DENVER PUBLIC SCHOOLS DESIGN AND CONSTRUCTION STANDARDS This Standard is for guidance only. SECTION PLUMBING SPECIALTIES
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1 PART 0 DESIGN STANDARDS 0.01 GENERAL DESIGN GUIDELINES A. Roof drains 1. Coordinate location and depth of drains to assure adequate pitch of the drainage area to drain. 2. Overflow system shall be piped independently of the roof drain system. 3. Roof and overflow drainf to be installed in the same sump. 4. Size drains in accordance with ASPE Data Book, Volume 1, Fundamentals of Plumbing Design, Chapter 2, Storm Drainage Systems. 5. Consider storm drainage design criteria to avoid flooding and related water damage. 6. Design roof drains for ease of maintenance. 7. Coordinate the possible requirement for sanitary sewer drains on roofs, such as may be required for rooftop chillers and cooling towers, etc. 8. Also refer to Division 2 standards and Section B. Floor Drains 1. Provide floor drains in custodial, shower, toilet rooms, mechanical rooms and fan rooms and other areas as required, such as near reduced-pressure backflow preventers. 2. Floor sinks are required for indirect drains and are preferred in mechanical rooms. 3. Provide trap primers on all floor drains. C. Downspouts 1. Minimum downspout size 4" 2. Terminate with downspout nozzle at roof line. Do not terminate overflow downspouts low on the wall. D. Cleanouts 1. Design cleanout locations and access for minimum disturbance of occupant functions and building systems operation during cleanout servicing. 2. Provide cleanouts above urinals (56" AFF) and lavatory gangs (42" AFF or at least above flood level of lavatory). If wall is partially covered with tile, the cleanout shall be within the tile field or above it, not partially in each. 3. Provide cleanouts 6" above highest trap on that floor on the main vent of each group of fixtures and in vent stacks for isolated fixtures on each floor. 4. Provide full size cleanouts at base of each stack, maximum 50 foot intervals on horizontal runs, and at end of each horizontal run. 5. Provide cleanout plugs line-size up to 3", and 4" for line sizes 4" through 6". 6. Provide wall cleanouts where piping is concealed in walls or non-accessible chases, 42" AFF. 7. Where cast iron pipe is used, specify cleanouts with cast iron bodies and threaded "ABS" or "Delrin" plugs. 8. Design cleanout locations for easy access for rodding. 9. Provide identification on cleanout cover on pipe. 10. Provide 2-way cleanouts on all building sewers within 5-0 of building. E. Hose Bibbs 1. Provide hose bibbs with vacuum breakers in the following locations a) Each equipment room Page 1 of 6
2 b) Kitchen areas equipped with floor drainage systems c) Near cooling towers and condensers d) In public and student toilet rooms (provide locking cover recessed hose bibb) 2. Maximum spacing shall accommodate 50 of hose to any point within the drainage area, measured around obstructions and equipment. 3. Provide freeze proof hose bibs in exterior areas and unheated interior areas. F. Water Shock Arresters 1. Give careful attention to the prevention of water hammer in the design of water distribution systems. 2. Provide shock arresters in accordance with Plumbing Drainage Institute (PDI) Standard WH Require mounting as close to the line or quick-closing valve as possible. Remote mounting or excessive (over 6") nipple mounting will not be acceptable. 4. Provide full size ball valve and union from pipe to shock arrester. 5. Provide 12" by 12" minimum access panel centered on each shock arrester that is otherwise inaccessible. G. Reduced-Pressure Backflow Preventers 1. Provide backflow preventers in each water supply to mechanical equipment and systems and to other equipment and water systems that may be sources of contamination. 2. Locate backflow preventers in same room as connected equipment or system. 3. Provide drains for backflow preventers with atmospheric-vent drain connection with air-gap fitting, fixed air-gap fitting, or equivalent positive pipe separation of at least two pipe diameters in drain piping and pipe to floor drain. Locate air-gap device attached to or under backflow preventer. Simple air breaks are not acceptable for this application. 4. Do not install bypass piping around backflow preventers. 5. Refer to other Division 15 standards for additional requirements. H. Water Pressure Regulation 1. Average main pressure shall be determined by the A/E. The A/E shall acquire current water flow and pressure data from Denver Water and provide the necessary analysis to ensure that adequate pressure is supplied to the building for proper operation of plumbing fixtures. Refer to standards in Division 2 for additional requirements. 2. Use self-contained pressure regulating valves with stainless steel seat ring. 3. Valves shall have bronze bodies for 200 psi working pressure. 4. Use two valves, one to have capacity each for 70 percent of total load and one valve with capacity of 00 percent. 5. Reduced pressure for 30 percent valve shall be 68 psi, one of the 70 percent valves set at 64 psi. 6. Provide full-size wye-pattern strainer on inlet side of valve assembly. If strainer is used, install bypass for service. 7. Install pressure gages, complete with ball valves. 8. Gauge range 0 psi to 200 psi. 9. Gauges shall be on house side and on service side of each reducing valve inside of each shut-off valve for each PRV. 10. Entire PRV station shall have one full-size bypass with ball or butterfly valve Page 2 of 6
3 I. Temperature and Pressure Relief Valves: Provide relief valves on water heaters and pressure vessels per ASME Standard. J. Trap Primers: Provide trap primers where traps in floor drains may dry out and allow sewer gas to escape into building spaces, toilet rooms, and mechanical rooms. Water supply lines should not be insulated. Tail piece style trap primers and mechanical style trap seals are not allowed. K. Under-lavatory scald protection: Require pre-molded insulation covers for drains and water supplies to ADA-accessible lavatories. L. Stop-valves: Refer to standard Section Valves. M. Emergency Showers 1. Installation shall meet ANSI Z Provide tempered water to emergency showers. 3. Provide curb on floor to contain the ponding of water from the emergency shower. a) Comply with ICC/ANSI N. Water Meters 1. Specify contact-closure output. 2. Small domestic water meters 3. These meters are used for makeup and drain lines for irrigation only. 4. Hersey Measurement Co., Niagara Meter Line, MTX Series, Model 433, 1 percent accuracy, standard totalizer and calibrated contacts for remote monitoring 5. Water meter controls: Coordinate controls standards with the DPS Project Manager and the DPS Controls Application Engineer. PART 1 GENERAL 1.01 OPERATION AND MAINTENANCE DATA A. Include documentation of inspections and tests performed, including logs, curves, and certificates. B. Documentation shall note replacement of equipment or components that failed during testing. PART 2 PRODUCTS 2.01 MANUFACTURERS A. Floor drains, floor sinks, planter drains, deck drains, garage drains, trench drains, roof drains, downspout nozzles, storm drain expansion joints, cleanout fittings, sanitary vent terminal, and air gap fittings 1. Josam 2. J.R. Smith 3. Wade 4. Zurn (Kitchen Floor Sinks: Zurn Z-1751 Sani-Flor Receptor) B. Trench Drains (Heavy Duty Cast Iron Grate and Frame) 1. J-Mark Foundry 2. Maclear Manufacturing Co. 3. Neenah Foundry C. Sillcocks 1. Woodford D. Hose Bibbs Page 3 of 6
4 1. Finished rooms: Chicago Faucet 2. Unfinished & equipment rooms: Woodford E. Shock Arresters 1. Precision Plumbing Products Co. ("P.P.P.") F. Water Pressure Regulation Valve (Only) 1. Mueller 2. Watts G. Temperature and Pressure Relief Valves (Bronze or Brass) 1. Kunkle 2. Watts H. Trap Primers 1. Hersey 2. J. Water Meters 3. Precision Plumbing Products, Inc. ("P.P.P.") I. Water Meters 1. Hersey J. Under-lavatory scald protectors 1. Skal-Gard 2. Brocar Trap-Wrap 3. Truebro Lav-guard PART 3 EXECUTION 3.01 INSTALLATION A. Install pressure regulators with inlet and outlet shutoff valves and balance valve bypass. Install pressure gages on inlet and outlet. B. Install strainers on supply side of each control valve, pressure regulator, and solenoid valve. C. Install trap seal primer valves with outlet piping pitched down toward drain trap a minimum of 1 percent and connect to floor-drain body, trap, or inlet fitting. Adjust valve for proper flow. D. Install expansion joints on vertical risers, stacks, and conductors if indicated. E. Cleanouts in aboveground piping and building drain piping 1. Size same as drainage piping up to NPS 4. Use NPS 4 for larger drainage piping unless larger cleanout is indicated. 2. Locate at each change in direction of piping greater than 45 degrees. 3. Locate at minimum intervals of 50 feet for all piping. 4. Locate above the floor at the base of each vertical soil and waste stack. 5. Place two-way cleanouts (Texas Twin Cleanout) on all building sewers. F. For floor cleanouts for piping below floors, install cleanout deck plates with top flush with finished floor. G. Install cleanout wall access covers, of types indicated, with frame and cover flush with finished wall, for cleanouts located in concealed piping Page 4 of 6
5 H. Install flashing flange and clamping device with each stack and cleanout passing through floors with waterproof membrane. I. Install vent flashing sleeves on stacks passing through roof. Secure over stack flashing J. Install frost-proof vent caps on each vent pipe passing through roof. Maintain 1-inch clearance between vent pipe and roof substrate. K. Install floor drains at low points of surface areas to be drained. Set grates of drains flush with finished floor. 1. Position floor drains for easy access and maintenance. 2. Set floor drains below elevation of surrounding finished floor to allow floor drainage. Set with grates depressed according to the following drainage area radii. 3. Radius, 30 or less: Equivalent to 1% slope, but not less than ¼ total depression 4. Install floor-drain flashing collar or flange so no leakage occurs between drain and adjoining flooring. Maintain integrity of waterproof membranes where penetrated. 5. Install individual traps for floor drains connected to sanitary building drain. L. Roof drain installation 1. Install roof-drain flashing collar or flange so no leakage occurs between drain and adjoining roofing. Maintain integrity of waterproof membranes where penetrated. 2. Position roof drains for easy access and maintenance. 3. Also refer to Division 7 standards. M. Interceptors, including trapping, venting, and flow-control fittings 1. Install with adequate clear space for servicing. 2. Above-Floor Installation: Set unit with bottom resting on floor. 3. Flush with Floor Installation: Set unit and extension, if required, with cover flush with finished floor. 4. Recessed Floor Installation: Set unit in receiver housing having bottom or cradle supports, with receiver housing cover flush with finished floor. 5. Install cleanout immediately downstream from interceptors not having integral cleanout on outlet. 6. Place two-way cleanouts (Texas Twin Cleanout) on all inteceptors (grease, oil, acid neutralization, ect.) inlet and outlet. N. Fasten wall-hanging plumbing specialties securely to supports attached to building floor. Floor mounted carriers are required for wall-mounted plumbing fixtures. O. Fasten recessed-type plumbing specialties to reinforcement built into walls. P. Valves 1. Install individual shutoff valve in each water supply to plumbing specialties. 2. Use ball valve if specific valve is not indicated. 3. Install shutoff valves in accessible locations. 4. Refer to Specification Section Valves for general-duty ball, butterfly, check, gate, and globe valves. Q. Install air vent at piping high points. Include ball or globe valve in inlet and drain piping from outlet to floor drain. R. Install traps on plumbing specialty drain outlets. Omit traps on indirect wastes unless trap is required. S. Install escutcheons at wall, floor, and ceiling penetrations in exposed finished locations and within cabinets and millwork. Use deep-pattern escutcheons if required to conceal protruding pipe fittings Page 5 of 6
6 END OF SECTION Page 6 of 6
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