriber"---sha:ll-be-construed and held to be any person who employs plumbers for the purpose of doing a plumbing business. The word "journeyman -plumber" shall be construed and held to be any person who does plumbing work for others and who is not a master -plumber or an employing -plumber as specified above. Plumbing is hereby defined to include the pipes, fixtures and appur- tenances thereto, which are used to connect the water from the main and to distribute it in or about any premises or building, for any use whatever, and all pipes or appurtenances used or to be used for conveying sewage, liquids or water within and outside of foundation walls of any building and connected with the public sewers or private cess pools and all pipes and appurtenances used to ventilate the drains, fixtures and traps in any building so connected, so that all pipes and connections through which gases, vapors or waters of any kind may discharge into cess pools or pub- lic sewers. "2,1 Section 2. INSrECTOR:. The office of Plumbing Inspector for the be ex -officio and City of Salina is hereby created and the Building Inspector shall/act as the Plumbing Inspector for the City of Salina and do and perform the duties of said Plumbing Inspector as prescribed in this ordinance in addition to his duties as Building Inspector. Section 3. FEES FOR INSPECTION: The Plumbing Inspector shall collect an inspection fee of $1.00 for the first two. fixtures installed and 50� for each additional fixture and water and sewer connection up to twelve, and 25� for each fixture and connection over twelve, to be paid by the party requiring his services, which fees shall be paid direct to the Plumbing Inspector, to be accounted for by him and paid into the City Clerk in the same manner as other fees collected by him as Building Inspector shall be collected for and paid. No person or persons shall hereafter connect with the sewer system or water mains without first having received a certificate from said Inspector, approving the sewer- ing and plumbing -and acceptitTg"such connection. The said Inspector may condemn and disconnect any connection with said sewer system or water main for any failure to comply with the provisions of this ordinance. The said Inspector,`at any reasonable time, shall have free access to all premises using said sewer system for the purpose of examining any connections %herein' Section 4. DEFECTIVE PLUMBING: All house drains, waste, soil and vent pipes, traps and water pipes in any building or premises shall at all times be kept in good order and repair so that no gases or odors shall es- cape therefrom and whenever the Plumbing Inspector shall find defects in any plumbing or drainage in violation of the requirements of this or any ordinance of the City of Salina, he shall order the same to be taken out or corrected and made to conform thereto. Section 5. APPLICATION FOR PERMIT: It shall be unlawful for any person to make or cause to be made any connection with the sewer main or laterals or water mains in the City of Salina, or to install any plumbing work, the construction of which is regulated and governed by the provisions of this ordinance, in any building in the City of Salina, I securing a permit therefor from the Plumbing Inspector, an;. application 1 for which shall first be made to such Inspector, stating the location and nature of the work on forms to be supplied by such Inspector; Provided However, that no such application or permit shall be required for repair- ing or replacing any old fixture, faucet or valve by a new one to be used for the same purpose, or for forcing out stoppage, repairing leaks or relieving frozen pipes or fittings, or other emergency repairs, but all such work shall comply with the requirements of this ordinance. Section 6. PERMIT FOR REMOVAL OF SIDEWALK OR PAVING:- No permit shall be granted to any master or employing plumber or to any person to excavate or to take up pavement or sidewalks until a vmitten application signed by said master or employing plumber or person, shall be given to ; the City Clerk, to bekept by him, such application to be made and all. work thereunder to be done in strict,accordance with the ordinances now in effect or hereafter enacted. Section 7. LICENSE AND BOND: All master -plumbers or employing. plumbers, before being granted a permit to engage in the plumbing business or to work on said sewer system and connecting to water mains of said City by the City Clerk, must pay to said City Clerk a license tax of X25.00 per year and procure from him a license to do such work, execute to the City, a surety bond in the sum of $1,000.00 to be approved by the Board of Commissioners, conditioned for the good and faithful performance of work to be done by him upon the sewer system or water mains of said City, or the connection therewith and to hold the City harmless from all damage arising from open trench work or otherwise, or on account ofcareless or negligent work. Section 8. CONNECTIONS: All connections in said City on, over, through or along any street, lane, avenue or alley, fh�_the 4eater.._, mains to the curb line A',. -shall* b;e; double extra strong lead pipe r not less than 3/4 inches in diameter, ig"i+b*" -v�and,no pipe of other material except approved cast iron pipe 2 inches or larger shall be per- mitted or used in making such connections.. All joints and connections L14" shall be of brass screw type ,or wiped ,joints. At the curb line a "T" handled round way stop with an inverted key must be properly fitted with a cast iron curb box marked "Water" on the cover. The top of this curb, box must be flush with the top of the ground. On the inside of the foun- dation of the building a stop and waste cock must be placed. All main'. water pipes and branches inside of the building must drain toward this cock. Section 9. EARTHENWARE PIPE: All earthenware pipe andttings (No. 1/4 bend allowed) shall be Grade No. 1 of the hub or spigot pattern, cyl- indrical in section, thoroughly vitrified through the thickness of the pipe and thoroughly salt glazed over the entire inner and outer surface, with an inside diameter of not less than 6 inches. Each length shall be of uniform calibre; smooth bore throughout, without twist or wind and free from fire cracks, blisters, flaws or other defects, and shall be laid to a true and even grade having a fall of not less than 1/4 inch to the foot. All joints made air and water tight mtghMIC-1-E with live cement wall packed' in the hub and swabbed clean and left free from all obstruction. Section 10. CAST IRON PIPE: All cast iron pipe and fittings shall be sound, cylindrical and smooth, free from cracks and holes- and other defects, of a uniform thickness and not lighter than commercial grade known as.Standard or Extra heavy. All pipe shall be coated at the factory with asphaltum or coal -tar pitch. Section 11. IRON PIPs, - QUALITY AND COATING uF PIPE AND FITTINGS: All iron pipe used for water and vent pipes shall be galvanized iron and the malleable fittings galvanized, the cast iron fittings galvanized. All waste and drain pipe must be cast iron, lead or brass, or galvanized wrought iron may be used when the entire drainage system is Durham. The fittings for waste shall be of cast iron or brass. Refrigerator waste shall be cast iron, galvanized iron, brass or recessed drainage fittings with smodlth interior waterway and threads tapped out of solid metal so as to give a uniform grade to branches of not less than 1/4 of an inch per foot. Threaded fittings for vents and back vents 2 inches or less shall be gal- vanized m4t7leable iron. Threaded fittings for larger dimensions shall be brass, galvanized malleable iron or cast iron. It 5 It Section 12.'' LEAD PIPE - WEIGHT OF SANTE: All pipe used for branch soil, waste, vent or flush pipes shall be of the best quality of drawn pipe of not less weight per lineal foot than showns.in the following table: Internal Diameter 11 inches 12 inches 2 inches 3 inches 4 inches Wt. per Foot. 2 lb. 8 oz. 3 lb. 8 Oz. 4 lbs. 6 lbs. 8 lbs. Section �3. SHEET LEAD: Sheet lead for roof flashing shall not weigh less than 3 pounds to the.square foot and shall extend not less than 6 inches from the pipe and the joint shall be made water tight. Moulded flash of approved type may be used. Section 14. WATER AND AIR -TIGHT JOINTS: All joints and connections mentioned under this title shall be made gas and water -bight. Section 15. CAST-IRON PIPE: All joints in cast iron pipe shall be made with lead well calked and not less than 1 inch deep, and no paint, varnish or putty shall be applied until the joints have been tested. Oakum shall be used toreven;the lead from running through the joints. GALVANZ�ED S6c` nn 1 ./IRON AND BRASS: Joints in galvanized iron or brass pipes shall be standard screw joints and all joints shall be made up, of white or red lead or mineral paint. Section 17. GALVANIZED IRON AND BRASS TO CAST IRON: Connections be- tween galvanized iron or brass to cast iron shall be either calked joint V�o r screw ,joint. No slip ,joint connection will be allowed congealed on the :-aside of the trap. Section 18. LEAD PIPE: Joints in lead pipe or between lead pipes and �`''' i prods 6�;brass or copper shall in all cases be full wiped ,joints. C: Section 19. LF.ID TO IRON PIPES: All connections of lead to iron pipe must be made with a cast brass or copper ferrule the same size as the opening into the iron soil pipe and the lead neatly and substantially join- ed to the brass or copper ferrule by a wiped joint and then calked into the hub of the iron pipe with oakum or molten lead the same as for iron soil pipe joints. Section 20. WOODEN JOIST CONSTRUCTION: In wooden joist construction f ZZU the connection between the fixture and soil pipe shall have a suitable length of lead pipe between the wiped joint and the underside of the floor. Section 21. PROHIBITED JOINTS:- Any fitting or connection which has or forms an enlargement, chamber or recess with a ledge, shoulder or re- duction of the pipe area in the direction of the flow on the outlet or drain side of any trap is prohibited. Section 22. EXPANSION OR TOGGLE BOLTS:- Connections or hangers, pipe supports or fixtures, settings with masonry or stone backing shall be made with expansion or toggle bolts without the use of wood plugs. Section 23. TRAPS AND CLEAN -OUTS, WHERE USED:- Each single fixture, except those wasting as prescribed under this ordinance, shall be sep- arately trapped by a water seal trap, placed as close to the fixture as possible. KIND OF TRAPS:- Every trap shall be self-cleaning. Brass tubing traps shall be not less than 17 g" ge thick. No form of trap which depends upon action of movable parts for its seal°�4skall be used. No trap which depends upon concealed interior partions��rf�y t's/seal or which has an interior partition that in case of defect would?allow )the passage of sewer air shall be used. k�b.ve`r�y.,�drum trap shall b6N6olinystalled that the water seal will protect the �trap "sFcrew from sewer air a7`d shall be vented . i, r>� from underneath the floor as -near> the,",to•p,,_of the trap as possible with lead pipe neatly wiped into the trap�and',garri!jA�above the water line of the fixture. All vent lines shall in no case be less than the schedule of size as herein given for the different classes of fixtures. Traps for � bath tubs, basins, sinks or other similar fixtures shall be made of lead or brass. WATER SEAL:- Each trap shall have a water seal of not less than 2 inches. .CLEANOUTS:- Each trap, except those in combination with fixtures where trap seal is plainly visible and accessible, shall be provided with a brass trap screw. Traps placed between the floor shall have a brass trap screw for cleaning, in plain view or flush with the floor or readily access- ible from or under the floor. TRAP LEVELS AND PROTECTION:- All traps shall be rigidly supported and set true with respect to their wetter level, and shall be so located as to protect their seal. OVERFLOW CONNECi'IONS:- Overflow pipes from fixtures shall in each case be connected on the inlet side of the trap. FLOOR DRAINS:- Floor drains will be permitted only 1171' when they connect to a trap with a permanent water seal. Section 24. CLEAN -OUTS:- (Size) Cleanouts shall .be of the same size as the pipe up to 4 inches, in diameter, and not less than 4 inches for larger pipe traps. Cleanouts shall be at least '4 inches long with airtight screw joints with brass plugs. (Where required.) Cleanouts shall be pro- vided at the foot of all vertical lines of soil pipe and at the end of each horizontal line, and at each change of direction which is more than 5 feet in length. The distance between the Cleanouts shall not exceed 25, feet. There shall be at least one 4 -inch cleanout provided in the house drain made with a full size Y branch just inside of the w&11 near the hol4se drain and house sewer connection. Intermediate Cleanouts may be made with T cleanout with brass trap screw. (Manholes.) All underground traps and Cleanouts inside a building, except where the cleanout traps are flush with the cellar floor, shall be made accessible by manholes with proper metallic covers and all exterior underground traps with inaccessible Clean - outs shall be also placed in manholes. (Location.) All traps and Clean - outs shall be located so as to be easily accessible for cleaning. Section 25. GRADE OF HORIZONTAL PIPES:- All horizontal piping shall be run in practical alignment and at a uniform grade not less than 1/4 inch per foot where possible for soil or waste pipes and house drains suspended by iron hangers upon piers, posts or wall ledges and not less than 1/8 inch per foot for vent or ventilation pipes and underground drains. Section 26. CHANGE OF DIRECTION:- All drains and plumbing pipes shall be rigidly secured or supported to keep their alignment and grade and all changes of directions, 1 -horizontal runs shall be made with Y!s sixth, eighth or sixteenth bends, except between the joists above the first floor. Increase or reduction in size shall be made by the use ofl proper fitting. Section 27. PROHIBITED e.)'F sanitary T branches shall b' pipe, nor shall double hubs or st pipe* S:* No double hub, doublb Ir. Y, or n., piz,ontal or vertlzdl .runs of waste s hinge on the soil or waste Section 28. OFFSETS IN MAINS:'^ Offsets in the mains of all stacks shall be avdided if possible but when unavoidable they shall be made with 45 degree fittings, if possible. im Section 29. DRAINAGE EXCAVATIONS:- All excavations required to be made for the installation of a house drainage system or any part thereof within the walls of a building shall be open tranch work. All such trenches shall be kept open until piping has been inspected. Section 30, STACK SUPPORTS:- All free standing stacks shall be thor- oughly supported on concrete or masonry piers at their base, and those 40 feet or more in height shall also be provided with foot rests at their base and also with floor rests or supports at every floor. The pipe supports according to their location shall be made either of heavy iron posts, hang- ers, wall brackets or steel fittings, concrete or masonry piers, provided that no brick pier shall be less than 8 inches square. The use of pipe hooks shall'be prohibited for larger than lz inch pipes. Section 31. OLD HOUSE SEWERS:- Old house drains may be used to connect with new buildings or new plumbing only when they are found, on examination and test, to conform in all respects to the requirements governing new sewers or drains, as prescribed in this ordinance. Section 32. HOUSE DRAINS UNDERGROUND:- All house drains shall, wherever possible, be brought into the building 2 feet below the grade level, Section 33. KIND OF PIPE:® All house drains shall be standard or extra heavy cast iron pipe with well leaded and calked joints or lead or brass, pipe. Section 34. DRAINS TO CURB:- Where there is no storm sewer aoaessible the drainage of surface inlets and rain water conductors may be drained separately to the curb line where practicable by drain pipes not less then 4 inches in diameter and discharge into the public gutter. Section 35. HOUSE SEWER:- The drain containing the house sewer, begin- ning 2 feet outside the building wall shall consist of sewer tile. It shall not be laid closeAV than 3 feet to any exterior wall, cellar, basement, well or cistern or less than 2 feet deep where possible. Change in direction shall be made with long curves 1/8 bends or Y's. No person or persons, other than duly bonded and licensed plumbers of the City of Galina, or their duly authorized employees shall be permitted to open or connect any private or public building service to any city sewer whatsoever. Section 36, EARTHENWARE YARD DRAINS:- Barn and stable drains may be of earthenware and all such drains shall be trapped and connected with the house sewer outside of the house drain connection. No earthenware drains from kitchen sinks shall be less than 4 inches. Overflow pipes from cis- terns shall not connect with any house sewer. Section 37. EXHAUST, BLOW -OFFS AND DRIPPIPE CONNECTION'S:- The exhaust, blow -off., sediment or drip pipe from a steam boiler shall not connect dir- ectly with any sewer, drain, soil or waste pipe. Such pipes shall discharge into the top and above the line of discharge of a suitable tank or con- densormade of wrought or cast iron, provided with a relief pipe of at least 2 inches in diameter, extending to the outer air. 'i'he waste from said tank or condenser shall be taken from the bottom and be at least 1 size larger than the inlet, but not less than 2 inches in diameter, and provided with a trap that has a seal of not less than 24 inches, and wherever possible shall connect to the house sewer andd not to the house drain. When blow -off tanks discharge water at a higher temperature than 140 degrees, they shall be provided with a cooling device. Section 38. CONNECTIONS WITH CONDUCTORS PROHIBITED:- Conductor pipes shall not be used as soil, waste or vent pipes, nor shall any soil, waste . or vent pipe be used as conductors. Section 39. SOIL, WASTE AND VENT PIPES:- All main and branch soil and waste pipes, except as otherwise provided in this ordinance, shall be cast iron, lead or brass. For buildings less than 3 stories in height standard soil pipe of the following weights shall be used. 2 inch 3- lbs per ft. 3 inch 452- lbs per ft. 4 inch 6Q lbs per ft. 5 inch 8 lbs per ft. 6 inch 10* lbs per ft. with corresponding fittings shall be used. All buildings 3 stories or more in height, extra heavy soil pipe of the following weights: - 2 inch 51 lbs per ft. 3 inch 912 lbs per ft. 4 inch 13 lbs per ft. 5 inch 17 lbs per ft. 6 inch 202 lbs per ft. with corresponding fittings shall be used. When lead pipe is used for waste or vent pipes it shall have a weight of not less than sP%ti jM as follows: 1110° 14 inch pipe 12 inch pipe 2 inch pipe 3 inch pipe 32 inch pipe 4 inch pipe L- 2� lbs per lineal ft. 32 lbs per lineal ft. 4 lbs per lineal ft. 5 lbs per lineal ft. 62 lbs per lineal ft. 8 lbs per lineal ft. Lead bends and drum traps used shall be known as extra heavy. The minimum inside diameter of soil pipe or lead waste pipe to any fixture shall be as follows: 1 to 7 water closets 4 inch for main line, 8 to 12 water closets 5 inch for main line, More than 12 closets on 1 line of waste pipe, 6 inch pipe shall be used for main line. ft. or less. Private kitchen sinks 12 inch waste. in", Hotel or restaurant sinks 3 inch waste. or less. Slbp sinks, waste full size of opening in sink. Garage drains or sand traps 4 inch waste. 11 Grease traps 3 inch waste Lavatories Hotel dish washers 11 inch waste. for 30 Bath tubs 12 inch waste. Laundry tubs Lavatories 1- inch waste. for 30 Laundry tubs12 inch waste. Slpp winks Drinking fountains 11 inch waste. less. Bar sinks and drains 32 inch waste. Inc. Independent showers 2;inch waste. Bar sinks and drains Sitz baths 12 inch waste. for 30 Combined laundry tubs 8; sinks 2 inch waste. Independent showers Bedets 4 inch waste. for 30 Urinals Not less than 12 inch waste or size of waste opening in fixture. in. for 30 6" x 6" to 12" x 12" floor drains 2 inch waste. or less. urger than 12"the full size of drain opening. Where more than one fixture enters the same line the waste shall be increased 1 size at the junction up to 2 inches. shower bath traps 12 Section 40. REVENT PIPE STACKS:- The revent pipe stack shall be as follows: Closets 2 in'c. for 30 ft. or less. Kitchen sinks 11 in", for 30 ft. or less. Urinals 12'�jne. for 30 ft, or less. Bath tubs 11 inches for 30 ft. or less. Lavatories 111 in. for 30 ft. or less. Laundry tubs 12 it, for 30 ft. ou less. Slpp winks 2 in. for 30 ft. or less. Combined sinks &tubs 11 Inc. for 30 ft. or less. Bar sinks and drains 11 in, for 30 ft. or less. Independent showers 1If in, for 30 ft. or .less Sitz baths 14 in. for 30 ft. or less. Drinking fountains 1.L in. for 30 ft. or less. shower bath traps 12 in. for 30 ft. or less. Grease traps 2 in. fresh air inlet. Syphonic action closet bowls and bedets shall be vented thru the main stack. All lines of vent pipe to any 1 fixture more than 30 feet in length shall be increased 1 size up to 60 feet in length and 2 sizes up to 100 feet in length. in any case where a closet is located on a horizontal branch in excess of,b feet from the main line of soil stack it must be vented by W running a separate vent not less than 2 inch internal diameter. This vent, may be carried thru the roof or connected to the main vent stack not less than 1 foot above the water line of the highest fixture. This vent must be taken out of the branch line to the closet at a point as near the bottom of the closet as possible with 2 inch lead carried above the water line of the fixture, or by inserting a 4 x 2 fitting in waste line as near the leadconnection as possible. In any case, when 2 or more fixtures are connected to 1 line of vent pipe, the line of pipe above or beyond the junction points.must be increased 1 size for each fixture so connected up to 2 inch pipe. In no case shall there be more than 10 fixtures connected to a 2 inch vent pipe. .All lines of re -vent pipe must oe carried in the most direct line possible from the trap ii serves to its outlet and it can either be connected to the main soil stack not less than 1 foot above the water line of the highest fixture or be carried through the roof indepen- dent. If it is run thru the roof it must be flashed the same as for main soil stack. Section 41. TERMINALS:- The roof terminals of all vent pipes shall be at least 3 feet above any door, window, scuttle or air shaft when lo- cated at distances l6ss than 12 feet from such terminal. Section 42. TERMINALS ADJOINING HIGH BUILDINGS:- No soil, waste or vent pipe extension of any new or existing building shall be run or placed on the outside of a wall, but shall be carried up in the inside tc1'the roof. In the event that a new building is built higher than an existing. building, the owner of the new building shall not locate windows within 12 feet of army existing vent stack on the lower building, unless the owner of such new building shall defray the expenses of, or shall himself make such alteration to conform with this ordinance. It shall be the duty of the owner of the lower or existing building to make such alteration therein upon receipt, in advance, of money or security therefor, sufficient for the purpose from the owner of the new or higher building, or to permit the election of the owner of the new or higher building the making of such alteration by the owner of said new or higher building. Section 43. VEN'rS, LENGTHS FROM TRAPS:- The back vent of any fixture traps shall be as close to the traps as practicable, consistent with its location and effectiveness. The developed length of the waste pipe of any A nlr2n fixture from its trap to.the vent pipe shall not exceed 18 inches. Section 44. MAIN VENTS:- Every building in which water closets are installed shall have at least one 4 -inch soil pipe stack extending thru the roof. All main vents shall be connected, at their base, to the main waste or soil pipe at or below the lowest branch of fixtures fitting, and shall be extended thru and above the roof. Section 45. VENT PIPE GRADES AND CONNECTIONS:- All branch vent and back vent pipes shall be free from drops or sags and be graded and connected as to drip back to the soil or waste pipe by gravity. On horizontal runs such connections shall be taken off above the center line as near the crown as possible and rise at least 6 inches above seal before being offset horizon- tally. Section 46. BACK VENTS FOR FIn TURES:- Where bath rooms, water closets or other fixtures are located on opposite sides of a wall or partition or are directly adjacent to each other in an inseparable dwelling, such fix- tures may have a common soil or waste pipe and vent pipe stack. Section 47. SUMP PITS IN BASEMENTS:- All siunp pits for cellar drains shall be constracted.of glazed vitrified pine of cement or brick,�plastered with Portland cement mortar, having an internal diameter of not less than 15 inches and be fitted with cast iron bell trap cover and mbobe-readily accessible for cleaning. A diagram of same can be seen at the office of the Plumbing Inspector. Section 48. TRAP SACK VENTED:- Every fixture trap shall be protected from syphonage and air circulation assured by means of a vent or back vent pipe. beetion 49. BACK VENTING WATER CLOSETS:- Every water closet, pedestal urinal or slop sink b feet or more from the main vent, having a floor con- nection shall be back vented from the soil or waste branch and preferrably on the top of the branch. When connected with the vertical arm of a bend'it shall be made above the top of the horizontal branch. When plumbing fixtures are installed in basements, where they come below sidewalk grade, they sbk ll have a gate valve between such fixtures and the main drain so that the fix- tures ix-tures above the basement floors can be used when said gate valve is closed. Said gate valve shall be of iron body with hub ends for connecting drain. • "13" . Gr Section 50. GAS WATER HEATERS:- All gas water heaters must have vent connection to flue. Section 51. REFRIGERATOR WASTE:- Waste pipes from refrigerators or other receptacles in which provisions are stored shall not be connectedldir- ectly with the drainage system, but shall be so arranged as to waste on an open tray in plain sight below the refrigerator. 'Phis tray may be con- nected with the drainage system upon being properly trapped and vented. Section 52. URINAL SAFES:- Urinal platform and safes shall not be directly connected with any soil or drain or waste pipe, except when. used in combination with a urinal floor gutter. The outlet of such gutter -shall be provided with a brass strainer, a deep seal or drum trap waste of not less than 2 inches with arrangements for fiushing same while in use. if such safe waste also serves as a floor waste outlet, the trap shall be at least 3 inches in diameter. Section 53. KITCHEN WASTES:- Kitchen or other greasy wastes from hotels restaurants, club houses, public institutions or other establishments. in which/cooking is done, or greasy wastes obtained, shall be intercepted by a catch basin or grease trap and then conducted to the house sewer. Section 54. GARAGE AND STABLE WASTES:- All liquid wastes from garages, barns, stables, manure pips; and stable yards shall be intrVpted before twa ped' entering the sewer by a suitable catch basin, properly%o'f a design to be approved by the Plumbing Inspector. Section 55. MATERIALS:= All receptacles used for water closets, uri- nals or otherwise for the disposal of human excreta, shall be either vit- rified earthenware, hard natural stone or cast iron white porcelain enam- eled on the inside. If a cast iron is used, it shall be enameled or painted on the outside with at least 3 coats of non-absorbent paint, Section 56. WATER CLOSET BOWLS:- The bowls and traps for water closets shall be made in the piece of such shape and form as to hold a sufficient quantity of water when filled up to the trap.overflow so as to completely submerge any matter deposited in same and properly flush and scour the,soil pipe when contents of the bowl are discharged, except that nothing in this section shall apply to latrine closets. s "14" Section 57. CLOSETS SUPPLY:- Excepting flushometer, a group of water closets may be supplied from one tank but water closets located on different floors must not be supplied from 1 tank. Section 58. FROST PROOF CLOSETS:- Frost proof closets with tanks will not be pens -fitted in public buildings or private residences without special permit from the Plumbing Inspector, but shall.be perimitted to be in ) installed /outside closet buildingso'rixarerooms when separately partitioned off' and ventilated. Olosets when so installed must be trapped with a half "S" trap constructed of cast iron and placed at a depth to prevent freez- ing. A.2 -inch vent must be taken out of the waste pipe below the floor and as near the bottom of the hopper as possible and carried up and through the roof of the building. Galvanized iron or cast iron pipe may be useddi for this vent. No frost proof closet without flushing tank will be permitted action 59. CLOSET FLUSH - When water closets are supplied from tanks the down or flush pipe shall be in no case less than 14 inches in diameter.. Section 60. CLOSET LEAD BEND.- when a water closet is connected to the soil pipe by and thru a lead bend, then the outlet side of the bend must be properly wiped to a brass ferrule and the ferrule properly calked into the receiving hub. Section 61. CLOSET LEAD CONNECTION:- When a water closet is not con - netted to the soil pipe by a lead bend, then it may be connected by and th ru a lead pipe lengthening piece, whish shall be properly wiped to a heavy brass ferrule to be properly calked into the receiving hub. Section 62. CLOSET FLANGES:- When under the two preceeding sections closets are connected by and thru lead pipe, then suitable brass floor flan- ges securely soldered to lead pipe shall be used and when set on cement floor, cast iron soil pipe may be used in place of lead, using a cast if!on floor flange calked into the cast iron pipe. Cast iron bowls shall be lead and oakum caiiked� joints. Section 63. FIXTURE GROJNDS:- Whenever fixtures hang on plastered walls there must be grounds placed back of the lath and plaster that the hanger or brackets of the fixture may tie properly fastened thereto. This work must be done before calling the Inspector. In case the work is not ready for inspects: nor approved, a fee of 25r will be charged for each "15" additional call of the Inspector. Section 64. CLOSET - MATERIALS OF:- When water closets are so constructed that the trap is a part of the closet, then they must be of all?searthenware,i anameled.iron or a combination of these materials. Section 65. CLOSET -POROUS, PROHIBITED:- All water closet receivers must be of either earthenware or enameled iron. No store, cement, brick or wooden or other porous substance will be permitted. This shall apply to both single water closets and closets built in series or ranges. Section 66. URINALS, MATERIAL AND SUPPLY:- Urinals must be of either enameled iron or porcelain and excepting flushometers must be supplied from a tank or tanks or system the water of which shall be used for no other purpose. section 67. URINALS, GROUPS'- A group of urinals may be supplied from 1 tank, the capacity of which is to be proportionate to the number of urinals supplied but in no case shall the capacity be less than 1 gallon for each urinal served. The flush -pipes must be sufficiently large. Section 68. URINAL GROUP DEFINP9:- More than 2 urinals shall be construed as being a group of urinals and the flush pipe or pipes thereto must be so arranged as to provide an equalized pressure and volume of water to all and each urinal on the range. Section 69. URINAL SUPPLY, FLOORS:- Excepting flushometer, urinals situated on different stories must be supplied by tanks located on the same story as that on which the urinals are. Section 70. OPEN PLUMBING.- All plumbing fixtures, except kitchen sinks shall be installed or set free and open from all inclosing work. Where practicable all pipes from fixtures shall be run to the wall. and Section 71.VISIBLE TRAP SEAL:- All water closets` pedestal urinals with trap combined shall have visible trap seals. Section 72. FLUSHING R11IS:- All water closets or pedestal urinals shall be provided with flushing rims constructed so as to flush the inter - for surface of the bowl thereof with water as prescribed in subsequent sections of this ordinance. Section 73. LOPV-DOWN CLOSETS:- Water Closets with low-down tanks shall be of a sgphon pattern provided with refilling devices. Section 74, WATER CLOSETS PROHIBITED:- Pan valve, plunger, offset washouts and other water closets, except latrines, having walls which are not thoroughly washed at each discharge are prohibited. Long hopper water closets and similar appliances shall not hereafter be installed inany building except outside closets. Section 75. URINALS:- All urinals, trough5s or gutters other than those heretofore prescribed, shall be constructed of materials impfr.vious to moisture and that will not corrode under the action of urine. When floor gutters are used(as urinals, the gutters shall be made with impervious material, and the floors and wall within five feet of such gutter shall be equally wAter-tight. and impervious. In districts having, no sewer connect- ions, copper or galvanized iron urinal troughs may be used in out houses, sheds, barns and in yards and at least 20 feet distant from any building of a better grade. Section 76. WOODEN TRAYS AND SINKS: Fixed wooden wash trays, sinks or bathtubs are prohibited in buildings designed or used for human habitation. Section 77, BATH TUBS:- All fixtures having a waste either connected to the sewer, cess pool or open waste must be trapped with a water sealing trap the same size as the minimum inside diameter given for waste pipes in this ordinance and in no case shall the trap exceed a distance of 2 feet from the fixture it serves. All bath tubs must be trapped with a lead drum trap not less than 4 inches in diameter and 8 inches long fitted with a 4 -inch brass trap screw so placed as to be accessible for cleaning. All independent shower baths must be properly trapped and vented. No new copper lined wooden bath tubs shall be installed nor shall any old fixture of this class be reconnected. Any defective bath tub condemned by the Plumbing Inspector must be removed. �/ Section 78. VIATER SUPPLY FIXTURES:- Water closets, urinals or other plumbing fixtures shall be provided with a sufficient supply of water for flushing to keep them in a proper and sanitary condition. Section 79, VIP TER CLOSETS SUPPLY:- No water closet or urinal bowl shall be supplied directly from the water supply pipes excepting anti - freezing closets and closets with automatic control valves. Every water °17" closet or urinal bowl shall be directly flushed through a flushing tank of at least 4 gallons capacity for water closets and 2 gallons for urin- als. The tank shall be properly supplied with water and the flush pipe to the water closet or urinal shall be at least 11 inches im diameter, except for outside hoppers and urinals. Section 80. FLUSHING TANKS, GROUPS OF FIXTURES:- A group of urinals on the same floor, subject to constant use, as in schools, factories, etc., may be supplied from one tab K if provided with an automatic sim- ultaneous flush, provided that each individual urinal shall receive not less than 1 gallon of water at each flushing and the discharge is of such force as to cleanse each individual bowl at each flush. Section 81 URINAL TROUGH AND GUTTERS:- Urinal troughs and gutters shall be flushed either by an automatic flushing tank the same as re- quired for individual urinals or may be flushed by a direct water supply thru a brass pipe carried the full length of the trough, perforated every 2 inches. Section 82. FLUSHING TANKS:- All valves of flushing tanks shall be so fitted and adjusted as to prevent the waste of water. The water from flushing tanks shall not be used for other purposes. Section 8$. STABLE, GARAGE AND YARD DRAINS:- IF a stable, garage or any part of a stable is used for human habitation, the same tests and inspection of plumbing and drainage system thereof shall be made as in the case of an ordinary dwelling. Section 84. COVERING OF WORK:- No part of any plumbing shall be covered until same has been inspected, tested and approved, except as pre- viously provided for in this ordinance. Section 85. VENTILATORS:- No brick, sheet metal or earthenware flues will be used as a sewer ventilator, nor shall any chimney flue be used for that purpose. Terminals of all vents must be at least 12 feet from any water tank, air shaft, window or any opening. Section 86, DEFECTIVE WORK:- If tests show defects the defective work or material shall be replaced within 3 days and the test again applied. In all cases the Plumbing Inspector shall designate the points at which the pressure shall be relieved or drawn off. r M Section 87, REPAIRS:- Tests shall not be required after the repairing or replacing of any old fixture, faucet or valve by a new one to be used for the same purpose, forcing out stoppage, repairing leaks or relieving frozen pipes and fittings, but such repairs or alterations shall not be construed to include cases where new or vertical or horizontal lines of soil, waste, vent or interior leader or conductor pipes are used, or their relative locations changed, provided that in a building condemned by the Plumbing Inspector, because of unsanitary conditions of the house drainage or plumbing, no such drainage or plumbing shall be considered as coming under the head of repairs, but all such house drainage or plumbing shall be done as in the case of new buildings. Section 88. CESS POOLS PM1.11TTED:- Tight or leaching cess pools may be used to receive the discharge from water closets and sinks only when written permission to that effect has been secured from the Plumbing In- spector and such permission shall only be given when a public sewage sys- tem is not available, Section 89. INSPECTOR'S SPECIAL PERMIT, RECONSTROCTIOPI:- Where addi- tional fixtures are required or alterations are to be made, which cannot be practicably constructed in accordance with the provisions of this ordin- ance, a special permit for such work may be issued by the Plumbing Inspector if, in his judgment, the conditions require it. All reconstruction of plumb- ing work shall be done in accordance with the provisions of this ordinance, Section 90, NOT TO APPLY TO PRIOR PLUMBING:- The provisions of this ordinance shall not apply to plumbing of buildings which have been connected with the sewer system or water mains prior to the passage of this ordinance. but such plumbing or service connections with the sewer system or water mains may be inspected when so ordered by the Board of commissioners or by the City Board of Health whenever such Board may be created, without cost or charge to the owner or owners of such buildings, and any such connections found to be defective may be ordered changed, altered , repaired! or removed. Section 91. PENALTY:- Any person violating any of the provisions of this ordinance shall', upon conviction, be deemed guilty of a misdemeanor and shall be fined in any s�3n not less than $5.00 nor more than $50.00. °1911 Section 92. PRESSURE REDUCIT46 VALVE:- That the use of a pressure reducing valve at some point in the water line between the water, main and the fixtures in any house or other building, for the purpose of main- taining a fixed maximum pressure on such fixtures and the water' connect'-' ions within any house or building, regardless of the pressure in the water main, is recommended, but that the use of such pressure reducing valve shall be optional with the owner of any such building. Section 93. REPEALING ORDINANCES:'_ That Ordinance No. 1618, and Ordinance No. 2374 of the Oity of Salina, Kansas, and all other ordinances or parts thereof of the Oity of Salina in conflict with the provisions of this ordinance be and the same are hereby repealed. Introduced for first reading, Iti4ay 5th, 1924. Passed and approved --------- May 19th, 1924. '__c •ii , yor Attest: City Clerk