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HomeMy WebLinkAbout023651 ORD - 05/25/1999AN ORDINANCE REVISING SECTION 134, PLUMBING CODE, OF THE CITY CODE OF ORDINANCES BY INCORPORATION OF THE SBCCI STANDARD PLUMBING CODE, 1997 EDITION; PROVIDING FOR SEVERANCE; PROVIDING FOR PENALTIES; PROVIDING FOR PUBLICATION; AND PROVIDING AN EFFECTIVE DATE OF JULY 5, 1999. WHEREAS, the 1997 edition of the Standard Plumbing Code was approved by the Southern Building Code Congress International, Inc. (SBCCI) membership; WHEREAS, the City of Corpus Christi desires to update the City of Corpus Christi Technical Construction Codes, including the Plumbing Code, by adopting the 1997 edition of the SBCCI Standard Plumbing Code to protect public health, safety, and welfare; WHEREAS, due to local conditions, certain special local requirements have been established to raise the level of health and safety for installation of mechanical systems, including heating, ventilation, and air conditioning systems, chimneys and vents, boilers and water heaters, and solar systems, certain additions, deletions, and corrections of the SBCCI Standard Plumbing Code are required to meet local conditions, Section 13-5 of the Code of Ordinances shall take precedence when in conflict with the provisions of the SBCCI Standard Plumbing Code; NOW, THEREFORE, BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF CORPUS CHRISTI, TEXAS: SECTION 1. Section 13-6, Plumbing Code, is revised to read as follows: Sec. 13-6. Plumbing Code With the following additions, deletions, and revisions, the SBCCI Standard Plumbing Code, 1997 Edition, a copy of which, authenticated by the signatures of the Mayor and City Secretary, made public record by this Section, and on file in the City Secretary's office, is incorporated by reference and adopted as the Plumbing Code of the City of Corpus Christi: a. CHAPTER 1, ADMINISTRATION, is deleted. Section 13-1, Administration, Code of Ordinances, contains the administrative rules for the administration of the Plumbing Code and the other Technical Construction Codes of the City of Corpus Christi, including the Building Code, Electrical Code, Gas Code, and Plumbing Code. b. Section 202 of the SBCCI Standard Plumbing Code is amended by adding the following definition: x23651 R70327AC.133 '—i 2 "202 DEFINITION OF TERMS (Add the following additional definitions.) "Backflow Prevention Assembly Tester. A Backflow Prevention Assembly Tester is an individual recognized by the Texas Natural Resource Conservation Commission under 30 TAC 290.44(h)(1)." c. Section 301.3 of the SBCCI Standard Plumbing Code is revised to read as follows: 301.3 Connections to drainage system. All plumbing fixtures, drains, appurtenances and appliances used to receive or discharge liquid wastes or sewage shall be connected properly to the drainage system of the building or premises, in accordance with the requirements of this code. This section shall not be construed to prevent indirect waste systems provided in Chapter 8. "Exceptions: "2s Bathtubs. showers. clothes washers and laundry sinks shall not be required to discharge to the sanitary drainage system where such fixtures discharge to an approved gray water recycling system. Bathtubs. showers. clothes washers. laundry sinks. hand washing lavatories. and sinks not used for food preparation or disposal of chemicals and biological ingredients shall not be required to discharge to the sanitary drainage system where such fixtures discharge to an approved gray water/condensate irrigation system." d. Section 305.6 of the SBCCI Standard Plumbing Code is revised to read as follows: "305.6 Freezing. A waterrsoil or waste pipe shall not be installed outside of a building, in attics or crawl spaces, concealed in outside walls, or in any other place subjected to freezing temperature unless adequate -provision is made to protect them from freezing by a 1/2 inch thickness of oioe insulation, er-heatsracing or both. Water service pipe shall be installed not less than 12 inches (305 mm) deep or less than 6 inches (152 mm) below the frost line." e. Section 312.2 of the SBCCI Standard Plumbing Code is revised by adding a new subsection 312.2.1. to read as follows: R70327AC.133 3 "312.2 Drainage and vent water test. * * * "312 21 Test following repairs and alterations to existing buildings. Repairs/replacements of the building sewer. and associate branches of the building sewer. the building storm sewer and associate branches of the building storm sewer shall be tested with a 10 -foot head of water. Repair of the building drain and associated branches of the building drain. the building storm drain and associate branches of the building storm drain shall have a water test applied to the drainage system up to the lowest fixture outlet and to a point three feet outside the building. f. Section 312.5 of the SBCCI Standard Plumbing Code is revised to read as follows: "312.5 Water supply system test. Upon completion of a section or of the entire water supply system, the system, or portion completed, shall be tested and proved tight. prior to covering the piping under a water pressure of not less than the -system 85 psi (586 kPa)* or, plastic; by an air test of not less than 50 psi (344 kra) 85 psi (586 kPal. The water utilized for tests shall be obtained from a potable source of supply. The required test shall be performed in accordance with this section-and-Seetien407. "(Note: City normal working pressure is between 40 psi (276 kPa) and 45 psi (210 kPal. Minimum pressure is 35 osi (241 kPa). There are no current plans to raise the working pressure.1" g. Section 606.1.4. of the SBCCI Standard Plumbing Code is revised to read as follows: "606.1 Location of full -open valves. Full -open valves shall be installed in the following locations: On the base of every water riser pipe in occupancies other than multiple family residential occupancies that are twe-four stories or less -more in height and in one- and two-family residential occupancies." h. Section 606.2 of the SBCCI Standard Plumbing Code is revised by deleting subsection 606.2.2. and renumbering subsection 606.2.3. as 606.2.2. R70327AC.133 4 "606.2 Location of shutoff valves. Shutoff valves shall be installed in the following locations: 3. On the water supply pipe to each appliance or mechanical equipment." i. Section 606.4 of the SBCCI Standard Plumbing Code is revised to read as follows: "606.4 Valve identification. Service and hose bib valves shall be identified. except in a one °UN° o family residential occupancy. All ether -valves installed in locations that are not adjacent to the fixtures or appliances shall be identified, indicating the fixture or appliance served." j. Section 608.1 of the SBCCI Standard Plumbing Code is amended by adding a new subsection 608.1.1 to read as follows: "608.1 General. A potable water supply system shall be designed, installed and maintained in such a manner so as to prevent contamination from non -potable liquids, solids or gases being introduced into the potable water supply through cross connections or any other piping connections to the system. Backflow preventer applications shall conform to Table 608.1. "608.1.1 Inspection of backflow devices. The owner of any reduced pressure principle Izackflow preventer. pressure-type vacuum breaker. and double check - valve assembly backflow preventer shall have the backflow device inspected by a Backflow Prevention Assembly Tester before a backflow.preventer is plaged in servjce and on annually thereafter to ensure its proper operation. The owner shall file a copy of the initial and each annual inspection with the Building Official withip 10 days of the inspection," k. Section 608.12 of the SBCCI Standard Plumbing Code is revised to read as follows: "608.12 Pumps and other appliances. Water pumps, filters, softeners, tanks and all other devices that handle or treat potable water shall be protected against contamination. Whenever apump is connected to the potable water system. the water supply shall be protected by either a proper backflow preventer with a low pressure cutoff. or by the use of water supply tanks with an air gap. I. Section 608.13 of the SBCCI Standard Plumbing Code is amended by adding a new subsection 608.13.9 to read as follows: R70327AC.133 5 "608.13 Backflow protection. Means of protection against backflow shall be provided in accordance with Sections 608.13.1 through 608.13.7. * "608.13.9 Inspection of backflow preventers by Backflow Prevention Assembly Tester. All reduced pressure principle backflow preventers. pressure- type vacuum breakers. and double check -valve assemblies must be inspected and tested by a Backflow Prevention Assembly Tester. Certification of proper operation must be provided in writing to the Building Official before the backflow prevention device is placed in service and on a yearly basis thereafter m. Chapter 6, Water Supply and Distribution, of the SBCCI Standard Plumbing Code is amended by adding a new section 612 to read as follows: "Chapter 6 'WATER SUPPLY AND DISTRIBUTION "SECTION 612 LAWN IRRIGATION SYSTEMS "612.1 Drip Irrigation Systems Any irrigation system located within or designed to irrigate the vegetation located within the following areas shall use "drip" emitters or soaker type hoses instead of spray heads: "1. In the right of way between the sidewalk and curb. "2. Within five feet of the paved surface of the right of way when there is no sidewalk. "3. Within narrow strips of vegetation between the sidewalk or curb and a parking lot. which is Tess than five feet wide. Spray or rotary heads may not be installed in wider strips of vegetation if the head will spray water onto the street or the paved area of the parking lot when installed according to the manufacturer's recommended installation specifications for the maximum available pressure at the specific spray or rotary head. when derated for average nighttime wind speed. "4. Within narrow strips of vegetation within a parking lot. which is less than five feet wide. Spray or rotary heads may not be installed in wider strips of vegetation if the head will spray water onto the paved area of the parking lot when installed according to the manufacturer's recommended installation R70327AC.133 6 specifications for the maximum available pressure at the specific spray or rotary head, when derated for average nighttime wind speed. "5. Within any median. including a traffic island. which is less than five feet wide within the right of way. Spray or rotary heads may not be installed in a wider median if the head will soray water onto the street or the paved area of the parking lot when installed according to the manufacturer's recommended installation specifications for the maximum available pressure at the specific spray or rotary head. when derated for average nighttime wind speed." n. Section 702.5 of the SBCCI Standard Plumbing Code is amended by adding a new subsection 702.5.1 to read as follows: "702.5 Chemical waste system. * * * "702.5.1 Acid waste and vent piping. Acid waste and vent doing for drainage systems shall be of a high silicon cast iron. borosilicate glass. polypropylene. or other materials approved by the Building Official. Fittings shall conform to the type of piping used. Acid waste and vent piping shall not be connected to the conventional plumbing system. "(1) The specific piping material selected must be compatible with the actual acid waster based on the manufacturer's recommendation. "(2) All piping system components shall be aligned properly without strain. Joints between polypropylene and other types of piping material shall be made with adapters complying with manufacturer's recommendations. "(3) Support spacing for polypropylene oioe shall be based 00 the design temperature in accordance with the manufacturer's recommendations. o. Table 702.1 of the SBCCI Standard Plumbing Code is amended to read as follows: "Table 702.1 ABOVE -GROUND DRAINAGE AND VENT PIPE MATERIAL STANDARD Acrylonitrile butadiene styrene (ABS) plastic pipe ASTM D 2661; ASTM F 628; CSA B181.1 Brass pipe ASTM B 43 Cast-iron pipe ASTM A 74; CISPI 301; ASTM A 888 Copper or copper -alloy pipe ASTM B 42; ASTM B 302 R70327AC.133 7 MATERIAL STANDARD Copper or copper -alloy tubing (Type K, L, M or DWV) ASTM B 75; ASTM B 88; ASTM B 251; ASTM B 302 ASTM A 53 Glass pipe ASTM C 1053 Polyolefin pipe CSA CAN/CSA B181.3 PolyDroDylene acid waste pipe ASTM D2146. ANSI B16.12. and ASTM (Polypropylene acid waste pipe may only D635 be used for acid wastes and venting applications.) Polyvinyl chloride (PVC) plastic pipe (Type DWV) ASTM D 2665; ASTM D 2949; ASTM F 891; CSA CAN/CSA B181.2 p. Section 703 of the SBCCI Standard Plumbing Code is amended by adding a new section 703.6 to read as follows: "SECTION 703 BUILDING SEWER "703.6 Pre -tap connection. When connection to thtDublic sewer reauires connection to an existing ore-taD. the tie-inshall be made within 48 inches from the finish grade: on private property. at the easement or at the edge of the property: and be readily accessible for inspection "703.6.1. Exceptions. When it is obvious from ground level that proper connection has been made. even if the depth of the tie-in is more than forty-eight inches (48"). the inspection shall be approved. Written acceptance of the tie-in inspection from the City Wastewater Department will be the only other approval for qomoliance. q. Section 704.1 of the SBCCI Standard Plumbing Code is amended by adding a new section 704.1.1 to read as follows: "704.1 Slope of horizontal drainage piping. * * * "704.1.1 Minimum velocity. Where conditions do not permit building drains and sewers to be laid with a fall as great as specified in Table 704.1. then a lesser slope may be permitted provided the computed velocity will not be less than 2 feet per second. R70327AC.133 8 r. Section 708.3 of the SBCCI Standard Plumbing Code is revised to read as follows: "708.3 Where required. Cleanouts shall be located in accordance with Sections 708.3.1 through 708.3.5. "708.3.1 Horizontal drains within buildings. All horizontal drains shall be provided with cleanouts located not more than 100 feet (30 480 mm) apart. "708.3.2 Building sewers. All building sewers shall be provided with cleanouts located not more than 100 feet (30 480 mm) apart measured from the upstream entrance of the cleanout. "708.3.3 Changes of direction. Cleanouts shall be installed at each change of direction of the building drain or horizontal waste or soil lines greater than 45 degrees (0.79 rad). Where more than one change of direction occurs in a run of piping, only one cleanout shall be required for each 40 feet (12 192 mm) of developed length of the drainage piping. "708.3.4 Base of stack. A cleanout shall be provided at the base of each waste or soil stack. "708.3.5 Building drain and building sewer junction. There shall be a two- way double riser cleanout near at the junction of the building drain and the building sewer. The cleanout shall be either inside or outside the building wall and shall be brought up to the finished ground level or to the basement floor level. An approved two-way cleanout is allowed to be used at this location to serve as a required cleanout for both the building drain and building sewer. -The "708.3.6 Manholes. In Pipe having a nominal diameter greater than 3 inches. the cleanouts may be omitted. if manholes are located at distances not exceeding 300 feet and at every change of direction. Manholes serving a building drain shall have secured gas-tight covers and shall be located in accordance with Section 708.8. "708.3.7 Wye cleanout to public sewer. A wye-type cleanout. not less than four inches (4") in diameter. shall be extended to grade and shall be located at the junction of the building sewer and public sewer. at the property line." s. Tables 710.1(1) and 710.1(2) of the SBCCI Standard Plumbing Code is revised to read as follows: R70327AC.133 9 "TABLE 710.1(1) BUILDING DRAINS AND SEWERS DIAMETER OF PIPE (inches) MAXIMUM NUMBER OF DRAINAGE FIXTURE UNITS CONNECTED TO ANY PORTION OF THE BUILDING DRAIN OR THE BUILDING SEWER, INCLUDING BRANCHES OF THE BUILDING DRAIN Slope per foot 1/16 inch 1/8 inch 1/4 inch 1/2 inch 1 1/4 1 1 1 1/2 3 3 2 21 26 2 1/2 24 31 3 36b 42° 50b 4 180 216 250 5 390 480 575 6 700 840 1,000 8 1,400 1,600 1,920 2,300 10 2,500 2,900 3,500 4,200 12 2,900 4,600 5,600 6,700 15 7,000 8,300 10,000 12,00 For SI: 1 inch = 25.4 mm, 1 inch per foot = 0.0833 mm/m. a The minimum size of any building drain serving a water closet shall be 3 inches. ¢ Not over two water closets" R70327AC.133 10 "TABLE 710.1(2) HORIZONTAL FIXTURE BRANCHES AND STACKS* For SI: 1 inch = 25.4 mm. a Does not include branches of the building drain. Refer to Table 710.0(1). ' Stacks shall be sized based on the total accumulated connected load at each story or branch interval. As the total accumulated connected load decreases, stacks are permitted to be reduced in size. Stack diameters shall not be reduced to less than one-half of the diameter of the largest stack size required. ° Sizing load based on design criteria. Not more than 2 water closets. Not more than 6 water clogets." t. Section 802.2 of the SBCCI Standard Plumbing Code is revised to read as follows: R70327AC.133 MAXIMUM NUMBER OF DRAINAGE FIXTURE UNITS (dfu) Stacks' DIAMETER OF PIPE (inches) Total for a horizontal branch Total discharge into one branch interval Total for stack of three branch intervals or Tess Total for stack greater than three branch intervals 1 1/2 3 2 4 8 2 6 6 10 24 21/2 12 9 20 42 3 204 204 481 721 4 160 90 240 500 5 360 200 540 1,100 6 620 350 960 1,900 8 1,400 600 2,200 3,600 10 2,500 1,000 3,800 5,600 12 3,900 1,500 6,000 8,400 15 7,000 Footnote c Footnote c Footnote c For SI: 1 inch = 25.4 mm. a Does not include branches of the building drain. Refer to Table 710.0(1). ' Stacks shall be sized based on the total accumulated connected load at each story or branch interval. As the total accumulated connected load decreases, stacks are permitted to be reduced in size. Stack diameters shall not be reduced to less than one-half of the diameter of the largest stack size required. ° Sizing load based on design criteria. Not more than 2 water closets. Not more than 6 water clogets." t. Section 802.2 of the SBCCI Standard Plumbing Code is revised to read as follows: R70327AC.133 11 "802.2 Installation. All indirect waste piping shall discharge through an air gap or air break into a waste receptor or standpipe. Waste receptors and standpipes shall be trapped and vented and shall connect to the building drainage system. -All -indirect u. Section 802.2 of the SBCCI Standard Plumbing Code is revised to read as follows: "903.1 Main vent required. Every sanitary drainage system receiving the discharge of a water closet shall have a minimum three (3) inch diameter main vent that is either a vent stack or a stack vent. Such vent shall run undiminished in size and as directly as possible from the building drain through to the open air above the roof." v. Section 313.2 of the SBCCI Standard Plumbing Code is amended by adding new subsections 913.2.1 and 913.2.2 to read as follows: "913.2 Vent connection. * * * * "913.2.1 Vents for traps. Trapafor island sinks and similar equipment shall be roughed in above the floor and may be vented by extending the vent vertically to not less than thesirain board height. returning vertically downward and connecting it to the horizontal sink drain immediately downstream from the vertical fixture drain. Horizontal venting will not be permitted in this installation. "913.2.2 Vents for bar and fountain sink trans. Traps serving sinks whigh are part of the equipment of bars. soda fountains, and counters need not be vented when the location and construction of such bars. soda fountains. and counters makes it impossible to do so. When these conditions exist. such sinks may be vented in accordance with 913.2.1. Drainage shall be in accordance with 802. w. Section 917.2 of the SBCCI Standard Plumbing Code is amended by adding a new subsection 917.2.1to read as follows: "917.2 Installation. * * * "917.2.1 Installation of air admittance valves (mechanical vents). It shell be unlawful to use air admittance valves. except when conditions prevent the installation of a conventional or island fixture vent system. x. Section 1002.1 of the SBCCI Standard Plumbing Code is revised to read as follows: "1002.1 Fixture traps. Each plumbing fixture shall be separately trapped by a water- seal trap, except as otherwise permitted by this code. The trap shall be placed as close R70327AC.133 as possible to the fixture outlet. 12 The distance of a clothes washer standpipe above a trap shall conform to Section 802.4. A fixture shall not be double trapped. An automatic clothes washer or laundry tub shall not discharge to a trap serving a kitchen sink. y. Section 1002.4 of the SBCCI Standard Plumbing Code is amended by adding a new subsection 1002.4.1 to read as follows: "1002.4 Trap seals. * * "1002.4.1 Exceptions. When a trap seal primer valve is needed. only one primer is required. z. Section 1003.1 of the SBCCI Standard Plumbing Code is amended by addinag a new subsection 1003.1.2 to read as follows: "1003.1 Interceptors required. * * * "1003.1.2 Grease interceptor required. A grease interceptor shall be installed in the waste line leading from sinks. drains or other fixtures in the following establishments when. in the opinion of the Building Official. a hazard exists: restaurants. hotel kitchens or bars. factory cafeterias or restaurants. clubs or other uses where grease can be introduced into the drainage system in quantities that can affect line stopp-ge or hinder sewage disposal "1. Design criteria and sizing method: "a. Flow rate. Grease interceptors will be sized according to the fixture unit flow rate of each fixture discharging into the interceptor. Fixture unit flow rate shall be 7.5 GPM per fixture unit. One. two. or three compartment sinks shall be assigned a fixture unit value of 3.0. Dishwashing and utensil washing machines shall be assigned a fixture unit value of 6.0. For all other grease producing fixtures use Table 709.1 to select appropriate fixture unit value. "b. Total fixture unit count. When total fixture count has been determined. multiply value by 7.5 GPM per fixture unit to obtain total flow rate. Floor drains and hand sinks installed only for the purpose of cleanup. and not used for direct discharge of any grease producing fixture. shall not be included in the sizing calculations. All drains servicing grease producing fixtures shall be connected to the grease interceptor. R70327AC.133 13 "c. Water seal. Each grease interceptor must have an approved water seal of not Tess than two inches in depth. or the diameter of its outlet. whichever is greater. "d. Sampling port. A four inch sampling port shall be installed downstream of the confluence of the grease interceptor discharge and the building sewer system. The sampling port shall be installed perpendicular to the effluent lateral to allow visual observation and sampling. The design location shall ensure accessibility of the sampling port for monitoring activities. "e. Manhole covers. Manhole covers shall be 24 inches in diameter. gas tight. and capable of supporting any vehicle traffic. The manhole covers shall have precast concrete rings to extend to grade. as necessary. Types of interceptors: "a. Materials. Factory fabricated interceptors may be of the following materials: cast iron. stainless steel. concrete. and other industry approved materials. "b. Factory fabricated interceptors. Factory fabricated grease interceptors must be certified and labeled by the Plumbing and Drainage Institute (PDI). "c. Flow rate. Factory fabricated grease interceptors shall have a minimum flow rate of 25 GPM and a maximum flow rate of 50 GPM. "d. Flow control devices. When factory falzricated interceptors are installed. flow control devices may be installed at the drain outlet of each grease producing fixture. Flow Control Devices having adjustable or removable parts are prohibited. "e. Custom fabricated interceptors. After calculating the required flow rate. the grease interceptor is to be designed with a primary compartment having a seven (7) minute retention time. and a secondary compartment having a five (5) minute retention time. Refer to Figure 1003.1 for details of construction and inlet and outlet piping arrangements "f. Minimum flow rate. Custom fabricated concrete grease interceptors shall have a minimum flow rate of 40 gallons per minute. R70327AC.133 14 "g. Concrete interceptors, Concrete shall be a minimum of 3000 PSI concrete. "h. Flow control devices. Flow control devices shall not be used with custom fabricated concreteinterceptors. "3. Prohibited uses: "a. Carbon steel. Carbon steel grease interceptors are prohibiter( in underground applications. "b. Water cooled interceptors. Water cooled grease interceptors are prohibited. "4. Water connection. Water Connection for operating an interceptor shall be such that backflow cannot occur. aa. Section 1003.8 of the SBCCI Standard Plumbing Code is amended by addinag a new subsection 1003.8.1 to read as follows: "1003.8 Sand interceptors in commercial establishments. * * * "1003.8.1 Design criteria and sizing method.. The sizing method for custom fabricated oil and sand interceptors assigns a flow rate of 20 GPM (gallons per minute) for the first bay and an additional 10 GPM for each additional bay. The tank should_be designed to have a twelve (12) minute retention time with two compartments. The primary compartment shall be 2/3 of the total volume and the secondary compartment shall be 1/3 of the total volume. See Figure 1003.2 and Figure 1003.3 for details of construction and piping arrangements. "1003.8.2 Materials. Concrete used for interceptor construction must be at least 3000 PSI, "1003.8.3 Drainage to sanitary sewer. Sand interceptors shall drain only into the sanitary sewer," ab. Chapter 10, Traps, of the SBCCI Standard Plumbing Code is amended by adding Figures 1003.1, 1003.2, and 1003.3 to read as follows: "CHAPTER 10 "TRAPS R70327AC.133 24" Dia. ps ligl t manhole ring cover. Provide traffic duty where required Expend to grade with precast concert rings r required. MINIMUM REQUIREMENTS FOR CUSTOM GREASE INTERCEPTORS tams rgv r st'�sM IdN»1,ArYbr ls/adisa—_. 15 se; teat anent raw uarewnat sw R70327AC.133 ar FIGURE 1003.1 Note: Inside width of Grease Interceptor is 36". MINAIUM REQUIREMENTS FOR OL SVCORS SEE ANC ra..w ass air a a ' :-- SECTION FIGURE 1003.2 Car aar... as MINMUM REQUIREMENTS FOR OIL AND SAM MTERCEPTQRS LOCATED IN SERVICE BAY AREAS NOM: Mai a an a al and and nala.ea a art FIGURE 1003.3 R70327AC.133 16 17 ac. Section 1104.2 of the SBCCI Standard Plumbing Code is revised to read as follows: "1104.2 Combining storm with sanitary drainage. The sanitary and storm drainage systems of a structure shall be entirely separat ad. Chapter 13, Special Piping and Storage Systems, of the SBCCI Standard Plumbing Code is amended by adding a new Section 1304 to read as follows: "CHAPTER 13 "SPECIAL PIPING AND STORAGE SYSTEMS "SECTION 1304 INSPECTIONS "1304.1 Inspections. Nonflammable medical gas installations shall be inspected and certified as conforming to the latest edition of NFPA 99C. Gas and Vacuum Systems by the owner of the property. a registered professional engineer. and a licensed master or journeyman plumber. who holds a medical gas technician endorsement. ae. Appendix A of the SBCCI Standard Plumbing Code is deleted. Section 103.7, Fees, as adopted by Section 13-1 of the Code of Ordinances, contains the fee schedule applicable to the Plumbing Code. af. Appendix B, Rates of Rainfall for Various Cities, of the SBCCI Standard Plumbing Code is not adopted, but is provided for information and reference. ag. Appendix C, Gray Water Recycling Systems, of the SBCCI Standard Plumbing Code is amended by revising the title to read "Gray Water Recycling and Gray Water/Condensate Irrigation Systems and by adding a new section C102. Appendix C, as amended, and is adopted and made part of this code as amended. Section C102 shall read as follows: R70327AC.133 18 "APPENDIX C "GRAY WATER RECYCLING AND GRAY WATER/CONDENSATE IRRIGATION SYSTEMS "C102 GRAY WATER/CONDENSATE IRRIGATION SYSTEMS "C102.1 General. Gray water/condensate disposal systems. Modification of the drains and piping systems to allow the diversioriof gray water and condensate for the irrigation of vegetation and watering of foundations is permitted. However. no modifications may be made if the diversion of gray water will impair the Proper operation of the drainage system. The plans and installation of a gray water disposal system. which Provides for the storage of gray water. must be designed and certified by a registered Professional engineer or registered professional sanitarian. "C102.2 Definitions. The following terms shall have the meaning shown herein. "Condensate. The untreated water that is collected as a result of the water vapors in humid air being converted into the liquid state through contact with cooling coils or evaporators in air conditioning and other cooling systems "Gr -y Water. Wastewater from clothes washing machines. showers. bathtubs. hand washing lavatories. and sinks that are not used for food preparation or disposal of chemical and biological ingredients ah. Appendix D, Degree Day and Design Temperatures for Cities in the United States, of the SBCCI Standard Plumbing Code is not adopted, but is provided for information and reference. ai. Appendix E, Sizing of Water Piping Systems, of the SBCCI Standard Plumbing Code is adopted and made part of this code. aj. Appendix F, Structural Safety, of the SBCCI Standard Plumbing Code is adopted and made part of this code. ak. Appendix G, Fuel -Gas Piping, of the SBCCI Standard Plumbing Code is adopted and made part of this code. al. Appendix H, Travel Trailers and Travel Trailer Parks, is added to read as follows: "APPENDIX H "TRAVEL TRAILERS AND TRAVEL TRAILER PARKS R70327AC.133 Th "H101 GENERAL 19 "H101.1 General. The requirements set forth in this Appendix shall apply specifically to all new Travel Trailer Parks. and to additions to existing parks as herein defined. and are to provide minimum standards for sanitation and plumbing installation within these parks. for the accommodations. use and parking of travel trailers Plumbing installations in travel trailers shall be installed in accordance with ANSI A119.2. Part I. "H102 DEFINITIONS "1101.2 Definitions. Definitions contained in Chapter 2 of the Standard Plumbing Code shall also apply to this Appendix B except where the following special definitions shall apply. "AIR LOCK. A condition where air is trapped in a drain or drain hose and retards or stops the flow of liquid waste or sewage. "CENTER The center of a manufactured home or travel trailer is the longitudinal center line located midway between the right and the left side. "COMBINATION COMPARTMENT A shower stall with or without a door which provides for orincludes a water closet. It is sized for occupancy of only one person. "DEPARTMENT HAVING JURISDICTION. The administrative authority or other law enforcement agency having jurisdiction over this regulation. "DEPENDENT TRAVEL TRAILER. A trailer coach not equipped with a water closet "DRAIN HOSE. The approved type hose. flexible and easily detachable. used for connecting the drain outlet to a sewer inlet connection. "DRAIN OUTLET The lowest end of the main drain to which the terminal end of the drain hose is connected, "INDEPENDENT MOBILE HOME OR TRAVEL TRAILER. One eauipped with a water closet and a bath or shower. "INLET COUPLING The terminal end of the water system to which the water service connection is made. It may be a swivel fitting or threaded pipe end, "INTERMEDIATE WASTE HOLDING TANK (travel trailers only) An enclosed tank for the temporary retention of water -borne waste. "LENGTH The distance measured from the tip of the hitch to the part farthest to the rear of a manufactured home or travel trailer. R70327AC.133 20 "MANUFACTURED HOME OR TRAVEL TRAILER PARK. A site. lot. tract or parcel of land upon which one or more mobile home or travel trailer is parked. for the temporary or permanent use as living quarters of one or more families. "PARK SANITARY DRAINAGE SYSTEM. The entire system of drainage piping used to convey sewage or other wastes from the manufactured home or travel trailer drain. outlet connection. at it connection to the manufactured home or travel trailer site. to a City's sanitary sewer or private sewage disposal system. "PARK WATER SUPPLY SYSTEM All of the water supply piping within the park extending from the main public supply or other source of supply to. but not including the manufactured home or travel trailer service system. and including branch service lines. fixture devices. service buildings and appurtenances thereto. "SERVICE BUILDING. A building housing toilet and bathing facilities for men and women with laundry facilities. "SEWER LATERAL That portion of the park sanitary drainage system extending to a manufactured home or travel trailer site. "TRAVEL TRAILER A vehicular. portable structure built on a chassis. designed to be used as a temporary dwelling for travel. recreational and vacation uses. permanently identified "Travel Trailer" by the manufacturer on the trailer and when factory eauipped for the road. having a body width not exceeding 8 ft and bei g of any length provided its gross weight does not exceed 4500 Ib. or being of any weight provided its overall length does not exceed 29 ft, "TRAVEL TRAILER SANITARY SERVICE STATION - One used for emptying waste holding tanks, "H103 GENERAL REGULATIONS "H103.1 Governing provisions. The aeneral provisions of the Standard Plumbing Code shall govern the installation of plumbi g systems in travel trailer parks. except where special conditions or construction are specifically defined in this Appendix. "H103.2 Travel trailer sites "1-1103.2.1 Travel trailers shall not hereafter be parked in any travel trailer park unless there are provided plumbing and sanitation facilities installed and maintained in conformity with these regulations. Every travel trailer shall provide a gas and watertight connection for sewage disposal which shall be connected to an underground sewage collection system discharging into a public or private disposal system. R70327AC.133 21 "H103.2.2 No dependent travel trailer shall be parked at any time in a space designed and designated for an independent travel trailer unless public toilet and bath facilities are available within 200 ft of the dependent travel trailer. 1H104 PLANS AND SPECIFICATIONS "H104.1 General. Theowner orooerator of every travel trailer park. before providing areas of space for the use and accommgdation_of independent travel trailers. shall make application for apermit and file two sets of plans and specifications with the Building Inspection Department. The glans and specifications shall be in detail as follows: "1. A scaled plot plan of the park. indicating the spaces. area. or portion of the park for the parking of independent travel and independent trailers. Size. location and specification of the park sanitary drainage system. "3 Size location and specification of water supply lines and their location. "4 Size. location and layout of service building. Size. location. specification and layout of the fire protection system. A scaled layout of typical trailer sites. "7. Applications shall bear the approval of the local enforcement agencies as to compliance with city or county plumbing. zoning and health ordinances. "8. Plumbing required by this article shall comply with all city or county plumbing and health ordinances and regulations. "9. The issuance of a permit shall not constitute approval of any violation of this article or of any city or county ordinance or regulation. "10. An approved set of plans and a copy of the permit shall be kept on the park premises until the final inspection has been made. 11105 SERVICE BUILDINGS "H105.1 Minimum facilities "H105.1.1 Each travel trailer park shall have at least one service building to provide necessary sanitation and laundry facilities. Those parks serving independent travel trailers need provide only minimum facilities. However. a R70327AC.133 22 service building with adeauate laundry facilities and storage locker room is more desirable "11105.1.2 The service building shall_be of permaneniconstruction with an interior finish of moisture resistant material which will stand frequent washing and cleaning and the building shall be well lighted and ventilated at all times. "11105.2 Independent trailers. The service buildings of independent travel trailer parks only shall have a minimumSone laundry tray,_one water closet. one lavatory. one shower or bath tub for women and one water closet. one lavatory and one shower or bath tub for men. "H105.3 Dependent trailers. The service buildings in parks that also accommodate dependent travel trailers shall have a minimum of one laundry. two water closets, one lavatory. one shower or bath tub for women and one water closet. one urinal. one shower or bath tub for men and one slop -water closet for emptying containers of human waste. The above facilities are for a maximum of ten dependent travel trailers. For every ten additional dependent travel trailers the following additional fixtures shall be provided: One laundry and one shower or bath tub for each sex. one water closet for every 10 additional dependent travel trailers for women and one water closet for every 15 additional dependent travel trailers for men. "H105.4 Water supply for fixtures "H105.4.1 Hot and cold water shall be provided for all fixtures except water closets. The slop -water closet shall be provided with hot and cold water faucets over the bowl in addition to the flushing mechanism (preferably a flushometer valve). "H105.4 2 Each water closet. slop -water closet. tub and shower. shall be in separate compartments. with self-closing doors on all water closet compartments. The shower stall shall be a minimum of 3 ft x 3 ft in area. with a dressing compartment with a stool or bench for women. "H195 4.3 The laundry trays and washing machines shall be contained in a room separate from the toilet rooms. "H105.5 Floor drains. A minimum 3 -inch floor drain shall be installed in each toilet room and laundry room. "11106 MATERIALS "11106.1 General. Unless otherwise provided for in this Appendix. all piping, fixtures or devices used in the installation of sanitary drainage and water supply systems for travel R70327AC.133 23 trailer narks. or parts thereof. shall conform to the quality and weights of materials required by the Standard Plumbing Code. "H107 GENERAL REGULATIONS "H107.1 General. Unless otherwise provided for in this Appendix. all plumbing fixtures, piping. drains. appurtenances and appliances designed and used in a park sanitary drainage and water supply system and service connections shall be installed in conformance with the Standard Plumbing Code. "H108 PARK SANITARY DRAINAGE SYSTEM "H108.1 Seperation of sewers and water system. The main sewer and sewer laterals shall be installed in a separate trench not less than 5 ft from the Dark water service or distribution system. See 1205.3 of the Standard Plumbing Code. "H108.2 Minimize size pipe. The minimum size of pipe in any travel trailer park sanitary drainage system shall be 4 inches. "H108.3 Minmum design standards. Each travel trailer shall be considered as six fixture units in determining discharge requirements in the des'gn of park sanitary drainage and sewage disposal systems. "H108.4 Minimum grade. Minimum grade for sewers shall be so designated that the flow will have a mean velocity of 2 ft per second when the pipe is flowing half full. "1108.5 Connection to public sewer. The discharge of a park sanitary drainage system shall be connected to a public sewer. Where a public sewer is not available. an individual sewage disposal system shall be installed. of a type that is acceptable and approved by the Administrative Authority or other law enforcement agency having jurisdiction over this regulation. "11108.6 Manholes and cleanouts Manholes and cleanouts shall be provided as reauired in Chapter 7 of the Standard Plumbing Code. Manholes and cleanouts shall be accessible and brought to grade. 11108.7 Venting. The main sewer shall be provided with a minimum 4 -inch vent. not more than 5 ft down stream from its upper trap. Long mains shall be provided with additional relief vents at intervals of not more than 200 ft thereafter. if hte manhole covers are not of the perforated type. These relief vents shall be a minimum of 4 inches and shall not be securely supported and extended a minimum of 10 ft above the around. "H108.8 Branch lines and sewer laterals. Branch lines or sewer laterals to individual travel trailers shall not be less than 4 -inch diameter. R70327AC.133 24 "H108.9 Sewer inlets Sewer inlets shall be 4 -inch diameter and extend above grade 3 to 6 inches. Each inlet shall be provided with a gas-tight seal when connected to a trailer and have a gas-tight seal when connected to a trailer and have a gas-tight seal plug for use when not in service. "H108.10 Trailer sites. Each trailer site shall be provided with a house trap. Sewer laterals over 30 ft from the main park sanitary drainage sewer shall be properly vented and provided with a clean out brought to grade. "H108.11. Shortest possible drain connection required. To provide the shortest possible drain connection between the travel trailer outlet and drain inlet all drain inlets shall terminate with reference to the site location of the travel trailer. "H108.12 Drain connections. Drain connection shall slope continuously downward and form no traps. All pipe joints and connections shall be installed and maintained gas and water tight, "H108.13 Leaks prohibited. No sewage. waste water. or any other effluent shall be allowed to be deposited on the surface of the ground. "H108.14 Static water test. Upon completion and before covering the park sanitary drainage system shall be subjected to a static water test. The water test shall be applied to the drainage system either in its entirety or in sections. If applied to the entire system. all openings in the piping shall be tightly closed. except the highest openi g, and the system shall be filled with water to point of overflow. If the system is tested in sections. each opening shall be tightly plugged except the highest opening of the section under test. and each section shall be filled with water. but no section shall be tested with less than a 10 ft head of water. In testing successive sections at least the upper 10 ft of the next preceding section shall be tested. so that no joint or pipe in the system shall have been submitted to a test of less than a 10 ft head of water. The water shall be kept in the system. or in the portion under test. for at least 15 minutes before inspection starts: the system shall then be tight at all points. "H109 WATER DISTRIBUTION SYSTEM "H109.1 General. Every travel trailer site shall be provided with an individual branch service line delivering safe. pure. and potable water. The outlet of the branch service line shall terminate on the left side of the site of the travel trailer. "H109.2 Minimum size. Water service lines to each trailer site shall be sized to provide a minimum of 8 gm at the point of connection with the trailer distribution system. "H109.3 Backflow and service shutoff. R70327AC.133 25 "H109.3.1 A back pressure backflow preventer or reduced pressure principle backflow preventer shall be installed on the branch service line to each independent trailer at. or near. the trailer service connection. Backflow preventive devices shall be of an approved tvoe certified by a recoanized testing agency as to compliance and performance outlined herein. Valves shall be designed and maintained to close drip tight at a reduced pressure of not less than 1 nor more than 5 psi. Valves must be identified with the manufacturer's name and model number. "H109.3.2 A separate service shutoff valve shall be installed in each branch service line on the supply of the backflow protective device. "H109.4 Service connection. The service connection shall be not less than '%-inch diameter: no rigid pipe may be used. Flexible metalsubing is permitted. Fittings at either end shall be of a quick disconnect type not reauiring any special tools or knowledge to install or remove. "H110 TRAVEL TRAILER CONNECTIONS "11110.1 Responsibility When it is evident that there exists or may exist. a violation of these rules. the owner. operator. lessee. person in charge of the park. or any other person causing a violation shall cause it to be corrected immediately or disconnect the service connection and travel trailer drain connection from the respective park branch service line and sewer lateral. "H110.2 Drain connections. Travel trailer drain connections shall be of approved semi-rigid or flexible reinforced hose having smooth interior surfaces of not less than 3 in inside diameter. Drain connections shall be equipped with a standard quick disconnect screw or clamp type fitting. not less in size than the outlet. Drain connections shall be gas-tight and no longer than necessary to make the connection between the travel trailer outlet and the trap inlet on the site. "H111 MAINTENANCE "H111.1 General. All devices or safeguards required by this Appendix shall be maintained in good working order. The owner. operator. or lessee of the travel trailer park or his designated agent shall be responsible for their maintenance." am. Appendix I, Manufactured Homes and Manufactured Home Parks, is added to read as follows: "APPENDIX I "MANUFACTURED HOMES AND MANUFACTURED HOME PARKS R70327AC.133 26 1101 PURPOSE. APPLICATION AND SCOPE "1101.1 General. The requirements set forth in this Appendix shall apply specifically to all new manufactured home parks. and to additions to existing parks as herein defined. and are toprovide minimum standards for sanitation and plumbing installation within these parks. for the accommodation. use and parking of manufactured home. Plumbing installations in manufactured homes shall be installed in accordance with ANSI A119.2 Part II. "1102 DEFINITIONS "1102.1 Definitions. Definitions contained in Chapter 2 of the Standard Plumbing Code and in Section H102 of Appendix H shall also apply to Appendix I. except where the following special definitions shall apply: "MANUFACTURED HOME - a vehicular. portable structure built on a chassis and designed to be used as a dwelling without a permanent foundation when connected to indicated utilities per ANSI A119.2. "1103 GENERAL REGULATIONS "1103.1 General. The general provisions of the Standard Plumbing Code shall govern the installation of plumbing systems in manufactured home parks. except where special conditions or construction are specifically defined in this Appendix. 1103.2 Requirements for manufactured homes. Manufactured homes shall not hereafter be parked in any manufactured home park unless plumbing and sanitation facilities have been installed and maintainedin conformity with these regulations Every manufactured home shall provide a gas and watertight connection for sew-ge disposal which shall be connected to an underraround sewage collection system discharging into a public or a private disposal system. "1104 PLANS AND SPECIFICATIONS "1104.1 Required plans and specifications. Thenwner or operator of every manufactured home park or the plumbing contractor employed by him before providing areas of space for the use and accommodation of independent manufactured hpmes shall make application for a permit and file two sets of plans and specifications with the Plumbing Official. The plans and specifications shall be in detail as follows: "1. A scaled plot plan of the park, indicating the spaces_ area or portion of the part( for the parking of independent manufactured homes. "2. Size. location and specification of park sanitary drainage system. R70327AC.133 27 "3. Size. location and specification of water supply lines. "4. Size. location and layout of service building. See 1110. "5. Size. location. specification and layout of the fire protection system. "6. A scaled layout of typical manufactured home sites. "7. Applications shall bear the approval of the local enforcement agencies as to compliance with city or county plumbing. zoning and health ordinances. "8 Plumbing required by this Appendix shall comply with all city or county plumbing and health ordinances and regulations. "9 The issuance of a permit shall not constitute approval of any violation of this Appendix or of any city or county ordinance or regulation. "10. An approved set of plans and a copy of the permit shall be kept on the park premises until the final inspection has been made. "1105 MATERIALS "1105.1 General. Unless otherwise provided for in this Appendix. all piping fixtures or devices used in the installation of drainage and water supply systems for manufactured home parks or parts thereof. shall conform to the auality and weights of materials by the Standard Plymbing Code. "1106 GENERAL REGULATIONS "1106.1 General. Unless otherwise provided for in this Appendix. all plumbing fixtures. piping. drains, appurtenances and appliances designed and used in a park sanitary drainage and water supply system and service connections shall be installed in conformance with the Standard Plumbing Code. "1107 PARK SEWAGE SYSTEM "1107.1 Minimum System "1107.1.1 The main sewer and sewer IateraLs shall be installed in a separate trench not less than 5 ft from the park water service or distribution system. See 1205.3 of the Standard Plumbing Code. "1107 1.2 The minimum size of pipe in any manufactured home park sanitary drainage system shall be 4 inches. R70327AC.133 28 ' 107.1.3Each manufactured home shall be considered as 15 fixture units in determini g discharge reauirements in the desien of park sanitary drainage and sewage disposal systems. "1107.1.4 Minimum grade for sewers shall be so designed that the flow will have a mean velocity of 2 ft Der second when the oioe is flowing half full. "1107.2 Discharge. The discharge of a park sewage system shall be connected to a City's sanitary sewer. Where the sanitary sewer is notavailable. an individual sewage disposal system shall beinstalled. of a type that is acceptable and approved by the Plumbing Officiator other law enforcement agency having jurisdiction over this regulation. "J107.3 Manholes and Cleanouts. Manholes and cleanouts shall be provided as required in Chapter 7 of the Standard Plumbing Code. Manholes and cleanouts shall be accessible and brought to grade. "1107.4 Inlets. Sewer inlets shall be 4 -inch diameter and extend above grade 3 to 6 inches. Each inlet shall be provided with a gas-tight seal when connected to a manufactured home and have a gas-tight seal plug for use when not in service. "1107.5 Unit Site Requirements "1107.5.1 Each manufactured home site shall be provided with a house trap. Sewer laterals over 30 ft from the main park sanitary drainage sewer shall be properly vented and provided with a clean out brought to grade. "1107.5.2 To provide theshortestpossible drain connection between the manufactured home outlet and drain inlet. and drain inlets shall terminate in the rear one-third of the manufactured home as placed on the site. "1107.5.3 Drain connections shall slope continuously downward and form no traps. All pipe joints and connections shall be installed and maintained gas and water -tight. "1107.5.4 No sewage. waste water. or any other effluent shall be allowed to de deposited on the surface of the ground 1107.6 Testing The System. Upon completion and before covering. the park sanitary drainage system shall be subjected to a static water test. and inspected by the plumbing inspection department. The water test_shall be applied to the drainage system either in its entirety or in sections. If applied to the entire system. all openings in the Dieing shall be tightly closed. except the highest opening. and the system shall be filled with water to point of overflow. If the system is tested in sections. each opening shall be tightly plunged except the highest opening ofthe section under test. and each R70327AC.133 29 section shall be filled with water. but no section shalLbe tested with less than a 10 ft head of water. In testing successive sections. at least the upper 10 ft of the next preceding section shall be tested so that no joint or pipe in the system shall have been submitted to a test of less than a 10 ft head of water. The water shall be kept in the system. or in the portion under test. for at least 15 minutes before inspection starts: the system shall then be tight at all points. "1108 WATER SUPPLY SYSTEM "1108.1 Individual branch service line required. Every manufactured home site shall be provided with an individual branch service line delivering safe. Pure. andpotable water. The outlet of the branch service line shall terminate on the left side of the site of the manufactured home. "1108.2 Minimum water service line size. Water service lines to each manufactured home site shall be sized to provide minimum of 17 apm at the point of connection with the manufactured home distribution system. The minimum size of branch service line to each site shall be 3/4 inch. "1108.3 Back pressure backflow preventer. A back pressure backflow preventer or reduced pressure principle backflow preventer shall in installed on the branch service line to each independent manufactured home at. or near. the manufactured home service connection. Backflow preventive devices shall be of an approved type certified by a recognized testing agency as to compliance and performance outlined herein. Valves shall be designed and maintaind to close drip tight at a reduce pressure of not less than 1 nor more than 5 psi. Valves shall be identified with the manufacturer's name and model number. "1108.4 Separate service shutoff valve. A separate service shutoff valve shall be installed in each branch line on the supply side of the backflow protective device. "1108.5 Size of service connection. The service connection shall not be less than '/c- inch diameter no rigid piptmay be used. Flexible metal tubing is not permitted. Fittings at either end shall be of a quick disconnect type not requiring any special tools or knowledge to install or remove. "1108,6 Minimum size of water supply system. The water supply system shall be designed to provideaminimum of 150 gallons per day for each manufactured home plus such additional volume as may be required for fire protection of the park. service buildings and other community facilities. "1109 MANUFACTURED HOME CONNECTIONS "1109.1 Correction required. When it is evident that there exists. or may exist. a violation of these rules. the owner. operator, lessee. person in charge of the park. or R70327AC.133 1 30 any other person causing a violation shall cause to be corrected immediately or disconnect the service connections and manufactured home drain connection from the respective park branch service line and sewer lateral. "J109.2 Required drain connections. Manufactured home drain connections shall be of approved semi-rigid pipe having smooth interior surfaces of not less than 3 -inch inside diameter. Drain connections shall be equipped with a standard quick disconnect screw. clamp type fitting. or solvent welder. notiess in size than the outlet. Drain connections shall be gas-tight and no longer than necessary to make the connection between the manufactured home outlet and the inlet on the site. "1110 SERVICE BUILDINGS "J110.1 Required service building Each manufactured home park shall have at least one service building to provide necessary sanitation and laundry facilities. Those parks serving independent travel trailers need provide only minimum facilities. However. a service building with adequate laundry facilities and storage locker rooms is most desirable. "1110.2 Construction of service building. The service building shall be of permanent construction with an interior finish of moisture resistant material which will stand frequent washing and cleaning and the building shall be well lighted and ventilated at all time. "1110.3 Minimum fixtures in service building. The service buildings of independent manufactured home parks only shall have a minimum of one laundry trap. one water closet. one lavatory. one shower or bathtub for women and one water closet. one lavatory and one shower or bathtub for men. "1110.4 Hot and cold water. Hot and cold water shall be provided for all fixtures except water closets. The slop -water closet shall beprovided with hot and cold water faucets over the bowl in addition to the flushing mechanism. "1110.5 Water closets. Each water closet. slop -water closet. tub and shower. shall be in separate compartments. with self-closing doors on all water closet compartments. The shower stall shall be a minimum of 3 ft x 3 ft in area. with a dressing compartment with a stool or bench for women. "1110.6 Laundry. The laundry trays and washing machines shall be contained in a room separate from the toilet rooms. "1110.7 Minimum floor drain. A minimum 3 -inch floor drain shall be installed in each toilet room and laundry room. R70327AC.133 31 "1111 MAINTENANCE 1111.1 General. All devices or safeguards required by this Appendix shall be maintained in good working order. The owner. operator. or lessee of the manufactured home park or his designated agent shall be responsible for their. maintenance." SECTION 2. If for any reason any section, paragraph, subdivision, clause, phrase, word or provision of this ordinance shall be held invalid or unconstitutional by final judgment of a court of competent jurisdiction, it shall not affect any other section, paragraph, subdivision, clause, phrase, word or provision of this ordinance, for it is the definite intent of this City Council that every section, paragraph, subdivision, clause, phrase, word or provision hereof be given full force and effect for its purpose. SECTION 3. A violation of this ordinance or requirements implemented hereunder shall constitute an offense, punishable as provided in Section 13-1 of the City Code of Ordinances. SECTION 4. Publication shall be made in the official publication of the City of Corpus Christi as required by the City Charter of the City of Corpus Christi. SECTION 5. This ordinance goes into effect on July 5, 1999, and shall apply to all installations under permits issued on or after that date. R70327AC.133 That the foregoing ordinance was read for the first time and passed to its second reading on this the \W day of ` \ , 1999, by the following vote: Samuel L. Neal, Jr. Javier D. Colmenero Melody Cooper Henry Garrett Dr. Arnold Gonzales That e f regoing ordin the a of Samuel L. Neal, Jr. Javier D. Colmenero Melody Cooper Henry Garrett Dr. Arnold Gonzales �dY�_ PASSED AND APPROVED, this the 9J day of ATTEST: ex A. Kinnison Betty Jean Longoria John Longoria Mark Scott ce was read for the second time and passed finally on this 1999 by the following vote: Rex A. Kinnison Betty Jean Longoria John Longoria Mark Scott Armando Chapa City Secretary APPROVED: /.31' day of James R. Bray, Jr., City Attorney By: R. J R> ing As sta City Attor -y R70327AC.133 32 , 1999. «<.1.14% ft muel L. Neal, Jr Mayor, The City of , 1999: 023651 us Christi State of Texas County of Nueces } } PUBLISHER'S AFFIDAVIT CITY OF CORPUS CHRISTI ss: Ad # 2885683 PO # Before me, the undersigned, a Notary Public, this day personally came Darrell G. Coleman, who being first duly sworn, according to law, says that he is Vice - President and Chief Financial Officer of the Corpus Christi Caller -Times, a daily newspaper published at Corpus Christi in said City and State, generally circulated in Aransas, Bee, Brooks, Duval, Jim Hogg, Jim Wells, Karnes, Kenedy, Kleberg, Live Oak, Nueces, Refugio, San Patricio, Victoria and Webb Counties, and that the publication of, NOTICE OF PASSAGE OF ORDINANCE NO. which the annexed is a true copy, was inserted in the Corpus Christi Caller - Times and on the World Wide Web on the Caller -Times Interactive on the 31ST day(s) of MAY, 1999. TWO (2 ) Time(s) $44.05 NOTICE OF PASSAGE OF ORDINANCE NO. 023651 Revising Section 13-6, Plumbing Code, of the City Code of Ordinances, by incorporation of the SBCCI Standard Plumbing Code, 1997 Edition,, providing for penalties, and an effective date of July 5, 1999. This ordinance was passed and approved by the City Council of the City of Corpus Christi on May 25, 1999. /s/Armando Chapa City Secretary City of Oorpus Christ May 31,: 1999/C13 dry.. oaaO� Vice -President and Chief Financial Officer Subscribed and sworn to me on the date of JUNE 01, 1999. Notary Public, Nueces County, Texas CONNIE HARALSON Print or Type Name of Notary Public My commission expires on 5/14/01.