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2310 CAMINO VIDA ROBLE; ; FPC2016-0020; Permit
(pty of PERMIT REPORT Carlsbad Print Date: 05/11/2022 Permit No: FPC2016-0020 Job Address: 2310 CAMINO VIDA ROBLE, CARLSBAD, CA 92011-1561 Status: Closed - Finaled Permit Type: FIRE-Construction Commercial Work Class: Underground Fire Parcel #: Track #: Applied: 11/22/2016 Valuation: $0.00 Lot #: Issued: 01/17/2017 Occupancy Group: Project #: Finaled Close Out: 03/25/2021 #of Dwelling Units: Plan #: Bedrooms: Construction Type: Final Inspection: Bathrooms: Orig. Plan Check #: INSPECTOR: Wong, Cindy Plan Check #: Project Title: Description: UNDERGROUND (SM) - BACKFLOW REPLACEMENT FPContractor: COSCO FIRE PROTECTION INC 1O7SW LAMBERT RD BREA, CA 92821-2944 (858) 444-2000 FEE AMOUNT FIRE Underground Piping with up to 4 Hyds/Risers $733.00 Total Fees: $733.00 Total Payments To Date: $733.00 Balance Due: $0.00 Fire Department Page 1 of 1 1635 Faraday Avenue, Carlsbad CA 92008-7314 1 760-602-4665 1760-602-8561 f I www.carlsbadca.gov I. 96 I...... cosco 00 Fire Protection San Diego Branch Office 4990 Greencraig Lane San Diego, CA 92123 (858) 444-2000 fax: 444-2056 CA Lic.: C-16 #577621 www.coscofire.com MATERIAL SUBMITTAL Date: 11/2/16 2310 & 2320 CAMINO VIDA ROBLE BACKFLOW 23 10 & 2320 CAMINO VIDA ROBLE CARLSBAD, CA 92011 JOB # 1O.CA_92011 All material submitted, may be substituted by material of equal performance & design, & shall be deemed acceptable by purchaser. Submitted by: MARK K I. Los Angeles • San Francisco 0 Orange • Fresno • San Diego • Seattle 0 .4 ZURN WILKINS Model 375A0A Reduced Pressure Detector Assembly Application Designed for installation on water lines in fire protection sys- tems to protect against both backsiphonage and backpressure of contaminated water into the potable water supply. The Model 375ADA shall provide protection where a potential health hazard exists. Incorporates metered by-pass to detect leaks and unauthorized water use. Standards Compliance ASSE® Listed 1047 (2 1/2 - 8) CSA® Certified B64.4 (2-1/2 - 8) AWWA Compliant C550 UL® Classified C-UL® Classified FM® Approved Approved by the Foundation for Cross Connection Control and Hydraulic Research at the University of Southern California. NYC MEA 104-05-M NSF® Listed-Standard 61, Annex G* *(025% MAX. WEIGHTED AVERAGE LEAD CONTENT) By-Pass Backf low Assembly 3/4' Model 975XLD Materials Main valve body Ductile Iron ASTM A 536 Grade 4 Access covers Ductile Iron ASTM A 536 Grade 4 Coatings FDA Approved fusion epoxy finish Internals Stainless steel, 300 Series NORYLTM, NSF Listed Fasteners & Springs Stainless Steel, 300 Series Elastomers EPDM (FDA approved) Buna Nitrile (FDA approved) Polymers NORYLTM, NSF Listed Sensing line Stainless steel, braided hose Features Sizes: 2 1I2", 3* 4", 6", 8", 10" Maximum working water pressure 175 PSI Miyimiim wrrkinn wtr famnarnh iro 1z1n° Options (with OS&Y gates) (Suffixes can be combined) - with OS & Y gate valves (standard) L - less shut-off valves (grooved body con- nections) LM - less water meter - with remote reading meter - with gallon meter (standard) - with cu ft/min meter G - with groove end gate valves FG - with flanged inlet gate connection and grooved outlet gate connection 11 MS - with Integral Relief Valve Monitor Switch L BG - with grooved end butterfly valves with integral supervisory switches E] BF - with flanged end butterfly valves with integral supervisory switches F1 P1 - with Post Indicator Gate Valve Accessories Air gap (Model AG) of L Repair kit (rubber only) J Thermal expansion tank (Model XT) LI OS & Y Gate valve tamper switch (OSY-40) LI QT-SET Quick Test Fitting Set 31.5 104 a- 500 101.0 = 104 Flow Characteristics 0 Rated Flow (established by approval agencies) MODEL 375ADA 2.1/2" -3" (STANDARD AND METRIC) 0 6.3 12.6 FLOW RATES (Ifs) 18.9 25.2 0 15 10 Lu to 0 iR a- 0 100 200 FLOW RATES (GPM) 300 400 MODEL 375ADA4" & 6" (STANDARD & METRIC) FLOW RATES (Ifs) 0.0 25.2 50.5 75.7 69 Lu 35 Co 0) A Ui 0 400 800 1200 1600 0. FLOW RATES (GPM) MODEL 375ADA 8" & 10" (STANDARD & METRIC) FLOW RATES (Ifs) 0.0 63.1 126.2 189.3 252.4 -. Fêfr Fn 0. 1000 2000 3000 FLOW RATES (GPM) a. 4000 0 Typical Installation Local codes shall govern installation requirements. To be installed in accordance with the manufacturer's instruc- tions and the latest edition of the Uniform Plumbing Code. Unless otherwise specified, the assembly shall be mounted at a minimum of 12' (305mm) and a maximum of 30' (762mm) above adequate drains with sufficient side clearance for testing and maintenance. The installation shall be made so that no part of the unit can be submerged. Capacity thru Schedule 40 Pipe (GPM Pipe size 5 ft/sec 7.5 ft/sec 10 ft/sec 15 ft/sec 21/2" 75 112 149 224 115 173 230 346 198 298 397 595 6" 450 675 900 1351 8" 780 1169 1559 2339 10" 1229 1843 2458 3687 12" 1763 2644 3525 5288 OCOECOWN OF FLOW O) OUTDOOR INSTALLATION (MODEL 375ADA with BG option) INDOOR INSTALLATION (MODEL 375ADA with G option) Specifications The Reduced Pressure Detector Backflow Prevention Assembly shall be ASSE® Listed 1047, and supplied with full port OS & V gate valves. The main body and access cover shall be epoxy coated ductile iron (ASTM A 536 Grade 4), the seat ring and check valve shall be NORYL TM, the stem shall be stainless steel (ASTM A 276) and the seat disc elastomers shall be EPDM. The checks and the relief valve shall be accessible for maintenance without removing the device from the line. The Reduced Pressure Detector Backflow Prevention Assembly shall be a WILKINS Model 375ADA. Zum Industries, LLC I Wilkins 1747 Commerce Way, Paso Robles, CA U.S.A. 93446 Ph. 855-663-9876, Fax 805-238-5766 In Canada I Zurn Industries Limited 3544 Nashua Drive, Mississauga, Ontario L4V 1L2 Ph. 905-405-8272, Fax 905-405-1292 www.zurn.com Page 2 of 2 OSYSU-19 -2 (E)POTTER OUTSIDE SCREW AND YOKE VALVE• The Symbol of Protection SUPERVISORY SWITCH OSYSU-1 Stock No. 1010106 OSYSU-2 Stock No. 1010206 UL and CSFM Listed, FM Approved, NYMEA Accepted, CE Marked Dimensions: 6.19"L X 2.25"W X 5.88"H 15,7cm L X 5,7cm W X 14,6cm H Weight: 2 lbs. (0,9 kg.) Enclosure: Cover - Die-Cast Finish- Red Spatter Enamel Base - Die Cast Zinc All parts have corrosion resistant finishes. Cover Tamper: Tamper resistant screws, Optional cover tamper kit available. Contact Ratings: OSYSU-1: One set of SPDT (Form C) OSYSU-2: Two sets of SPDT (Form C) 15.00 Amps at 125/250VAC 2.50 Amps at 30VDC resistive Environmental Limitations: NEMA 4 and NEMA 6P Enclosure (IP67) when used with appropriate watertight conduit fittings. Indoor or Outdoor use (Not for use in hazardous locations. See bulletin no. 5400705 OSYS-U-EX for hazardous locations.) Temperature Range: -40°F to 140°F (-40°C to 60°C) 0 Conduit Entrances: 2 knockouts for 1/2' conduit provided Service Use: Automatic Sprinkler NFPA-13 One or two family dwelling NFPA- 13D Residential occupancy up to four stories NFPA- 13R National Fire Alarm Code NFPA-72 GENERAL INFORMATION The OSYSU is used to monitor the open position of an OS & Y (outside screw and yoke) type gate valve. This device is available in two models; the OSYSU-1, containing one set of SPDT (Form C) contacts and the OSYSU-2, containing two sets of SPDT (Form C) contacts. These switches mount conveniently to most OS & Y valves ranging in size from 2" to 12" (50mm to 300mm). They will mount on some valves as small as 1/2" (12,5mm). The cover is held in place by two tamper resistant screws that require a special tool to remove. The tool is furnished with each device and should be left with the building owner or responsible party. Replacement or additional cover screws and hex keys are available. See ordering information on page 4. OPTIONAL COVER TAMPER SWITCH A field installable cover tamper switch is available as an option which may be used to indicate removal of the cover. See ordering information on page 4. TESTING The OSYSU and its associated protective monitoring system should be inspected and tested in accordance with applicable NFPA codes and standards andlorthe authority havingjurisdiction (manufacturer recommends quarterly or more frequently). Potter Electric Signal Company • 2081 Craig Road, St. Louis, MO, 63146-4161 • Phone: 800-325-3936/Canada 888-882-1833 www.pottersignal.com 0 PRINTED IN USA MKT. #8820004 - REV P PAGE 1 OF 4 12/0 . ® PQTFER. OSYSU-19 -2 OUTSIDE SCREW AND YOKE VALVE 11W OIIILJUI UI rfUWUUUII SUPERVISORY SWITCH FIG. 1 SMALL VALVE INSTALLATION - 1/2" THRU 2 1/2" (12,5mm THRU 63,5mm) SIZES THESE SWITCHES MOUNT CONVENIENTLY TO MOST 2" TO 12" OS & Y VALVES. THEY WILL MOUNT ON SOME VALVES AS SMALL AS 1/2" (12,5MM). J-HOOKS MAY BE REQUIRED ON VALVES WITH LIMITED CLEARANCE. 1.1 CLAMP BAR CARRIAGE BC SLOTTED MOUNTING HOLES MAY BE USED FOR FINE ADJUSTMENT OF SWITCH ON BRACKET BRACKET DWG. #979-3 SMALL VALVE INSTALLATION Remove and discard "C" washer and roller from the trip rod. With the valve in the FULL OPEN position, locate the OSYSU across the valve yoke as far as possible from the valve gland, so that the trip rod lays against the non-threaded portion of the valve stem. Loosen the locking screw that holds the trip rod in place and adjust the rod length (see Fig. 4). When adjusted properly, the rod should extend past the valve screw, but not so far that it contacts the clamp bar. Tighten the locking screw to hold the trip rod in place. NOTE: If trip rod length is excessive, loosen the locking screw and remove the trip rod from the trip lever. Using pliers, break off the 1' (25mm) long notched section (see Fig. 5). Reinstall trip rod and repeat Step 3 procedure. Mount the OSYSU loosely with the carriage bolts and clamp bar supplied. On valves with limited clearance use i-hooks supplied instead of the carriage bolts and clamp bar to mount the OSYSU Mark the valve stem at the center of the trip rod. Remove the OSYSU. File a 1/8" (3,2mm) deep groove centered on the mark on the valve stem utilizing a 3/16' (4,8mm) round, non-tapered file. Round and smooth the edges of the groove to prevent damage to the valve packing and to allow the trip rod to move easily in and out of the groove as the valve is operated. Mount the OSYSU with the trip rod centered in groove. Final adjustment is made by loosening 2 screws (see Fig. 1) and sliding the OSYSU on the bracket. Adjustment is correct when switches are not activated with the trip rod seated in the valve stem groove and that the switches activate when the trip rod moves out of the groove. Tighten the adjustment screws and all mounting hardware. Check to insure that the rod moves out of the groove easily and that the switches activate within one turn when the valve is operated from the FULL OPEN towards the CLOSED position. NOTE: CLOSE THE VALVE FULLY TO DETERMINE THAT THE STEM THREADS DO NOT ACTIVATE THE SWITCH. THE SWITCH BEING ACTIVATED BY THE STEM THREADS COULD RESULT IN A FALSE VALVE OPEN INDICATION. PRINTED IN USA MKT. #8820004 - REV P PAGE 2 OF 4 12/0! (E)POTTER The Symbol of Protection OSYSU-19 -2 OUTSIDE SCREW AND YOKE VALVE• SUPERVISORY SWITCH FIG. 2 LARGE VALVE INSTALLATION - 3" THRU 12" (76mm THRU 300mm) SIZES 3" THRU 12" (76mm THRU 300mm) VALVES BRACKET USE CARRIAGE BOLTS. BOLTS MOUNT ON INSIDE OF YOKE, IF THERE CLAMP BAR IS SUFFICIENT CLEARANCE. CARRIAGE BOLTS SLOTTED MOUNTING (2 REQUIRED) HOLES, MAY BE USED ROLLER FOR FINE ADJUSTMENT GROOVE OF SWITCH ON BRACKET. YOKE VALVE STEM &L~ —TRIP ROD DWG. #979-4 GLAND LARGE VALVE INSTALLATION With the valve in the FULL OPEN position, locate the OSYSU across the valve yoke as far as possible from the valve gland, so that the trip rod lays against the non-threaded portion of the valve stem. Mount the OSYSU loosely with the carriage bolts and clamp bar supplied. Loosen the locking screw that holds the trip rod in place and adjust the rod length (see Fig. 4). When adjusted properly, the rod should extend past the valve screw, but not so far that it contacts the clamp bar. Tighten the locking screw to hold the trip rod in place. NOTE: If trip rod length is excessive, loosen the locking screw and remove the trip rod from the trip lever. Using pliers, break off the one 1" (25mm) long notched section (see Fig. 5). Reinstall trip rod and repeat Step 3 procedure. Mark the valve stem at the center of the trip rod. Remove the OSYSU. File a 1/8' (3,2mm) deep groove centered on the mark of the valve stem utilizing a 3/8" (9,5mm) round, non-tapered file. Round and smooth the edges of the groove to prevent damage to the valve packing and to allow the trip rod to move easily in and out of the groove as the valve is operated. Mount the OSYSU loosely with the trip rod centered in groove. Final adjustment is made by loosening 2 screws (see Fig. 2) and sliding the OSYSU on the bracket. Adjustment is correct when switches are not activated with the trip rod seated in the valve stem groove and that the switches activate within one turn when the valve is operated from the FULL OPEN towards the CLOSED position. Tighten the adjustment screws and mounting hardware. Check to insure that the rod moves out of the groove easily and that the switches activate within one turn when the valve is operated from the FULL OPEN towards the CLOSED position. NOTE: CLOSE THE VALVE FULLY TO DETERMINE THAT THE STEM THREADS DO NOT ACTIVATE THE SWITCH. THE SWITCH BEING ACTIVATED BY THE STEM THREADS COULD RESULT IN A FALSE VALVE OPEN INDICATION. PRINTED IN USA MKT. #8820004 - REV P PAGE 3 OF 4 12/01 ORDERING INFORMATION MODEL DESCRIPTION STOCK NO. OSYSU-1 Outside Screw & Yoke-Supervisory Switch (Single switch) 1010106 OSYSU-2 Outside Screw & Yoke-Supervisory Switch (Double switch) 1010206 -- Cover Screw 5490344 -- Hex Key for Cover Screws and Installation Adjustments 5250062 -- Optional Cover Tamper Switch Kit 0090131 For pressure reducer type valve installation kits (if required) contact valve manufacturer. A OPEN VALVE POSITION COM. SW #1 COM._ SW #2 CLOSED VALVE POSITION COM SW #1 SW #2 r- DWG. #979-2 () OSYSU-19 -2 POTTER OUTSIDE SCREW AND YOKE VALVE The Symbol of Protection SUPERVISORY SWITCH FIG. 3 DIMENSIONS FIG. 4 PARTS I—I tRM ROO SWITCH TERMINAL CONNECTIONS CLAMPING PLATE TERMINAL 10GOO pi~ .. 0923-3 CAUTION: An uninsulated section of a single conductor should not be looped around the terminal and serve as two separate connections. The wire must be severed, thereby providing supervision of the connection in the event that the wire becomes dislodged from under the terminal. TYPICAL ELECTRICAL CONNECTIONS LOCAL CIRCUIT N.C. INDICATING TO POWER FOR CO'T1N.C. DEVICE INDICATING DEVICE TO SUPERVISORY CIRCUIT END OF OF CONTROL PANEL CO' LINE N.C. c RESISTOR I DWG. #979-1 Contacts shown in normal (valve open) condition. TYPICAL SWITCH ACTION BREAKING EXCESSIVE ROD LENGTH FIG. 5 PRINTED EN USA MKT. #8820004 - REV P PAGE 4 OF 4 12/01 (1 V I 2010 EDITIION I I -I/,- TYTON JOINT® Pipe 411-6411 DUCTILE IRON (~i I FOR WATER & WASTEWATER, FIRE PROTECTION & INDUSTRIAL APPLICATIONS co LU CD Co TYTON JOINTO . Pipe 2010 EDITION P2 Table of Contents TYTON JOINT Pipe 3 Assembly 4 Alternate Methods of Assembly 5 Field Cut Pipe Pipe Diameters 8 Bell Dimensions 9 Pressure Class 10 Thicknesses, Dimensions and Weight 11 Thickness Class Thicknesses, Dimensions and Weight 13 Maximum Deflection - Full Length Pipe 17 ' Products for Water, Wastewater, and Fire Protection 15 U.S. PIPE AND FOUNDRY CO. TYTON JOINT Pipe BRO-003 REVISED 6.10 w CL cc; cc Co TYTON JOINT® Pipe I I 2010 EDITION p3 II TYTON JOINT Pipe TYTON JOINT is U.S. Pipe's trademark for pipe with a push-on type connection. Simplicity, sturdiness and water-tightness of the system are built into the system by design. Convincing proof of its worldwide acceptance is shown by the fact that more than 95% of the pipe now sold by U.S. Pipe is TYTON JOINT Pipe. TYTON JOINT Pipe is available in sizes 4" through 64". Sizes 4" through 42" are available in nominal 18-foot laying lengths. 6" through 24" sizes along with sizes 48' through 64' are available in nominal 20-foot laying lengths. TYTON JOINT Pipe in sizes 4" through 36' are UL Listed and sizes 4" through 16" are FM Approved. When TYTON JOINT Pipe are used for bridge crossings or other above-ground installations, each length of pipe must be supported in a manner to restrict both vertical and horizontal movement. TYTON® Gasket is the only accessory required when installing TYTON JOINT Pipe. It is a circular rubber gasket which has a modified bulb shape in cross section. Gaskets are furnished in accordance with ANSI/AWWA C111/A21.1. Composition and dimensions of the gasket have been carefully engineered to ensure a water-tight and lasting seal. The standard TYTON Gasket is manufactured of SBR - styrene butadiene rubber. Gaskets of special elastomers may be ordered for special applications. The gasket contour and bell socket contour ensure that the gasket will remain seated during proper assembly of the pipe. When joint restraint is required for push-on joint pipe, two options are available from U.S. Pipe. For joint restraint of 4" through 24', FIELD LOK 350® Gaskets may be used and for joint restraint for 30' and 36, FIELD LOr Gaskets may be used. FIELD LOK 350 Gaskets are rated for 350 psi in sizes 4" through 24". In addition, for 4" through 64" sizes, TR FLEX® Pipe and Fittings may be used. TR FLEX Pipe and Fittings are rated for working pressures for 350 psi in 4" through 24' sizes, 250 psi in sizes 30" through 48", and 200 psi in sizes 54" through 64". For higher pressure applications contact your U.S. Pipe representative. Complete details on both FIELD LOK 350 Gaskets and TR FLEX Pipe and Fittings can be found on our website, www.uspipe.com. NOTE: U.S. Pipe qualifies for Federal Procurement under Public Law No. 94-580, Section 6002, known as the Resource Recovery Act of 1976, since, due to modern technology, recycled iron and steel scrap is used to a large degree in our Ductile iron Pipe production. I The plain end of the pipe is furnished beveled or with a quarter ellipse on the edge to allow assem- bly. More than 40 years of successful experience have proved its sealing capabilities. Hydrostatic tests have shown that the system will withstand pressures far in excess of rated pressures. TYTON', TYTON JOINT, TR FLEX®and FIELD LOK 350® are Registered Trademarks of U.S. Pipe and Foundry Company, LLC. ANSI/AWWA Cl 51/A21.5, Ductile-Iron Pipe, Centrifugally Cast for Water. Ductile Iron TYTON JOINT Pipe is centrifugally cast in metal molds in accordance with ANSI! AW'INA C151/A21.5. The asphaltic outside coating is in accordance with ANSI/AWWA C151/A21.51. As specified in ANSI/AWWA C151/A21 51 pipe weights have been calculated using standard barrel weights and weights of bells being produced. ANSI/AWWA C104/A21.4, Cement-Mortar Lining For Ductile-Iron Pipe and Fittings For Water. The cement-mortar lining and inside coating are in accordance with ANSI/AVllIfA C104! P21.4 Special linings and/or coatings can be furnished for specific conditions. ANSI/AWWA C1 i/A21 .11, Rubber-Gasket Joints for Ductile-Iron Pressure Pipe and Fittings. TYTON® Gaskets are furnished in accordance with ANSI/AWWA C111/A21.11. ANSI/AWWA C105/111211.5, Polyethylene Encasement for Ductile Iron Pipe Systems. If specifiers and users believe that corrosive soils will be encountered where our products are to be installed, please refer to ANSI/AWWA C105!A21.5, for proper external protection procedures. ASTM A146-03 'Standard specification for Ductile Iron Gravity Sewer Pipe." ASTM A716-08 Standard Specification for Ductile Iron Culvert Pipe." ASTM A536 "Standard Specification for Ductile Iron Castings." U.S. PIPE AND FOUNDRY CO. TYTON JOINT Pipe BRO-003 REVISED 6.10 NOTE: When using FIELD LU/f 3500 Gaskets or pipe with special linings, assemble the joint until the inside edge of the first painted stripe (or the assembly mark) is flush with the bell face. CAUTION: The inside of the socket, the gasket, and the plain end to be inserted must be kept clean through-out the assembly. Joints are only as water-tight as they are clean. If the joint is somewhat difficult to assemble, inspect for proper gasket positioning, adequate lubrication, and foreign matter in the joint. REVISED 6.10 F7 F-1 TYTON JOINT® Pipe I 2010 EDITION p4 0 fl Assembly Figure 1. Insertion of Gasket All foreign matter in the socket must be removed, i.e., mud, sand, cinders, gravel, pebbles, trash, frozen material, etc. The gasket seat should be thoroughly inspected to be certain it is clean. Foreign matter in the gasket seat may cause a leak. The gasket must be wiped clean with a clean cloth, flexed, and then placed into the socket with the rounded bulb end entering first. Looping the gasket in the initial insertion will facilitate seating the gasket heel evenly around the retainer seat. 4" through 12" sizes require only one loop. For larger sizes, additional loops may be required: 14" through 36', two to three loops; 42" through 54", four to six loops; 60' and 64', six or more loops. When installing TYTON JOINT Pipe in sub-freezing weather, the gaskets, prior to their use must be kept at a temperature of at least 40°F by suitable means such as storing in a heated area or keeping them immersed in a tank of warm water. If the gaskets are kept in warm water, they should be dried before placing in the pipe socket. Figure 2. Application of Lubricant A thin film of TYTON JOINT® Lubricant should be applied to the inside surface of the gasket, which will come in contact with the plain end of the pipe. Spray-on lubricants should not be used as it may not provide sufficient lubricity. The plain end of the pipe must be cleaned of all foreign matter on the outside from the end to the stripes. Frozen materials may cling to the pipe in cold weather and must be removed. A thin film of lubricant is applied to the outside of the plain end for about 3" back from the end. Do not allow the plain end to touch the ground or trench side after lubricating since foreign matter may adhere to the plain end and cause a leak. Figure 3. Initial Entry of Plain End in Socket The plain end of the pipe should be aligned and carefully entered into the socket until it just makes contact with the gasket. This is the starting position for the final assembly of the joint. Note the two painted stripes on the plain end. Figure 4. Completely Assembled Joint Joint assembly should be completed by forcing the plain end of the entering pipe past the gasket (which is thereby compressed) until the plain end makes contact with the bottom of the socket. Note that the first painted stripe will have disappeared into the socket and the front edge of the second stripe will be approximately flush with the bell face. Joint deflection may be achieved after the pipe is fully inserted. If assembly is not accomplished with the application of reasonable force by the methods indicated, the plain end of the pipe should be removed to check for the proper positioning of the gasket, adequate lubrication, and removal of foreign matter in the joint. A feeler gage may be inserted between the bell and the plain end of the assembled joint to verify the position of the gasket. When the gage encounters the gasket, increased resistance will be felt. Note the depth of insertion of the gage. Continue probing around the periphery of the joint, noting the depth to resistance each time. If the depth of insertion is uniform, the gasket has remained in place. If, at any point, the depth of insertion increases significantly, this indicates a dislodged gasket. The joint should be disassembled, thoroughly cleaned with water, and examined for any condition that might have caused the gasket to become dislodged before attempting to reassemble the joint. U.S. PIPE AND FOUNDRY CO. TYTON JOINT Pipe BRO-003 TYTON JOINT® Pipe I l 2010 EDITION p5 Alternate Methods of Assembly - Procedures outlined in figures 1-3 on page 3, showing the assembly of TYTON JOINT Pipe, should be followed before proceeding with the methods shown below. Backhoe Method of Assembly A backhoe may be used to assemble pipe of intermediate and larger sizes. The plain end of the pipe should be carefully guided by hand into the bell of the previously assembled pipe. The bucket of the backhoe may then be used to carefully push the pipe until fully seated. A timber header should be used between the pipe and the backhoe bucket to avoid damage to the pipe. Caution: Avoid "slamming the pipe home to prevent damage to lining material inside the bell at the back of the socket. Crowbar Method of Assembly Smaller sizes of pipe may be assembled using a crowbar as a lever and pushing against the face of the bell. 0 Come-along Method of Assembly Installers may prefer to use come-alongs to assemble pipe of all sizes. Two (2) 3/4 ton chain hoists, 24 feet of chain and two (2) bell choker slings for 4-24" sizes or two (2) 1-1/2 ton (minimum) chain hoists for 30-64" sizes. U.S. PIPE AND FOUNDRY CO. TYTON JOINT Pipe BRO-003 REVISED 6.10 TYTON JOINT ® Pipe 2010 EDITION P6 gig S IaJ CD Co fl fl Alternate Methods of Assembly (cont.) The most common field method of assembling larger diameter TYTON JOINT Pipe is to use a backhoe to push against the face of the bell end of the pipe to be assembled. Occasionally, there are installations where a backhoe cannot be located in line with the pipe and it is, therefore, difficult to develop enough axial force to assemble the pipe. In such cases, it may be possible to use the method described below to assemble the pipe from the side of the trench. With this method, the weight of the pipe is used to provide the axial force required for assembly. In general, a choker chain or cable is hooked around the bell of the previously laid pipe. The spigot end of the pipe to be assembled is first inserted as far as possible into the bell end of the previously laid pipe. The end of the choker is then hooked into the bell end of the pipe to be laid. One such rigging is made from a long cable with a choker on one end and a chain grab hook on the other end with a sliding choker hook between the two other hooks A second section of the rig- ging is a shorter chain with a wide throat hoisting hook on one end. The cable is first "choked" around the bell of the previously laid pipe using the fixed choker hook. The chain is hooked into the bell end of the pipe to be laid. The cable is hooked to the chain with the grab hook. The connected length of the rigging can thus be adjusted with the connection between the cable grab hook and the chain. The pipe assembly is made by lifting up on the sliding choker hook. U.S. PIPE AND FOUNDRY CO. TYTON JOINT Pipe BRO-003 A few rules of thumb: Angle A' should be no greater than 15 degrees. Angle B should be from 45 to 60 degrees. The sliding choker hook should be located from 2 to 8 feet from the bell of the previously laid pipe. Trial assembly may be made to get a "feel" for the correct amount of slack to be left in the rigging and the proper location of the sliding choker hook. a" QAb Had clo ,Lg rodb cóe Mo ___ 11t NoN A 11 P,etoeAueo4,d ri Place A few precautions: The smaller the angle (A), the larger will be the assembly force and the tension in the rigging. The assembly force and the tension will generally range from 2 to 10 times the weight of the pipe being assembled. These forces are at a maxi- mum when the assembly is bottomed out and lift is still being applied to the rigging. To minimize the loads on the rigging, it is recommended that the assembly be made slowly and the assembly stopped as soon as the joint is bottomed out. The rigging should be properly designed to accommodate the diameter, length, and weight of the pipe on the job and the loads previously described. NOTE: This method should not be employed when installing FIELD LOK 350 Gaskets since alignment of the joint cannot be assured. For the proper installation practice, refer to U.S. Pipe Brochure FIELD LOK 350 Gasket Joint Restraint for 4-24" Ductile Iron Pipe for Water, Wastewater Fire Protection and Industrial Applications. REVISED 6.10 TYTON JOINT® Pipe I 2010 EDITION Field Cut Pipe When pipe are cut in the field, the cut end may be readily conditioned so that it can be used to make up the next joint. The outside of the cut end should be beveled with a portable grinder about 1/4 - inch at an angle of about 30 degrees. This operation removes any sharp, rough edges which otherwise might damage the gasket. When Ductile Iron pipe 14' and larger is to be cut in the field, the material should be ordered as "GAUGED FULL LENGTH." A Full Length Gauged Pipe is E pipe whose barrel outside diameter is within the spigot diameter dimensional specifications as determined by diameter tape measurements over the pipe's length to within approximately two feet of the bell chime. Pipe that is "gauged full length" is specially marked to avoid confusion. ANSI/A.WIA C151 Standard for Ductile Iron pipe requires factory gauging of the spigot end. Accordingly, pipe selected for field cut- ting should also be field gauged in the location of the cut and ensured to be within the tolerances shown in the table on page 8. In the field a mechanical joint gland can be used as a gauging device. NOTE: When necessary, pipe may be rounded in accordance with U.S. Pipe's Brochure, Recommended Methods For Rounding The Cut Ends Of Out-Of- Round 14"And Larger Diameter Ductile Iron Pipe. REVISED 6.10 U.S. PIPE AND FOUNDRY CO. TYTON JOINT Pipe BRO-003 LI LI TYTON JOINT ® Pipe 2010 EDITION P8 Pipe Diameters Suitable Pipe Diameters for Field Cuts and Restrained Joint Field Fabrication. NOMINAL PIPE SIZE PIPE DIAMETER ER PIPE Inche Inc es MINIMUM MAXIMUM MINIMUM MAXIMUM 4 4.74 4.86 14-29/32 15-9/32 6 6.84 6.96 21-1/2 21-7/8 8 8.99 9.11 28-1/4 28-5/8 10 11.04 -- 11.16 34-11/16 35-1/16 12 13.14 13.26 ----~ 41-9/32 41-21/32 14 15.22 15.35 47-13/16 48-7/32 16 17.32 17.45 54-13/32 54-13/16 - - --------i------------------------- 18 ,-- 19.42 19.55 -.---------------i----------.------ 61 ---- 61-13/32 -- 20 -.-- 21.52 ------ 21.65 ----- 1 67-19/32 ---------- 68 24 25.72 25.85 80-13/16 --------------- 81-7/32 30 31.94 32.08 100-11/32 -- 100-25/32 - 36 38.24 .-------__________ 38.38 -- ------ 120-1/8 120-9/16 42 ------ 44.44 44.58 139-5/8 140-1/16 48 50.74 50.88 159-13/32 159-27/32 - - --- --- 54 . 57.46 57.60 180-17/32 ---- 180-31/32 60 61.51 61.65 193-1/4 193-11/16 64 65.57 65.71 206 206-7/16 Above table based on ANSI/A 14'WA C151/A21.51 guidelines for push-on joints. S U.S. PIPE AND FOUNDRY CO. TYTON JOINT Pipe BRO-003 REVISED 6.10 LII LII LII LII TYTON JOINT ® Pipe I 2010 EDITION Bell Dimensions I 1~ B ri 4-24 NOTE: Actual bell configuration may va,y from illustration shown. I BA A B C SIZE PIPE OUTER DIAMETER BELL OUTER DIAMETER SOCKET DEPTH Inches Inches Inches Inches 4 4.80 6.52 3.15 6 6.90 8.66 3.38 8 9.05 10.82 3.69 10 - - - - 11.10 - - ,- 12.91 - -t 3.75 12 13.20 --- 15.05 3.75 14 15.30 17.67 5.00 - --- -- - - -- - - - - --- -4- 16 17.40 19.79 5.00 - - 18 19.50 21.91 5.00 20 21.60 - - - 24.03 - - 5.50 24 25.80 - 28.21 - 5.95 - 30 32.00 - I 35.40 -- 6.55 36 - 38.30 - - -- 41.84 - 7.00 - - - 42 44.50 . -. 49.36 -- 7.90 48 - 50.80 - 55.94 - 8.60 54 - 57.56 - 63.38 - 9.40 - 60 61.61 67.38 - 10.10 64 65.67 71.56 1 10.65 *Subject to manufacturing tolerances. Dimensions in inches. U.S. PIPE AND FOUNDRY CO. TYTON JOINT Pipe BRO-003 REVISED 6.10 TYTON JOINT ® Pipe I 2010 EDITION P 10 Pressure Class Nominal Thickness for Standard Pressure Classes of Ductile Iron Pipe SIZE TOLERANCES Inches Inches H PRESSURE CLAW Inches 150 200 250 300 350 3 3.96 - . - - - I 0.25** 0.05 1 ---1 4 4.80 - - - - 0.25** 0.05 6 6.90 - - - - I 0.25** 0.05 8 9.05 - - - - 0.25** . 0.05 10 1110 -- 0.06 12 13.20 - - - - 0.28 0.06 14 15.30 -. ---.-. - -- ______ - 0.28 0.30 ____ 0.31 -- 0.07 16 17.40 - ---- - 0.30 0.32 0.34 0.07 18 . 19.50 - - 0.31 0.34 0.36 0.07 20 21.60 - - 0.33 0.36 0.38 0.07 24 25.80 - 0.33 I 0.37 0.40 0.43 0.07 30 32.00 0.34 0.38 0.42 . 0.45 0.49 0.07 p_- 36 38.30 0.38 I 0.42 0.47 0.51 0.56 0.07 42 44.50 . 0.41 0.47 0.52 0.57 0.63 0.07 48 50.80 0.46 0.52 0.58 0.64 0.70 0.08 I--- 54 57.56 0.51 0.58 0.65 0.72 . 0.79 0.09 60 61.61 0.54 0.61 0.68 0.76 0.83 0.09 64 65.67 0.56 0.64 0.72 0.80 0.87 0.09 NOTE: Per ANSI/AWWA C150/A21.50 the thicknesses in above table include the 0.08" service allowance and the casting tolerance by size ranges. Dimensions and weights of Special Classes (Thickness Classes) are found on pages 13, 14, 15 and 16. * Pressure Classes are defined as the rated water pressure of the pipe in psi. The thicknesses shown are adequate for the rated water working pressure plus a surge allowance of 100 psi. Calculations are based on a minimum yield strength of 42,000 and a 2.0 safety factor times the sum of the working pressure and 100 psi surge allowance. ** Calculated thickness for these sizes and pressure ratings are less than those shown above. Presently these are the lowest nominal thicknesses available in these sizes. U.S. PIPE AND FOUNDRY CO. TYTON JOINT Pipe BRO-003 REVISED 6.10 TYTON JOINT ® Pipe I I 2010 EDITION P11 II Pressure Class - Thickness, Dimensions and Weight I J 18-FOOT LAYING LENGTH 20FOOT LAYING LENGTH PRESSURE OUTSIDE WEIGHT PER AVG. WEIGHT WEIGHT PER AVG. WEIGHT SIZE CLASS THICKNESS DIAMETER* LENGTHt PER F0OTtt LENGTHt PER F0OTtt Inches psi Inches Inches Pounds Pounds Pounds Pounds - 4 350 0.25 - 4.80 205 10.9 1 - - ____ 6 350 0.25 -------------------------_________________ 6.90 305 16.0 1 335 16.0 -----_______________ 8 350 0.25 9.05 --- 400 21.1 ------ 445 21.1 I'- -------- ------.-------------..-- --.-------.-, -... _______________ 10 350 0.26 11.10 515 27.1 570 27.1 12 -t 350 0.28 ------------------___ 13.20 660 ___ 34.8 730 ___ 34.8 14 250 250 0.28 ---------1 15.30 I ---------- 780 40.4 865 40.4 14 300 0.30 15.30 920 43.3 1010 43.3 14 350 0.31 15.30 - 860 44.7 945 44.7 16 250 00 - - 17.40 950 49.3 1050 49.3 -- - 16 300 0.32 17.40 1 1010 - : 52.5 - 1115 - 52.5 1 6 350 ----------------------. 0.34 --- -------------- 17.40 J-------- 1065 - i------------k- 58 - ---- 1175 55.8 - - - - 18 250 - 0.31 19.50 1095 57.2 i 1210 57.2 -- ------ -------- .--- --- --- -------------- b---- -- - - - 18 300 i 0.34 19.50 1195 62.6 1 1320 62.6 - 18 350 --------s --- -- 0.36 ------ - ------------i - 19.50 1260 ------------- I 66.2 1390 ________ 66.2 20 250 0.33 21.60 1285 67.5 1420 67.5 20 300 ' 0.36 k-- ----- ---_- 21.60 1395 --- 73.5 I 1540 .- ____-- 57.2 - 4 -- - -- 20 350 - 0.38 21.60 1 1465 77.5 1620 73.5 24 200 0.33 25.80 1550 -------p--- 80.8 1710 . 77.5 - -- _______---- --- --- --- -- ------- -- ______ 24 250 , 0.37 25.80 1725 90.5 1905 80.8 24 300 -----------.- 0.40 ------ ----.- 25.80 I -- 1855 -------- -- 97.7 2050 90.5 24 ---- 350 ---- 0.43 --- --____ 25.80 . 1985 -----______ 104.9 2195 97.9 30 150 0.34 32.00 2005 103.5 - - 30 200 0.38 32.00 2220 115.5 - - - 30 250 0.42 32.00 2595 127.5 - - 30 300 0.45 32.00 2810 136.5 - ____________________________ - --- - - - __________________________ 30 - -..,I 350 - - ----- 0.49 - - 32.00 2685 148.4 - - 36 150 0.38 38.30 i 2945 I- 138.5 - - 36 200 0.42 38.30 2940 152.9 - - 36 -250 0.47 - 38.30 3265 I 170.9 - 36 300 . 0.51 38.30 3525 185.3 - - 36 350 0.56 38.30 -3845 203.2 - - NOTE: Thicknesses and dimensions of 4" through 64" Ductile Iron pipe conform to ANSI/AWWA C151/A21.51. 4/eights may vary from the standard because of differences in bell weights. *Tolerance of O.D. of spigot end: 4-12 in., ±0.06 in.; 14-24 in., ~0.05 in., -0.08 in.; 30-48 in., ~0.08 in., -0.06 in.; 54-64 in., ~0.04 in., -0.10 in. 0 t Including bell; calculated weight of pipe rounded off to nearest 5 lbs. ft Including bell; average weight, per foot, based on calculated weight of pipe before rounding. Table continued on next page. U.S. PIPE AND FOUNDRY CO. IYTON JOINT Pipe BRO-003 REVISED 6.10 LIE LIE TYTON JOINT ® Pipe 2010 EDITION P12 Pressure Class - Thicknesses, Dimensions and Weight (cont.) i8-FOOT LAYING LENGTH _J20;0OTiAYING LENGTH J PRESSURE OUTSIDE WEIGHT PER AVG. WEIGHT WEIGHT PER AVG. WEIGHT SIZE CLASS THICKNESS DIAMETER* LENGTH? PER FOOT?? LENGTH? PER FOOT?? Inches psi Inches Inches Pounds Pounds Pounds Pounds 42 150 0.41 44.50 3505 173.8 - 42 200 0.47 44.50 3960 198.9 42 250 0.52 I 44.50 4335 219.9 - - 42 -------- 300 0.57 44.50 4710 240.7 - 42 350 0.63 --- 44.50 5160 265.7 -[ - - 48 150 0.46 50.80 - - 4950 222.6 - 48 200 0.52 --------------1 50.80 - - ---- -------------------t-- -----------------t---- . - - -4--- 5525 4----------------- - 251.3 ______ 48 250 -----t---- ---i--- 0.58 50.80 - - 6095 - 280.0 48 300 I- ----- --- - -------i------ -- 0.64 -- ----------- 50.80 - - - - -- ------- 6670 308.6 48 350 0.70 50.80 --J - 7240 --- - 337.1 54 150 0.51 57.56 1 - - I 6430 279.7 54 200 0.58 57.56 1 - - 7190 317.7 54 250 I I 0.65 --------------•----------4 57.56 - 7945 355.6 54 300 0.72 57.56 - I 8700 393.4 54 350 0.79 57.56 . - - 9455 431.1 60 150 - 0.54 61.61 - - 7305 -.----------- -----------------___________________ 317.0 ----_I 60 200 --------------- ----- 0.61 61.61 _______._.____ ----------' - ------- - 8120 357.7 60 250 ___________________------------ 0.68 61.61 - ------------- - -- 8935 398.3 60 300 0.76 61.61 - --------------- - 9860 444.6 -----------________________________i 60 350 0.83 61.61 - I---------------------- - 10665 ______ 485.0 64 150 -- 0.56 ---------------j 65.67 - )------------i - 8100 f--- ----- 350.5 ____________ 64 200 0.64 - - 65.67 - .-.----- ----± - 9090 400.1 64 -----.- 250 -- ------------ 0.72 65.67 - - ----------------- - ---------- --- 10080 449.6 64 300 --- - _______ - ------------ _- 0.80 - 65.67 - - - ------ - ____ 11065 _________ 498.9 64 350 -------- 0.87 ---- 65.67 1 - - - --f ---------- . 11925 542.0 NOTE: Thicknesses and dimensions of 4" through 64" Ductile Iron pipe conform to ANSI/AWWA C151/A21.51 Weights may vary from the standard because of differences in bell weights. *Tolerance of O.D. of spigot end: 4-12 in., ±0.06 in.; 14-24 in., +0.05 in., -0.08 in.; 30-48 in., +0.08 in., -0.06 in.; 54-64 in., +0.04 in., -0.10 in. t Including bell; calculated weight of pipe rounded off to nearest 5 lbs. tt Including bell; average weight, per foot, based on calculated weight of pipe before rounding. U.S. PIPE AND FOUNDRY CO. TYTON JOINT Pipe BRO-003 REVISED 6.10 0 TYTON JOINT ® Pipe I I 2010 EDITION P13 II Thickness Class - Thicknesses, Dimensions and Weight 18-FOOT LAYING LENGTH -20-FOOT LAYING LENGTH OUTSIDE AVG. WEIGHT WEIGHT AVG. WEIGHT WEIGHT SIZE THICKNESS THICKNESS DIAMETER* LENGTHt PER FOOTtt LENGTHt PER F0OTtt Inches CLASS Inches Inches Pounds Pounds Pounds Pounds 4 51 0.26 4.80 215 11.3 - - 4 52 0.29 4.80 235 12.6 - - 4 53 0.32 4.80 260 13.8 - - 4 54 0.35 4.80 280 15.0 4 55 0.38 4.80 300 16.1 - - 4 56 0.41 4.80 320 17.3 - 6 50 0.25 6.90 305 160 335 160 I- 6 t ----- _I 51 --------- --. 0.28 -1 6.90 (--- 335 -----.--- 17.8 - 370 17.8 6 6 I I 52 53 0.31 -------- 0.34 6.90 1 6.90 370 400 19.6 ' 21.4 410 445 19.6 21.4 6 6 54 55 0.37 040 ------------------------______________ 6.90 690 435 465 23.2 I 1 250 -- 480 - 515 23.2 250 6 56 0.43 6.90 495 - 26.7 - - I 550 26.7 8 50 -- 0.27 9.05 430 22.8 -- 475 22.8 8 51 0.30 t - 9.05 475 25.2 1 525 25.2 8 52 I 0.33 .-----.-- .. 9.05 . 520 - 27.7 575 27.7 I -----1 8 53 0.36 9.05 560 30.1 . 620 30.1 8 54 039 905 605 325 670 325 8 - 55 0.42 9.05 650 34.8 720 - 34.8 I f----------- - ------- 8 56 0.45 9.05 690 37.2 765 37.2 t ---------- --- ------ --- - ---- 10 - 50 0.29 ------ - ------- 11.10 570 30.1 630 - 30.1 - --- --_____ 10 I- 51 0.32 11.10 - - 625 33.2 690 33.2 I- 10 52 ---_____ ---i--- 0.35 11.10 .-------•-------------- --------I I 680 - -'--------------------------------------4 36.2 750 -*-- ----- 36.2 - 10 _______ 53 0.38 11.10 730 39.2 810 39.2 --------, -----1 - ____ 10 54 0.41 11.10 785 42.1 870 42.1 - --------------.----t ..... 10 55 0.44 11.10 840 45.1 930 45.1 -------••---i. -,- ---------1 - _______ 10 56 0.47 11.10 890 48.0 990 48.0 NOTE: Thicknesses and dimensions of 4" through 64" Ductile Iron pipe conform to ANSI/A fri/WA C151/A21.51 Weights may vary from the standard because of differences in bell weights. *Tolerance of O.D. of spigot end: 4-12 in., ±0.06 in.; 14-24 in., +0.05 in., -0.08 in.; 30-48 in., +0.08 in., -0.06 in.; 54-64 in., +0.04 in., -0.10 in. t Including bell; calculated weight of pipe rounded off to nearest 5 lbs. t Including bell; average weight, per foot, based on calculated weight of pipe before rounding. Table continued on next page. U.S. PIPE AND FOUNDRY CO. TYTON JOINT Pipe BRO-003 REVISED 6.10 P F--] F--] F--] TYTON JOINT ® Pipe j I 2010 EDITION P14 EEO Thickness Class - Thicknesses, Dimensions and Weight (cont.) 18-FOOT LAYING LENGTH OUTSIDE AVG WEIGHT WEIGHT AVG.WEIGHT WEIGHT SIZE THICKNESS THICKNESS DIAMETER* I LENGTH? PER FOOT?? LENGTHt PER FOOT?? Inches CLASS Inches Inches Pounds Pounds Pounds Pounds I i2 50 0.31 13.20 725 3&4 800 38.4 12 51 0.34 13.20 790 42.0 1 875 42.0 12 52 0.37 13.20 1 855 45.6 ' 945 45.6 12 53 0.40 13.20 I 1- 920 1 - 49.2 1015 49.2 12 54 043 1320 1 985 528 1090 1 528 12 55 046 1320 1045 563 1160 563 12 56 I 049 1320 1110 599 - 1 1230 599 14 50 . 0.33 15.30 910 47.5 . 1005 47.5 ____517 36 10 985 _t109O - 14 52 039 1530 1060 559 1170 559 14 53 042 1530 I 11 0T*125 601 14 54 -4 045 1530 - 1210 642 - 1340 642 14 55 0.48 15.30 1285 68.4 1420 68.4 14 56 0.51 15.30 1360 72.5 1505 72.5 16 50 034 1740 1065 558 1175 588 16 51 037 1740 1150 606 1275 606 I-16 52 0.40 17n 1O4fl LI. U USI 't 1SI70 4 16 53 I 0.43 17.40 1325 70.1 1465 70.1 16 54 I 0.46 17.40 1410 74.9 1560 74.9 16 55 0.49 17.40 1 1495 79.7 1655 79.7 16 56 0.52 17.40 1580 84.4 1750 84.4 18 50 0.35 ....-----.- 19.50 -----* 1225 64.4 1355 64.4 18 51 _*____----- 0.38 19.50 1325 __.*•_*___._•_______..____--..-------.,-.-- 69.8 1465 69.8 18 52 0.41 19.50 I 1420 75.2 1570 75.5 18 -- 53 0.44 19.50 ..__________..•____.*__4 1520 - 80.6 _.___*_*___•_ ---- 1680 80.6 18 54 0.47 *....*••*.* ----.__-__•_--------__--------._ 19.50 ------------..__-•-____--•-•..--_-------.---- 1615 86.0 _4_•__,•_•_•---- 1785 86.0 ------- 18 -------------- 55 ---------- -------------------- 0.50 - -----------+----------------- 19.50 1710 91.3 1895 91.3 ------- 18 .----.--*---•-----.•.-4 56 . 0.53 19.50 1805 ----------------•------±--•- 96.7 2000 96.7 NOTE: Thicknesses and dimensions of 4" through 64" Ductile Iron pipe conform to ANSI/AWWA C15J/A21.51. Weights may vary from the standard because of differences in bell weights. *Tolerance of O.D. of spigot end: 4-12 in., ±0.06 in.; 14-24 in., +0.05/n., -0.08 in.; 30-48 in., +0.08 in., -0.06/11.; 54-64 in., +0.04 in., -0.10 in. S t Including bell; calculated weight of pipe rounded off to nearest 5 lbs. tt Including bell; average weight, per foot, based on calculated weight of pipe before rounding. Table continued on next page. U.S. PIPE AND FOUNDRY CO. TYTON JOINT Pipe BRO-003 REVISED 6.10 S E1EI TYTON JOINT ® Pipe 2010 EDITION P15 Thickness Class - Thicknesses, Dimensions and Weight (cont.) I 18 FOOT LAYING LENGTH 20 FOOT LAYING LENGTH OUTSIDE AVG. WEIGHT WEIGHT AVG. WEIGHT WEIGHT SIZE THICKNESS THICKNESS DIAMETER* LENGTHt PER FOOTtt i LENGTHt PER FOOTtt Inches CLASS Inches Inches Pounds Pounds Pounds Pounds 20 50 0.36 21.60 1395 73.5 1540 73.5 ----- ,----.-.---- ---- ------.--_-------------- .-.-------- -------______________ 20 51 0.39 . 21.60 1505 79.5 1660 79.5 20 52 0.42 21.60 I 1610 85.5 1780 85.5 20 53 0.45 : 21.60 1720 91.5 I 1900 - 91.5 20 54 0.48 2160 1825 975 2020 975 - 20. 55 - - 0.51 21.60 1935 - - 103.4 2140 103.4 I----- F----------------- F- 20 56 0.54 21.60 2040 - 109.3 2260 109.3 24 50 I 0.38 25.80 1765 . 92.9 1955 92.9 24 51 0.41 25.80 1895 100.1 2095 100.1 24 52 0.44 25.80 - 2025 107.3 2240 107.3 24 ___________________ 53 0.47 25.80 I --------------------------- 1-------------------------------i 2155 114.4 P-----------__________________ 2385 114.4 24 -----F 54 0.50 25.80 2285 ------------------------, -----: 121.6 .. 2530 121.6 24 55 F -- 0.53 25.80 2415 128.8 2670 -------______________ 128.8 24 p ..-----------4 56 . 0.56 -____-__--_ 25.80 ----- ------------ 2540 135.9 2815 135.9 F ------ 30 - - - 50 -F - - 0.39 -4---. - 32.00 - ------ 2275 118.5 - - - 30 51 0.43 32.00 2490 130.5 - - L 30 -- 52 4 - 0.47 F------- 32.00 - --- 2705 -----i 142.5 - -- - - - .------- 30 53 - -F 0.51 ____----i 32.00 --- 2920 ---- --------------1 154.4 - ------ ------- - F -------- -F ----F - ---.- -------- - 30 54 0.55 32.00 3135 166.3 - - 30 -- ------ 55 - - 0.59 -F ---------- 32.00 ------ 3350 - ------------- - 178.2 - - - - F------------- - - . -----------------F ....."------------------F-- - 30 56 0.63 32.00 3560 190.0 - - 36 P --------------- 50 0.43 38.30 3010 -F"- F 156.5 - --- - 36 F----------------F 51 - - 0.48 -----------------------------F------- 38.30 3330 ---------. 174.5 - - 36 52 0.53 - 38.30 3655 192.4 - I - - 36 53 - 0.58 38.30 3975 210.3 36 54 0.63 38.30 F 4295 228.1 - - F F 36 55 F 0.68 38.30 4615 245.9 I - - 36 56 0.73 38.30 4935 263.7 - - NOTE: Thicknesses and dimensions of 4" through 64" Ductile Iron pipe conform to ANSI/AWWA C151/A21.51. Weights may vary from the standard because of differences in bell weights. *Tolerance of O.D. of spigot end: 4-12 in., ±0.06 in.; 14-24 in., +0.05 in., -0.08 in.; 30-48 in., +0.08 in., -0.06 in.; 54-64 in., +0.04 in., -0.10 in. t Including bell; calculated weight of pipe rounded off to nearest 5 lbs. t Including bell; average weight, per foot, based on calculated weight of pipe before rounding. Table continued on next page. U.S. PIPE AND FOUNDRY CO. TYTON JOINT Pipe BRO-003 REVISED 6.10 S S L61 CL CD Co P P I--] [::] TYTON JOINT® Pipe I 2010 EDITION P16 EEO Thickness Class - Thicknesses, Dimensions and Weight 18-FOOT LAYING LENGTH OUTSIDE AVG. WEIGHT WEIGHT AVG. WEIGHT WEIGHT SIZE THICKNESS THICKNESS DIAMETER* LENGTHt PER FOOTtt LENGTHt PER FOOTtt Inches CLASS Inches Inches i Pounds I Pounds I Pounds Pounds 42 50 0.47 44.50 3960 198.9 - - I 42 51 I 0.53 44.50 I 4410 224.0 - - 42 52 0.59 44.50 4860 249.1 - - 42 53 0.65 44.50 5310 I----- I 274.0 I - - 42 54 0.71 44.50 5760 298.9 - - I 42 55 0.77 44.50 6205 323.7 - - I 42 56 p-----4 0.83 44.50 6650 348.4 - - 48 50 0.51 50.80 - - - 5430 246.6 48 51 p ---------- 0.58 . 50.80 - - 6095 280.0 48 52 4----, 0.65 50.80 I--- - - 6765 313.4 48 53 0.72 50.80 - - - 7430 346.6 48 54 0.79 50.80 - - 8095 379.8 I- I -------1 4 ---- 48 55 - 0.86 50.80 - - 8755 412.9 48 p__4----------- 56 - 0.93 50.80 --------------_-------------------l_4 - - --- 4 9415 445.9 54 p_--- 50 0.57 57.56 1 - - 7080 312.3 54 51 0.65 4-----------------------:4-_------ 57.56 - I_4------------------------_- - 7945 355.6 p_--- 54 52 t-_--------------' 0.73 57.56 - - 8810 398.8 54 53 0.81 57.56 4 ------------------I__---.I ' - - 9670 __________ 411.9 --------------------------"-------------------I---------------------------- - ----f-------------------------------- 54 54 . 0.89 57.56 - - 10530 484.9 54 55 0.97 57.56 -----F----------------------4------------------------+ - ------4---- 11390 527.7 54 56 -------------------------- . 1.05 - ------- -- -------- 57.56 --------- 4----- - - --- --------------- --- 12240 570.4 NOTE: Thicknesses and dimensions of 4" through 64" Ductile Iron pipe conform to ANSl/,4WWA C151/A21.51 Weights may vary from the standard because of differences in bell weights. 60" and 64" classified as pressure class only. *Tolerance of O.D. of spigot end: 4-12 in., ±0.06 in.; 14-24 in., +0.05/n.1 -0.08 in.; 30-48 in., +0.08 in., -0.06 in.; 54-64 in., +0.04 in., -0.10 in. t Including bell; calculated weight of pipe rounded off to nearest 5 lbs. t Including bell; average weight, per foot, based on calculated weight of pipe before rounding. U.S. PIPE AND FOUNDRY CO. TYTON JOINT Pipe BRO-003 REVISED 6.10 EELIJLI TYTON JOINT ® Pipe S I 2010 EDITION P17 Maximum Deflection - Full Length Pipe SIZE MAXIMUM JOINT DEFLECTION PRODUCED BY SUCCESSION OF JOINTS Inches DEFLECTION Inches Feet Degrees I 18 FT. LENGTH 20 FT. LENGTH 18 FT. LENGTH 20 FT. LENGTH 4 50 19 I - 206 - 6 50 19 1 - 206 - - 8 50 19 21 206 229 10 I 51 19 - 206 - 1 12 50 19 21 206 229 14 50 19 21 206 229 16 50 19 21 206 229 18 50 19 L 21 206 229 - - 20 50 19 ----206 229 24 -- - 50 - 19 21 206 229 30 50 - 19 - 206 - - -- 36 I - 50 19 - 206 - 42 40 4° 15 - 258 - -- ----- --------- - ----------- --- -------- -4 48 0 4 - 17 - 287 -- ------ --------- - -- 54 40 - ____----------------- - 17 - 287 60 40 -- - I 17 --------1 - ----- -. - I 287 ---------- 64 ---------- 40 ----- - - 17 -4- -------- - -1 --- - 287 U.S. PIPE AND FOUNDRY CO. TYTON JOINT Pipe BRO-003 - REVISED 6.10 LII LII LII LII TYTON JOINT® Pipe 2010 EDITION P18 S Products for Water, Wastewater and Fire Protection Ductile Iron Pipe SIZE RANGE TYTON JOINT® Pipe 4-64" Ductile Iron Mechanical Joint Pipe C-12" Ductile Iron TR FLEX® Pipe 4-36" Ductile Iron HP LOK® Pipe 1 30-64" Ductile Iron Flanged Pipe 3-64 Ductile Iron Grooved Pipe 1 4-36 Ductile Iron USIFLEX® Boltiess Ball Joint Pipe 4-48" Ductile Iron For Subaqueous Installations Restrained Joints TR FLEX® Restrained Joint 4-36' Ductile Iron HP LOK® Restrained Joint 30-64" Ductile Iron W MI FIELD LOK® Gaskets - FIELD LOK 350® Gaskets 4-24" - - - - 4-24" FIELD LOK® Gasket 30" & 36" TR FLEX GRIPPER® Rings 4-36" Ductile Iron TR TELE FLEX® Assemblies 4-24" Ductile Iron .--.- ----------------I Fittings TYTON® Fittings 14"-24" Ductile Iron TRIM TYTON' Fittings C-12" Ductile Iron TR FLEX® Fittings and TR FLEX® Telescoping Sleeves 4-36' Ductile Iron HP LOK® Fittings and HP LO1f® Telescoping Sleeves 30"-64" Ductile Iron Mechanical Joint Fittings 30"-48" Ductile Iron Flanged Fittings I 3064 Ductile Iron XTRA FLEX® Couplings 4-24 Ductile Iron Miscellaneous Products PROTECTO 401® Lined Ductile Iron Pipe for 4-64 Ductile Iron Domestic Sewage and Industrial Wastes GLASS Lined Ductile Iron Pipe for Wastewater 4"-30" Ductile Iron Treatment Plants RING FLANGE-TYTE® Gaskets 411-3611 ------------------..--------- -----.---..------.--1-....-----,-----,--- FULL FACE FLANGE-TYTE® Gaskets - 4-64 MJ Harness-Lok 4-48" Ductile Iron Saddle Outlets Various Ductile Iron Welded Outlets Various Ductile Iron Polyethylene Encasement 1 4-64 Our products are manufactured in conformance with National Standards so that our customers may be assured of getting the performance and longevity they expect. Use of accessories or other appurtenances that do not comply with recognized standards may jeopardize the performance and longevity of the project. U.S. PIPE AND FOUNDRY CO. TYTON JOINT Pipe BRO-003 REVISED 6.10 All U.S. Pipe brochures and/or products are subject to change without further notice. P.O. BOX 10406 I BIRMINGHAM, AL 35202 14IO1E 866.DIP.PIPE (866.341.1413) hl,JIA1( FAX 205.254.1165 1J118111 EMAIL: INFO@USPIPE.COM WWW.USPIPE.COM Us PIPE I.D. Inside Danieter O.D. Outside Diameter T. : Wall Thickness D9 Bell Outside Diameter E : Distance between Assembly Mark to the end of spigot. D9 III Nw J IlIagIe Building essentials for a better to,norrow .' BLUE BRUTE TIVI SUBMITTAL AND DATA SHEET PIPE SIZE (IN) AVERAGE O.D. (IN) NOM. I.D. (IN) MIN. T. (IN) MIN. E (IN) APPROX. D9 (IN) APPROX. WEIGHT (LBS/FT) PRESSURE CLASS 165 psi (DR 25) 4 4.80 4.39 0.192 5.25 5.57 1.9 6 6.90 6.31 0.276 6.40 8.00 3.9 8 9.05 8.28 0.362 7.05 10.50 6.7 10 11.10 10.16 0.444 8.20 12.88 10.1 12 13.20 12.08 0.528 8.80 15.31 14.4 PRESSURE CLASS 235psi (DR 18)* 4 4.80 4.23 0.267 5.25 5.87 2.6 6 6.90 6.09 0.383 6.40 8.43 5.3 8 9.05 7.98 0.503 7.05 11.06 9.2 10 11.10 9.79 0.617 8.20 13.57 13.9 12 13.20 11.65 0.733 8.80 16.13 19.7 PRESSURE CLASS 305 psi (DR 14)* 4 4.80 4.07 0.343 5.25 6.17 3.2 6 6.90 5.86 0.493 6.40 8.87 6.7 8 9.05 7.68 0.646 7.05 11.63 11.6 10 11.10 9.42 0.793 8.20 14.27 17.6 12 13.20 11.20 0.943 8.80 16.97 25.1 Consult JIM Eagle for CSA and other listing availability prior to shipment. Note: *FM Approvals Pressure Class 150 psi for DR 18 and 200 psi for DR 14. A Assembly Mark Product Standard: Pipe Compound: Gasket: Integral Bell Joint: Certifications: Installation: ANSI/AW\NA C900 ASTM D1784 Cells Class 12454 ASTM F477 ASTM D3139 ANSI/NSF Standard 61 UL Standard 1285 Pipe Length: 20 feet (+1- 1') laying length A\NWA C605 JIM EagIe' Installation Guide 3 1103 6.1 30 350 I 0 6 1106 11.9 30 350 8 08 148 3 350 10 1110 23.9 3° 350 12 1112 312 3 350 ] 14 1114 48.5 2 0 350 - 16 1116 564 2 0 350 18 1118 63.1 11/2 0 250 [ 20 1120 723 11/2 0 250 24 1124 133.1 11/2 0 250 30 1130 1946 10 250 ] 36 1136 234.0 10 250 42 1142 536.0 1° 250 48 1148 653.0 1° 250 1 54 1154 700.2 0;50 200 MEGALUGO Series 1100 Mechanical Joint Restraint for Ductile Iron Pipe Features and Applications: Sizes 3 inch through 54 inch Constructed of ASTM A536 Ductile Iron Torque Limiting Twist-Off Nuts MEGA-BOND® Restraint Coating System For more information on MEGA-BOND, refer to www.ebaa.com The Mechanical Joint Follower Gland is incorporated into the restraint Heavy Duty thick wall design Support Products Available: 10 Split repair style available 3 inch through 48 inch. EBAA Series IIOOSD Solid restraint harness available for push-on pipe bells. EBAA Series 1700 Split restraint harness available for existing push-on bells. EBAA Series IIOOHD All MEGALUG and related restraint products can be furnished as packaged accessories complete with appropriate restraint, gasket, lubrication, and bolt- ing hardware For use on water or wastewater pipe- lines subject to hydrostatic pressure and tested in accordance with eithe AWWA C600 or ASTM D2774 Copyright 0 2016. EBAA Iron, Inc. All Rights Reserved. Made In U.S. Patent Nos. 4092036, 4627774, 4779900, 4896903, 5544922 The USA 0316-I MEGALUG: THE PRODUCT OF PREFERENCE SINCE 1984 Since 1984, engineers and contractors designing and installing water and wastewater pipelines and systems have come to rely 0 e EBAA Series 1100 MEGALUG Mechanical Joint Restraint e Product of Preference" for effectively and economically restraining ductile iron pipe connections above or below ground. MEGALUG Mechanical Joint Restraints replace external re- straints such as cumbersome concrete thrust blocks and corrod- ible metal tie rods creating a quicker, safer and more economical installation. Major testing laboratories agree as the 3" through 24" sizes are Underwriters Laboratories (UL) listed, and the 3" through 12" sizes are Factory Mutual (FM) approved. For use on all classes of ductile iron pipe (PC350 through PC150 and CL56 through CL50), for practically any application including valves, hydrants and pipe, the MEGALUG Mechanical Joint Restraint effectively and safely performs without damage to the pipe or cement linings. THE MEGALUG GRIPPING WEDGE.. PERFORMANCE PROVEN The wedge style MEGALUG design reacts to the amount of force acting on the joint. When each wedge is set, the wedge teeth penetrate the pipe's outer surface, and the wedge does not move on the pipe. There is very little change in this interface until the wedge movement begins inside the pocket of the main casting. Once the wedge starts moving, the formation of the buttress begins. This "dam" of material (the wedge impression) is cold formed as the wedging action continues. If the force of pressure acting on the joint is released, the wedge s back to near its original position. engages the reserve-controlled move- ment or "RCM". The wedge is then ready for another round. After the wedge has moved to the back WI Max pressure O Movement LL causes - wedges to < ease Max movement grip LU Rated pressure X W Wedge movement begins 0 W I Normal operating pressure U) I W I iRCM MOVEMENT of the pocket at the maximum pressure or load, the wedge buttress are in shear. The maximum movement is about 0.3 inch through the thirty-six inch size and 0.4 inch for forty-two and forty-eight inch. The RCM is available even with severe cyclic loads. This has been tested to very high-pressure differentials and the wedge impressions look the same as if a single test had been performed. Typically, the depth of pipe wall pen- etration, or wedge impression at around 25,000 pounds of force per wedge (200 PSI on a six inch and 150 PSI on a twelve inch) is 0.03". Finally, at roughly twice that force the penetration is around 0.05" At these high pressures, there is no affect on the design thickness of ductile iron pipe made according to AWWA C150. The lack of damage to the cement lining clearly indicates that the thrust load is primarily longitudinal. This ability to move in the pocket allows for angular flexibility as well as longitudi- nal flexibility. THE ORIGINAL PATENTED allowedbythe GRIPPING WEDGES echanical joint uring installation, it can also deflect Since 1964 EBAA Iron has responded after assembly: aggressively to the needs of the Sizes of 12" and below water industry for better solutions are capable of up to 3 to joint restraint problems - thus the degrees of deflection after development of the family of self installation (depending on the actuating MEGALUG wedge action preset deflection.) restraints. The 14" and 16" sizes are capable of 2 degrees deflection. TOOLS The 18" through 24" sizes are A MEGALUGS install using an ordinary capable of 1.5 degrees deflection. wrench (box, ratchet, or air-driven), The 30" through 48" sizes are capable of because the torque-limiting, twist- 1 degree deflection. off nuts automatically shear during The 54" size has a 0.5 degree deflection. tightening when the proper torque P is reached. The same 11/4 wrench STEEL PIPE used to tighten the T-bolts on the The 1100 Series MEGALUG can be used to restrain 4" through 24" sizes can be used 3" -8" SCH 40 or 80 steel pipe when joining to to tighten and shear the twist off mechanical appurtenances. It can also be used on nuts in all sizes. If removal becomes steel pipe in all sizes if the pipe's outside diameter is necessary, a 5/8 hex head remains the same as the ductile iron pipe and its thickness is so the screws can be loosened, and equal to or greater than PC350 ductile iron pipe in sizes retightened with a torque-indicating of 16 inch and below and PC250 ductile iron pipe 18 wrench. During removal, the wedges inches and above. are held in place by retainer clips. I / CAST IRON PIPE DEFLECTION / Grey iron pipe diameters are often larger than ductile The MEGALUG gripping wedges / iron pipe diameters. The Series 1100 MEGALUG provide resiliency to your I restraint may be used with grey iron pipe having pipeline design. In addition standardized cast iron O.D. per AWWA C150 and to deflecting as much as C151, and with pit cast Classes "A" and "B" without modification. Use of the Series 1100 with pit cast grey iron Classes "C" and "D" will require over sizing the MEGALUG. More information on this is explained in detail in WL "Connections Bulletin Dl-1". MEGALUG Tiikeisl fib LJ6 Ad, On April 11, 1997EEBAA Iron performed a remark- able force demonstration of their series 1100 MEGALUG Joint Restraint. With the use of [BAA's Series 1100 MEGALUG using a standard mechanical .jóint intaIlation .on.12 inch Ductile Iron Pipe, and a 80 Ton m r trtcrane.EBAAIrnn IlftEcI I rgrn at'L uslvI /L"ccan t e;:e!Ioi '-.' S of 350 br 3 16 h250 p i fui n1drilber on,M hani ajnir t Paint f din tH 8-48Hh n J2d0 Nh 5 I h. :r tir:h \ia naITr at ilit I fl hall 1 lu scltlds 1100 a Ratings a f o t-r en ir -u I n u t R rds'(MTRs) ar I m d ail al p lu I EBAHlr or Inc. ora I t- I nclude a f'r uf 2 t I in a h q m t iaJ asizes. -. uh documentati ar I. iihri I ho glan I .... y identitrcatn n oh MEGA BOND Restraint Coating - ateria!t Sy stern : Gland H I on uatin Pr ,cluction I C dhot r t small o All mHH an I tel art COmpunr L II o at f 001 Ld 65 a inmo 1ate1rridi lu oH r uml on H pr ( tI (U aph h IQJuHH ii n at 'Yiina r Jar i h f I r II H h, ir and 0 °I nih ri WthASTMrA536 a ntr (H H r- a in nt n Un ii t ( to Hcation.11 atm h II - - / \._fr•p t ,aT. o - •_ - hOim a oil q Ii ontr t t onor H o I inirm Ui (ft t if Ii uid - •-J or aj)plicatinlls, m iurrrr a traint 30 p a H TH - op n t ha t HaL then th-nn I aPr oth Ii (or a nch nCl _t it a n H rn H gm f I r Isa ci a ag al-rn I t I f r final ft II a h - -. m iron'ni H I niatetiai,ini-nts 0 i iblyi n ipa ing - STMH56 i H Jo Hi • All i lii H Ii all-I or '-•- - - on t all ii J Inn H f rmance All I 11(1 r H lIlt manu u I I rt- I H it Ii p ht inti11111 s -.- •-- I-• H v. •• -, 6° merit • iid mit I in I UniL I Stat Th or I - lrl o Hr in c.THa Hr g I II ID U hi II. mth'nN n HI ritto ftr ilL applied and iH tu'n d. Di trHir(n riplirig i I iil hti phtr1lan it P r a hr hen Ti atrr -1uh api, aH 'lnrHrn unang af370 470BH H. n I rttir( H rr I rrmi and -. I I bun fl I 3 t t 1 r oh oIl I rr nor 1 ntahl ingtaiition -H pour e d I hi 'I I Hrft as'pe t Ni Par ol-j( ni r rail' rall'it shall no 11 111 Tha ( till t m hall lie N1EG4 BO HD by - IUnHd Le n H I trt U.L. Nt o r I nal t6ols and inII ran EBAA I ii. Inc oi apWoved equal.,R quests b: 'O-' • 1 - iii N i (n • ( I ASTM A536. Testing f I I I I A\t\A C600, tile for II r ed equal n Hi rit Coatin, - trr ii i H a r H Hr atron shall be don r -Hair mg LIII In Ii I i al join flection maLr al and proco I H •1( I I I I or ina i I ni •i h ASTM E8. Join a roll \ HI as allowing joint to bid. deflebti r tom assembly. hémicaI and nodularity tests ghall be performed as recornmetnded by the Ductile Prbper actu bran (,f the gripping wedges rnSocity, on a perLe-bbsis. suaiI b o l ui (I t- rth torque limiting twist K2 J 0,125 11 1 SECTION A-A SECTION B-B h075 3 1103 4.48 2.27 4.06 0.62 9.06 0.750 6.19 7.69 2 4 6.1 350 L 4 1104 -- 5.92 2.27 490 0.75 990 0.875 750 9.12 2 4 77 350 6 1106 8.02 2.27 7.00 0.88 12.00 0.875 9.50 11.12 3 6 11.9 350 8 1108 10.17 2.31 9.15 1.00 14.15 0.875 11.75 13.37 4 6 14.8 350 j 10 1110 12.22 2.37 11.20 1.00 16.20 0.875 14.00 15.62 6 8 23.9 350 L 12 1112 14.32 2.37 13.30 1.25 18.30 0.875 16.25 17.88 8 8 31.2 350 14 1114 16.40 2.69 15.44 1.50 20.94 0.875 18.75 20.25 10 10 48.5 3 L16 1116 1850269 1754 1562290 0875 2100 2250 12 12 564 3 j 18 1118 20.60 2.69 19.64 1.63 25.00 0.875 23.25 24.75 12 12 63.1 250 20 1120 2270 269 2174 169 2710 0.875 2550 2700 14 14 723 250 24 1124 26.90 3.20 25.94 1.81 32.64 0.875 30.00 31.50 16 16 133.1 250 1 30 36 1130 1136 33.29 39.59 3.20 3.20 32.17 38.47 2.25 2.25 38.87 45.17 1.125 1.125 36.88 43.75 39.12 46.00 20 24 20 24 194.6 234.0 250 250 [42 1142 45.79 4.56 - 44.67 3.88 55.57 1.375 50.62 53.48 28 28 536.0 250 48 1148 52.09 4.56 50.97 3.88 61.87 1.375 57.50 60.36 32 32 653.0 250 1. The Series 1100 MEGALUG joint re- straint is designed for use on ductile iron pipe conforming to ANSI/AWWA C151/A21.51 (all thickness classes) when restraining mechanical joint pipe fittings. 2.* Clean the socket and the plain end. Lubrication and additional cleaning should be provided by brushing both the gasket and the plain end with soapy water Oran approved pipe lubrication meeting the requirement of ANSI/AWWA CIII/A21.11, just prior to slipping the gasket onto the plain end for joint assembly. Place the gland on the plain end with lip extension toward the plain end, followed by the gasket. NOTE: In cold weather it is preferable to warm the gasket to facilitate assembly of the joint. 3* Insert the pipe into the socket and press the gasket firmly and evenly into the gasket recess. Keep the joint straight during assembly. 4* Push the gland toward the socket and center it around the pipe with the gland lip against the gasket. Insert bolts and hand tighten nuts. Make deflection after joint assembly but before tightening bolts. In large sizes (30-48 [and 54] inch), five or more repetitions may be required. The use of a torque-in- dicating wrench will facilitate this procedure. 6. Tighten the torque limiting twist- off nuts in a clockwise direction (direction indicated by arrow on top of nut) until all wedges are in firm contact with the pipe surface. Continue tightening in an alternat- ing manner until all of the nuts have been twisted off. EBAA IRON Sales, Inc. P.O. Box 857, Eastland, IX 76448 Tel: (254) 629.1731 Fax: (254) 629•8931 (800) 433•1116 within US and Canada contact@ebaa.com www.ebaa.com 7. If removal is necessary, utilize the We inch hex heads provided. If reas- sembly is required, assemble the joint in the same manner as above, by tightening the wedge bolts to 90 ft-lbs. If the series 1100 restraint is removed from the pipe, be sure that all the collar bolts and wedges are in place before the restraint is reassembled. * These steps are requirements of AWWA. AWWA Standard C600 For More Information For more information about MEGALUG restraints call EBAA today and request "EBAA connections Bulletin Dl-1" concerning use of the MEGALUG restraint on grey iron pipe, or EBAA Connections Bulletin 01-2" covering the background and operation of the MEGALUG system of restraint. "Restraint Length calculation" Software is available for PC/Windows applications. Support documenta- tion about the software can be found in EBAA Con- nections Bulletin PD-1 through P0-5". 5* Tighten the bolts to the normal range of torque as indicated [3 inch 45-60 ft-lbs., 4-24 inch 75-90 ft-lbs., 30-36 inch 100-120 ft-lbs., and 42, 48 and 54 inch 120-150 ft- lbs.] While at all times maintaining approximately the same distance between the gland and the face of the flange at all points around the socket. This can be accomplished by partially tightening the bottom bolt first, then top bolt, next the bolts at either side, finally the remaining bolts. Repeat the process until all bolts are within the appropriate range of torque. 3 2003PV 7.0 .4 1. LJ 6 2006PV 12.1 8 2008PV 16.3 10 2010PV 26.0 12 - 2012PV 14 2014PV 47.6 16 2016PV 52 J 18 2018PV 61.8 20 2020PV ______70.9 24 2024PV 92.9 30 2030PV 128.5 7 36 2036PV 161.3 42 2242* 652.0 1 48 2248* 711.1 EBMI IRON IN ~~ C Your Connection to the Future" Series 2000PV Mechanical Joint Restraint for PVC Pipe U.S. Patent No. 4627775 4896903 5071175 Features and Applications: For restraining plain end PVC pipe at mechanical joint fittings and appurtenances Sizes 3 inch through 36 inch Sizes 42 inch through 48 inch accommodated by Series 2200 MEGA-BONDO Restraint Coating System For more information on MEGA-BOND, refer to www.ebaa.com Constructed of ASTM A536 Ductile Iron The mechanical joint follower gland is incorporated into the restraint Heavy duty thick wall design Support Products Available: Split mechanical Joint style available for 3 inch through 12 inch EBAA Series 2000SV Solid restraint ring harness available for C905 PVC pipe bells EBAA Series 2800 Split restraint ring harness available for C900 and C905 PVC pipe bells and PVC fittings EBAA Series 1500, 1600 and 2500 All 2000PV and related restraint products can be furnished as packaged accessories complete with appropriate restraint, gasket, lubrication and bolting hardware For use on water or wastewater pipeline• subject to hydrostatic pressure and tested in accordance with either AWWA C600 or ASTM D2774. 0412 - IS -1' Copyright 2007 © EBAA Iron, Inc. All Rights Reserved. Series 2000PV: Mechanical Joint Restraint Gland for use With AWWA C900 or UPS Outside Diameter PVC Pipe The 2000PV MEGALUG Mechanical Joint Restraint Tested to and meets the requirements of ASTM F e fastest and most economical method of raining PVC pipe to mechanical joints. Now the need for costly concrete thrust blocks and corrodible steel tie rods is eliminated. It can be used in straight alignment or at the preset deflection recommended for mechanical joints. The 2000PV was the first PVC joint restraint to be tested to UNI-B-13, Underwriters Laboratories, and Factory Mutual. 1674-96 'Standard' Test Method for joint restraint products use with PVC pipe through 24 inch size. UL Listed in the four through twelve inch sizes for joining UL Listed ductile iron fittings to UL Listed, Class 150 PVC pressure pipe. The maximum allowable joint deflection is five degrees. Factory Mutual approved for use on DRI8 PVC pipe in four through twelve inch sizes. ®ASTM 4\\ F1674 AWWA APPROVED MEMBER The 2000PV MEGALUG Concept EBAA Iron started manufacturing joint restraint products for PVC pipe in the early 1980s. The testing of early prototypes of various configurations of restraints on large diameter PVC pipe indicated that a restraint device must be capable of consistently and r liably gripping the pipe. If not, the restraint can slip r pressure, resulting in a sudden impact, and cause the pipe to burst. Armed with this background knowledge and an appreciation for the capabilities of PVC pipe, EBAA purposefully deviated from what many in the industry once considered to be the 'only' way to grip PVC pipe. This led to development of the Series 2000PV MEGALUG Mechanical Joint Restraint for PVC pipe. The design of the 2000PV incorporates the gripping mechanism into the design of the mechanical joint gland and utilizes a simple two part assembly process. The first step involves assembling the joint the same as any standard mechanical joint. The assembly procedure we recommend is that established in AWWA C600. The second is the actuation of the restraint. Three Testing Methods The design philosophy behind the 2000PV joint restraint is that the pipe with the restraint should be capable of being tested to the same minimum requirements of the pipe alone. In doing so, the restraint is shown to have no detrimental effect on the pipe and will have the same pressure rating and safety factor as the pipe on which it is used. To that end the 2000PV has been subjected to hundreds of static and cyclic pressure tests to demonstrate the performance and reliability of the restraint. One of the primary tests of PVC is its quick burst strength. For pipe meeting the requirements of AWWA C900, AWWA C905 and ASTM 2241, the minimum quick burst requirement for the hoop stress is 6,400 PSI. For DR18, pipe pressure is 755 PSI. The second test is sustained pressure test at a hoop stress of 4,200 PSI. For DR18 pipe, that pressure is 500 PSI. Third, a conservative cyclic pressure ; surge design for the pipe exists in the form of Vinson Equation. The 2000PV restraint has been tested to over one million cycles to \ the peak pressures predicted by the Vinson Equation for that number of cycles. Series 2000PV Takes the Load On April 11, 1997 EBAA Iron performed a remarkable force demonstration of their Series 2000PV joint restraint. With the use of EBAA's Series 2000PV using standaid mechanical joint infal1ation on 12 inch PVC and a 80 Ton iJ a VD Mechanical Joint Restraint for AWWA PVC Pipe Sample Specification (The text of the specification below can be downloaded as a Microsoft® Word Doc from our website www.ebaa.com) Restraint devices for mechanical joint fittings and appurtenances conforming to either ANSI/AWWA C11i,/A21.11 or ANSI/AWWA /A2153, shall conform to the follow: n 4 most current product brochure. Ratings such as fasteners and wedges, shall be MEGA-BOND® Restraint Coating System are for water pressure and must include controlled in segregate inventory until All wedge assemblies and related parts a minimum safety factor of 2:1 in all such time as all quality control tests are shall be processed through a phosphate sizes. passed. These component parts may wash, rinse and drying operation prior then be released to a general inventory to coating application. The coating shall Material for final assembly and packaging. consist of a minimum of two coats of Gland body, wedges and wedge actuating All components shall be manufactured liquid thermoset epoxy coating with heat components shall be cast from grade 65- and assembled in the United States. The cure to follow each coat. 45-12 ductile iron material in accordance purchaser shall, with reasonable notice, with ASTM A536. have the right to plant visitation at his/ Ductile iron gripping wedges shall be her expense. heat treated within a range of 370 to 470 BH N. Three (3) test bars shall be incrementally poured per production shift as per Underwriter's Laboratory (U .L.) Specifications and ASTM A536. Testing be accessed via the identification through 24 inch, shall meet or exceed Restraint devices for nominal pipe sizes number on the casting. These Material the requirements of ASTM F1674 of the 3 inch through 36 inch shall consist of Traceability Records (MTR's) are to latest revision. multiple gripping wedges incorporated be made available, in hard copy, to Mechanical joint restraint shall be Series into a follower gland meeting the the purchaser that requests such 2000PV produced by EBAA Iron Inc. or applicable requirements of ANSI/AWWA documentation and submits his gland approved equal. CIIO/A21.10. body identification number. The devices shall have a working Production pieces that are too small to pressure rating equal to that found in the accommodate individual numbering, ,nsile, yield and elongation shall be in accordance with ASTM E8. Chemical and nodularity tests shall be performed as recommended by the Ductile Iron Society, on a per ladle basis. Traceability An identification number consisting of year, day, plant and shift (YYDDD) (plant designation) (Shift number), shall be cast into each gland body. All physical and chemical test results shall be recorded such that they can Approvals Mechanical Joint Restraints shall be Listed by Underwriters Laboratories in the 4 inch through 12 inch sizes. Mechanical Joint Restraints shall be Factory Mutual Approved in the 4 inch through 12 inch sizes. Mechanical Joint Restraints, 4 inch For more information regarding MEGA- BOND, refer to the MEGA-BOND brochure or visit www.ebaa.com. Installation Mechanical joint restraint shall require conventional tools and installation procedures per AWWA C600, while retaining full mechanical joint deflection during assembly. Proper actuation of the gripping wedges shall be ensured with torque limiting twist off nuts. All casting bodies shall be surface pretreated with a phosphate wash, rinse and sealer before drying. The coating shall be electrostatically applied and heat cured. The coating shall be a polyester based powder to provide corrosion, impact and UV resistance. The coating system shall be MEGA- BOND by EBAA Iron, Inc. or approved equal. Requests for approved equal must submit coating material and process details for review prior to bid. MH I F C 0,125 f SEETIN A-A -D- SPACER 0.75 SE C TI ON B-B 3 2003PV 4.84 1.55 3.60 0.50 9.8 8.6 3/4 6.19 7.69 4 4 7.0 [L 168 4b 9i5 79°13 6 2006PV 8.02 1.68 7.00 0.50 13.0 12.1 18 9.50 11.13 6 6 12.1 L68 945 414' i3.6 . /iè31 , -- 10 2010PV 12.22 2.10 11.20 0.62 17.0 16.0 14.00 15.63 8 8 26.0 .i2 I1V 32 2101330 5!r195of81 r/5 1625 1788 TIAr 14 2014PV 16.40 2.25 15.49 0.88 21.7 20.9 's 18.75 20.38 10 10 47.6 16 i6V 180 225 1758 08 23 8 230 s 21002263 12 12 ' J 18 2018PV 20.60 2.25 19.68 1.13 25.9 25.1 s 23.25 24.88 12 12 6 20- 24 'V 2024PV 7O 26.90 225 2179 n# 280 2.75 25.99 1.42 32.3 272 31.5 8 s 2550 2713 30.00 31.63 14 i4j ThJ 16 16 92.9 30 PV3329 270 3222 15'b 385 11 377 1s 3688 3912 20 20 '128'5] 36 2036PV 39.59 2.70 38.52 1.50 44.8 44.0 1 43.75 46.00 24 24 161.3 '42 '2242 - Submittal inform Thou Or4Ipeslze nctl 42 a nd greatr can be to id MtheSeus 2200 Brochure ' - 48 2248 Submittal information for pipe sizes 42 inch and greater can be found in the Series 2200 Brochure. • NI Seri es. Ratings rorOrdinaty - RatirugsforPeak Pressures used in Sewage Force Mares C905 PVC . Pulse - Fipe Size Number:, Water Works w Transient surges only and other itistallations designed for Cyclic Surges of 1-Mill, cycles DR14 DR18 0R25 SDR17 SDR2I S0R26 DR14 DRiB DR25 SDR17 SDR21 SDR26 0R18 DR25 DR32.5 DR41 00 P 305 235 165 250 200 160 244 188 132 200 160120 - - - - 4 2004PV 305 235165 250 200 160 244188 132 200 160 120 - - - - L 6 2006PV 305235 165 250 200 160 244 188 132 200 160 120 - - - - 8 2008PV 305 235 165 250 200 160 244 188 132 200 160 120 - - - - I 10 2010Pt1 305 235 165 250 200 160 244188 132 200 - 160 120 - - - - 12 2012Pv 305 235 165 250 200160 244 188 132 200 160 120 - - - - [14 2014PV----- -- -- - -- -23516512580 16 2016PV - - - - - - - - - - - - 235 165 125 100 18 2018PV - 20 - - - - - - - - - - - 200 165 - 2020PV - - -- - - - - - - - - 200 165 - 165 165 125 100 30 2030PV - - - - - - - - - - - - - 165 125 100* - 125 125 100 For installation on C900 PVC pipe, use Leave as received and 1Spacei install per instructions. For installation on 0, ASTM 2241 IIi I IF - — jjjC .1 2. * Identify the pipe. The 2000PV is for use with PVC and HDPE pipe. The 4 inch through 12 inch size may be used on C900, and IPS PVC pipe as well as C906 HDPE pipe. Check to see if the spacers under the screws are in place. If the pipe is C900 or is ductile iron 0.D., pro- ceed with spacers in place. If the pipe is IPS O.D., remove the spacers. Since 3 inch and 14 .inch through 24 inch restraints are only used with one pipe diameter, no spacers are used. Clean the socket and the plain end. Lubri- cation and additional cleaning should be provided by brushing both the gasket and plain end with soapy water or an approved pipe lubricate meeting the requirements of ANSI/ AWINA C111/Al2.11 just prior to slipping the gasket onto the plain end for joint assembly. Place the gland on the plain end with the lip extension toward the plain end; follow by the gasket with the narrow edge of the gasket toward the plain end [The gasket provided may be the EBMSealTM Improved Mechanical Joint Gasket for C900 PVC Pipe. This gasket is bi-directional having no front or back. For ASTM 2241 PVC Pipe Sizes (IPS O.D.) a Transition Gasket must be used. The use of a pipe wall stiffening insert is required on High Density Polyethylene pipe.]. NOTE: In cold weather it is preferable to warm the gasket to facilitate assembly of the joint. 3 Insert the pipe into the socket and press the * gasket firmly and evenly into the gasket recess. Keep the joint straight during assembly. 4 Push the gland toward the socket and center * it around the pipe with the gland lip against the gasket. Insert bolts and hand-tighten nuts. Make deflection after joint assembly but before tightening bolts. 5 Tighten the bolts to the normal range of bolt * torque [45-60 ft-lbs for 3 inch, 75-90 ft-lbs for 4 inch through 24 inch, 100-120 ft-lbs for 30 inch and 36 inch, and 120-150 ft-lbs for 42 inch and 48 inch.] while at all times maintain- ing approximately the same distance between the gland and the face of the flange at all Spoints around the socket. This can be accom- plished by partially tightening the bottom bolt first, then the top bolt, next the bolts at either side, finally the remaining bolts. Repeat the process until all bolts are within the appropri- ate range of torque. In large sizes (30-48 inch), five or more repetitions may be required. The use of a torque-indicating wrench will facilitate the procedure. 6. Tighten the torque limiting twist-off nuts in a clockwise direction (direction indicated by arrow on top of nut) until all wedges are in firm contact with the pipe surface. Continue tightening in an alternating manner until all of the nuts have been twisted off. *These steps are requirements of AWWA C600. 7 If removal is necessary, utilize the /8 inch hex heads provided. If reassembly is required, as- semble the joint in the same manner as above; tighten the screws to 60 to 80 ft-lbs. If the Series 2000PV restraint is removed from the pipe, be sure that all of the screws, spacers (if required), and wedges are in place before the restraint is reassembled. EBAA IRON Sales, Inc. P.0.11057, Easlland,1X 16448 1e (254)629.1731 Members of... Fax (254) 629.8931 (800) 4331716 inithin US and Canada contact0ebaa.com www.ebao.com AMERICAN FOUNDRY SOCIETY April 4, 2016 ROMAC INDUSTRIES, _____ Style "XR501" Extended. 1-800-426-9341 _____ Range Coupling www.romac.com Center Rings: The center rings are cast from ductile (nodular) iron meeting or exceeding ASTM A 536, Grade 65-45-12. End Rings: The end rings are cast from duc- tile (nodular) iron meeting or exceeding ASTM A 536, Grade 65-45-12. Gaskets: Gaskets are made from Styrene Bu- tadiene Rubber (SBR) compounded for water and sewer service in accordance with ASTM D2000 MBA 810. Other compounds available for petroleum, chemical, or high temperature service. Coatings: Shop coat applied to cast parts for corrosion protection in transit. Bolts and Nuts: 5/8 inch, High strength low al- loy steel trackhead bolts. National coarse rolled thread and heavy hex nuts. Steel meets AWWA C1 11 composition specifications. Stainless steel bolts and nuts available on request. Options: Fusion bonded epoxy. Liquid epoxy and other coatings available on request. Stain- less steel bolts and nuts available on request. Pressure: When properly installed on standard steel pipe and larger, the Romac XR501 can be used at working pressures up to 260 psi. NSF61 certified upon request. ONE END BY OTHER END BY LIST PRICE NOM. - ___________________________ - SHOPCOAT FUSION EPDXY APPROX. PIPE GASKET APPROXIMATE x GASKET APPROXIMATE x CR SIZE RANGE USE RANGE USE LENGTH w/ST D w1304 w/316 w/STD w/304 w/316 BIN SSB&N SSB&N B&N SSB&N SSB&N 215'- 5.00 2 SDR 35, Std. StI, Dl & Cl - 4.215'- 5,00 2 SDR 35, Std. StI, Dl & Cl 7" $181.47 $234.92 $333.67 $221.24 $274.70 $373.44 27# 4 4.215' - 5.60 SDR 35, Std. StI, D 1,C1 & AC 4.215'- Std StI,Dl , Cl & AC 15,60 SDR 35 , . 12" 272.63 342.14 520.94 299.40 368.92 547.60 40# 6" 6.275' - 17.202 SDR 35, Std. StI, Dl & Cl 6.275' - 7,202 ' SDR 35, Std. StI, Dl & Cl 258.03 324.89 448.27 308.44 375.28 498.70 34# 6.275' - 17.60 SDR 35, Std. StI, Dl,Cl & AC X 6.275' - 7.60 SDR 35, Std. StI, Dl,Cl & AC 12" 358.50 445.40 668.75 385.70 472.59 695.95 47# - I - -- 40' - 9.30 2 SDR 35, Std. StI, Dl & Cl &40'- 9,302 SDR 35, Std. StI, Dl & CI " 302.97 383.18 531.28 366.26 446.46 594.83 50# 8" :40 - 9.75 SDR 35, Std. Sf1, Dl,Cl & AC X 8.40' - 9.75 SDR 35, Std. StI, Dl,Cl & AC x 12" 420.43 524.70 792.72 447.40 551.67 819.69 64 10.501 - 1141 2 SDR 35, Std. StI, Dl & Cl 10.50'- 11.41 2 SDR 35, Std, StI, DI & Cl 384.35 477.92 .--- 631.50 483.24 576.81 641.63 72# 10" 10.501 - F12.15 SDR 35, Std. StI, Dl,Cl &AC X 10.50'• 12.15 'SDR 35, Std. StI, Dl,Cl &AC 508.78 613.04 881.07 555.92 660.19 921.04 79# 1 2" 12.501 - i3.56 2 SDR 35, Std. StI, Dl & Cl 12.50'S 13.562, SDR 35, Std. StI, Dl & Cl x 8" 454.92 561.86 784.45 565.69 672.62 791.32 87# 12.501 - i4.41 SDR 35, Sfd. StI, Dl,CI & AC X 12.501 • 14.41 SDR 35, Std. Sf1, Dl,Cl & AC 592.60 739.66 1,126.68 -- 651.25 798.31 1,185.33 106# Pipe ODs smaller than Standard Steel Size, NOT TO EXCEED 20 PSI. Optional Gasket for SDR through Cl fl Cast Iron Ping To Order: Determine O.D. of pipes to be coupled. Select proper gasket range for each pipe from above table. Insert high range of each gasket into catalog number as follows: XR501 - one end x other end. -. Example: To couple 8" Dl and 8" std. steel, orderIXR5O1-9.75 x 9.75 X 7] XR501 PARTS LIST NOM. CENTER EXTRA-LONG END TRACKHEAD BOLT wINUT PIPE RING CENTER RING RING GASKET PRICE EACH SIZE SHOPCOAT EPDXY SHOPCOAT EPDXY SHOPCOAT EPDXY NUMBER: LENGTH CORTEN 304 S.S. 316 S.S. 4" $79.11 $121.89 $159.51 $218.49 $16.85 $22.40 $11.97 Std. Length: 4:5/8 x 112/2 $11.18 $25.20 $51.47 Extra Long: 4:1/8 x 17 13.87 33.51 82.65 6" 90.57 136.84 177.59 243.79 30.11 40.50 25.67 Std. Length: 5: /l x 111/2 11.18 25.20 51.47 2/sx Extra Long: 5: 17 13.87 33.51 82.65 8" 105.57 152.94 206.89 278.29 35.47 52.11 29.69 Std. Length: 6:518x 111/2 11.18 25.20 51.47 Extra Long: 6:1/8 x 17 13.87 33.51 82.65 10 127.39 174.23 248.58 305.89 44.92 68.44 4357 Std. Length: 6: Va x 13 13.33 29.76 56.99 ____ Extra Long: 6: 5/&x 17 13.87 33.51 82.65 12 136.76 197.79 263.40 364.54 53.12 76.53 52.64 Std. Length: 8: x 13 13.33 29.76 56.99 Extra Long: 8:1/8 x 18 14.71 35.49 88.71 XR501 End-Caps are also available. Contact your Romac representative for more information. )FIexible couplings do not provide protection against possible -U pullout of pipe ends in unrestrained conditions. 2-9 0 0 . CARLSBAD FIRE DEPARTMENT Fire Prevention Division 1635 Faraday Avenue - Carlsbad, CA 92008 760.602.4665 WATER AVAILABILITY FORM SECTION A: TO BE COMPLETED BY CUSTOMER PROJECT NAME: 2310 Camino Vida Roble SR#: (Assigned upon plan submittal) PROJECT ADDRESS: 2310 Camino Vida Roble CITY: Carlsbad PHONE: ( 858) 444-2024 (Mark Keller l Cosco Fire) FAX NUMBER: (858) 444-2056 Largest Building (ft.2): Sprinkled? Construction Type: SECTION B: TO BE COMPLETED BY LOCAL WATER COMPANY. CUSTOMER TO PROVIDE RESULTS TO CFD. Water Purveyor: City of Carlsbad Location of test (reference map required): Camino Vida Roble west of El Camino Real TEST INFORMATION IS VALID FOR 6 MONTHS FROM DATE PERFORMED Flow Test Results Static pressure: 126 PSI Hydrant Number (if applicable):H40480 Elevation of test: 260 est. Feet otTu :L Total Flow: 8,000 GPM Residual Pressure 101 PSI At peak demand, this water system is capable of providing a fire flow discharge of 20 psi greater than 8,000 gpm. 'Test to be performed as close as possible to the time the most conservative flows and pressures are expected. Note: If the water availability information was obtained in a manner other than a flow test (i.e. computer modeling), fill out the information above as applicable and check here: x Name: Jennifer R. Mael, P.E. Eng. Lic. No. (if applicable):C69606 Signature Date: 11/04/2016 2310 Camino Vida Roble 00 80 12 : H:riuKAø/ Prepared By: Jennifer R. Mael, P.E. - MCS Date: 11/4/2016 1:26:44 PM S 0 0 - - - Fire Protection by Computer Design COSCO FIRE PROTECTION INC. 4990 GREENCRAIG LANE SAN DIEGO, CA 92123 858-444-2000 Job Name Camino Vida Roble Backflow Install Building A Building : FP1 of 2 Location : 2310 Camino Vida Roble System : Building A Contract : 10.CA_5334 Data File : 10.CA_5334 Camino Vida Roble Backflow Install CALC A.WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 S COSCO FIRE PROTECTION INC. Camino Vida Roble Backflow Install Building A HYDRAULIC CALCULATIONS 0 for Project name: Camino Vida Roble Backflow Install Building A Location: 2310 Camino Vida Roble Drawing no: FP1 of 2 Date: 11-4-16 Design Remote area number: Building A Remote area location: 2310 Camino Vida Roble Occupancy classification: na Density: .001 - Gpm/SqFt Area of application: na - SqFt Coverage per sprinkler: .001 - SqFt Type of sprinklers calculated: na No. of sprinklers calculated: na In-rack demand: na - GPM Hose streams: 250 - GPM Total water required (including hose streams): 613.2 -GPM Type of system: na Volume of dry or preaction system: na - Gal Water supply information Date: 11-4-16 Location: Job Site Source: Static126 Residual101 Flow8000 Name of contractor. COSCO FIRE PROTECTION INC. Address: 4990 GREENCRAIG LANE I SAN DIEGO, CA 92123 Phone number: 858-444-2000 Name of designer: M.KELLER Authority having jurisdiction: CARLSBAD FIRE DEPARTMENT Notes: (Include peaking information or gridded systems here.) Page 1 Date 11-4-16 @ 104.772-Psi Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Sup I Curve C COSCO FIROOTECTION INC. Page Camino Vida Roble Backflow Install Building A Date 114-16 City Water Supply: Demand: Cl - Static Pressure : 113.4 Dl - Elevation : -1.083 C2 - Residual Pressure: 88.4 D2 - System Flow : 363.2 C2 - Residual Flow : 8000 D2 - System Pressure : 104.772 Hose ( Demand) : 250 03 - System Demand :613.2 Safety Margin : 8.412 150 140 130 120 : R 110 E 100 - C2 S 90 - - 80 u70 R6° E5° 40 30 20 10 1012000 3000 4000 5000 6000 7000 8000 9000 FLOW( N"1.85) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary COSCO FIR•OTECTION INC. Page Camino Vida Roble Backflow Install Building A Date 11-4-16 Fitting Legend Abbrev. Name % % 1 1% 11/2 2 2% 3 31/2 4 5 6 8 10 12 14 16 18 20 24 F NFPA 1345Elbow 1 1 1 1 2 2 3 G NFPA 13Gate Valve 0 0 0 0 0 1 1 L NFPA 13 Long Turn Elbow 0.5 1 2 2 2 3 4 T NFPA 13 90 Flow thru Tee 3 4 5 6 8 10 12 3 3 4 5 7 9 11 13 17 19 21 24 28 1 1 2 2 3 4 5 6 7 8 10 11 13 5 5 6 8 9 13 16 18 24 27 30 34 40 15 17 20 25 30 35 50 60 71 81 91 101 121 Units Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters. Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors of 120 except as noted with *• The fittings marked with a * show equivalent lengths values supplied by manufacturers based on specific pipe diameters and CFactors and they require no adjustment. All values for fittings not marked with a * will be adjusted in the calculation for CFactors of other than 120 and diameters other than Sched 40 per NFPA. Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Pressure / Flow Summary - STANDARD COSCO FIRE PROTECTION INC. Page 4 Camino Vida Roble Backflow Install Building A Date 11-4-16 Node Elevation K-Fact Pt Pn Flow Density Area Press Actual Actual Req. BOR2 0.5 90.37 na UG1 -3.0 91.89 na UG2 -3.0 91.89 na HYD1 -3.0 91.89 na BOR1 0.5 90.1 na 363.2 UG3 -3.0 91.89 na HYD2 -3.0 92.32 na 250.0 BF1 -3.0 92.79 na BF2 -3.0 107.05 na TEST 3.0 104.77 na The maximum velocity is 4.25 and it occurs in the pipe between nodes HYD2 and BF1 S S Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams - 2007 COSCO FIRE PROTECTION INC. Page 5 Camino Vida Roble Backflow Install Building A Date 11-4-16 yd. Qa Dia. Fitting Pipe Pt Pt f. "C" or Ftng's Pe Pv ******* Notes oint Qt Pf/Ft Eqv. Ln. Total Pf Fin BOR2 0.0 6.16 L 12.911 11.500 90.370 to 140.0 0.0 12.911 1.516 UG1 0.0 0.0 0.0 24.411 0.0 Vel = 0 UG1 0.0 5.86 G 3.834 22.000 91.886 .to 150.0 L 11.503 15.337 0.0 UG2 0.0 0.0 0.0 37.337 0.0 Vet = 0 UG2 0.0 7.68 T 43.857 167.000 91.886 to 150.0 0.0 43.857 0.0 HYD1 0.0 0.0 0.0 210.857 0.0 Vet = 0 HYDI 0.0 7.68 0.0 63.000 91.886 to 150.0 0.0 0.0 0.0 UG3 0.0 0.0 0.0 63.000 0.0 Vel = 0 0.0 0.0 91.886 K Factor 0 BOR1 363.20 6.16 L 12.911 11.500 90.100 Qa= 363.20 to 140.0 G 4.304 60.252 1.516 UG3 363.2 0.0038 T 43.037 71.752 0.270 Vel = 3.91 UG3 0.0 7.68 2F 22.555 343.000 91.886 to 150.0 L 16.29 38.845 0.0 HYD2 363.2 0.0011 0.0 381.845 0.432 Vel = 2.52 D2 250.00 7.68 L 16.29 141.000 92.318 Qa = 250 w 150.0 0.0 16.290 0.0 BF1 613.2 0.0030 0.0 157.290 0.470 Vel = 4.25 BF1 0.0 8.27 T 55.354 14.000 92.788 to 140.0 2L 41.12 96.474 14.000 **Fixed Loss ..14 BF2 613.2 0.0024 0.0 110.474 0.261 Vel = 3.66 BF2 0.0 7.68 G 5.012 59.000 107.049 to 150.0 T 43.857 48.869 -2.599 TEST 613.2 0.0030 0.0 107.869 0.322 Vel = 4.25 0.0 613.20 - 104.772 K Factor= 59.91 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 S - - - Fire Protection by Computer Design COSCO FIRE PROTECTION INC. 4990 GREENCRAIG LANE SAN DIEGO, CA 92123 858-444-2000 Job Name : Camino Vida Roble Backflow Install Building B Building FPI of 2 Location 2320 Camino Vida Roble System : Building B Contract : 10.CA 5334 Data File : 10.CA_5334 Camino Vida Roble Backflow Install CALC B.WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 COSCO FIRE PROTECTION INC. Page 1 Camino Vida Roble Backflow Install Building B Date 11-4-16 HYDRAULIC CALCULATIONS for Project name: Camino Vida Roble Backflow Install Building B Location: 2320 Camino Vida Roble Drawing no: F P 1 of 2 Date: 11-4-16 Design Remote area number: Building B Remote area location: 2320 Camino Vida Roble Occupancy classification: na Density: .001 - Gpm/SqFt Area of application: na - SqFt Coverage per sprinkler: .001 - SqFt Type of sprinklers calculated: na No. of sprinklers calculated: na In-rack demand: na - GPM Hose streams: 250 - GPM Total water required (including hose streams): 595.5 -GPM @ 83.936 - Psi Type of system: na Volume of dry orpreaction system: na - Gal Water supply information Date: 11-4-16 Location: Job Site Source: Static126 psi Residual= 101 psi Flow8000 gpm Name of contractor. COSCO FIRE PROTECTION INC. Address: 4990 GREENCRAIG LANE I SAN DIEGO, CA 92123 Phone number: 858-444-2000 Name of designer: M. Keller Authority having jurisdiction: Carlsbad Fire Department Notes: (Include peaking information or gridded systems here.) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 C Water Sui Curve C COSCO FIROTECTION INC. Page Camino Vida Roble Backflow Install Building B Date 11-4-16 City Water Supply: Demand: Cl - Static Pressure : 113.4 Dl - Elevation : 0.217 C2 - Residual Pressure: 88.4 D2 - System Flow : 345.5 C2 - Residual Flow : 8000 D2 - System Pressure : 83.936 Hose ( Demand) : 250 D3 - System Demand : 595.5 Safety Margin : 29.260 150 140 130 In 120 R 110 E 100 C2 90 D2 S 80 u70 R60 E5° 40 30 20 10 1002000 3000 • 4000 5000 6000 7000 8000 9000 FLOW( N A 1.85) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary COSCO FIR•OTECTION INC. Page Camino Vida Roble Backflow Install Building B Date 11-4-16 Fitting Legend Abbrev. Name ¼ % 1 1% 1% 2 21/2 3 31/2 4 5 6 8 10 12 14 16 18 20 24 F NFPA I345Elbow 1 1 1 G NFPA 13 Gate Valve 0 0 0 L NFPA 13 Long Turn Elbow 0.5 1 2 T NFPA 139O Flow thruTee 3 4 5 1 0 2 6 2 0 2 8 2 1 3 10 3 1 4 12 3 1 5 15 3 1 5 17 4 2 6 20 5 2 8 25 7 3 9 30 9 4 13 35 11 5 16 50 13 6 18 60 17 7 24 71 19 21 8 10 27 30 81 91 24 11 34 101 28 13 40 121 Units Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters. Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors of 120 except as noted with *• The fittings marked with a * show equivalent lengths values supplied by manufacturers based on specific pipe diameters and CFactors and they require no adjustment. All values for fittings not marked with a * will be adjusted in the calculation for CFactors of other than 120 and diameters other than Sched 40 per NFPA. Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Pressure / Flow Summary- STANDARD COSCO FIRE PROTECTION INC. Page 4 Camino Vida Roble Backflow Install Building B Date 11-4-16 ode Elevation K-Fact Pt Pn Flow Density Area Press Actual Actual Req. BOR2 0.5 67.02 na 345.56 UG1 -3.0 68.62 na UG2 -3.0 68.76 na HYD1 -3.0 68.98 na 250.0 BOR1 0.5 67.64 na UG3 -3.0 69.16 na HYD2 -3.0 70.24 na BF1 -3.0 70.68 na BF2 -3.0 84.93 na TEST 0.0 83.94 na The maximum velocity is 4.12 and it occurs in the pipe between nodes HYD1 and UG3 n Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams - 2007 COSCO FIRE PROTECTION INC. Page 5 Camino Vida Roble Backflow Install Building B Date 11-4-16 yd. Qa Dia. Fitting Pipe Pt Pt f. foci.or Ftng's Pe Pv ******* Notes mt Qt Pf/Ft Eqv. Ln. Total Pf Pn BOR2 345.50 6.16 L 12.911 11.500 67.020 Qa= 345.56 to 140.0 0.0 12.911 1.516 UGI 345.5 0.0034 0.0 24.411 0.084 Vel = 3.72 UG1 0.0 5.86 G 3.834 22.000 68.620 to 150.0 L 11.503 15.337 0.0 UG2 345.5 0.0039 0.0 37.337 0.144 Vel = 4.11 UG2 0.0 7.68 T 43.857 167.000 68.764 to 150.0 0.0 43.857 0.0 HYD1 345.5 0.0010 0.0 210.857 0.217 Vel = 2.39 HYD1 250.00 7.68 0.0 63.000 68.981 Qa = 250 to 150.0 0.0 0.0 0.0 UG3 595.5 0.0028 0.0 63.000 0.178 Vel = 4.12 0.0 595.50 69.159 KFactor= 71.61 BOR1 0.0 6.16 L 12.911 11.500 67.643 to 140.0 G 4.304 60.252 1.516 UG3 0.0 0.0 T 43.037 71.752 0.0 Vel = 0 UG3 595.50 7.68 2F 22.555 343.000 69.159 to 150.0 L 16.29 38.845 0.0 HYD2 595.5 0.0028 0.0 381.845 1.079 Vel = 4.12 YD2 0.0 7.68 L 16.29 141.000 70.238 0 150.0 0.0 16.290 0.0 BF1 595.5 0.0028 0.0 157.290 0.445 Vel = 4.12 BF1 0.0 8.27 T 55.354 14.000 70.683 to 140.0 2L 41.12 96.474 14.000 **Fixed Loss 14 BF2 595.5 0.0022 0.0 110.474 0.247 Vel = 3.56 BF2 0.0 7.68 G 5.012 59.000 84.930 to 150.0 T 43.857 48.869 -1.299 TEST 595.5 0.0028 0.0 107.869 0.305 Vel = 4.12 0.0 595.50 - 83.936 K Factor = 65.00 I Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087