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1936 Ordinance C-2BILL No. 2 Ordinance i:o. C-2 ORDINANCE Amending erection 4-A of the Plumbing Ordinance Tao. C-2 Assessing; License !'axes for Carrying, on Plumbing In- stallation in the Town of htlantic Leach, BE IT O1 LAII,:7-,1D BY TP -P, "AYOR AM': TO' )N C0t]1TCIL 0. ' THE TOWN OF ATLr 'TQC BEACH, FLORIDA: Section 1. That the following provision of :section 4-A of Ordinance no. C-2 entitled "An Ordinance rs€essing, License Taxes for carrying on Plurpbing Installation in the Town of Atlantic Beach," namely plumbing; installation license of Live Lollars per annum, be and the same is ?-preby amenr_aed to read ss follows: plumbing Installation 25p00__,_. ,ection 2. All ordinances and arts of ordin_rices in con- flict herewith are to the extent of ouch conflict hereby repeal(.: -.ection 3. This ordinance shall take effect immediatpl«. rassea by the town Council July 6th, 1936. Attest: 1n RULES and REGULATIONS GOVERNING PLUMBING In The C4ty of JACKSONVILLE, FLORIDA 7 Revised as of March 15, 1939 Compiled General Laws of Florida 1927 CHAPTER XXIX—PLUMBERS 3587, 3588. Plumber's Certificate — Any person now or hereafter engaged in or working at the business of plumbing in cities of seven thousand and five hundred population or more in this State, either as master plumber or employing plumber -or as journeyman plumber, shall first receive a certificate thereof in accordance with the provisions of this Chapter. 3589, 3590. Application for certificate; examination — Any person desiring to en- gage in or work at the business of plumb- ing, either as a master plumber or employ- ing plumber or as a journeyman plumber, in cities having a population of seven thou- sand five hundred or more and a system of water supply or sewerage, shall make ap- plication to a board of examiners herein- after provided for, at such times and places as said board may direct. Said examina- tion may be made in whole or in part in writing and shall be of a practical and ele- mentary character, but sufficiently strict to test the qualifications of the applicant. 3591, 3592. Board of examiners; quali- fications; terms of office; compensation — cities having a population of seven thou- sand five hundred inhabitants or more, a board of examiners of plumbers, consisting of three members, one of which shall be chairman of said board of health; a second member, who shall be a master plumber, and a third member, who shall be a jour neyman plumber. Said second and third members shall be appointed by the appoint- ing power of said city or town as provided by charter or ordinance for the term of one year from the first day of January in the year of appointment, thereafter annual- ly before the first flay of January, and shall be paid from the treasury of said city the same as other officers, in such sums as the authorities may designate. 3593, 3594. Examinations of applicants; fees, _ etc. — Said board of examiners shall, as soon as may be after their appointment, meet, and shall then designate the times and places for examination of all applicants desiring to engage in or work at the busi- ness of plumbing within their respective jurisdiction. Said board shall examine said applicants as to their practical knowledge of plumbing, house drainage, and plumbing ventilation, and, if satisfied of the compe- tenvcy of such applicant, shall thereupon issue a certificate to such applicant author- izing him to engage in or work at the busi- ness of plumbing, either as master plumber or employing plumber or as a journeyman plumber. The fee for a certificate for a master plumber or employing plumber shall be five dollars; for a journeyman plumber it shall be two dollars. Said certificate shall be valid for the term of one year, but the same can be renewed if application for re- newal is made to said board not less than thirty days before the expiration of said certificate. The fee- for renewals shall be one dollar. All moneys shall be paid into the city or town treasury for the use of said city or town. 3595, 3596. Cities to provide rules for construction of all plumbing; plumbing in- spector; qualification; reports to city board Of health — All cities or towns in this State and within the provisions of this Chapter, shall provide by ordinance, rules and reg- ulations for the tconstruction and mainte- nance of all plumbing and draining placed in or - on any building or the premises there- of in such city or town, and no work of this character shall be done unless a permit be issued therefor, excepting the repairing of leaks. It shall be the further duty of said cities or towns to provide for the appoint- ment or election of a plumbing inspector and such assistants as are necessary, but said inspector and assistants must be prac- tical plumbers of not less than ten years' experience, whose duty it shall be to see that all rules and regulations touching such Plumbing are faithfully and diligentlob- served and executed. y The plumbing in- spector shall preside. at all meetings of the examining board of plumbers and shall have the deciding voice and vote in all matters connected with the examination of appli- cants and granting of certificates, whenever the remaining members of said board are unable to agree. The plumbing department of every city or town embraced in this Chapter, consisting of the examining board, the plumbing inspector and his assistants, shall be under the supervision of the board of health of said city or town, and the ctor shall rluming ete eport of this edepartment make said board l of health at the end of each year, and oftener as may be required by said board, or pro- vided for by ordinance. 3597, 3598. Counties containing cities of certain population to appoint plumbing inspector; duties. In c containing ounties of this State cities or towns having a popu- lation of seven thousand five hundred in- habitants or more according to the Federal census of 1910, or any subsequent Federal census, the county Commissioners or govern- ing board of said counties are required and hereby empowered to appoint an inspector Of plumbing who shall be a plumber of not less than ten years' experience. His duties shall be to inspect all plumbing and drain- RULES AND REGULATIONS age installed in the territory embraced in a radius of one mile beyond said city or GOVERNING r town's limits, and to do such other work as PLUMBING the said county commissioners may require. All plumbing and drainage done in this ter- In the City of ritory shall be done in conformity with the rules and regulations governing plumbing JACKSONVILLE, FLORIDA in the city or town contiguous thereto. ORDINANCES—L-71, T-19, T-991 T-202 V-43, V-79 and Y-92 SECTION 1. That the following rules and regulations be, and the same are hereby adopted for the construction, maintenance and repairs of plumbing in the city of Jack- sonville.—L-71. Board of Control SEC. 2. All plumbing done in the City of Jacksonville shall be done under the sup- ervision and control of the City Commission of said city.—T-99. Examining Board SEC. 3. There shall be a Board of Ex- aminers of Plumbers consisting of three members, one of whom shall be the Chair- man of the City Board of Health, a second member who shall be a master plumber, and a third member who shall be a journey- man plumber. The said second and third members of said Board of Examiners shall be appointed by the City Commission for the term of one year from the first day of January in the year of appointment and thereafter annually before the first day of January. Each member of said Board, except the Chairman, shall receive for his compensation the sum of Ten dollars per month until Jan. 1, 1939'and Twenty Dol- lars per month from and after Jan. 1, 1939, whilch shall be paid from the funds provided for the operation of the Health Departnient of said City. The said Board of Examiners shall, as soon as may be after their appDi t- ment, meet and shall then designate the time and place for examination of all ap- plicants desiring to engage in or work at the business of plumbing in said City. Said Board shall examine said applicants as to their practical knowledge of plumbing, house drainage and plumbing ventilation, and if satisfied as to the competency of such appli- cants, shall issue a certificate to such ap- plicant authorizing him to engage in or work at the business of plumbing, either as a master plumber or employing plumber or as a journeyman plumber. The fee for exami- nation for a master plumber or employing plumber shall be Five Dollars; for a journey- man plumber it shall be Two Dollars. Said certificate shall be valid for the term of one year, but the same can be renewed without further examination if application is made to said Board not less than thirty days be- fore the expiration of said certificate. The fee for renewing shall be One Dollar. Said Certificate shall be revocable at any time by said Board for cause. All moneys re- ceived hereunder shall be paid into the fund provided for the operation of the Health De- partment of said City. Any person de;,:r- ing to engage in or work at the business of plumbing, either as a master plumber or an employing plumber or as a journeyman plumber, shall make application to said Board of Examiners hereinbefore provided for at such times and places as said Board may designate. Said examination shall be made in whole or in part in writing, and shall be of a pr=tical and elementary character, but sufficiently strict to test the qualifica- tions of the applicant.—T-99. Amend Y-92. Proper Licenses to be Issued SEC. 4 It shall be the duty of the Board of Plumbing Examiners to issue to compet- ent plumbers proper certificates and it shall be unlawful for any person not the holder of a certificate thus issued to engage in the business or trade of plumbing within the limits of the City of Jacksonville, Florida. - 43 -1. Master and Journeyman Plumber Licensed SEC. 5 Every master, employing or journeyman plumber carrying on his busi- ness or trade in the City of Jacksonville shall appear in person before the said Board of Examiners and pass an examination as to his competency as required by law. — T-99. Amend Y-92. Master Plumbers to Give Bond SEC. 6. It shall be required of every person obtaining a master plumber's cer•• tificate, before engaging in the business of master plumber, to pay to the City Treas- urer the sum of Twelve Dollars and Fifty Cents ($12.50) for a license to conduct said business and to execute a bond in the sum of One Thousand Dollars ($1,000.00) with a re- sponsible surety company authorized to do business in Florida as surety, t,onditioned to protect said City and/or the owner or own- ers of premises against all loss or damage occasioned by the negligence of the principal therein in failing to promptly execute and protect all work done by him or his em- ployees or under his direction or supervi- sion and from all loss or damage occasioned by or arising in any manner from any such work done by said principal or his employ- ees or under his direction or supervision, whik.h is not caused by the negligence of said City, its agent or employees; Condi- tioned, further, that the prindipal therein will keep and observe all ordinances at any time enacted by said City, relating in any way to plumbing or plumbing work. Said bond shall be approved by the City Council of said City before the same be- Qomes effective, and may be sued on by said City, and in case of the owner or own- ers of premises damaged by such work, such owners shall be authorized to bring suit in any court of competent jurisd:kztion in the name of the City, for their use and benefit. Provided, however, that in any ac- tion by the owner or owners of the prem- ises damaged, the same shall not involve the City to any expense whatever. — 79-7. Amend W-24. When Licenses and Bonds Expire SEC. 7. All certificates issued by the Board of Plumbing Examiners, licenses and bonds shall expire on and be null and void after September 30th of any year and no plumbing work shall be done and no per- mits .shall be issued to any master or em- ploying plumber who has not such certifi- cate, license and bond as hereinbefore pro- vided in full fov--e and effect. --43-2. Plumber Not to Allow the Use of His Name SEC. 8. No licensed plumber shall allow his name to be used by any person or party, directly or indirectly, either for the purpose of obtaining a permit, or to do any work un- der his license. -71-8. Licensed Plumbers Required on Plumbing SEC. 9. No master or employing plumb- er shall send any person on any job in the capacity of a plumber without such person being in possession of and entitled to a cer- tificate issued by the Board of Plumbing Examiners. -43-3. Plumbing Work Not to be Delayed SEC. 10. It shall be the duty of a mas- ster plumber to construct and complete all plumbing work intrusted to his care without unreasonable delay and with all possible speed. Where work is ordered done by. the Board of Health and the master Plumber fails to do the work within a rea- sonable time by his own neglect or by rea- son of the request of the party for whom he is to do the work he shall forfeit his license for the period of one year and the said license shall be revoked by the board of plumbing examiners. -71-51. Extra Penalty Affecting Journeymen Plumbers SEC. 11. Any journeyman plumber violating any of the sections of this ordi- nance shall forfeit his license for a period of one year, which license shall be revoked by the board of plumbing examiners. -- 71-52. Plans to be Submitted to the Inspector SEC. 12. The drainage and plumbing of all buildings, both public and private, shall be done in accordance with plans previously approved by the Plumbing Inspector. Draw- ings and complete descriptions of proposed work shall be made on forms furnished at the office of the Department of Building. They shall be signed by the owner, or his or their authorized agent, of the property and shall be filed by the master plumber in the office of the Department of Building. Plans must be legibly drawn in ink or copying pencil, one vertical section and one plan being sufficient, if they can be made to show all the work; if not, two or more forms shall be used. Plans shall show the distance in feet from the nearest manhole or inter- secting street property line to the point at which the house sewer or drain is required, the number of the lot, or part thereof, and the•number of the block or square and the name of the subdivision. Alterations in ex- isting work must be shown in black lines for old work and red lines for new work shown on the same plan. Plans will be ap- proved or rejected within two days from the time of filing, and the work shall not be commenced or proceeded with until said plans have been so filed and approved and a permit to do the work issued by the Plumbing Inspector -79-1. Permits Must be Procured SEC. 13. A permit will be required to do plumbing work of any character, repair any plumbing, makg any change", exten- sions or disconnect plumbing or change the location of any fixture, except the repair of leaks. A leak is hereby defined for the purposes of this section to be only such as can be stopped or fixed without changing a fixture or any appurtenance thereof. Before issuing any permit the Plumbing Inspector shall ascertain whether new or second hand fixtures are proposed to be used in the work and whenever second hand fixtures are proposed, the Plumbing In- spector shall require of the applicant satis- factory evidence in writing of the owner- ship of said fixtures and keep a record of the same -43-5. Permits to Master Plumbers SEC. 14. Permits to do plumbing work will be issued to master plumbers only, who shall have a bona fide place of business in the City of Jacksonville, and who shall dis- play on the front of his or their place of business a sign bearing the words "licensed plumber," in addition to the name or names of the person or firm, in letters of not less than three inches high, provided, however, whenever for any cause shown to the plumb- ing inspector it will work an injustice or unreasonable and excessive cost upon any person to employ a master plumber, such person, may upon special permit being 10 granted by said Inspector, employ a licensed journeyman plumber to perform such work in accordance with the rules and regula- tions govering plumbing. --43-6. Sewer Permits to be Paid for SEC. 15. Permits for sewer connections shall not be issued by the Plumbing In- spector until after and when the sewer fees as required by the Sewer Department shall have been paid to the City Treasurer, Sewer permits shall be taken out in suffi- cient time for the connection to be in place, to be connected to the roughing in of the building. For the purpose of this Ordinance the term "roughing in of the building" shall mean that all supply, waste and vent pipes shall be in place, ready to receive the fix- tures. — 79-2. Permits Available on Work SEC. 16. All permits must be kept on the work and be in possession of the person having charge of or performing the work. All permits shall be exhibited upon a re- quest to do so, by any authorized person. —19-185. Owner's Risk SEC. 17. Permits for all rain water pipes, sewers, plumbing or appurtenances thereto are given on condition that the own- er, builder or occupant assume all risk of damage that may result from the installation of same. -19-186. Plumbing Inspector, Control, Supervision, Duties Plumbing Inspector SEC. 18. When the words 'Plumbing Inspector" are used, it means the person charged with the enforcement of the rules and regulations governing plumbing. -19-171. 11 Control and Supervision SEC. 19. The Plumbing Inspector shall have reasonable control and supervision of the methods and materials used in any part of a plumbing or drainage system. -19-172. SEC. 21. All inspectors shall have had at least ten (10) years practical experience in plumbing and shall not be directly or in- directly engaged in any way with any firm or corporation engaged in the business of contracting or installing plumbing. -19-174. Authority to Enter Buildings SEC. 22. The Plumbing Inspector is empowered and authorized to enter into or upon any public or private building or premises for the purpose of examining, in- specting or testing the plumbing drainage, sewerage or ventilation within such build- ing or premises. -19-175. 12 Investigation of Complaints SEC. 23. The Plumbing Inspector shall examine all premises about which a com- plaint of the plumbing or drainage is made, and he shall, upon evidence of the unsani- tary or unfinished condition thereof, con- demn same and notify the owner or agent of such premises in writing. Any person or persons failing to place the plumbing of such premises or buildings in a proper and sanitary condition, as instructed by the Plumbing Inspector within the time fixed by the Plumbing Inspector, shall be subject to prosecution. -19-176. Approval of Plans SEC. 24. The Plumbing Inspector shall examine all plans and specifications filed in his office for his approval. He shall also issue and sign all notices, certificates, plumb- ing and sewer permits. -19-177. Basic Plumbing Principles SEC. 25. 1. All premises intended for Yuman habitation or occupancy shall be provided with a supply of pure and whole- some water. 2. Buildings in which water -closets and other plumbing fixtures exist shall be pro- vided with a supply of water adequate in volume and pressure for flushing purposes. 3. The pipes conveying water to water - closets shall be of sufficient size to supply the water at a rate required for adequate flushing without unduly reducing the pres- sure at other fixtures. 4. Devices for heating water and stor- ing it in boilers, or hot water tanks, shall be so designed and installed as to prevent all dangers from explosions and also prevent a back flow of hot water through a meter connected with a public water supply. 5. Every building intended for human 13 Duties SEC. 20. The duties of the Plumbing In- spector shall be— (a) The examination and approval of II plans and specifications. (b) The issuance of permits. (c) The collection of fee. p (d) The inspection of plumbing, drain- age and sanitation. (e) The conduct of tests. (f) The issuance of certificates of in- spection and approval. (g) Advisory service to the public in II matters of plumbing regulations. (h) The re -inspection and sanitary maintenance of plumbing. (i) Service on complaint. -19-173. Qualifications SEC. 21. All inspectors shall have had at least ten (10) years practical experience in plumbing and shall not be directly or in- directly engaged in any way with any firm or corporation engaged in the business of contracting or installing plumbing. -19-174. Authority to Enter Buildings SEC. 22. The Plumbing Inspector is empowered and authorized to enter into or upon any public or private building or premises for the purpose of examining, in- specting or testing the plumbing drainage, sewerage or ventilation within such build- ing or premises. -19-175. 12 Investigation of Complaints SEC. 23. The Plumbing Inspector shall examine all premises about which a com- plaint of the plumbing or drainage is made, and he shall, upon evidence of the unsani- tary or unfinished condition thereof, con- demn same and notify the owner or agent of such premises in writing. Any person or persons failing to place the plumbing of such premises or buildings in a proper and sanitary condition, as instructed by the Plumbing Inspector within the time fixed by the Plumbing Inspector, shall be subject to prosecution. -19-176. Approval of Plans SEC. 24. The Plumbing Inspector shall examine all plans and specifications filed in his office for his approval. He shall also issue and sign all notices, certificates, plumb- ing and sewer permits. -19-177. Basic Plumbing Principles SEC. 25. 1. All premises intended for Yuman habitation or occupancy shall be provided with a supply of pure and whole- some water. 2. Buildings in which water -closets and other plumbing fixtures exist shall be pro- vided with a supply of water adequate in volume and pressure for flushing purposes. 3. The pipes conveying water to water - closets shall be of sufficient size to supply the water at a rate required for adequate flushing without unduly reducing the pres- sure at other fixtures. 4. Devices for heating water and stor- ing it in boilers, or hot water tanks, shall be so designed and installed as to prevent all dangers from explosions and also prevent a back flow of hot water through a meter connected with a public water supply. 5. Every building intended for human 13 habitation or occupancy on premises abut- ting on a street in which there is a public sewer shall have a connection with the sewer. 6. In multiple dwellings provided with a house drainage system there shall be, for each family, at least one private water - closet. 7. Plumbing fixtures shall be made of smooth non-absorbent material, shall be free from concealed fouling surfaces, and shall be set free of enclosures. 8• The entire house drainage system shall be so designed, constructed and maintained as to conduct the waste water or sewage quickly from the fixture to the place of dis- posal with velocities which will guard against fouling and the deposit of solids and will pre- vent clogging. 9. The drainage pipes shall be so design- ed and constructed as to be proof, for a rea- sonable life of the building, against leakage of water or drain air due to defective ma- terials, imperfect connections, corrosion, settlements or virbrations of the ground or building, temperature changes, freezing or other causes. 10. The drainage system shall be pro- vided with an adequate number of clean - outs so arranged that in case of stoppage the pipes may be readily accessible. 11. Each fixture or combination fixture shall be provided with a separate, access- ible, self -scouring reliable water -seal trap placed as near to the fixture as possible. 12. The house -drainage shall be so de- signed that there will be an adequate cir- culation of air in all pipes and no danger of syphonage, aspiration, or forcing of trap seals under conditions of ordinary use. 13. The soil stack shall extend full size upward through the roof and have a free opening; the roof terminal being so located 14 that there will be no danger of air passing from it to any window, and no danger of clogging of the pipe by frost or by articles being thrown into it, or of roof water drainage into it. 14. The plumbing system shall be sub- jccted to a water or air pressure test and to a final air -pressure test in such a man- ner as to disclose all leaks and imperfections in the work. 15. No substances, which will clog the pipes, produce explosive mixtures, or de- stroy the pipes or their joints, shall be al- lowed to enter the house -drainage system. 16. Refrigerators, ice -boxes, or recepta- cles for storing food, shall not be connected directly with the drainage system. 17. No water -closet shall be located in a room or compartment which is not prop- erly lighted and ventilated to the outer air. 18. If water -closets or other plumbing fixtures exist in buildings where there is no sewer, within reasonable distance, suit- able provision shall be made for disposing of the house sewage by some method of sewage treatment and disposal satisfactory to the city board of health. 19. Where a house -drainage system may be subjected to back flow of sewage, suit- able provisions shall be made to prevent its overflow in the building. 20. Plumbing systems shall be maintained in a sanitary condition. -19-1. Plumbing Definitions SEC. 26. Plumbing shall be deemed to mean the profession, art or trade of, and all work done and all materials used in and for: (a) introducing, maintaining and ex- tending a supply of water through a pipe or pipes, or any appurtenances thereof, in a building, lot, premises, or establishment; (b) installing, connecting or repairing any 15 system of drainage whereby foul waste, rain or surplus water, gas, odor, vapor or fluid is discharged or proposed to be dis- charged through a pipe or pipes from any building, lot, premises, or establishment in- to any main public or private sewer, drain, pit, box, filter bed, leaching well, septic tank, or other receptacle, or into any nat- ural or artificial body of water, or water- course, upon private or public propertv; (c) ventilating any building sewer or fix- ture, or appurtenance conno3ted therewith; (d) connecting any building, lot, premises, or establishment with any service pipe, building sewer, water pipe, main public or private sewer or other underground struc- ture; (e) performing all classes of work generally done by plumbers. Plumbing System 2. The Plumbing System of a building includes the water supply distributing pipes; the fixtures and fixture traps; the soil, waste, and vent pipes; the house drain and house sewer; the storm -water drainage, with their devices, appurtenances, and connections all within or adjacent to the building. Master Plumber 3. A Master Plumber is a person who assumes responsible charge and direction of other persons in the installation of plumbing and holds a Master Plumber's cer- tificate, issued within the current calendar year by the Board of Plumbing Examiners certifying his fitness to assume such respon- sibilities. Journeyman Plumber 4. A Journeyman Plumber is a person who performs the manual work of install- ing plumbing, under the direction of a Mas- ter Plumber, and who holds a Journeyman Plumber's certificate, issued within the cur - 16 rent calendar year by the Board of Plumb- ing Examiners certifying his fitness to per- form such manual work. Water Service Pipe 5. The water service pipe is the pipe, from the water main, to the building served. Water Distribution Pipes 6. The water distribution pipes are those which convey water from the service pipe to the plumbing fixtures. Fixtures 7. The term fixture shall include water closets, bath tulls, sitz tubs, catch basins, slop sinks, kitchen sinks, urinals, wash trays, wash basins, lavatories, pantry sinks, showers, drinking fountains, floor drains, cuspidors, laundry tubs, and each section of sectional fixtures, and all other appliances requiring running water or connection to sewers. Trap 8. A trap is a fitting or device so con- structed as to prevent the passage of air or gas through a pipe without materially affecting the flow of sewage or waste water through it. Trap Seal 9. The trap seal is the vertical distance between the crown weir and the dip of the trap. Vent Pipe 10. A vent pipe is any pipe provided to ventilate a building drainage system and to prevent trap syphonage and back pres- sure. Continuous Vent 11. A continuous vent is a pipe extend- ing vertically above the soil or waste branch. 17 Loop or Circuit Vent 12. A loop or circuit vent is a pipe which vents a series of fixture traps on the same soil or waste branch and which is continued through the roof or reconnected into a vent stack above all fixture trap branches. Soil Vent 13. A soil vent is that part of a stack which extends above the highest installed heater closet. Combination Vent 14. A combination vent is a stack which extends above the roof and has fixtures, other than water closets, wasting therein on all floors. Wet Vent 15. A wet vent is a pipe connecting to side outlet fitting venting one water closet, or where the vent of one fixture is used as the waste for other minor fixtures. Local Ventilating Pipe 16. A local ventilating pipe is a pipe through which foul air is removed from a room or fixture. Soil Pipe 17. A soil pipe is any pipe which con- veys the discharge of water -closets, with or without the discharge from other fixtures. Waste Pipe and Special Waste 18. A waste pipe is any pipe which re- ceives the discharge of any fixture, except water -closets, and conveys the same to the building drain, soil, or waste stacks. When such pipe does not connect directly with a building drain or soil stack it is termed a special waste. Main 19. The main of any system of horizon - 18 tal, vertical, or continuous piping is that part of such system which receives the wastes, vent or revents, from fixture out- lets or traps, direct or through branch pipes. Branch 20. The branch of any system of piping is that part of the system which extends horizontally at a slight grade with or with- out lateral or vertical extensions or verti- cal arms from the main, to receive fixture outlets not directly connected to the main. Stack 21. Stack is a general term for any ver- tical line of soil, waste, or vent piping. Building Drain 22. The building drain is that part of the lowest horizontal piping of a drainage sys- tem which receives the discharge from soil, waste and other drainage pipes inside the walls of any building and conveys the same to the building sewer. Storm Water Drain 23. The storm water drain is any pipe, or drain, which receives the discharge of rain water from buildings or premises (which may include the discharge of seep- age or ground water) and conveys the same to any public sewer or water course. Building Sewer 24. The building sewer is that part of the horizontal piping of a drainage system extending from the building drain to its con- nection with the main sewer or septic tank and conveying the drainage of but one building site. Septic or Sewage Treatment Tanks 25. A septic or sewage treatment tank Is a watertight receptacle constructed as to 19 accomplish the disintegration and decom- position of sewage. Sewage 26. Sewage is any liquid waste contain- ing animal and vegetable wastes in solution; and may include liquid from laboratories or industrial institutions containing minerals in solution. Leaching Well or Cesspool 27. A leaching well or cesspool is any pit or receptacle, having porous walls, which permits seepage into the ground. Size and Length 28. The given caliber or size of pipe is for a nominal internal diameter; except that brass pipe other than iron -pipe -size, is meas- ured by its outside diameter. The developed length of a pipe is its length along the cen- ter line of pipe and fittings. Dead End 29. A dead end is a branch leading from a soil, waste, vent, building drain, or build- ing sewer, which is terminated at a devel- oped distance of two (2) feet or more by means of a cap, plug, or other fitting not used for admitting water to the pipe. A. S. T. M. 30. Abbreviation. for American Society for Testing Materials. -19-1. Water Supply and Distribution Water Service SEC. 27• The water -service pipe of any building shall be sufficient size to permit a continuous ample flow of water on all floors at all times. -19-31. Water Supply to Fixtures SEC. 28. All plumbing fixtures shall be provided with a sufficient supply of wa- ter, for flushing, to keep them in a sanitary condition. Every water -closet or pedestal urinal shall be flushed by means of an ap- proved tank or flush valve of at least 4 gal- lons flushing capacity for water -closets and at least 2 gallons for urinals, and shall be adjusted to prevent the waste of water. The I flush pipe for water -closet flush tanks shall be not less than 11/4 inches in diameter, and the water from flush tanks shall be used for no other purpose. No water -closets or urinal bowl shall be supplied directly from a wa- ter -supply system through a flushometer or other valve unless such valve is set above the water -closet or urinal in a. manner to pre- vent any possibility of polluting the water supply. -19-32. Size of Water Supply Pipes SEC. 29. The minimum size of water - service pipes from the curb to the building shall be (3/4") three-quarter inch to the farthest riser and to fixtures as follows: Sill Cocks, Hot Water Boilers, Laundry Trays, Sinks, Lavatories, Bath Tubs, Water Closet tanks and Shower Baths 1/E inch. -19-33. Water Supply Control SEC. 30. A main shut-off, on each wa- ter supply line, shall be provided near the curb. Accessible stop and waste cocks or valve and bleeder shall be provided on the main ,supply line, just inside or outside the foundation wall of a building, and an indi- vidual stop on each water closet, urinal, or boiler supply, and a sediment cock in bot- tom of said boiler. -19-34. Water Supply Pipes and Fittings Materials SEC. 31. All water -supply pipes, for a 20 21 plumbing system, shall be lead, galvanized wrought -iron, galvanized steel, brass or cast iron; with brass or galvanized cast iron or galvanized malleable iron fittings. No pipe or fittings that have been used for other purposes shall be used for distributing wa- ter. -19-35. Water Supply Protection SEC. 32. All exposed pipes or tanks, subject to freezing temperatures, shall be efficiently protected against freezing. —19- 36. Relief Valves SEC. 33. Wherever a check valve, or reg- ulating valve, is installed on the cold -water supply pipe, between the street main and the hot water tank, there shall be installed, on the hot water distributing system, a suit- able relief valve. -19-37. Pumps and Hydrants SEC. 34. All pumps and hydrants shall be protected from surface water and con- tamination. -19-38. Application for City Water SEC. 35. Application for water connec- tions with the City mains shall be made on blanks furnished at the office of the City Commission and shall show the required location of tap, stated in feet, from the nearest intersecting street property line, the number of the lot or part thereof, the num- ber of the block or square and the name of the subdivision. This application shall be filed by the Master Plumber at the office of the City Commission. -79-3. Separate Water Service Required SEC. 36. The water service pipe for any building, lot or premises, shall not be laid over or through any other building, lot or premises, and no person shall connect or J cause to be connected any building, lot or premises with the water service pipe be - 22 longing to or supplying any other building, lot or premises, excepting that stables or other outhouses in the rear of the buildings, used in connection with same, may be sup- plied from same service pipe. For any vio- lation of this section the water may be cut off, until the same is corrected. -71-36C. BUILDING DRAINS AND SEWERS Independent System SEC. 37. The drainage and plumbing system of each new building and of new work installed in an existing building shall be separate from, and independent of, that of any other building; and every building shall have an independent connection with a public or private sewer when within two hundred feet; excepting that buildings of single ownership, located on a single lot or building site, may have one sewer connec- tion. -19-39. Laterals SEC. 38. Laterals must be connected to the "Y" branch in the main sewer ad- joining each building site. Where a sewer or lateral is to be connected to an existing sewer or lateral serving an adjoining prem- ises the connection shall be taken off the existing sewer or lateral as close to the street curb as possible. Sewer pipe from the curb line to the main sewer shall be not less than four (4) inch pipe. No part of said pipe shall be laid less than thirty- six (36) inr-hes from the top of said pipe to the top of the established or existing street grade, when possible; and further provided that where such pipe cannot be covered at all points by twenty-four (24) inches of earth such pipe shall be cast iron pipe. -19-40. Building Sewer SEC. 39. The building sewer shall be 23 covered, at all points, by not less than twelve (12) inches of earth, unless cast iron pipe is used. -19-41. Old Building Sewers and Drain SEC. 40. Old building sewers and drains may be used in connection with new buildings or new plumbing, only when they are found, on examination and test, to con- form in all respects to the requirements gov- erning new sewers or drains, as pre -Board of Health. -19-43. Correction with Septic Tanks SEC. 41. When a sewer is not available, drain pipes from building shall be connected with septic tanks, approved by the Board of Health. -19-43. Excavations SEC. 42. Each building sewer shall be laid in a separate trench, provided that trenches cut through rock may be benched not less than 18 inches on the side for wa- ter pipe. All excavations required to be made for the installation of a building drainage system, or any part thereof within the walls of a building, shall be open tre=h work. All such trenches shall be kept open when practicable until the piping has been inspect- ed, tested and approved. -19-44. Material SEC. 43. (a) The building sewer, be- ginning three (3) feet outside the building shall be of cast iron, concrete or vitrified clay pipe. (b) The building drain when underground shall be of lead, brass or cast iron. (c) The building drain when above ground shall be of cast iron, lead or brass. - 19 -45. Location of Sewers and Drains SEC. 44. No building sewer or under- ground building drain shall be laid parallel to or within three (3) feet of any bearing 24 v. -,all or foundation, where said drain runs deeper than the wall or foundation. -19-46. Sizes of Sewers and Drains SEC. 45. The required sizes of sanitary building drains and sanitary building sew- ers shall be determined on the basis of the total number of fixture units drained by them in accordance with the following table: Diameter Equivalent in Inches Number of 1/g Inch Slope Water - Fixture Units to One Foot Closets 1 to 120 4 1— 20 121 to 300 5 21— 50 301 to 720 6 51-120 721 to 1080 8 121-180 1081 to 1920 10 181-320 The required sizes of storm -water build- ing drains and building sewers and other lateral storm drains shall be determined on the basis of the total drained area in hori- zontal projection in accordance with the fol- lowing table: Number of Diameter in 3b Inch /4 Inch Inches 1/a Inch Square Feet Drained Area to one Foot to one Foot to one Foot Up to 90 11/z 11/a 1 rrs 91 to 400 3 2 2 401 to 660 3 3 2 661 to 1200 4 3 3 1201 to 1800 4 4 3 1801 to 2500 5 4 4 2501 to 4100 5 5 4 4101 to 4600 6 5 5 4601 to 5300 6 6 6 5301 to 7500 8 6 6 7501 to 11100 8 8 6 11101 to 15700 10 8 8 15701 to 19500 10 10 8 19501 to 24800 12 10 8 24801 to 31000 12 12 10 31001 to 44000 14 12 10 44001 to 60000 14 14 12 —19-47. 25 Combined Storm and Sanitary Sewer Systems SEC. 46. Whenever a combined sewer system is permitted, the, required size of the building sewer shall be determined by adding to the drained area, in square feet, one hundred eighty (180) square feet by each "fixture unit" of the sanitary system (see Section 119) and then applying the total to the preceding table for storm sew- ers, except that no combined sanitary and storm sewer shall be less than four (4) inch- es in diameter. The required sizes of the sanitary building drain and the storm build- ing drain up to their point of junction may be independently determined from the table. —19-48. Building Sewer in made Ground SEC. 47. The building sewer when laid in made or filled-in ground shall be extra heavy vast iron pipe A. S. T. M. approved standards. -19-49. Drainage Below Sewer Level SEC. 48. In all buildings, in which the whole or part of the building drainage and plumbing system thereof lies below the crown level of the main sewer, sewage or building wastes shall be lifted by approved artificial means and discharged through properly vented trap into the building sew- er or building drain. -19-50. Sumps and Receiving Tanks SEC. 49. All sub -building drains shall discharge into an air -tight sump or receiv- ing tank, so located as to receive the sew- age by gravity, from which sump or receiv- ing tank the sewage shall be lifted and dis- charged into the building sewer by pumps or ejectors in duplicate or any equally ef- ficient method. Such pumps shall be either automatically discharged or be of sufficient capacity to receive the building sewage and wastes for not less than twenty-four hours. -- 19-51. Ejectors Vented SEC, 50. The soil or vent pipe leading to an ejector or other appliance for raising sewage or other waste matter to the street sewer shall, where a water -closet or closets are installed be provided with a vent pipe not less than four (4) inrches in diameter, and where fixtures other than water -closets are installed the waste vent pipe shall be the same diameter as the waste pipe. — 19-52. Motors and Compressors SEC. 51. All motors, air compressors and air tanks shall be located where they are open for inspection and repair at all times. The air tanks shall be so propor- tioned as to be of equal cubic capacity to the ejector t.onnected therewith, in which there shall be maintained an air pressure of not less than two (2) pounds for each foot of height the sewage is to„be raised. 19-53. Temperature of Discharge into Sewers and Drain SEC. 52. The Temperature of liquid wastes discharges into a building sewer or drain shall not exceed one hundred forty (140) degrees fahrenheit.-19-54. Exhaust Blow -offs and Drip Pipe Connections SEC. 53. The exhaust, blow -off, sedi- ment or drip pipe from a steam boiler shall not connect directly with any sewer, drain, soil or vraste pipe. Such pipes shall dis- charge into the top and above the line of discharge of a suitable closed tank or con- denser, made of wrought or cast iron, pro- vided, with a relief pipe, of at least double the area of the blow -off pipe, extending to the outer air above the roof. The waste from said tank or condenser shall be taken 26 27 from the bottom and be at least one size larger than the inlet, but not less than three (3) inches in diameter, and provided with a trap that has a seal of not less than twelve (12) inches and wherever possible shall connect to the building sewer and not to the building drain. -19-55. Storm Water Drains, Drainage of Yards, Areas and Roofs SEC. 54. Roofs, paved areas, yards, courts, and courtyards may be drained into the stormwater sewerage system or the combined sewerage systems, if permitted by the City Engineer, but not into sewers in- tended for sewage only. When drains used for this purpose are connected with the combined sewerage systems, they shall be ef- fectually trapped. One trap may serve for all such connections. Where there is no sewer accessible, such connections may be discharged into public gutter, and in such case need not be trapped. -19-56. Sizes of Gutters and Leaders SEC4 5y. No ,gtitter or inside leader shall be of less size than the following: Area of Roof Gutter Leader in Square Diameter Diameter Feet Inches Inches Up to 90 3 11/z 91 to 270 4 2 271 to 810 4 21/2 811 to 1800 5 3 1801 to 3600 6 4 3601 to 5500 8 5 5501 to 9600 10 6 Gutters eight (8) inches or over in width on new buildings shall be hung with wrought -iron hangers of approved type. The above sizes of rain leaders are based on diameter of circular rain leaders and gutters based on semi -circular sheet metal gutters with the top dimension given. Other shapes shall have the same sectional area. —19-57. 28 Inside Conductors SEC. 56. When placed within the walls or any buildings or run in a inner or in- terior court or shaft, all conductors or roof leaders shall be constructed of cast iron, galvanized genuine wrought -iron, or not less than 16 ounce Copper pipe. -19-58. Outside Conductors SEC. 57. When outside conductors or down spouts of sheet metal are connected with the building drains, they shall be so connected by means of not less than one (1) length of cast iron pipe extending ver- tically'at least two (2) feet above the grade line. -19-59. Defective Conductor Pipes SEC. 58. When an existing sheet -metal conductor pipe within the walls of any build- ing becomes defective, such conductor shall be replaced by one which conforms to Sec- tion 56.-19-60. Vent Connections With Conductors Prohibited SEC. 59. Conductor pipes shall not be used as soil, waste, or vent pipes; nor shall any soil, waste or vent pipes be used as conductors. -19-61. Overflows SEC 60. Overflow pipes from cisterns, supply tanks, expansion tanks, and drip pans shall connect only indirectly with any building sewer, building drains, soil or waste pipe. -19-62. Permit Required for Entrance to Sewerage System SEC. 61. No person, other than an au- thorized city employee, shall enter any pub- lic sewer, or appurtenance thereof, or make any connection thereto without a written permit from the city engineer. -19-63. 29 Prohibited Wastes and Connections to Sewerage System SEC. 62. No person shall make or main- tain any connection with any public or pri- vate sewer, or appurtenance thereof, where- by there may be converted into the same any suffocating, corrosive, inflammable or explosive liquid, gas, vapor, substances or material. -19-64. Unlawful to Impair or Cbstruct Sewers SEC. 63. No person shall do any act or thing which may impair or obstruct the flow of any public sewer or clog up any ap- purtenance thereof, or place therein any substance; solid or liquid, other than the waste products for which said sewers are provided. -19-65. PLUMBING FIXTURES Materials SEC. 64. All receptacles used, as water - closets, urinals, or otherwise, for the dis- posal of human excreta, shall be vitrified earthenware; excepting that roll rim en- amelled iron closets may be used in out- houses not used for living purposes. — 19-66. How Installed SEC. 65. All plumbing fixtures shall be installed open in a manner to afford access for cleaning. When practicable all pipes from fixtures shall be run to the wall. - 19 -67. Water Closet Bowls SEC. 66. Water -closet bowls and traps shall be made in one piece and of such form as to hold sufficient quantity of water, and shall be provided with integral flushing rims constructed so as to flush the entire interior of the bowl. -19-68. 30 Fixtures Prohibited SEC. 67. The use of kitchen or scullery sinks, constructed of wood, and wall, lip or trough urinal, long hopper closets or simi- lar fixtures is prohibited. -19-69. Fixtures Required in Buildings SEC. 68. The owner or agent of any building, or any place where a person or persons are sheltered or employed, shall cause to be installed at least one (1) water closet and one (1) sink with proper water supply and sewer connections, a lavatory may be set on the roughing for a sink when approved by the plumbing inspector. -19-70. Fixtures Required in Public Places of Amusement and Restaurants SEC. 69. Public places of amusement and restaurants shall have at least (1) wa- ter -closet and one (1) lavatory for each sex, properly designated and of easy access. 19-71. Fixtures Required in Dwellings and Stores SEC. 70. Dwellings — one (1) water - closet and one (1) sink for each family. Stores — one (1) water -closet and one (1) sink. -19-72. Hotels, Boarding Houses and Rooming Houses SEC. 71. One (1) water -closet, one (1) lavatory, one (1) bath -tub or shower on each floor for each sex for every ten (10) rooms or major fraction thereof, also one slop -sink on each floor for every twenty-five (25) rooms or major fraction thereof, and at least one (1) sink in the kitchen. -19-73. Apartment Houses SEC. 72. One (1) water -closet, one (1) bath -tub or shower and one (1) sink for 31 each suite of three (3) or more rooms. Where less than three' (3) rooms are in a suite rules governing hotels shall apply excepting that in every" room where cook- ing is done there shall be provided one (1) kitchen sink. -19-74. Public Buildings and Office Buildings SEC. 73. One (1) water -closet and one (1),lavatory for each sex to every ten (10) rooms or major fraction thereof, and one (1) slop sink on each floor. -19-75. Work Shops and Manufacturing Plants SEC. 74. One (1) water -closet and one (ly lavatory for each sex to every ten (10) occupants' or major fra)Aion thereof; ex- cepting that where urinals are provided for males, they may be installed instead of wa- ter closets to the extent of fifty (50) per cent of this requirement. -19-76. Water Closet Seats SEC. 75. All public water closet seats shall be of the open front type. -19-77. Fixtures Required for Buildings in Course of Construction SEC. 76. For a building in course of construction, at least one (1) water - closet with proper water supply shall be installed; provided a sewer connection and water sup- ply are available. -19-78. Fixtures Required in School Buildings SEC. 77. Separate toilet rooms shall be i provided for tea0chers and other adults in- dependent of pupil's toilet rooms. Pedestal urinals are prohibited. Floor drains shall be provided for all toilet rooms containing three j (3) or more water closets. There shall be at least one (1) water -closet and one (1) urinal for every iforty (40) boys or major portion thereof and one (1) water -closet for every twenty (20) girls or major fraction thereof. -19-79. 32 GENERAL REGULATIONS Slope and Supports of Horizontal Piping SEC. 78. All horizontal piping shall be run in practical alignment at a uniform slope of not less than one,-eithth (1/R) of an irch per foot, where practicable, and shall be supported or anchored at intervals not to exceed five (5) feet. All stacks shall be properly supported at, each floor, and all pipes shall be rigidly secured. -19-80. Change %n- Direction SEC. 79. All changes in direction shall be made by the appropriate use of forty-five (45) degree Y's, half Y's, sixth, eighth, sixteenth bends, or not less than eighteen (18) inch radius sweep bends; except that sanitary tees or crosses may be used on vertical stacks and short quarter bends may be used in soil and waste lines where the change in direction of flow is from the hori- zontal to the vertical. Tees and crosses may be used in vent pipes. -19-81• Prohibited Fittings SEC. 80. No double hub, double T. or double sanitary T shall be used on horizon- tal soil or waste lines,, nor shall double hubs be used on vertical soil or waste lines. The drilling and tapping of building drains, building sewers, soil, waste or vent pipes, and the use of solder bushings, saddle hubs and bends is prohibited. -19-82. Dead Ends SEC. 81. In the installation of any drain- age system dead ends, longer than five (5) feet shall be prohibited. -19-83. • Protection of Pipes SEC. 82. All pipes passing under or through walls shall be protected from break- age. The passing of pipes through or un- der cinder concrete or other corrosive ma- terial shall be prohibited. -19-84. 33 Workmanship SEC. 83. All plumbing work shall be done in a workmanlike manner and to the entire satisfaction of the Plumbing Inspec- tor. -19-85. Protection Against. Mosquitoes SEC. 84. A film of oil or other equally effective substance shall be maintained on the surface of all liquids in any exposed basin, trap, tank, or receptacle not in regu- lar use. All rain or storm water drains shall be put in so as to drain dry. -19-87. Protection Against Rats SEC. 85. All concealed lead work in a building, not enclosed in concrete shall be made rat proof by covering with a galvan- ized wire cloth well fastened on. -19-88. Rain Water Discharging from Sidewalks SEC. 86. Rain water pipes shall not dis- charge over sidewalks but must be con- ducted under same to the gutter through proper channel or pipe with approved side- walk plate. -19-187. Pipes not to be Built in SEC. 87. No soil, drain, waste, vent or supply pipe shall be built into masonry or concrete walls, but the same shall have suitable chases arranged for them, such chases may be lathed and plastered so as to conform to wall -71-22. Bar and Soda Fountain Connections SEC. 88. The waste pipes from bar sinks, soda fountains, ice boxes or drinking foun- tains may be emptied into a cath basin or Slop sink placed in the floor close to the fix- tures, provided that the catch basin or slop sink used shall be of such make as can be caulked on to the trap and the trap caulked into the sewer, and that no waste pipe is Put over five feet in length, between the catch basin and the fixture, said waste pipe 34 to be trapped. Wherever it is practicable, the catch basin may be constructed of con trete, as the inspector may direct. -71-48. Dental Cuspidor Waste SEC. 89. Dental cuspidors may be put in by connecting the trap adjacent to a vent- ed waste line and extension made therefrom to the connector plates, provided, however,' that said plates are not more than 25 feet distant along said extension, which extension ll not be less than 3/4 irfah in diameter. - 71 -30C. Water Supply Outlet to be Over a Fixture SEC. 90. Every cock, spigot, bib, faucet, hydrant or other outlet from a water supply pipe, when within a building shall discharge over a properly trapped and vented fix- ture connected with a sewer. -71-30D. Non -Syphon Traps, When Allowed SEC. 91. Where it is impracticable to revent a fixture, as in making additions to Old work, or where a fixture must be placed in a position away from any wall, non - syphoning traps may be used, of such makes as the inspector may approve. -71-35. Unsanitary Plumbing not to be Replaced SEC. 92. No plumbing work or fixture found in an unsanitary condition after hav- ing been examined by the plumber shall be replaced, but the same shall be reported to the plumbing inspector, or placed in such condition as regulations gto comply with the rules and to plumbing.-71-14: Buildings not to be Occupied SEC. 93. No owner or agent shall oc- cupy any new building in the City of Jack- sonville, or allow the same to ,be occupied by any person, nor shall the water be left turned on by the Water Department or any 35 person until after the plumbing . in said building shall have been approved by the Plumbing Inspector. -97-4. House Traps not Allowed SEC. 94. The use of house traps and fresh air inlets is prohibited, except that they may be placed only when deemed nee- essary.by the plumbing inspector. -71-39. ?QUALITY AND WEIGHTS OF MATERIALS Materials, Quality of SEC. 95. All materials, used in any drain- age or plumbing system or part thereof, shall be free from defects. -19-89. Label -Cast or Stamped SEC. 96. Eatch length of pipe, fitting, trap, fixture, and device, used in a plumb- ing or drainage system, shall be -stamped or indelibly marked with the weight - or quality thereof. -19-90. Vitrified Clay Pipe SEC. 97. All Vitrified clay pipe shall conform to the American Society for Test- ing Materials, "Standard specifications for clay sewer pipe" (Serial Designation C.13- 20.)-19-91. Cast Iron Pipe SEC. 98. All cast-iron pipe and fittings shall conform to the A. S. T. M. "Standard specifications for Cast Iron Soil Pipe and Fittings" (Serial Designation, A. 74-18), and shall be coated with asphaltum or coal tar pitch. -19-92. Wrought Iron Pipe SEC. 99. All wrought iron pipe shall con- form to the A. S. T. M. "Standard specifica- tions for welded Wrought -Iron Pipe" (Semial Designation, A-72-21), and shall be galvan- ized. -19-93. 36 Mild Steel Pipe . SEC. 100. All steel pipe shall conform to the A. S. T.M."Standard specifications for Welded and Seamless Steel Pipe" (Se- rial Designation, A-53-21), and shall be gal- vani7ed.-19-94. Brass and Copper Pipe SEC. 101. _ Brass pipe shall conform to the standard specifications of the A. S. T. M. for " Brass pipe Standard Sizes" (Se- rial 'Number B-43-23). Copper pipe shall conform to the standard specifitcations of the A. S. T. M. for "Copper pipe, Standard Sizes" (Serial Number B-42-23). Traps and exposed waste pipes from traps 'to wall or floor may be iron pipe size brass, or not less than No. 17 B. and S. guage. Brass flush pipes and local ventilating pipes shall not be less than No. 18 B. and S. gauge. Brass water supply pipe shall be iron pipe size. -19-95, Lead Pipe, Diameter, Weights SEC. 102. All lead pipe, bends and traps shall be best quality drawn pipe, of not less weight linear foot than shown below: Internal Diameter Weights per Ft. Inches Lbs. s. 11/4 2 O 8 11/2 8 3 8 2 3 4 _ 4 6 -- 8 -- -19-96 Sheet Lead SEC. 103. Sheet lead shall weigh not less than four (4) pounds per square foot. — 19-97. Sheet Copper and Brass SEC. 104. Sheet copper and brass shall be not lighter than No. 18 B. and S. gauge; 37 except that for local and interior ventilat- ing pipe it shall not be lighter than No. 26 B. and S. gauge. -19-98. Sheet Iron, Galvanized SEC. 105. Galvanized sheet iron shall not be lighter than the following B. and S. gauge. No. 26 for two (2) to twelve (12) inch pipe. No. 24 for thirteen (13) to twenty (20) inch pipe. No. 22 for twenty-one (21) to twenty-six (26) inch pipe. -19-99. Caulking Ferrules SEC. 106. Brass caulking ferrules shall be of the best qualitv red cast brass, with weights and dimensions in accordance with the following table: Actual Inside Pipe size. Diameter Length Weight 2 inches 21/4 inches 41/2 inches 1 lb. 3 inches 31/4 i=hes 41/2 inches 1 lb. 12 oz. 4 inches 41/4 inches 41/2 inches 2 lbs. 8 oz. The use of tapering ferrules is prohibited. —19-100. Soldering Nipples SEC. 107. Soldering nipples shall be of brass pipe, iron pipe size, or of heavy cast red brass, not less than the following weights: Diameters Weights 1/2 inch. 3 ozs. 3/4 inch. 4 ozs. 1 inch. 5 ozs. 11/4 inches 6 ozs. 11/2 inches 8 oza. 2 inches 14 ozs. —19-101. 38 JOINTS AND CONNECTIONS Water and Air Tight Joints SEC. 108. All joints and connections mentioned under this article shall be made permanently gas and water tight -19-102. Vitrified Pipe Joints SEC. 109. Joints on vitrified clay pipe shall be thoroughly made of joint compound or with Portland Cement mortar made of one part cement and not more than two parts of clean sharp sand by measure. The ce- ment and sand shall be mixed with water and used immediately. No retempered ce- ment shall be used. Mortar kept more than one-half (1/2) hour shall not be used. An approved tight fitting follower or swab shall be inserted before each joint is 'cemented and withdrawn after the joint is finished in such manner as to thoroughly free the pipe from cement obstructions. Earthenware pipe and fittings laid in wa- ter, or earthenware pipe through which wa- ter is running, shall be protected by heavy cloth wrapped around the joints in such man- ner as to keep the cement in place. -19-103. Lead Pipe SEC. 110. Joints in lead pipe, or be- tween lead pipe and brass or copper pipes, ferrules, soldering nipples or traps in all cases on the sewer side of the trap and in concealed joints on the inlet side of the trap, shall be full -wiped joints, with an exposed surfatce of the solder to each side of the joints of not less than three-quarters ( 3/4) of an inch and a minimum thickness at the thickest part of the joint of not less than three -eights (3/8) of an inch. Lead to cast iron joints shall be made by means of a brass calking ferrule or a brass nipple. -19-104. 39 Cast Iron Calked Joints SEC. 111. All calked joints shall be firm- ly packed with oakum or hemp, and shall be secured only with pure lead, not less than one (1) inoch deep, well calked, and no paint, varnish or putty will be permitted until af- i ter the joint is tested. — 19-105. Slip Joints and Unions SEC. 112. Slip joints will be permitted only in trap seals or on the inlet side of the trap. -19-106. . Roof Joints SEC. 113. The joints at the roof shall be made water -tight by use of copper, gal- _ vanized iron, sheet lead, or cast iron plates or approved flashings and counter flashed by a sleeve caulked on to the stack. — 19- 107. 71-23. Floor Connections for Water Closets, Ped- estal Urinals and Traps and Standard Slop Sinks SEC. 114. A brass floor connection shall be wiped or soldered to lead pipe, and the floor connection bolted to an earthenware trap flange. An approved compound, lead gasket or washer shall be used to make a tight joint. Excepting that a cast iron calk- ed flange may be used in ground when set in cement floor. -19-108. Increasers and Reducers SEC. 115. Where different sizes of pipe or pipes and fittings are to be connected proper size increasers or reducers, pitched at an angle of forty-five (45) degrees between the two sizes, shall be used. -19-109. Prohibited Joints and Connections SEC. 116. Any fitting or connection which has an enlargement, chamber, or re- cess with a ledge, shoulder or reduction 40 of the pipe ar_a in the direction of the flow on the outlet or drain side of any trap is prohibited. -19-110. Expansion Bolts SEC. 117. Connections of wall hangers, pipe .supports, or fixture settings with the masonry, stone, or �' oncrete backing shall be made with expansion or toggle bolts without the use of wooden plugs. -19-111. SOIL, WASTE AND VENT PIPES Materials SEC. 118. All main cr branch soil, waste and vent pipes within or attached to the building, shall be of cast iron, lead, brass or copper. All cast iron pipe and pipe fit- tings shall be the grade known as1 extra heavy. No wrought iron or steel pipe shall be used in any case on the sewer side of traps. -19-112. Fixture Units SEC. 119. One (1) cubic foot per min- ute or seven and one-half (7y2) gallons per minute, is the basis for a fixture unit dis- charge. The following table shall be em- ployed to determine fixture equivalents: Fixture Units Drinking Fountains------------------------------------1� One Lavatory or Wash Basin ------------------ 1 Refrigerator or Ice Box ---------------------------- 1 One Bath Tub ------------------- 2 One Laundry Tray ---------------------------•------- 3 One Shower Bath - 3 One Floor Drain = 3 One Combination Fixture __________________________ 4 One Urinal ----------- -- 4 One Kitchen Sink ---..-------•-------- --- _- -- _-- 4 One Slop _Sink ------------------------------------------------4 One Water Closet ------------------------ 6 —19-113. 41 Soil and Waste Stacks SEC. 120. Every building except acces- sory buildings thereto, in which plumbing fixtures are installed shall have at least one four inch (4") soil stack, extending full size through the roof. All soil stacks car- ried to the second floor must be extended full size through the roof. Soil and waste stacks shall be as direct as possible and free from sharp angles and turns. The required size of a soil or waste stack shall be inde- pendently determined by the total fixture units of all fixtures connected to the stack in accordance with the following tables: WASTE STACKS Number Diameter Fixture Permitted Units Stacks Length 1 to 10 2 inches 11 to 40 3 inches 75 feet 100 feet SOIL AND WASTE STACKS Number Number Water Diameter Maximum Fixture Closets or Units Equivplent 1p Permitted 41 to 300 13 to 50 4 Stacks 225feet301 to 720 51 to 120 5 inches 300 feet 721 to 1080 121 to 180 6 inches 400 feet 1081 to 1920 191 to 320 8 inches 600 feet 19-114. Soil and Waste Fixture Connections SEC. 121. All soil and waste stacks and branches shall be installed with correctly faced inlets for fixture conneoctions. —19-115. Altering Soil and Vent Pipes SEC. 122. In existing buildings where the soil or waste vent pipe is not extended undiminished through or above the roof, or where there is a sheet metal soil or waste vent pipe, and the fixture is changed in 42 style or location or is replaced, a soil or waste vent pipe of the size and material prescribed for new work shall be installed. —19-116. Prohibited Connections SEC. 123. No fixture waste connection shall be made to a lead bend or lead spud of a water closet or similar fixture' unless waste pipe is connected with ninety (90) degrees bend properly vented and not to Qonnect in heel of bend. -19-117. Roof Extensions SEC. 124. All extensions of soil, waste and vent stacks, shall be run full size at least one-half (1/2) foot above the roof, and when the roof is used for other purposes shall not be less than seven (7) feet above the roof. -19-118. Terminals SEC. 125. The roof terminal of any stack or vent, if within fifteen (15) feet of any door, window scuttle, or a air shaft,, shall extend at least three (3) feet above. the same. Vent pipes shall not terminate un- der the overhang of the building. -19-119. Terminals Adjoining High Buildings SEC. 126. In the event .that a new build- ing is built higher thanan existing adjoin- ing building, the owner of the new building shall not locate windows within fifteen (15) feet of any existing vent stack on the ad- joining lower building unless the owner of such new building; shall defray the expenses or shall himself make such alteration to con- form with Section 125.-19-120. VENTING Traps Protected, Vents SEC. 127. Every fixture trap shall be protected against siphonage and back pres- 43 sure; and air circulation shall be assured by means of a soil waste vent, continuous gent, stack vent, loop or circuit vent. No crown vent shall be installed. -19-121. Distance of Vent from Trap Seal SEC. 128. No trap shall be placed more than five (5) feet, horizontal developed length, from its vent. The distance shall be measured along the central line of the waste or soil pipe from the vertical inlet of the trap to the vent opening. The vent opening from the soil or waste pipe, except for wa- ter -closets and similar fixtures, shall not be below the dip of the trap. The vertical drop 01 a water -closet waste shall not be more than twenty-four (24) inches from the floor to the vent. -19-122. Main Vents to Connect at Base SEC. 129. All main vents or vent stacks shall connect full size at their base to the main soil or waste stack at or below the lowest fixture branch and shall extend, un- diminished in size, above the roof or shall be reconnected with the main soil or waste vent at least six (6) inches above the over- flow point of the highest fixture. -19-123. Vents, Required Sizes SEC. 130. The required sizes of main vent stacks shall be determined on the basis of the size of the soil or waste stack, the number of fixtures or fixture units con- nected to the soil or waste stack, and the developed length of the main vent or vent stack in atocordance with the following tables: Branch and Individual Vents SEC. 131. No vents shall be less than one and one-quarter (11/4) inches in diam- eter. For one and one-quarter (11/4) and one and one-half (1y2) inch wastes, the vent shall be of the same diameter as the waste pipe, and in no case shall a branch or main vent have a diameter of less than one-half that of the soil or waste pipe served; and in no case shall the length of a branch vent of given diameter exceed the maximum length per- mitted for the main vent serving the same size soil or vent stack. -19-125. Vent Pipe, Slopes and Connections SEC. 132_ All vent and branoch-vent pipes shall be free from drops or sags and 45 WASTE STACKS y U Fixture Maximum Diameter units Diameter Length of Stack on stack of vent of vent 2 inches 1 to 18 2 inches 74 feet 3 inches 19 to 36 3 inches 150 feet 43 to 72 44 3" 75' Branch and Individual Vents SEC. 131. No vents shall be less than one and one-quarter (11/4) inches in diam- eter. For one and one-quarter (11/4) and one and one-half (1y2) inch wastes, the vent shall be of the same diameter as the waste pipe, and in no case shall a branch or main vent have a diameter of less than one-half that of the soil or waste pipe served; and in no case shall the length of a branch vent of given diameter exceed the maximum length per- mitted for the main vent serving the same size soil or vent stack. -19-125. Vent Pipe, Slopes and Connections SEC. 132_ All vent and branoch-vent pipes shall be free from drops or sags and 45 SOIL AND WASTE STACKS y U b> k ao woo 3uo `aa C� dao 4" 24 to 42 4 to 7 3" 100' 4" 43 to 72 8 to 12 3" 75' 4' 73 to 150 13 to 25 3" 60' 4" 73 to 150 13 to 25 4" 225' 4" 151 to 300 26 to 50 4" 100' 4" 151 to 300 26 to 50 5" 225 5" 301 to 480 51 to 80 3" 50' 5" 301 to 480 51 to 80 4" 175' 5" 301 to 480 51 to 80 5" 300' 5" 481 to 720 81 to 120 4" 50' 5" 481 to 720 81 to 120 5" 125' 5" 481 to 720 81 to 120 6" 300' 6" 721 to 840 121 to 140 4" 75' 6" 721 to 840 121 to 140 5" 225' 6" 721 to 840 121 to 140 6" 400' 6" 841 to 1,080 141 to 180 5" 125' 6" 841 to 1,080 141 to 180 6" 300' 6" 841 to 1,080 141 to 180 8" 400' 8" 1,081 to 1,920- 181 to 320 5" 60' 8" 1,081 to 1,920 181 to 320 6" 150' 8" 1,081 to 1,920 181 to 320 8" 600' Branch and Individual Vents SEC. 131. No vents shall be less than one and one-quarter (11/4) inches in diam- eter. For one and one-quarter (11/4) and one and one-half (1y2) inch wastes, the vent shall be of the same diameter as the waste pipe, and in no case shall a branch or main vent have a diameter of less than one-half that of the soil or waste pipe served; and in no case shall the length of a branch vent of given diameter exceed the maximum length per- mitted for the main vent serving the same size soil or vent stack. -19-125. Vent Pipe, Slopes and Connections SEC. 132_ All vent and branoch-vent pipes shall be free from drops or sags and 45 be so sloped and connected as to drip back to the soil or waste pipe by gravity. Where vent pipes connect to a horizontal soil or waste pipe the vent branch shall be taken off above the center line of the pipe, and the vent pipe must rise vertically or -at angle of forty-five (45) degrees to the vertical, to a point six (6) inches above the fixture it is venting, before offsetting horizontally or connecting to the branch, main waste, or soil vent. -19-126. Circuit and Loop Vents SEC. 133. A circuit or loop vent will be permitted as follows: A branch soil or waste pipe, to which two (2) and not more than eight (8) water closets, urinal stalls,_ pedestal urinal's, trap standard slop sinks, or shower stalls spaced not more than thirty- six (36) inches apart, are connected in the series may be vented by continuing the waste line full size in the form of a loop back to the stack above all fixtures, or into a sep- arate vent stack. Vent shall be taken off in front of the last fixture connection. Four basins may be put in as above using a two- inch waste pipe with a one-half "S" trap to each basin. -19-127. Vent not Required SEC- 134. No vents will be required on a down spout or rain leader trap nor a back water trap. The trap of a garage catch basin or a soda fountain catch basin or a cellar floor drain need not be back vented, provided the trap is located within fifteen (15) feet from the building drain or build- ing sewer, and the branch is taken off the drain at a distance of five (5) feet or more from the base of a stack . Where bath rooms or waste closets or other fixtures are located on. opposite sides of a wall or par- tition or directly adjacent to each other within the prescribed distance, which are served by a vertical common waste and 46 common vent, all such fixtures shall have a separate waste to common vent, unless waste line is increased in size. -19-128. Fixture Branches Vented SEC. 135. Traps serving fixture branches connecting directly to a stack below a water closet branch on the same stack shall be vented19-129. Small Fixture Units Discharged into Wet Vents SEC. 136. Two (2) lavatories or two (2) baths may discharge into a two (2) inch soil vent, a loop vent, a circuit vent, a branch vent or a relief vent, when all such fixtures are located on same floor. Where more fixtures other than water closets are required on floors above, the vent may be increased to three (3) inch not over fifty (50) feet in length to carry eight (8) units or four (4) inch not over one hundred (100) feet in length may carry sixteen (16) units. —19-130. Horizontal Wet Vents SEC. 137• No horizontal wet vent shall exceed fifteen (15) feet in length. -19-131. Stack Venting Permitted SEC. 138. A water -closet on a floor where the discharge of the fixtures on the floor above does not exceed ten (10) fixture units may be vented by connecting the vent to the side inlet branch of a side outlet tee fitting. The vent to the side inlet branch may receive the discharge of a lavatory and a bath tub or shower --19-132. Combination ,Waste and Vent SEC. 139. The waste pipes from any fixtures, other than water closets, may be installed on a combined waste and vent system as follows: The waste stack shall be run from house drain direct through the roof undiminished in size according to the 47 following table; provided branches are plac- ed so as to use one-half (1/2) S traps and that the waste pipe of said branches do not exceed (5) feet in length between the stack and the seal of the trap and the trap shall be placed so that th lowest point of the bran# -,h shall not be any lower than the bot- tom of said trap, and provided further that no sink waste shall be placed in any two (2) inch stack used for vent. Diameter Fixture units , Maximum Of stack on stack height 2 inch 4 3 inch 16 30 feet 4 inch 32 50 feet 5 inch 50 100 feet 200 feet g —19-133. TRAPS AND CLEANOUTS Traps SEC. 140. Every trap shall be self - 'cleaning. Traps for baths, lavatories, sinks, and other similar fixtures shall be of lead, brass or cast iron. -19-134. Traps Prohibited SEC. 141. No form of trap which de - o - pends, for its seal, upon the action of m able parts or concealed interior partitions shall be used; nor shall any bell trap, drum trap, pot trap or bottle trap be used. -19-135. Traps, Where Required SEC. 142. Each fixture shall be sepa- rately trapped by a water -seal trap placed as near to the fixture as possible; in no case more than eighteen (18) inches from the outlet. No fixture shall be double trapped. —19-136. Trap Saes SEC. 143. Fixture Size Lavatory ----------------------------------------------11/4 inches Drinking Fountains --------------------------11/4 inches Cuspidor ---------------11/2 inches Refrigerator ---------------------------------------11/ inches Bath Tub - - --11/2 inches Sink, Kitchen ------------------------------------- 11/2 inches Laundry Tray . ----------------------------------- 11/2 inches Combination Fixtures ----------------------11/2 inches SlopSink -------------------------------------------- 2 inches Stall Urinal --------------------- •-------------------- 2 inches Shower Bath --------------------------------.----2 inches Floor Drain ----•----------------------------------4 inches (a) Water Seal. Each fixture shall have a water seal of not less than one and a half (11/2 ) inches. (b) Trap Cleanouts. Trap cleanouts are prohibited on all concealed traps. (c) Trap Levels and Protection. All traps shall be set level in relation to their water seals and protected from siphonage. 19-137. Pipe Cleanouts SEC. 144. The bodies of cleanouts shall be of extra heavy cast iron and brass plugs with standard pipe threads, State of Ohio pattern or equal. They shall be the same nominal size of the pipe in which they are to be used up to four inches except that ex- tra heavy soil pipe fittings with integral cleanout may be used provided the cleanout is a brass -plug as above -79-5. Cleanouts, Where Required SEC. 145. All cleanouts shall be acces- sibly loicated for use. A cleanout shall be placed at each change of direction of all horizontal sink and/or urinal wastes when practicable. Cleanouts shall be placed in all buildings or house drains and/or sewers so that the entire drain and/or sewer can be cleaned with sewer rod or wire. All clean - 48 49 Outs shall be extended to ground or floor level, or through the wall of the building so that they can be conveniently used. A cleanout shall be placed in a drain and/or sewer approximately every 75 feet when practicable. The threads on cleanout bodies and plugs shall be coated with a graphite and grease compound before being installed. —79-6. Manholes SEC. 146. All underground traps and cleanouts, of a building; except where clean - outs are flush with the floor; and all exterior underground traps shall be made accessible by manholes with proper cover. -19-140. Cleanouts Equivalents SEC'. 147. Any floor or wall connection of fixture traps, when bolted or screwed to the floor or wall, shall be regarded as a cleanout, provided that this shall not in- clude sink and urinal cleanouts.-19-141. PLUMBING FIXTURES IN BASEMENT WHEN ALLOWED SEC. 148. No water closet or other fix- ture shall be installed in any basement cel- lar or area, the top of which closet or fix- ture is below the level of the natural grade in the streets abutting said property. Pro- vided, however, a permit will be issued, con- ditioned that the owner or owners take all risk of damage that may result from water setting back into premises from main sew- ers; and in order to prevent as much as possible, the setting back of water, the owner is hereby required, at his own cost and risk, to put in a self acting or other valve in all cases where the back flow from a sewer is to be apprehended; and it shall be the duty of the owner to keep said valve in order, and he shall be responsible for its action in all cases. The valve must be arranged so as not to interfere with the 50 operation of the plumbing system above street level. -71-42. Back -water Valves SEC. 149. Backwater valves shall have all bearing parts or balls of non -corrosive metal and so constructed as to insure a positive mechanical seal and remain closed except when discharging wastes. -19-143. Water Closet and Urinal Apartment Ventilation SEC. 150. In every building, the water closet or urinal apartment unless provided with mechanical ventilation shall have a window not less than four square feet in area, arranged so as to open direct to the outside air, or into a light shaft with an area of not less than four square feet for every water Closet or urinal compartment opening into same. Said light shaft may be built square, round or re-otangular, no one dimension of which shall be less than twenty-four inches but must have a glass top with louvres on sides of same area as shaft. In all buildings where the water - closet or urinal apartment is partitioned off from a room used for other purposes, the partition shall extend up to the ceiling of the room or be ceiled over, and said parti- tions must be to all intents and purposes air tight, said compartment shall be ventilated as hereinbefore provided. No water -closet or urinal apartment shall be ventilated by any window opening through the wall of the building when said wall is built on the party line. Ventilating pipes from fixtures and toilet room shall be separate and distinct and have no connection whatever with the other ventilating ducts or pipes in the buildings.- 71-43, uildings-71-43, 19-144. Public and Interior Bath or Toilet Rooms SEC. 151. The walls, to a height of five (5) feet, and the floors shall be covered with tile or other non-absorbent material. - 19 -145. 51 REFRIGERATOR, SAFE AND SPECIAL WASTES Refrigerator Wastes SEC. 152. Refrigerator waste pipes shall discharge, only (a) Into an open portabale pan. (b) Into an open water -supplied fixture in constant use, other than a water closet or urinal. (c) Into a floor drain with a deep seal trap. sin. (d) Into an approved trap or catch ba - All said receptacles shall be arranged so as to over -flow when stopped, on a floor or at an observeable point not over two (2) feet from the edge of a building if under same. (e) Refrigerator _safe waste over twenty (20) feet in. length shall be trapped; but such trap need not be vented. Refrigerator safe waste pipes shall be installed and clean - outs arranged so that all parts of the pipe are accessible for cleaning. (f) Refrigerator traps located one above another need not be separately vented; pro- vided that the waste pipe is continued full size through the roof. (g) All refrigerator traps .and pipes shall be exposed or made accessible. (h) Vertical and horizontal refrigerator waste and safe pipes offsets and all changes in direction of such pipes shall be provided with cleanouts. (i) The drainage from refrigerator rooms in which food or ice is placed shall discharge into an accessibly located catch basin or other approved fixture located out- side of such room. (J) The minimum size of vertical safe waste pipes for refrigerators in private dwellings and apartment houses shall be 52 two (2) inches for nine (9) to eighteen (18) refrigerators; or as provided in waste stack table herein. (k) There shall be an open air space between all refrigerators or ice box waste openings and the traps and receptacles re- ceiving waste water. -19-146. Overflow Pipes and Motor Exhausts SEC. 153. Pipes from a water supply tank or exhaust from a water lift shall not be directly connected with any building drain, soil, or waste pipe. Such pipe shall discharge into an open fixture or discharge as for refrigerator wastes. -19-147. Acid Wastes SEC. 154. Liquid wastes, which carry acids in solution, shall be properly neutral- ized and diluted before being discharged into any soil or waste pipe or any metal building drain or sewer, or such waste may be discharged into pipes of non -corrosive materials. -19-148. Swimming Pools and Bath Houses SEC. 155. At least six (6) shower baths for males and three (3) shower baths for females shall be provided in connection with each swimming pool and bath house. Such shower bath for females shall be enclosed by dwarf partitions and doors. At least one (1) shower bath shall be provided in con- nection onnection with each private pool or plunge. Each shower shall be provided with a soap retainer. (a) Floor drains around swimming pools shall be provided for the purpose of inter- cepting floor drainage. (b) Approved expectorating troughs or scum gutters shall be provided for all swim- ming pools. Same shall be extended around the entire pool. Floor drainage may be car- ried into expectorating troughs. 53 (c) Each public pool or plunge shall have at least one (1) water -closet and one (1) urinal for males and at least (1) water -closet for females. Same shall be located adjacent to shower bath, for the convenience of the bathers only. Each water -closet compart- ment shall be provided with proper floor drainage facilities. (d) All pools and plunges, not to be emptied each day, shall be provided with ap- proved automatic sterilizing apparatus. - 19 -149. YARD SINKS, GREASE TRAPS AND CATCH BASINS Yard Sinks SEC. 156. Where yard sinks are used they must be accessibly located for use and be built of non-absorbent material; and, where terra-cotta is used, it shall not be less than ten (10) inches, or more than fifteen (15) inches deep, or less than twelve (12) inches in diameter, with a trap not less than four (4) inches, and the opening in the trap shall be protected by a heavy bar grating fasten- ed tight. Where a branch line for a yard sink does not exceed fifteen (15) feet in length from the main house sewer, reventing may be omitted. -19-152. Grease Traps SEC. 157. Grease traps shall be used on- ly when considered necessary by the plumb- ing inspector Kitchen or other greasy wastes from hotels, restaurants, club houses, public institutions, boarding houses. or other establishments in which much cooking is done or greasy waste obtained, shall be in- tercepted by a catch basin or a grease trap, of at least twice the capacity of the dish washing machines and sinks, and conducted to the building drain or sewer. Catch basins, sumps, or grease traps 54 which receive fecal discharge or greasy dis- charges from sinks when located within a building, shall be of cast iron or other ap- proved non-absorbent material. All grease traps and catch basins shall have heavy cast iron covers. -19-53. Garage )Waste SEC. 158. All liquid wastes from ga- rages shall be intercepted, before entering a sewer, by a suitable catch basin properly trapped and vented. Such wastes shall not drain over, or into, any street, alley, sidewalk, court -yard or paved approach. -19-154• Garage Catch Basins SEC. 159. All garages, or other places, where repair or assembly work for automo- biles is done or where machines are washed for the public, shall be provided with ap- proved two chamber catch basins. Such catch basins shall have accumulated oils or other inflammable fluids pumped or otherwise removed at regular intervals. All catch basins and drains for garages shall be arranged in such manner as to in- tercept oil, gasoline or other inflammable fluids as well as sand, silt and other solids for the purpose of excluding same from the sewer system. -19-155• DRINKING FOUNTAINS SEC. 160. Where drinking fountains are installed, they shall be arranged so as to be of an approved bubbling cup type. -19-156. MAINTENANCE Defective Fixtures SEC. 161. All plumbing fixtures shall be maintained in a sanitary and cleanly condi- tion and if found defective or in an insan- itary condition shall be repaired, renovated, replaced, or removed at once. -19-150. 55 Openings in Buildings SEC. 162. All openings and chases which are to receive plumbing pipes shall be en- closed or sealed so as to exclude vermin from the building. -19-151. INSPECTIONS AND TESTS Inspections SEC. 163. All piping, traps and fixtures shall be inspected by the Plumbing Inspec- tor to insure compliance with all require- ments of this code and the installation and construction of the system in accordance with the approved plans and the permit, - 19 -157. Material and Labor for Tests SEC. 164. The equipment, material, pow - and labor necessary for the inspection and tests shall be sspplied by the plumber. - 19 -158. System Tests SEC. 165. All the piping of a plumbing system shall be tested with water or air. Where any plumbing work is sufficiently advanced for testing and all necessary lead connections or spuds are in place to receive the fixtures, notice in writing properly filled in upon blanks furnished at the office of the plumbing inspector, stating the location of the work, the name of the owner, the name of the master plumber having the permit and the name of the, plumber doing the work, shall be given to the plumbing inspector at the department of building. As soon as practilcable thereafter the inspector will noti- fy the plumber in charge of said work, when he will inspect the same and the plumber shall test the work in the presence of the in- spector. Notices to inspect work must be given into the office, for morning inspections, before 5 o'clock p. In. the preceding day and for afternoon inspections, before 1 o'clock p. m. the same day. 56 If, after the first visit to a job on a written notice to inspect the same, it is necessary to return to reinspect any part of the work whether from a defect or the work not being ready, the inspector will return on- ly on another written notice, and not less than twenty-four hours thereafter, and shall charge a fee of one dollar ($1.00) for so do- ing, all other notices taking precedence. After the entire completion of the work, a notilce, the same as the, fcregoing shall be given the inspector for a final inspection and if he finds the work has been satisfactorily done, he shall issue a certificate of approval upon the request of the plumber or owner. This certificate does not relieve the plumb- er of his reonsibility for any defective work which may have escaped the notice of the inspector, and when deemed necessary by the inspector a smoke test shall be ap- plied to the work by the plumber. -19-159. Order of Tests SEC. 166. The tests may be made sep- arately as follows: (a) For the building sewer, and all its branches, a tee branch shall be placed at the curb line for the purpose of inserting a test plug. The test shall consist of filling the building drain 'with water from said test plug to the level of the toilet on the first floor and the drain must hold the water at this leve -1 for a period of ten (10) min- utes. (b) A ball three-quarters (%) inch less, in diameter, than the drain shall be passed through the drain from the last stack on the line furthest from the street and be tak- en out of the tee at the curb. (c) The building drain, including all piping, to the height of ten feet above the 57 highest point on the building drain, except the exposed connection to fixtures. (d) The soil, waste, vent, inside 'con- ductor, and drainage pipes which would be covered up before the building is inclosed or ready for completion. The test required for (c) and (d) may be combined. (e) The final test of the whole system. 19-161. JWbrk Not.To Be Covered Until Inspected SEC. 167. After any plumbing work has been inspected by the inspector and he finds that it has been done according to the pres- cribed rules, he shall place thereon white sticker seals showing the work has been "in- spected" and passed and no person shall cov- er up or conceal any plumbing work which does not bear said "inspection" seals. If the work is not properly done the inspector will place thereon yellow "condemned" seals. —71-54. Uncovering of Work SEC. 168. If any drainage or plumbing system or part thereof is covered before be- ing regularly inspected, tested, and approv- ed, it shall be uncovered upon the order of the Plumbing Inspector. -19-163. Defective Work SEC. 169. If any plumbing work shows defects, such defective work or materials shall be replaced within three (3) days and inspection and test repeated. -19-164. Alterations, Repairs and Extension SEC. 170. All alterations, repairs, or ex- tensions, which shall include more than ten (10) feet shall be inspected and tested. — 19-165. Conductor Pipes SEC. 171. Conductor pipes and their roof connections within the walls of build- ings, shall be tested by the water or air test. -19-166. Test of Water Distribution System SEC. 172. Upon the completion of the entire water distribution system, it shall be tested and proved tight under a water pres- sure not less than the maximum working pressure under which it is to be used. — 19-167. Smoke Test on Defective Work SEC. 173. The air test shall be used in testing the sanitary condition of the drain- age or plumbing system of all buildings where there is reason to believe that it has become defective. In such buildings con- demned by the Health Department because of unsanitary conditions of the plumbing or drainage such work shall not be considered as repairs, but shall be done as in the (case of new buildings. -19-169. Penalty for Violations SEC. 174. Any person violating any of the provisions of this ordinance shall, upon conviction before the municipal court, be punished by a fine of not less than twenty- five ($25.00) dollars, nor more than five hundred ($500.00) dollars or imprisonment not exceeding ninety (90) days. -71-56. 58 59 ORDINANCE L-71 Passed by City Council April 16, 1912. Approved April 22, 1912. l WM. S. JORDAN, Mayor I Attest: III G. D. ACKERLY, Recorder. (Seal) ORDINANCE T-19 Passed by City Council Aug. 16, 1927. Approved Aug. 16, 1927. JOHN T. ALSOP, JR., Mayor. Attest: R. T. SMOTHERMAN, City Rek-order. (Seal) (Published, Jax Journal, Aug. 17, 1927) ORDINANCE T-99 Passed by City Council March 13, 1928. Approved March 27, 1928. JOHN T. ALSOP, JR., Mayor. Attest: II R. T. SMOTHERMAN, City Recorder. u (Seal) (Published Florida Times -Union March 29, 1928) ORDINANCE T-102 Passed by City Council Jan. 22, 1929. Approved .Tan. 28, 1929. JOHN T. ALSOP, JR., Mayor. Attest: R. T. SMOTHERMAN, City.: -Recorder. (Seal) (Published Florida Times -Union January 30, 1929) 60 ORDINANCE NO. V-43 Passed by City Council Dec. 8, 1931. Approved Dec. 30, 1931. JOHN T. ALSOP, JR., Mayor. Attest: W. PERRY ATKINS, City Recorder. (Seal) (Published Florida Times -Union Dec. 31, 1931) ORDINANCE NO. V-79 Passed by the City Council June 28, 1932. Approved July 11, 1932. JOHN T. ALSOP, JR., Mayor. Attest: W. PERRY ATKINS, City Recorder. (Seal) (Published Florida Times -Union July 15, 1932) ORDINANCE No. Y-92 Passed by the City Council August 23, 1938. Approved August 29, 1938, G. C. BLUME, Mayor. Attest: W. C. ALMAND, City Recorder. (Seal) (Published Florida Times -Union August 30, 1938) 61 LEGAL NOTICE ORDINANCE .NO. X-147 BILL NO. X-229 AN ORDINANCE Requiring Plumbing and Electrical Contractors to Make Written Re- port to the Chief of Police of All Purchases of Sec6nd Hand Equipment; Prohibiting the Purchase of such Equipment During Cer- tain Hours; and Prohibiting the Purchase of Any Such Equipment from Minors. BE IT ORDAINED BY THE MAYOR AND CITY COUNCIL, OF TRE CITY OF JACKSONVILLE SECTION 1. That all plumbing contrac- tors who purchase, deal in or in anyWise use second hand plumbing equipment, and all electrical contractors who purchase, deal in or in anywise use second hand electrical equipment shall make a written report to the Chief of Police of all purchases of any such equipment within 24 hours after pur- chase thereof, which report shall contain a full description of all such second hand ma- terials purchased with trade mark or reg- istered name, where so marked, together With the name and address of the person, or persons, from whom purchased and the li- cense number of the vehicle in which such equipment was delivered to the purchaser. SECTION 2. It shall be unlawful for any Plumbing contractor to purchase second hand Plumbing equipment and for any electrical contractor to purchase any second hand electrical equipment between the hours of 6:00 P. M. and 7:00 A. M. of the week days and between the hours of 6:00 P. M. on Sat- urday and 7:00 A M. on the following Mon- day. t equipment from a�y person below the age of twenty-q'ne years. SECTION 4• J Any person, firm or in the case of a corporation, the officers thereof, violating the,' provisions of this ordinance shall on conviction in the Municipal Court be punished by fine not exceeding One Hun- dred Dollars ($100.00) or by imprisonment not exceeding ninety (90) days, and on the second convi�;tion during any license year, his, their or its license may be revoked by the Mayor. SECTION 5. This ordinance shall take effect upon its becoming a law. PASSED BY CITY COUNCIL JUNE 8, 1937. APPROVED June 14, 1937. John T. Alsop, Jr. ATTEST: Mayor. W. C. Almand, (seal) Recorder. (Published in The Fla. Times -Union Jun - 15, 1937). (Adv. No. 3-660). SECTION 3. It shall be unlawful for any Plumbing or electrical contractor to pur- chase second hand plumbing or electrical 62 63 INDEX Page No. Compiled General Laws of Florida _________-1, 2, 3, 4 Application for Certificate; Examination1 Board of Examiners; Qualifications; Terms of Office; Compensation ___________________________________ _ Cities to Provide rules for construction of all 1 Plumbing; Plumbing Inspector; Qualification.; Reports to City Board of Health ----------- 2 Counties containing cities of certain population to appoint Plumbing Inspector; D'uties______________ 3 Examinations of Applicants ; Fees, etc. 2 Plumber's Certificate Back -water valve ------ --------------------------- 149 Sec. Page Acid wastes 13 No. ----------No. ns- e fees ees -----•-•-- Additional licens _------ 154 3 53 --- _________________ Air compressors 5 _.._____._ Air tests. final 51 27 __________166 Alterations—to be considered __- new 9 57 Plumbing----------------------------------------173 to be inspected and tested____________ S 19 59 ____170 to soil and vent pipes -------------------------- Annual renewal of certificates__________________ 122 58 42 Application for examination --- _-------------- 3 3 5 5 - Application for sewer connection ------------ Application for City water 12 9 ________________________ Application for Plumbing Permit 35 12 22 ------------ Approval of Plans 24 25 9 ----------------------------- -------- Area Drains 24 13 _____________ _ __ ______ _ __________ A. S. T. M., definition of ------------------------54 26 2g 20 Authority of Plumbing Inspector ------- ---- 22 12 Back -water valve ------ --------------------------- 149 51 Basic Plumbing Principles __________ ______ -'"'--- 25 13 Basis for fixture unit _.____.___------- ----------- 113 40 Bath houses ..... 93 35 23 Bar connections _________________ .._.__..__ 88 Blanks for drawings - .• .• 34 - - Board of Control -----------•-•----------- 12 2 9 ----------• Branch, definition of ________________131, 41, 26 S 19 vents 13b, ------ g---------------------------------- Brass floor flange _____________ ___----__________ 136 47 40 Brass ferrules, weight of _ -116 Cast pipe Catch basins, when required ________________ 38 Brass ......----------------106 Pipe, quality of ____________________________101 Building drain, definition of Catch basins, concrete _.._.._._ _-•____••_-:_____156 37 ----------- _..... Location of ------------ -.......... 26 44 19 ............. -....... Materials and sizes _ ------------------------- Building sewer, definition 45 24 25 of -------------------- Depthof 26 19 -------------------- ............................... Location of 39 23 --------------•----•----------- -----•-----•-• Materials for -------------------- 44 25 Sizeof --------------------- - ................... ....... 45 26 INDEX (Continued) see Page No. No. not to be occupied -------------------- 93 35 23 Buildings Buildings to have sewer -------------------•------ 37 C Calking ferrules, quality of -------------------- 106 38111 40 Cast iron pipe, calked joints ----------- iron to be tar coated ---------- _98 36 Cast pipe Catch basins, when required ________________ _-_-159 56 54 Catch basins, concrete _.._.._._ _-•____••_-:_____156 20 12 Certificate of Inspection _.._.____.________________ 87 34 Chases----------------------------------• --- ------- Circuit vent, definition of ...................... --_-.. 26 -18 46 Installation of ------------------------------------•-133 Cistern. etc., overflow of ------------------------ 60 29 36 Clay Pipe, quality of - 97 50 Cleanout equivalents -----•----------- --•---------147 49 Ferrules and plugs ------------ -_ - _144 14b 49 Locations __.- ------------- ------- 48 For Traps --•---I----------- ---142 Combination vent, definition of ------------ 26 18 47 Installation of ---------------------------•-••---------139 46 26 Combined sewer system ------------------- -seals b8 Condemned ---------------- -------_--_--------167 139 47 Combined waste and vent .................._. -- 110 39 Connections with lead and iron --- - ----------- 136 47 Continuous or wet vent -__ ----------- - ----------- 29 Conductors, defective ________________________________ 58 57 29 Outside --------------------------------- Inside---------------------------------------------•------- 58 Tests of ______________171 114 40 Connections, floor ------- _----------------------------- 57 29 Ofdown spouts ----••--•----•------•--••--•------- 38 23 Of laterals---------------------------------- ------------- ---- .----------- 129 44 Of main vents _ ---------------- - 45 Of vent Pipes --------------------------------------132 63 3o Prohibited . 39. Tobe tight ----------------------------------------------108 41 Tomasonry -----•---•-•-------•---------------•-------117 41 24 T'o septic tanks ----------------------------------- for 61 29 To sewer, Permit ---------------------------- 42 Tostack ---------------•------------------•-----•--- ---.121 Contamination,' mprotection from ______________ 34 22 37 Copper pipe, quality of --------------------------------101 58 Covering of work ......167 Dead end, definition of D ...................._--- 26 81 20 33 Maximum length --------•--------•---------•----• 58 29 Defective conductor -------- - ------------------- _------ 161 55 Fixtures ----------------------------------- 95 36 Materials--------------- -•-------------------------------- 59 Plumbing, tests of --------------------------------173 169 58 Work --------------------------- INDEX (Continued) Sec. -Page No. Vr Definitions—A. S, T. M. 26-30 13m.eb _ ........_. ....................... -----.-•--_......... -- . 26-20 Building drain Building sewer ----------- _------- ---------------26-2 --••-----_26-224 Cesspool ------ ----- —26-27 Circuit vent Combination vent ------ ....... -------- -26-14 Continuous vent -" Dead end -- -26-11 — ------------------------------------ __..:.___- --•---------•--------••------26-29 Fixtures ----------- - 26- 7 House drainage ------ —.- -- 26 Journeyman Plumbek .__._.__..____..__. 26- 4 Length Leaching well ---.---. " " _-------_-.26-27 Local """""""""`- - _ ventilatin 26-28 Looe g Pipe -------------------- --26-16 vent .2 6-12 Main .. -•------------ mbing..... ------------------------------ 3 PIu---- - Plumbing system ---- ------------------------- -26- 2 Septic tank ---- ---._. 26-26 Sewage ---•---.._•-------••-• -- 26-26 Sewage treatment tank .._.___.__.___.._--_-26-25 Size_......—.._.---_._.-. ---_-------.26-28 Soil Pipe --- ------- —.-26-17 ----- Soil vent . ---- —------------------ --- ----- -- 26-13 Special waste.........................""'_-_ Stack ..........- 26-18 -- --rain ................................ .:... 26-21 Storm water drain .......... 26-21 Trap - '-' 26-23 ............. --------••---------`-........... 26- 8 Trap seal �__..___._ Vent pipe .....................-- ........ 26_ 9 Waste Pipe .........................26-18 WPipes 'Water distribution __ """ Water service Pipe " .-----___ 26_ 6 Wet vent --- ................ Wet 5 ---- ------------------------------•----26-15 Depth of building sewer ......................... .. 39 Of laterals ....... - - - Dental cwspidor waste ------------------------------ 89 Disconnect plumbing, permit required.... 13 Distance of trap from. vent ------- - -------- 1.128 Drainage below sewer level48 Drains for basement floors for old buildings Drawings 40 • -..__. - Drilling Prohibited "'---'---'-"—' - 12 Drinking fountains __._.___-__- 80 - __.,160 Duties of Plumbing Inspector -------- .-..... 18 20 19 19 19 20 18 18 17 20 17 17 16 20 20 18 18 18 16 15 16 19 20 19 20 18 18 18 19 19 17 17 17 18 17 17 18 23 23 35 10 44 26 94 9 33 55 11 Earthenware fixtures ------------------ -------- ---- 64 30 Ejectorvents ...... _.,...................................... 50 27 Enameled water closets ............. _..... I .... .... 64 30 Examining Board .......................................... a 5 Extra Penalty affecting Journeymen Plumbers ........ ............. ............... 11 0 INDEX (Continued) Sec. Pave No. No - 3 Examination, application for -.--------------- 3 -- 6 6 Fees for ---------------------------------------------- '-- 42 24 Excavations ---------------------------•--•----------- 53 27 Exhausts ----------------------- -- bolt connections ----- --- 117 41 46 Expansion, ---------•- -- --- Extension, above roof ---- 17 134 0 58 To be inspected and tested ---------- F Fees— - 15 11 To City Treasurer ---- -------- - - - - 3 6- -. For examination certificates --------------- _.. 15 11 For permits ------------------------------------ -3 6 For renewal certificate -------------------------16 11 Fixtures ---'-----------------------•------------------- 15 11 Waste o-)emngs ------------------------ - - 14----10 49 Ferru'es, for pipe cleanouts ____________________ 38 Quality Of --------'------------------------•--------5 56 Fine for ra-inspection __.____._.-- -------•-----•-165 S0 33 Fittings prohibited ----------------------------------- 43 Five foot limit for closets ---- ------------------127 .127 43 Five foot limit for wastes _-----_-------_ __ 148 4 50 Fixtures below street level ------------------ 26 17 Fixtures -----------------------------------------------•--- 131 45 Branch vents -------------------------------------------- 42 Connections to stack ___________________________121 -161 55 Defective ------------------------------------------ 28 17 Definition of -------------------------------•---------•- 15 11 Fees for ------------------------------------ ------- ---- 66 30 InstaP,atioR ------------------ --------------------- ----- - 64 30 Materials -------------------•- -------------------- 67 31 Prohibited ------------------------------------ --"fi8 _-to 74 31 Reiluired-------------------------------•---- 62 Second hand ----------------------------= -- ----------142 48 To be trapped ------------------------------------------- 43 Trap protection --------------------- -------------127 119 41 Unit basis and table - - 28 21 Water supply for ----------------------- _----------- 113 4 Flashing of stacks ----------------------------------- 114 40 Flood Connections ----=--------------•-----•-'-'-'- _'148 60 Drain, basement ---------------------------------- - 51 Non-absorbent ------------------------------ ------'151 28 21 Flushing requirements __-------------------------- 55 Fountains for drinking --------------_ ---------------160 32 22 Freezing, protection from --------------------- Galvanized wire cloth __G-------------------------- 85 31 5T Glass top or vent shaft ._.-_____.__._-____-_____150 159 55 Garage catch basins ------------------------ - -------- 158 55 Waste--- ---------- ----------------- 55 28 Butters, sizes of ------------- ------------- ------ ------- ....... 156 54 Grating in yard sink ------- __------ - --- __._ 54 Grease Traps -------------------•-------------•------'-157 Graoe of sewer and waste Pipes _- ---------- 76 33 INDEX (Continued) Sec. Page No. No. H Horizontal, piping, installation__________ House drainage, definition 78 of .___.__._-__ House sewers to connect 25 to- Lateral proper --- 26-_ 133 House sewers to be separated 38 37 House traps, not allowed ----------------•• ---------------------- 94 Main, definition of -------------•--------.._..---_. Identity of Plumbing Inspector ------------ Ine4easers-------------------------------------------------115 18 Independent systems required __________________ 37 Individual vents ____________ ______ Inside conductors - ------------""------131 Inspections required ---------- —------------------------ Investigation 56 of complaints _______________163 23 J Joints, east iron calked Lead pipe - - •--••111 ----------------------------------•-------._ 110 Prohibited -116 Roof-----•----------------•-•-•----- - ---•----------.113 Slip and uni0n .-_.____ ____112 To be tight ---•----------- ---- Vitrified _ elay---p1P-- -------108 Journeyman Plumber, definition of __-_ 109 ... -' 2 6 K Kitchen or slop sink ------------ __---- __........ Label, cast or stamped --- L____.___ Labor for tests ------ 96 Leaching well, definition of .164 _.__-_____-__-_-__ Lead pipe, quality of 26 Joints '-•-•---•--•--•------•--•-•--.102 - ---- --------------110 Leaders, size of _ Lead work to be rat proof ______ - 55 Length Of -'brass ferrules ••. 85 o Length, definition of _ ------"------•-"""-106 Levels f traps --------------•---------- ___. 26 License fees, where e - ..................................143 required_-_____.____ Licensed Plumbers required n plumb_ 6 o ing work •--------•- 9 Licenses and bonds expire _ _ _ 7 Limit for yard sink waste ....................b6 Location of building drains " 44 Building sewers Cleanouts'-•-•---..--..----------------------- 44 ----•-144 C'o'mpressors __..__._-•..... ---.--""'" Motors. ........................... 51 33 14 23 23 36 11 40 23 45 29 56 13 40 39 40 40 40 39 39 16 31 36 56 20 37 39 28 34 38 20 49 7 8 8 54 24 24 49 27 27 INDEX (Continued) Sec. No. Loop vent, definition of -------------- ---- --- 26-_ 133 -----------------•- Installation of ---•--- " and when allowed ---- ----------- 133 Loop vent ...._150 Louvres in vent shaft --------------------- __. M Main, definition of -------------•--------.._..---_. 26 _ _-146 Manholes required .---'------------_-_ 5 Masters and Journeymen licensed ------------ 6..... Master Plumbers to give bond ........... 26 Master Plumbers, definition of .::..... 24 To file Plans .---------- -----------... building sewers __________________ .. 43 Materials for 64 For fixtures -------------------------------------------- For soil, waste and vent pipes ------------ 118 164 Fortests --------------- - - ----------------------------- For water supply pipes and fittings.-_- 31 Quality Of ----------•- --••-----•--- ---------------- 95 96 To be labeled--------------------------- ------------ Maximum length of dead ends ---------------- 81 Methods of testing --------•-----------------•-----165 of lead; in calked Minimum amount 111 joints---------•--------------------•------ Mosquitoes, protection from ------------------ 84 153 Motor, exhausts ------------------------------- ----------- 51 Location of ------------------ ---- _ ----- - Name to be exhibited .N-------................. 14 New plumbing and alterations ________________173 107 Nipples, quality of ---------------------------------- floors and walls --- -------- 151 Non-absorbent Non -syphon traps -----------------------•---------- --- 91 165 Notices for inspection --------- _------------------- Notificaticp re.exeminatiens ....... -......... 5 Obstruction prohibited -0----------------------•--- 63 24 Office records ............. Openings--- --------- -------------------------- ----------..162 Order of tests -------------•----•--.................166 Outside conductors ---------------------------- ...................1713 __--- 57 Overflow and exhausts ----- _----- - 60 Ofcisterns, etc ------------------------------------ Penalty for violating ordinance ------- - ------- 174 10 Penalty for Master Plumbers ----------- ---- 11 Penalty for -Journeymen Plumbers ..... ....... 13 Permits must be procured ------------------- '- 14 Permits for Master Plumbers .... -.......... 15 Permits to be paid for -------------------- --- 17 Permits, conditions of ....... ......... ---....... 15 Fees for -------------------- 12 Inwriting---------------- ---------- ---------------- Page No. 18 46 46 51 18 50 7 7 15 13 24 30 41 5C 21 36 36 33 56 40 34 53 27 10 59 as 51 35 56 7 30 13 56 57 29 52 29 59 8 9 10 10 11 11 11 9 INDEX (Continued) Qualification of Plumbers ------------------------ label cast or stamped -_-------------- 96 See. Page Available on work NO,. ------No. Required -- 16 11 ---------•--•------ ------------------ 12 To enter sewer 9 ---------------------------•-----•---- 61 Pipes not to built in 29 _---._.>_._._ Pipe, brass and copper - ----" ""--• 87 Peer " 34 --------------------101 Cast iron ------ - 37; _ _ __ __ _ Cleanout ferrules and plugs --------------_144 Cleanout locations 41 49 Lead ----------- ------------------- 49 Materialss i - forr supply _102 37 water -------------------- 31 Materials for soil 21 waste and vent -------- 118 Mild steel 41 --ppi- 100 Sizes for watterer 31 y----------------------------- suuppl-- ----------------------- -_-------- Vitrified clay ------•29 21 Wrought iron 97 36 --------------------------------------- Plans to be submitted- "` 99 36 Plumbing fixtures in basement __-------------- 12 148 9 "-_-__, Plumber not to allow the use his 50 of name -------- -- g Plumbing work not to be delayed-._..-.--.__ 10 8 Plumbing, definition of 8 Plumbing Inspector----------------------------------- 26 15 ___ _ Control and supervision __11 _ Duties of 12 -------------------------------�---- 20 --------------- Identity of 12 Qualifications -"'"-._""- To approve plans _ -----------•-^- ------- 21 12 To investigate comp laints13 To keep'records----- -------- '-.... 23 13 ----------------- 20 To place placards- 12 --------- Plumbing system, covering --of _________________167 5.8 Definition of _ 26 16 ___________ __ _ __ 26 Pr _ inciples, basic plumbing 14 ___- ------------------ Prohibited connections25 13 Conductor 123 43 ---------------------------------- "--------•---...-------•--------------•- Fixture waste ----- 59 29 Overflow --•----------------------•---------------123 43 -------•---------^-------------------------- 60 60 Reduced - - 29 -------.. ---------116 Sewers --""""----- 40 _ -- ___ _ Prohibited drilling and tappin 62 30 Crown vent g ' '----` 80 33 ......... Fittings -------------- 127 43 - ........... - - ..... 80 Fixtures "------- 33 --------------- - ----------------------------------- 67 Materials 31 ----------•----•--------••--•---•------------ 95 Obstructions 36 -- Occupancy of buildings 63 30 s------------ '--••------ 93 aps-------'-----•-----'--•-------------•----•-------------141 35 Wastes __-.-... - 48 Protection from mosquitoes _ 84 30 From rats 34 ------------------ From - - - --- 85 age 34 ---"_--"---_----" Of hydrants ..... 127 rants 48 Of -•---.......... 34 Pipes 22 -----------------------•••--•-•---- -•- 82 Of trap seal -""""""" 33 ----------------- - Of water supply - --- ........................... 32 48 Pumps, protection from contamination .__• 34 22 22 INDEX (Continued) Sec. Page No. No. Qualifications of Plumbing Inspector__---. 23 Qualification of Plumbers ------------------------ label cast or stamped -_-------------- 96 Quality Quality of brass and copper pipe ----------- --..101 Calking ferrules ------------------------------------106 98 Cast iron Pipe ------------------------------------ .---- 105 Galvanized iron sheets ------ - ----------- Leadpipe ------------------- --------------------------102 95 Materials------------------------------I----------------- 33 Mild steel pipe ---------------------------------------100 --- 3 Sheet brass_ -__104 Sheet copper -----------------------------------104 Sheet lead ---------------------------------------------- 103 Soldering nipples -----'--------------- --.---.----.107 97 Vitrified clay pipe ----------------------------------- 99 Wrought iron Pipe ------------------------------ ---- 124 Rain water discharge -------------------------------- 86 Rats, Protection from ------------------------------- 85 Receiving tanks---- --. 49 20 Record of office -------------------------------- --- Reducer; -------- -------------------------------------- ----_--115 ------------------------------- Refrigerator wastes------------------------------------ --152 -Relief valves ----------------------- ------------------------ 33 Renewal of certificates annually --- 3 Repairs, inspection and tests ------------------169 Permit to connect ------------------------------__- Replacing defective work ----------- -. Required fixtures ---------------------------- 68 to 74 Risk, owner's. ------------------------------ ------------ 17 Roof extensions of stack ---- ---- -------- ---- 124 Joints----------------'-------------------------------•-------113 Shut off, water supply --- ----------------- Room ventilation ----------------------------------------150 Signatures of Board Members ------- Seal of traps ------------ ----- ----- 13 Securing Permits -- -------- ----------- ------------. 140 Self cleaning traps ------------------------------------ Separate water service .............................. 36 Septic tank, connection required ------------ 41 Definition of - ------------------------------------- ----- 26 Sewer definition of .... .------------------- ------------ 26 Sewage treatment tank, definition of...- 26 Sewers, old buildings ---- .._- ------------------- _--- 40 Permit to connect ------------------------------__- 61 Sheet brass, quality of .. ............................104 Copper, quality of --------------------------------104 Iron, quality of ------------------------------------105 Lead, quality of ................... ---------_----102 Shut off, water supply --- ----------------- ---_. 30 Signatures of Board Members ------- -------- 54 Sinks, yard ------------------------------------------------155 34 34 26 18 40 52 22 6 58 58 31 11 43 40 51 INDEX (Continued) Sec. Page Size, building drain No. No._____________ Building Sewer _--_--.------__----"'""""--- 45 Combined sewer system ---------------------- - - 45 25 25 Definition of --------------------46 27 .............................__.__.. 26 Gutter and leader 19 --- ___--.__,_ _-.-__ 55 Lateral --"-"--'_""""' 28 --- -----------------------•----•----------------._ 45 Soil and waste stacks 130 Storm and water drains 25 44 -_-,-___„_-___-__ Traps •----- 45 25 - -----------------------------143 Vent Pipes 49 -_ ”--- -•' ............................ Water service Pines 44 _----------------130 ------------------`----••--- 29 Water supply Pipes ._-------------------------- 29 Yard sink 21 21 - ­ -------------------- Slip Joints 54 --------------------------------------------------- 112 Slope or horizontal piping 40 ........................ 78 vent Pipes -----_--------------- 132 33 Small ------------------- Small fixture units 45 ._._______...._ __ __.____136 Smoke test - -•------- '47 ----------------- Soil - 173 Pipe, definition of .------__-__-,----_-._--_ 26 59 Materials---------------- -------------------------------- Soil stack above roof 18 41 -.--------•------------------ Alterations 124 43 Fixture connections 122 Required sizes - ----------121 42_--.___-_ 42 Terminals ......120 42 ctio------------------------------------- ----125 Vent connections ns___________ 43 _ Soil vent, definition of - ----129 Soldering nipples, 44 1F ________________107 Special waste, definition tyofof 38 Stack, connections to .._._..._ --------------- 26 """ 121 18 Definition of '"' - 42 " Extensions ------------ 26 19 ----------------- --------------------------------- Terminals124 43 ---------------•--------- -------- Venting 125, 126 --------•----------_................... 43..._......138 - Steam boiler discharges _____ 53 47 Steel pipe, quality of _-----------------------__100 27 Storm water drain, definition of 2 6 37 -..-__--_.__ Discharge - 19 - es ---------------- -----.---------54 - Required sizes 25 _.._._____. .... Sumps ----•------------------------ 45 25 Sapervision-----------------------•-------- -------------__ 49 26 ----------------------19 Support of horizontal piping 12 ------------ Swimming pools78 33 Syphonage, tin from ------------155 protection from 53 __.-_-____ _ 127 Sgstem tests of 43 ----------------------•--.............165 a To be independent 56 Urinal, apartment partitions ____________________150 51 Urinals, water supply -------------•------•---------' Tanks, air ------------T 21 Receiving _. - 61 27 Tapping Prohibited ----- 49 26 ------------------------- Temperature of wastes - •- 80 33 -�__-_-_�_-_.............. 52 Terminals of stacks 27 _------------ - 126, 125 Alterations, repairs 43 - Before covering --"----""'......---170 work 58 .. ----------167 58 INDEX (Continued) No. No. See. Page 171 58 Conductor Pipe ---------------------------------------- 511 Final------------•-------------•--------------166 Materials and labor for ---- ------ - ----------- 164 6 57 `----------------------166 Methods---------------------------- 57 Orderof --------------------------------------------•----166 165 56 System------------ ---------------------------------------------------166 57 - ------------------•--- ------------------------------------------------------ Water ---------- - Water distribution system ____________________172 6 12 Written approval of ______________________________ 20 156 54 Terra-cottasloP sink ------------- ------------------- 8 8 Transfer of certificates forbidden ------ ----- 49 Trap cleanouts--•----•---------------------------------143 26 17 Definition sof - --- 44 Distance from vent --------------------------------128 167 5 Grease----------------- -------------------------------- Levels and protection ----------- _------------- ------ -_143 49 Prohibited _141 48 Protection from syphonage --------- -__..... 127 43 48 Required ----------------------------------------- -- !!-------142 49 Sizes -------------------- -----------------------------•-----143 Storm water; drainage ... __--------------------- 54 28 To be self cleaning --------- - --------------------- 140 26 48 17 Trap seal, definition of ____________________________ 49 Depth of ---------------------•----- - Twin waste branches -----------------------..----136 .143 47 Uncovering of work ------- _______________________•-168 58 Union 112 63 40 30 Unlawful to obstruct sewer ------------ -_-------- 92 35 Unsanitary plumbing ____________________________________ Urinal, apartment floor and walls ........ 151 51 Urinal, apartment partitions ____________________150 51 Urinals, water supply -------------•------•---------' 28 21 V Valves, back -water ------------------------------------149 51 Ventilation of rooms --- -------- --------- --------- --,150 51• 51 Vent shaft, size of ____________________________________150 Vent pipe above roof ------------ ------- ----------124 43 Alterations --'------ .................-----------------122 42 44 Connection at base --------------------------------129 Definition of ------------------------------------------- 26 128 17 44 Distance from trap ----------- - ----- _------------- 41 Materials----------------------•---------•--------------118 Required sizes ----------------------------------------130 44 Slopes and connections ----------------- - ---- _--- 132 45 Terminals --_------------------------ --------- 125, 126 43 Vents, branch and individual -------- - ---------- 131 45 Circuit or loop ------------------------- -------- -133 46 Common-------------• .............-.....................134 46 For ejectors -•-------------------------------------- 50 27 For fixture branches ------------------- . ........ 135 47 For small fixture units ________________________136 47 Prohibited ...-------------------'------------ ------------ 127 43 To stacks -----------------------------•----------------138 47 INDEX (Continued) See. Where not required No. Violations andpenalty -_-•'_ "_-- __- --•-•--•-134 Vitrified clay pipe, --'"""'--- - --------------------174 @uality of joints-------------•- W Walls to be non-absorbent ________________ Waste, acid - _ ---- 151 Below sewer level 54 Branches ------•----•--•-----•---- 48 Garage - Prohibited - ""'---. -------158. Refrigerator _- 62 Steam ------••-•--------------------------152 boiler Temperature of _----._ _ _ _ ------ 53 Waste openings, fees for __--'----'--' 52 Waste pipe, definition of ...... 15 Materials Waste stack above roof---------------------`------' 118 Alterations .""".......__.......... 124 Connections' """"--•--- -------122 Required sizes -------•------ -------------121 Terminals _ '--_.......... ----------------120 Vent connections _ _ _ ---•- 125-38, 126 Water closet bowls - •` - ----129 Water closets, required No. __--__-.-- _ ----- ---- 66 Water closet and sink required -----_, --- 68 Water closets, to have tanks ........ 68 Water closets, vitreous china _ _ ----- '--•-" 28 Water closets, roll rim - ___ _ _-__-"" 6.4 Water closets to have sto - 64 Water closets, size of flush cock 30 Water closets, tra"z Pipe-'----•------- 28 Water closets, p above floor -_o. ---------- 66 approved connection __...... 28 Water distribution pipes .....-._. Definition of -...... -- 27 Tests of '...... •... -'---... -...... •---•---•------•-. 26 Water seal ' ..---•-•---••-•--_..-•---•--172 Water service --------- --------------------------- 143 Definition of pipe ........................... 27 e of ---------•- --------------- 26 Supply -•-._...-------- Water suppply control 29 g materials .... Pitting '-'---...._---------------•- 30 Pipe materials ............ ----------------- 31 ipesizes .__._.___-__ - .................... 31 Protection _ _ --•--•-- 29 Relief valves ------- To fixtures _-_-_-_-----_- _-_-------------' _ Water test -••------.---• 28 Wet vent, defin Wire cloth ition of -•-•------------•------------16 6 -------• 26 Workin 85 g drawings •.................... Workman+ahip 12 Wrought ironDipe, quality off ...._...o ------ ---------- 83 ..............100 Yard sinks Y ........... .............156 Page No. 46 59 36 39 51 53 26 47 55 30 52 27 27 11 18 41 43 42 42 42 43 44 30 31 31 21 30 30 21 21 30 21 20 17 59 49 20 17 21 21 21 21 21 22 22 21 57 18 34 9 34 37 54