ࡱ> ad`}_ Kbjbjzyzy Hp6b6bB; &&&&&:::8rDT:(  (222f" '''''''$ )+'&ff'&&224'< < < &2&2'< '< < (#t#2 \c^@#|''0(H#,,|,t##,&#< ''<(, B : SECTION 21 41 24 UNDERGROUND FIRE PROTECTION STORAGE tanks GENERAL RELATED DOCUMENTS Drawings and general provisions of the Contract, including General Conditions and Division01 Specification Sections, apply to this Section. SUMMARY Provide underground fire protection storage tank system including; water tank(s), fill valves, controls, level sensing apparatus, alarm systems, control panels and relays, pipe connections, tank coatings and all accessories for a complete, operable, approved system that is acceptable to the Owner and Code Authorities. The tank supplier shall be responsible for all required field installed wire and conduit related to the tank level control system and maintain a single source of responsibility. REFERENCE STANDARDS The latest published edition of a reference shall be applicable to this Project unless identified by a specific edition date. All reference amendments adopted prior to the effective date of this Contract shall be applicable to this Project. All materials, installation and workmanship shall comply with the applicable requirements and standards addressed within the following references: ANSI/AWWA D120 Thermosetting Fiberglass-Reinforced Plastic Tanks ASTM D883 Standard Terminology Related to Plastics ASME - Boiler and Pressure Vessel Code AWS - American Welding Society, Inc. AISC - American Institute of Steel Construction NFPA 20 Centrifugal Fire Pumps, Latest Edition NFPA 22 - Water Tanks for Private Fire Protection, Latest Edition OSHA Standard 1910.23 - Walking-Working Surfaces [ARCHITECT/ENGINEER TO REVISE OR DELETE PARAGRAPH 9 BASED ON THE CODE TO BE FOLLOWED FOR THE SPECIFIC PROJECT]. City of Houston Plumbing Code QUALITY ASSURANCE [ARCHITECT/ENGINEER TO REVISE OR DELETE PARAGRAPH A BASED ON THE CODE TO BE FOLLOWED FOR THE SPECIFIC PROJECT.] Systems installed within the City of Houston, Texas shall be in conformance with the current City of Houston Plumbing Code. Obtain and become familiar with requirements of Owner's insurance underwriter and incorporate all applicable provisions for compliance. Thoroughly and clearly document all project related communications with code and regulatory agents and expediently forward communication documentation to the MD Anderson Project Manager. Coordinate sizes and locations of concrete bases with actual equipment provided. All materials shall be new to assure against the possibility of contamination from previous usage. Manufacturers shall maintain a local service organization and spare parts available from local stock. Control panels shall be completely wired and tested prior to shipment. SUBMITTALS General: No Work shall be performed until the Shop Drawings, calculations and product data have been approved by MD Anderson Environmental Health &Safety (EH&S) Department. This will require early processing of all submittals. The Contractor is solely liable for any Work performed or material purchases made prior to this approval. Product Data: Include dimensioned fabrication Drawings of water tanks indicating all components and accessories. Include drawing of annunciator panel, giving information including panel elevation, nameplate text, component list, dimensions and wiring diagram. Identify field connections for power supply, field wiring and BAS interface points. Include a list of auxiliary points for BAS interface as described in the Contract Drawings. Include cut sheets for tank fill valves, level alarm switches, accessories, and alarms. Provide material specifications. Record Documents: Record actual locations of tank, valves, and pipe connections. Provide certification of Drawings by an Engineer, registered in the State of Texas, bearing seal and signature. Provide full written description of manufacturers warranty. Operation and Maintenance Data: Operation and Maintenance Data: Include components of system, servicing requirements, Record Drawings, inspection data, component installation instructions, exploded valve assembly views, wiring diagrams, tank coating cleaning recommendations, replacement part numbers and availability, preventive maintenance schedule, preventive maintenance recommendations and procedures, location and contact numbers of service depot. DELIVERY, STORAGE and HANDLING Accept tank and components on site in factory packing. Inspect for damage. Comply with manufacturers rigging and installation instructions. Protect tank and components from physical damage including effects of weather, water, and construction debris. Provide temporary inlet and outlet caps and maintain in place until installation. PRODUCTS GENERAL All materials shall meet or exceed all applicable referenced standards, federal, state and local requirements, and conform to codes and ordinances of authorities having jurisdiction. acceptable manufacturers Alternate manufacturers to those listed may be provided when approved by Owner in writing prior to submittal: Storage Tank - Containment Solutions Flowtite, Xerxes, Darco Inc., Geo-Systems USA Fire water Reserve tank system Water Storage Tank: Provide horizontal underground fire protection water storage tank system with capacities of usable water as indicated and detailed on the Contract Drawings. Fire water storage shall not be less than [____] gallons. Single wall fiberglass reinforced plastic construction. Tank must be vented in accordance with the Contract Drawings. Tank shall be capable of storing non-potable water at ambient temperatures. Loading conditions: External hydrostatic pressure: Buried in ground with 7 of over burden over the top of the tank, the hole fully flooded and a safety factor of 5:1 against general buckling. Surface Loads: When installed according to the manufacturers current installation instructions, tanks shall withstand surface HS-20 axle loads of 32,000 lbs/axle. Internal Load: Tanks shall be installed to withstand 5 psig air pressure test with 5:1 safety factor. The tank shall be manufactured as a matrix of premium resin, glass fibers and silane-treated silica that together result in a composite providing improved corrosion protection. Tank inner wall shall be fabricated against a mold to produce a non-air inhibited and high gloss laminate to provide fully cured inner surface without the need of wax coats, a low coefficient of friction and a natural resistance to the build-up of algae or other contamination on the surface. Wax and wax resin coatings cannot be used to achieve full surface cure on tank shells and endcaps. Refer to the Contract Drawings for details on capacity and dimensions of the underground tank. Tank fittings and accessories shall include the following and such other items as required for a complete, code compliant system and as indicated on the Contract Drawings. The tank shall be outfitted with a 22 diameter FRP manway as indicated at the location shown on the Contract Drawings. The manhole shall be provided with gaskets, bolts and covers. Over manway shall be a 42 diameter FRP tank sump with containment collar and 32 I.D. opening. Provide required extensions to grade with 36 ductile iron manhole frame and cover, designed for H-20 loading. A return bend vent pipe with an area not less than one half of the area of the overflow riser; vent opening and overflow riser covered with a metallic screen of not less than one hundred (100) mesh. FRP flanged tank outlet nozzle at bottom end of tank. Size of nozzle indicated on Contract drawings. FRP flanged tank inlet nozzle at top of tank. Size of nozzle indicated on Contract drawings. FRP flanged tank nozzle for level controls. Overflow sized as shown on the Contract Drawings. FRP flanged tank overflow nozzle at top of tank. Size of nozzle indicated on Contract drawings. Name of fabricator, date of fabrication and serial number of tank shall be permanently affixed to tank. Hold down straps and turnbuckle assemblies shall be supplied with tank and shall be of glass fiber reinforced plastic construction. All piping connections to the tank and wet pit shall be installed with flexible connections. Piping must be free to move independent of the tank. Vertical pump wet pit The vertical turbine fire pump, specified in specification section 21 31 13, will draw from a minimum 48 diameter fiberglass reinforced plastic vertical wet pit. The wet pit shall be furnished by the Fire Protection Storage Tank manufacturer. Fiberglass top flange shall be factory installed to accommodate Contractor supplied pump mounting plate. Fiberglass anti-flotation ring shall be factory installed. FRP nozzles shall be flat-faced, flanged and conform to ANSI B16.5, 150 lb. bolting patterns. Flexible connections shall be provided on all piping connections to the wet pit. Piping must be free to move independent of the tank and pump vault. Vertical Pump Vault (VPV) shall be installed according to the CSI supplemental installation instructions in effect at time of installation. Level CONTROLS Primary Sensor: Vented submersible level transmitter. Transmitter shall have type 316 stainless steel construction, 4-20 Ma output, UL Listed, NEMA 6P. Backup Sensor: Conductivity Probes of type 303 stainless steel construction. Tank Connection: 3 flanged schedule 80 PVC, loose ring style. Manufactured by Cougar Systems No. CCS420110303, or approved equal. TANK MONITORING PANEL Provide tank level control/monitoring panel with the following features: UL approved NEMA 4X enclosure with lockable latches approved for indoor or outdoor environments. Intrinsically safe circuits. 120 volt single phase power requirement. LED flashing alarm beacon on top of enclosure. Alarm buzzer. UL489 single pole main disconnect. Conductivity Critical High Level Relay. Front Panel Indicators shall include the following: Fill valve 3-way position selector switch, Open-Close-Auto, illuminated LED Solenoid operation. Critical High Level Alarm LED indicator. LED backlit digital touchscreen. Touchscreen HMI functions for the following: Lead Fill Valve Selector. Alarm Silence Button. High Level Alarm Indication. Low Level Alarm Indication. Continuous Level Readout in Gallons. Level Settings shall include the following: Level Sensor Span. Level Readout Offset. Level Display Refresh Rate. Alarm Reset Differential. Alarm On-Delay Timer in Seconds High Level Alarm Set Poin.t Low Level Alarm Set Point. Fill Valves Close. Fill Valves Open. Fill Valve Lead Open. Fill Valve Lag Open. Equipped with a Remote Monitoring Dry Contact for General Alarm. The General Alarm contact shall be normally closed to indicate a power failure or loss of system control. (2) Dry Contacts to Interface with BAS for the following: for High Level Alarm. Low Level Alarm One set of spare fuses. Control Panel manufactured by Cougar Controls Model CC21F2B1PLC-MOV or approved equal. [ARCHITECT/ENGINEER TO REVISE OR DELETE PARAGRAPH I BASED ON SPECIFIC PROJECT REQUIREMENTS.] Where two tanks or compartments for the same service are being monitored, provide a panel selector switch to avoid duplication or signals and to select control for the operating tank or compartment. Selector switch shall select tank or compartment to be monitored. AUTOMATIC Fill valves The automatic fill valves shall be electronic solenoid type sized and piped as indicated on Contract Drawings. Provide Cla-Val No. 136EG-03ABV (136EG-01ACV on 3 and smaller), or approved equal, self-contained electronic solenoid type, 120 volt single phase power requirement, normally closed, with in-line pilot strainer, with stainless steel trim, to be activated by the ultrasonic level transmitter. The storage tank shall be served by at least two fill valves. Valve operation shall be lead/lag with the lead fill valve automatically alternated after each fill cycle. Each valve shall be sized for the total required tank fill flow rate. pIPING Tank Fill and Fire Pump Test Drain lines shall be as specified for below ground fire water service piping in 21 10 13. Provide in-line Y-strainer directly upstream of each automatic fill valve. Interconnecting Wet Pit Channel: Provide Type 1 Schedule 40 PVC pipe with DWV pattern, fittings with solvent cement joints conforming to ASTM D2665. Connection to tank shall be flanged as located and shown on the Contract Drawings. Flexible Connections: Overflow and vent connections to the tank shall have flexible expansion joints compatible with PVC piping. EBAA Flex-Tend Flexible Expansion Joint or approved equal. Tank Overflow and Vent: Provide Type 1 Schedule 40 PVC pipe with DWV pattern, fittings with solvent cement joints conforming to ASTM D2665. Connection to tank shall be flanged as located and shown on the Contract Drawings. Flexible Connections: Overflow and vent connections to the tank shall have flexible expansion joints compatible with PVC piping. EBAA Flex-Tend Flexible Expansion Joint or approved equal. EXECUTION PREPARATION Verify that excavations are to required grade, dry and not over excavated. Excavate and backfill per tank manufacturers recommendations. Ream pipe and tube ends full bore. Remove burrs. Remove scale and dirt, on inside and outside, before assembly. Prepare piping connections to equipment with threaded unions. INSTALLATION Installation shall meet or exceed all applicable federal, state and local requirements, referenced standards and conform to codes and ordinances of authorities having jurisdiction. Installation shall be in accordance with manufacturers recommendations. Piping Installation: Use compatible sealant when assembling all threaded joints and fittings. Route piping in orderly manner and maintain gradient. Install piping to conserve building space and not interfere with use of space. Group piping whenever practical at common elevations. Install piping to allow for expansion and contraction without stressing pipe, joints, or connected equipment Provide clearance for access to valves and fittings. Provide access where valves and fittings are not exposed. Prepare pipe, fittings, supports and accessories not prefinished, ready for finish painting. Identify piping systems including underground piping. Install valves with stems upright or horizontal, not inverted. Protect piping systems from entry of foreign materials by temporary covers, completing sections of the work and isolating parts of completed system. Slope underground supply and vent piping back to storage tank. All underground metal hardware shall be stainless steel. Tank Installation: Clean and flush underground tanks prior to delivery to site. Seal until pipe connections are made Tank shall be installed and tested according to the CSI Installation Instructions in effect at time of installation. Contractor shall be trained by the tank manufacturer, state, or other approved agency. The installing contractor must complete the tank installation checklist (CSI Pub. No. INST 6001) provided with the tank and return the completed checklist to the tank owner upon completion of the installation. The signed checklist, and applicable written approvals from Containment Solutions, should be retained by the tank owner and must be provided later to CSI to validate any future warranty claim. Install underground tanks on concrete deadmen pad with mass equal to tank capacity and secure with hold down straps and turnbuckles. Refer to drawings for details and manufacturer recommendations. Provide as a minimum the number of hold down straps recommended by the tank manufacturer. Backfill underground tanks with material and procedures per manufacturer's instructions. Do not bed on timbers, beams or cradles. Install a 6 thick concrete pad where each manhole, fill port, sensor access manway, etc. extends to finished grade. The concrete pad shall be poured to shed water and shall extend a minimum of 2 above finished grade. The concrete pad shall be reinforced and extend a minimum of 8 all around manhole, access ports, fill ports, etc. ELECTRICAL COORDINATION All wiring between monitoring panels, pump control panels, sensors, probes, etc. shall be the responsibility of this Contractor and shall comply with Division 26 requirements. Division 26 is responsible for power connection to tank monitoring panel. Wiring to probes and sensors shall be shielded. Tank shall be grounded per NFPA 70. FUNCTIONAL testing Before witness testing and/or commissioning the system perform these steps to ensure the system is ready for final acceptance test as required: Ensure all devices are in place and operational. Ensure all controls are operational. Verify control sequences. Clean all strainers. Perform a complete system commissioning in accordance with the approved commissioning plan. Refer to specification section 01 91 00. DEMONSTRATION AND tRAINING Train Owners personnel on system layout, operational procedures and schedules related to start-up and shutdown, troubleshooting, servicing, and preventive maintenance as required by system equipment, Refer to specification section 01 79 00 for demonstration and training. 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