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Home My WebLink AboutPRODUCT DATA - 19-00015 - 2300 University Blvd - Madison High School Classroom & Gym Addition410 SWAY BRACE FITTING SIZE - MATERIAL- FINISH - FUNCTION - INSTALLATION - 410 ee drawing ASSEMBLY - FEATURES ORDERING - 1 thru 8 inch pipe. Carbon Steel Plain, E.G., and H.D.G. Per NFPA13. Longitudinal Per NFPA 13 Align bolt flanges parallel to sway brace - s . * UL Horizontal Load Rating: 1-3 pipe size = 500# 4-8 pipe size = 2015# * Made with 1/2" bolts to conform with sway brace fittings. Part #, pipe size and finish. or OPA-0601 See Website fitting of an sway brace assembly. and these instructions. Assemble over pipe to be braced, install series attachment end on outside of clamp ears and tighten bolts to minimum required torque of 40 ft.lbs. - S.S. (Type 304). LISTING/APPROVAL- 203A-EX 2625, 203-EX 2551 Listed only for use with other bracing products. OSHPD 410 70 see drawing. AFCON AFCON 078 410 . is the preferred assembly component for use with the Part # 077 Part # 078 Part # 410 Specific products are exclusively designed to be compatible with other products including parts and fasteners, resulting in a listed sway brace, restrainer or hanger assembly. the following warranty restriction will apply. - will warrant against the failure of its products when used in combination with other products, partsor systems not manufactured or sold by . shall be liable under any circumstances whatsoever for any direct or indirect, incidental or consequential damages of any kind, including but not limited to loss of business or profit, when non- products have been, or are used. AFCON AFCON AFCON AFCON AFCON AFCON ONLY Be advised DISCLAIMER NOT NOT 8/08 P.O. Box 3365 South El Monte, CA 91733 626.444.0541 Fax 626.444.3887 www. Afcon.org CADCAD PROJECT INFORMATION APPROVAL STAMP Project:q Approved Address:q Approved as noted Contractor:q Not approved Engineer:Remarks: Submittal Date: Notes 1: Notes 2: SEISMIC BRACES PH-1.18 Fig. AF077 (Formerly Afcon Fig. 077) Sway Brace Swivel Attachment Size Range: Brace Pipe: 1" through 11/2" Sch. 40; Anchor Size: 1/2" Material: Carbon Steel Finish: q Plain or q Electro-Galvanized per ASTM B633 Service: A seismic swivel attachment designed to connect brace pipe to the building structure or to a seismic structural attachment. The Sway Brace Swivel Attachment rigidly braces piping systems subjected to horizontal seismic loads. Approvals: cULus Listed (UL 203a) and FM Approved (FM 1950-10 & FM 1950-13). Complies with the hanging and bracing requirements listed in NFPA 13. Features: • Field adjustable design requires no threading of the brace pipe • The set screw design provides a visual indication that the desired torque value has been achieved. Installation Instructions: • Insert anchor though the mounting hole and into the structure or seismic structural attachment. • For connection to Fig. AF085, AF086, AF087, and AF779 seismic structural attachments, the bolt and nuts shall be installed wrench tight (typically finger tight plus 1/4 to 1/2 turns). • For connection to concrete, wood, timber, steel, and other structures, install fasteners per the fastener manufacturer’s installation instructions. • Insert Sch. 40 brace pipe into the bracket end. The brace pipe should extend a minimum of 0.50" past the back of the bracket. • Torque set screw until the head bottoms out on the bracket. • Check the cross bolt and nut and ensure the nut is wrench tight. • Fire Protection applications shall also be installed per the requirements of NFPA 13 and local codes. Ordering: Specify brace pipe size, figure number, finish, and description. Notes: Anvil International® brand bracing components are designed to be compatible ONLY with other Anvil International® brand bracing components, resulting in a Listed seismic bracing assembly. Updated UL listing information may be viewed at www.ul.com and updated FM approval information may be viewed at www.approvalguide.com. Disclaimer: Anvil International (“Anvil”) does not provide any warranties and specifically disclaims any liability whatsoever with respect to Anvil bracing products and components that are used in combination with products, parts or systems not manufactured or sold by Anvil. In no event shall Anvil be liable for any incidental, direct, consequential, special or indirect damages or lost profits where non-Anvil bracing components have been, or are used. SeisBrace® Seismic Fire Protection Design Tool may be accessed at www.seisbrace.com SEISMIC BRACES Fig. AF077 (Formerly Afcon Fig. 077) Sway Brace Swivel Attachment (cont.) FIG. AF077 cULus MAX SEISMIC HORIZONTAL LOADS: DIMENSIONS (IN) • LOADS (LBS) Brace Pipe Size FastenerSize Max Seismic Brace Load Max Service Pipe Size 1 - 11/4 1/2 1000 4 FIG. AF077 FM MAX SEISMIC HORIZONTAL ASD LOADS**: DIMENSIONS (IN) • LOADS (LBS) BracePipe Size FastenerSize Max Seismic Brace Load at Brace Pipe Angle* 30-44 45-59 60-74 75-90 1 - 11/4 1/2 430 620 760 840 * Brace Pipe Angles are determined from vertical. **The allowable FM approved capacity of brace subassemblies are listed in Allowable Stress Design (ASD). For Load Resistance Factor Design (LRFD) capacities, the above values will need to be multiplied by 1.5. FIG. AF077 HORIZONTAL PRYING FACTORS (Pr) PER NFPA: ANGLES (DEG) Brace Orientation*A B C D E F G H I Brace Angle**30-44 45-59 60-90 30-44 45-59 60-90 30-44 45-59 60-90 Prying Factor (Pr)3.724 2.150 1.375 2.150 2.150 2.250 2.750 1.945 1.588 * Brace Orientation per NFPA 13-2016 Figure 9.3.5.12.1.** Brace Pipe Angles are determined from vertical. 0.50" Min. FIG. AF077: DIMENSIONS (IN) • WEIGHT (LBS) Fastener Size Brace Size A B C D E L W Weight 1⁄2 1 1.00 1.83 1.25 1.38 11⁄8 23⁄16 21⁄8 1.12 11⁄4 27⁄16 1.28 Set Screw CFastener Hole W L E D B A PH-1.18 PH-1.18 PROJECT INFORMATION APPROVAL STAMP Project:q Approved Address:q Approved as noted Contractor:q Not approved Engineer:Remarks: Submittal Date: Notes 1: Notes 2: RING HANGERS FIG. 69: DIMENSIONS (IN) • LOADS (LBS) • WEIGHT (LBS) Pipe Size Max Load Weight Rod SizeA B C F GWidth 1⁄2 300 0.10 3⁄8 27⁄8 2 19⁄16 5/8 3⁄4 0.10 23⁄4 17⁄8 15⁄16 1 0.10 29⁄16 111⁄16 1 11⁄4 0.10 25⁄8 13⁄4 7⁄811⁄2 0.10 23⁄4 17⁄8 2 0.11 31⁄4 23⁄8 11⁄8 21⁄2 525 0.20 4 23⁄4 15⁄16 3/4 3 0.20 313⁄16 215⁄16 13⁄16 4 650 0.30 411⁄16 313⁄16 19⁄165 1,000 0.54 1⁄2 55⁄16 43⁄8 6 0.65 611⁄16 59⁄16 21⁄4 8 1.00 89⁄16 79⁄16 31⁄4 Fig. 69 (Formerly Afcon Fig. 300) Adjustable Swivel Ring, Tapped Per NFPA Standards Size Range: 1⁄2" through 8" Material: Carbon steel Finish: Strap is Pre-Galvanized Zinc Material. Nut is Zinc Plated. Service: Recommended for suspension of non-insulated stationary pipe line. Maximum Temperature: 450° F Approvals: Complies with Federal Specification A-A-1192A (Type 10), WW-H-171-E (Type 10), and ANSI/MSS SP-58 (Type 10). UL Listed and FM Approved (Sizes 3⁄4" - 8"). Features: • 1/2" - 2" sizes designed for use with steel and CPVC piping and manufactured with FBC System Compatible oil. • Threads are countersunk so that they cannot become burred or damaged. • Knurled swivel nut provides vertical adjustment after piping is in place. • Captured swivel nut in the 1⁄2" through 6" sizes. The capture is permanent in the bottom portion of the band, allowing the hanger to be opened during installation if desired, but not allowing the nut to fall completely out. Ordering: Specify size, figure number and name. Non-captured nut also available upon request. 21/2" through 8" Size 1/2" through 2" Size Rounded Edge Design 21/2" through 8" pipe1/2" through 1" pipe 1 1/4" through 2" pipe B C F CL G A B C CL G A F A BCF CL G 2004 EDITION DUCTILE IRON PIPE DESIGN FOR FIRE PROTECTION, WATER & WASTEWATERNSF® Certified toANSI/NSF 61 4"-64" DUCTILE IRON PIPE DESIGN NSF® Certified toANSI/NSF 61 P 286 6 . D I P . P I P E 2004 EDITION REVISED 2.04U.S. PIPE AND FOUNDRY CO. DUCTILE IRON PIPE DESIGN BRO-001 Table of Contents Ductile Iron Pipe 3 Laying Conditions 5 Design Method and Examples of Selection Method 6 Pressure Class 10 Thickness Class 11 Earth Load Plus Truck Load 12 Internal Pressure 21 Maximum Depth of Cover 22 Products for Water, Waste Water, and Fire Protection 15 Ductile Iron is a high strength, tough material used in water and wastewater systems in all 50 states of the United States and in many other areas of the world. Continuous testing and field experience have brought the production and use of Ductile Iron pipe to maturity. Although Ductile Iron is chemically akin to gray iron of low phosphorous content, there are significant differences. Ductile Iron must have a low sulfur content, requiring a desulfurizing treatment when the base metal is melted in a conventional cupola. After this, magnesium is added, which in turn is followed by a post-inoculation treatment with a silicon base alloy. These process steps cause a profound change in the manner that the carbon, as a graphite, is formed during the freezing of the iron. Instead of the interlaced flake form found in gray iron, the graphite develops myriads of isolated spheroids. The matrix becomes relatively continuous, thereby greatly increasing the strength, ductility and impact resistance of the metal. From the standpoint of mechanical properties, Ductile Iron more nearly resembles steel than gray iron. Ductile Iron has a modulus of elasticity of approximately 24 million psi. Long-term experience and exhaustive research have clearly established the excellent corrosion resistance of gray cast iron, and in normal environments, it serves indefinitely without special corrosion protection. The fact is well known that in more than 570 utilities in North America, cast iron pipe has served continuously for over a century. The development and use of Ductile Iron pipe made it possible to evaluate its service characteristics as compared to gray iron pipe and it has been confirmed that its corrosion resistance is equal to or greater than the excellent resistance of gray iron pipe. It has also been learned through both laboratory testing and field experience that Ductile Iron is far less susceptible to structural failure resulting from corrosion attack than is gray iron. Ductile Iron Pipe Research Association (DIPRA) published a proven environmental evaluation system which allows engineers and utilities to determine areas of required external protection for cast gray iron pipe. Knowledge of the comparative corrosion resistance of Ductile Iron pipe makes it proper to apply the same environmental evaluation procedures to this material. Since years of experience had established that corrosion protection of iron pipe cannot be provided, or even significantly enhanced, by merely increasing pipe wall thickness, DIPRA discovered that loose polyethylene encasement provided excellent protection against soil corrosion as well as stray direct current. This material provides the same complete protection for Ductile Iron as for gray iron pipe. DIPRA has recommended polyethylene encasement for thousands of miles of gray and Ductile Iron pipe in severely corrosive soil areas. Polyethylene encasement has been proven to be an extremely effective and economical corrosion protection system. NOTE: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 Polyethylene Encasement for Ductile Pipe Systems, for proper external protection procedures. Design methods conform to ANSI/AWWA C150/A21.50. The mechanical properties of U.S. Ductile Iron pipe conform to ANSI/AWWA C151/A21.51. ANSI/AWWA Standards DUCTILE IRON PIPE DESIGN NSF® Certified toANSI/NSF 61 P 386 6 . D I P . P I P E 2004 EDITION REVISED 2.04U.S. PIPE AND FOUNDRY CO. DUCTILE IRON PIPE DESIGN BRO-001 Ductile Iron Pipe In 1971, ANSI Standards Committee A21, under the sponsorship of AWWA, NEWWA, AGA and ASTM (the Committee responsible for the current revision of ANSI/AWWA C150/A21.50) developed ANSI/AWWA C105/A21.5 - Polyethylene Encasement for Ductile Pipe Systems, which provides details on material and installation and incorporates DIPRA’s 1968 evaluation procedure as an appendix. Corrosion resistance data, extensive field service experience and accurate soil evaluation, together with proven corrosion prevention using polyethylene encasement, have demonstrated the correctness of the revision of ANSI/AWWA C150/A21.50. Designers may now approach any known set of field conditions with confidence in the knowledge that properly designed and installed Ductile Iron pipe will not fail because of corrosion. The 1991 Revisions of ANSI/AWWA C150/A21.50 and ANSI/AWWA C151/A21.51 include tables with the nominal thickness for each of the standard pressure classes. These standard pressure classes are defined as the rated water working pressure, in psi, of the pipe. The nominal thicknesses shown for these standard pressure classes are adequate for the rated working pressure plus a surge allowance of 100 psi. Other tables in these two standards show the dimensions and weights for special classes of pipe. These “Special Classes” are the thickness classes of the “50” series (i.e. Thickness Class 50, Thickness Class 52, etc.) which have been a part of these standards for a number of years. 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. DUCTILE IRON PIPE DESIGN NSF® Certified toANSI/NSF 61 P 486 6 . D I P . P I P E 2004 EDITION REVISED 2.04U.S. PIPE AND FOUNDRY CO. DUCTILE IRON PIPE DESIGN BRO-001 Ductile Iron Pipe (cont.) DUCTILE IRON PIPE DESIGN NSF® Certified toANSI/NSF 61 P 586 6 . D I P . P I P E 2004 EDITION REVISED 2.04U.S. PIPE AND FOUNDRY CO. DUCTILE IRON PIPE DESIGN BRO-001 LAYING CONDITIONS DESCRIPTION E 1 BEDDING KB KX ANGLE Flat-bottom trench.† Loose backfill. 150 30º 0.235 0.108 Type 1* Flat-bottomed trench.† Backfill lightly 300 45º 0.210 0.105 consolidated to centerline of pipe. Type 2 Pipe bedded in 4" minimum loose 400 60º 0.189 0.103 soil.†† Backfill lightly consolidated to top of pipe. Type 3 Pipe bedded in sand, gravel or 500 90º 0.157 0.096 crushed stone to depth of 1/8 pipe diameter, 4" minimum. Backfill compacted to top of pipe. (Approximately 80% Standard Proctor AASHTO T-99.)** Type 4 Pipe bedded to its centerline in 700 150º 0.128 0.085 compacted granular material, 4" minimum under pipe. Compacted granular or select material†† to top of pipe. (Approximately 90 percent Standard Proctor, AASHTO T-99)**Type 5 *For 14" and larger pipe, consideration should be given to the use of laying conditions other than Type 1. † “Flat-bottom” is defined as undistributed earth. †† “Loose soil” or “select material” is defined as native soil excavated from the trench, free of rocks, foreign materials and frozen earth. ** AASHTO T-99, “Standard Method of Test for the Moisture-Density Relations of Soils Using a 5.5 lb. (2.5 kg.) Rammer and a 12 in. (305 mm) Drop.” Available from the American Association of State Highway and Transportation Officials, 444 N. Capital St. N.W., Washington, D.C. 20001 Table 1. Design Values for Standard Laying Conditions Laying Conditions NOTE: The tables in this brochure are taken from ANSI/AWWA C150/A21.50 and are the standard values of earth load, truck load and surge pressures contained therein. For a more detailed description of the equations, etc. refer to ANSI/AWWA C150/A21.50 and ANSI/AWWA C151/A21.51. DUCTILE IRON PIPE DESIGN NSF® Certified toANSI/NSF 61 P 686 6 . D I P . P I P E 2004 EDITION REVISED 2.04U.S. PIPE AND FOUNDRY CO. DUCTILE IRON PIPE DESIGN BRO-001 The thickness of Ductile Iron pipe is determined by considering trench load and internal pressure separately. Calculations are made for the thicknesses required to resist the bending stress and the deflection caused by trench load. The larger of the two is selected as the thickness required to resist trench load. Calculations are then made for the thickness required to resist the hoop stress of internal pressure. The larger of these is selected as the net design thickness. To this net thickness is added a service allowance to obtain the minimum manufacturing thickness, and a casting tolerance to obtain the total calculated thickness. The standard thickness and the pressure class for specifying and ordering are selected from a table of standard pressure classes. (Table 2, page 10.) The reverse procedure is used to determine the rated working pressure and maximum depth of cover for pipe of a given class. Trench Load, Pv. Trench load is expressed as vertical pressure in pounds per square inch and is equal to the sum of earth load Pe and truck load Pt. Earth Load, Pe. Earth load is computed as the weight of the unit prism of soil with a height equal to the distance from the top of the pipe to the ground surface. The unit weight of backfill soil is taken to be 120 lb/cu ft. Truck Load, Pt.The truck loads are those specified in ANSI/AWWA C150/A21.50 and are for a single AASHTO H-20 truck on unpaved road or flexible pavement, 16,000-lb. wheel load, and 1.5 impact factor. Design for Trench Load The design bending stress fis 48,000 psi, which provides at least a 1.5 safety factor based on min- imum ring yield strength and a 2.0 safety factor based on ultimate strength. The design deflection ∆X is 3 percent of the outside diameter of the pipe, which is well below the deflection that might damage cement linings. For a flexible lining, ∆X is limited to 5% of the outside diameter of the pipe. Design values of the trench parameters E1, KB, and Kx are given in Table 1. Design for Internal Pressure. The thickness required to resist the internal working pressure is calculated using the Barlow formula. Where t is the net thickness in inches Pi is the design internal pressure, which is equal to the safety factor of 2.0 times the sum of working pressure (Pw) in pounds per square inch, plus 100 psi surge allowance (Ps). That is Pi = 2.0 (Pw + Ps). If anticipated surge pressures are greater than 100 psi, then the maximum anticipated pressure must be used. D is the outside diameter of the pipe in inches, and S is the minimum yield strength in tension (42,000 psi). Pi D 2S Design Method & Examples of Selection Method t = DUCTILE IRON PIPE DESIGN NSF® Certified toANSI/NSF 61 P 786 6 . D I P . P I P E 2004 EDITION REVISED 2.04U.S. PIPE AND FOUNDRY CO. DUCTILE IRON PIPE DESIGN BRO-001 The following are examples of the use of the tables in this brochure. For a more detailed, mathematical design description, please refer to ANSI/AWWA C150/A21.50. Example No. 1 Select the thickness for 24" Ductile Iron pipe laid on a flat bottom trench with backfill lightly consolidated and laying condition Type 2 under 10 feet of cover for a working pressure of 300 psi. Step 1. Design for Trench Load Turn to Table 4 and find the section on 24" pipe. Under the column labeled Depth of Cover enter the table at 10 ft. of cover and find the total calculated thickness under laying condi- tion Type 2. The total calculated thickness for Type 2 laying condition, 24" pipe and 10 ft. of cover is 0.36", use Class 250. Step 2. Design for Internal Pressure Turn to Table 2 and enter the table at 24" pipe and find the total calculated thickness under the column marked Class 300. The nominal thickness required is 0.40". Step 3. Selection of Total Calculated Thickness Select the larger thickness from Steps 1 and 2. Step 1 = .36", Use Class 250 Step 2 = .40", Use Class 300 Since the answer derived in Step 2 is greater, the correct pressure class to use is 300, which has .40" metal thickness. Design Examples To Help in Using the Tables in This Brochure NOTE:A shortcut procedure using the tables in this brochure for Example No. 1 is as follows: Step 1: For trench loading requirements: Go to the 24" size information in Table 4, page 12. Follow down the second column, Depth of Cover, to 10 feet. For that depth of cover read across horizontally for the pressure class required for the various trench types. In this case, a Type 2 trench requires a pressure class 250 and Type 3 through Type 5 trenches require a pressure class 200. Thus, pressure class 200 is adequate if a Type 3, 4 or 5 trench is used. Step 2: For internal pressure requirements: Simply use the pressure class, recognizing that the thickness for a pressure class includes a 100 psi surge allowance. Adjustments can be made where the design surge pressure differs from the 100 psi surge allowance. For Example No. 1, the internal pressure requirement necessitates use of a minimum pressure class 300. Step 3: Selection of pressure class: The trench conditions call for a minimum pressure class 200, whereas internal pressure requires a minimum pressure class 300. Thus, internal pressure controls and pressure class 300 must be used. DUCTILE IRON PIPE DESIGN NSF® Certified toANSI/NSF 61 P 886 6 . D I P . P I P E 2004 EDITION REVISED 2.04U.S. PIPE AND FOUNDRY CO. DUCTILE IRON PIPE DESIGN BRO-001 Example No. 2 Select the thickness for a 16" Ductile Iron pipe buried under 27' of cover in a Type 4 trench, with 75 psi internal working pressure. Step 1. Design for Trench Load Turn to Table 4 and find the section on 16" pipe. Notice that there is no 27' depth of cover listed, therefore, it is necessary to interpolate between 24' and 28' to determine the thickness required. Interpolating: 27 - 24 = 3 28 - 24 = 4 .34" - .30" = .04" (3/4) x .04" = .03" .03" + .30" = .33" Total Calculated Thickness See Table 2, use Class 350. Step 2. Design for Internal Pressure Turn to Table 2 Step 3. Selection of Total Calculated Thickness Select the larger thickness from Step 1 and Step 2 Step 1 = .33", Class 350 Step 2 = .30", Class 250 The larger thickness calculated in Step 1 would require Pressure Class 350 pipe be used. Design Examples To Help in Using the Tables in This Brochure (cont.) DEPTH OF TYPE 4 TOTAL COVER CALCULATED THICKNESS Feet Inches 24 0.30 28 0.34 NOTE:For 16" pipe, the lowest nominal thickness available is 0.30" or Class 250. DUCTILE IRON PIPE DESIGN NSF® Certified toANSI/NSF 61 P 986 6 . D I P . P I P E 2004 EDITION REVISED 2.04U.S. PIPE AND FOUNDRY CO. DUCTILE IRON PIPE DESIGN BRO-001 Example No. 3 A 48" Ductile Iron cement lined gravity sewer is to be installed under 14' of cover beneath the pavement of city streets. Select the proper thickness class and laying conditions. Step 1. Design for Trench Load Table 4 gives thickness for 48" pipe using laying conditions Type 2 through Type 5. For 14' of cover, the following calculated thicknesses and pressure classes are found: Type 2 = .67", Class 350 Type 3 = .60", Class 300 Type 4 = .49", Class 200 Type 5 = .33", Class 150 Since this pipe is to be installed beneath city streets a good deal of compaction is required to pre- vent settlement under the pavement. Also considerable savings in cost of piping can be obtained by choosing a compacted granular bedding. As can be seen above, laying conditions Type 5 offers the most economical pipe. Referring to Table 1, on page 5, laying condition Type 5 is “Pipe bedded in compacted granular material to the centerline of the pipe. Compacted granular or select mate- rial to the top of the pipe (approximately 90% Standard Proctor density, AASHTO T-99.)” Step 2. Internal Pressure Design Since this is a gravity sewer, internal pressure is assumed to be zero (0) psi. Therefore Pressure Class 150 is adequate. Step 3. Selection of Total Calculated Thickness The pressure class selected is dependent on the type of trench used. This example illustrates the designer’s choice of pressure classes based on a) the compaction required to support overlying construction and b) piping versus trench costs. Design Examples To Help in Using the Tables in This Brochure (cont.) DUCTILE IRON PIPE DESIGN NSF® Certified toANSI/NSF 61 P 1086 6 . D I P . P I P E 2004 EDITION REVISED 2.04U.S. PIPE AND FOUNDRY CO. DUCTILE IRON PIPE DESIGN BRO-001 Table 2. Nominal Thickness for Standard Pressure Classes of Ductile-Iron Pipe PRESSURE CLASS* OUTSIDE NOMINAL THICKNESS Inches CASTING SIZE DIAMETER 150 200 250 300 350 TOLERANCES Inches Inches Inches 3 3.96 — — — — 0.25** 0.05 4 4.80 — — — — 0.25** 0.05 6 6.90 — — — — 0.25** 0.05 8 9.05 — — — — 0.25** 0.05 10 11.10 — — — — 0.26 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 0.37 0.40 0.43 0.07 30 32.00 0.34 0.38 0.42 0.45 0.49 0.07 36 38.30 0.38 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 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 above include the 0.08" service allowance and the casting tolerance listed below by size ranges. Dimensions and weights of Special Classes (Thickness Classes) are found on page 11. * 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. Pressure Class SIZE Inches OUTSIDE DIAMETER Inches DUCTILE IRON PIPE DESIGN NSF® Certified toANSI/NSF 61 P 1186 6 . D I P . P I P E 2004 EDITION REVISED 2.04U.S. PIPE AND FOUNDRY CO. DUCTILE IRON PIPE DESIGN BRO-001 Table 3. Special Thickness Classes of Ductile Iron Pipe. NOTE:To convert inches (in.) to millimeters (mm), multiply by 25.4. THICKNESS CLASS Inches 50 51 52 53 54 55 56 4 4.80 — 0.26 0.29 0.32 0.35 0.38 0.41 6 6.90 0.25 0.28 0.31 0.34 0.37 0.40 0.43 8 9.05 0.27 0.30 0.33 0.36 0.39 0.42 0.45 10 11.10 0.29 0.32 0.35 0.38 0.41 0.44 0.47 12 13.20 0.31 0.34 0.37 0.40 0.43 0.46 0.49 14 15.30 0.33 0.36 0.39 0.42 0.45 0.48 0.51 16 17.40 0.34 0.37 0.40 0.43 0.46 0.49 0.52 18 19.50 0.35 0.38 0.41 0.44 0.47 0.50 0.53 20 21.60 0.36 0.39 0.42 0.45 0.48 0.51 0.54 24 25.80 0.38 0.41 0.44 0.47 0.50 0.53 0.56 30 32.00 0.39 0.43 0.47 0.51 0.55 0.59 0.63 36 38.30 0.43 0.48 0.53 0.58 0.63 0.68 0.73 42 44.50 0.47 0.53 0.59 0.65 0.71 0.77 0.83 48 50.80 0.51 0.58 0.65 0.72 0.79 0.86 0.93 54 57.56 0.57 0.65 0.73 0.81 0.89 0.97 1.05 Thickness Class DUCTILE IRON PIPE DESIGN NSF® Certified toANSI/NSF 61 P 1286 6 . D I P . P I P E 2004 EDITION REVISED 2.04U.S. PIPE AND FOUNDRY CO. DUCTILE IRON PIPE DESIGN BRO-001 4 2.5 0.19 350 0.18 350 0.17 350 0.16 350 0.15 350 4 3 0.19 350 0.18 350 0.17 350 0.16 350 0.15 350 4 4 0.18 350 0.17 350 0.16 350 0.15 350 0.15 350 4 5 0.18 350 0.17 350 0.16 350 0.15 350 0.15 350 4 6 0.18 350 0.17 350 0.16 350 0.15 350 0.15 350 4 7 0.18 350 0.17 350 0.16 350 0.15 350 0.15 350 4 8 0.18 350 0.17 350 0.16 350 0.15 350 0.15 350 4 9 0.18 350 0.17 350 0.16 350 0.15 350 0.15 350 4 10 0.18 350 0.17 350 0.16 350 0.16 350 0.15 350 4 12 0.19 350 0.18 350 0.17 350 0.16 350 0.15 350 4 14 0.19 350 0.18 350 0.17 350 0.16 350 0.15 350 4 16 0.20 350 0.19 350 0.18 350 0.16 350 0.15 350 4 20 0.21 350 0.20 350 0.19 350 0.17 350 0.15 350 4 24 0.21 350 0.21 350 0.20 350 0.18 350 0.16 350 4 28 0.22 350 0.21 350 0.20 350 0.19 350 0.16 350 4 32 0.23 350 0.22 350 0.21 350 0.19 350 0.16 350 6 2.5 0.22 350 0.20 350 0.19 350 0.17 350 0.16 350 6 3 0.21 350 0.19 350 0.18 350 0.17 350 0.15 350 6 4 0.20 350 0.18 350 0.17 350 0.16 350 0.15 350 6 5 0.19 350 0.18 350 0.17 350 0.16 350 0.15 350 6 6 0.19 350 0.18 350 0.17 350 0.16 350 0.15 350 6 7 0.20 350 0.18 350 0.17 350 0.16 350 0.15 350 6 8 0.20 350 0.18 350 0.17 350 0.16 350 0.15 350 6 9 0.20 350 0.19 350 0.18 350 0.16 350 0.15 350 6 10 0.21 350 0.19 350 0.18 350 0.16 350 0.15 350 6 12 0.21 350 0.20 350 0.18 350 0.17 350 0.16 350 6 14 0.22 350 0.20 350 0.19 350 0.17 350 0.16 350 6 16 0.23 350 0.21 350 0.20 350 0.17 350 0.16 350 6 20 0.24 350 0.22 350 0.21 350 0.18 350 0.16 350 6 24 0.25 350 0.24 350 0.22 350 0.19 350 0.17 350 6 28 — — 0.25 350 0.23 350 0.21 350 0.17 350 6 32 — — — — 0.24 350 0.22 350 0.17 350 NOTE:To convert inches (in.) to millimeters (mm), multiply by 25.4; to convert feet (ft.) to meters (m), multiply by 0.3048. *Pipe may be available for depths of cover greater than those shown in the table. †Total calculated thickness includes service allowance and casting tolerance added to net thickness.Table continued on next page. Table 4. Thickness for Earth Load Plus Truck Load TYPE 1 TYPE 2 TYPE 3 TYPE 4 TYPE 5 TOTAL USE TOTAL USE TOTAL USE TOTAL USE TOTAL USE DEPTH CALCULATED PRESSURE CALCULATED PRESSURE CALCULATED PRESSURE CALCULATED PRESSURE CALCULATED PRESSURE SIZE OF COVER* THICKNESS† CLASS THICKNESS† CLASS THICKNESS† CLASS THICKNESS† CLASS THICKNESS† CLASS Inches Feet Inches Inches Inches Inches Inches LAYING CONDITIONS Earth Load Plus Truck Load LAYING CONDITIONS DUCTILE IRON PIPE DESIGN NSF® Certified toANSI/NSF 61 P 1386 6 . D I P . P I P E 2004 EDITION REVISED 2.04U.S. PIPE AND FOUNDRY CO. DUCTILE IRON PIPE DESIGN BRO-001 8 2.5 0.24 350 0.22 350 0.21 350 0.18 350 0.16 350 8 3 0.23 350 0.21 350 0.19 350 0.17 350 0.16 350 8 4 0.22 350 0.20 350 0.18 350 0.17 350 0.16 350 8 5 0.21 350 0.19 350 0.18 350 0.17 350 0.16 350 8 6 0.21 350 0.19 350 0.18 350 0.17 350 0.16 350 8 7 0.21 350 0.20 350 0.18 350 0.17 350 0.16 350 8 8 0.22 350 0.20 350 0.19 350 0.17 350 0.16 350 8 9 0.22 350 0.20 350 0.19 350 0.17 350 0.16 350 8 10 0.23 350 0.21 350 0.19 350 0.17 350 0.16 350 8 12 0.24 350 0.22 350 0.20 350 0.18 350 0.16 350 8 14 0.25 350 0.23 350 0.21 350 0.18 350 0.16 350 8 16 0.25 350 0.24 350 0.22 350 0.19 350 0.17 350 8 20 — — 0.25 350 0.23 350 0.20 350 0.17 350 8 24 — — — — 0.25 350 0.21 350 0.17 350 8 28 — — — — — — 0.23 350 0.18 350 8 32 — — — — — — 0.25 350 0.19 350 10 2.5 — — 0.25 350 0.23 350 0.20 350 0.18 350 10 3 0.26 350 0.24 350 0.22 350 0.19 350 0.18 350 10 4 0.25 350 0.22 350 0.21 350 0.19 350 0.17 350 10 5 0.24 350 0.22 350 0.20 350 0.18 350 0.17 350 10 6 0.24 350 0.22 350 0.20 350 0.18 350 0.17 350 10 7 0.24 350 0.22 350 0.20 350 0.19 350 0.17 350 10 8 0.25 350 0.22 350 0.21 350 0.19 350 0.17 350 10 9 0.25 350 0.23 350 0.21 350 0.19 350 0.17 350 10 10 0.26 350 0.23 350 0.21 350 0.19 350 0.17 350 10 12 — — 0.24 350 0.22 350 0.20 350 0.18 350 10 14 — — 0.26 350 0.23 350 0.20 350 0.18 350 10 16 — — — — 0.24 350 0.21 350 0.18 350 10 20 — — — — — — 0.22 350 0.19 350 10 24 — — — — — — 0.24 350 0.19 350 10 28 — — — — — — 0.26 350 0.20 350 10 32 — — — — — — — — 0.21 350 NOTE:To convert inches (in.) to millimeters (mm), multiply by 25.4; to convert feet (ft.) to meters (m), multiply by 0.3048. *Pipe may be available for depths of cover greater than those shown in the table. †Total calculated thickness includes service allowance and casting tolerance added to net thickness.Table continued on next page. Table 4. Thickness for Earth Load Plus Truck Load TYPE 1 TYPE 2 TYPE 3 TYPE 4 TYPE 5 TOTAL USE TOTAL USE TOTAL USE TOTAL USE TOTAL USE DEPTH CALCULATED PRESSURE CALCULATED PRESSURE CALCULATED PRESSURE CALCULATED PRESSURE CALCULATED PRESSURE SIZE OF COVER* THICKNESS† CLASS THICKNESS† CLASS THICKNESS† CLASS THICKNESS† CLASS THICKNESS† CLASS Inches Feet Inches Inches Inches Inches Inches Earth Load Plus Truck Load (cont.) LAYING CONDITIONS DUCTILE IRON PIPE DESIGN NSF® Certified toANSI/NSF 61 P 1486 6 . D I P . P I P E 2004 EDITION REVISED 2.04U.S. PIPE AND FOUNDRY CO. DUCTILE IRON PIPE DESIGN BRO-001 12 2.5 — — 0.27 350 0.25 350 0.21 350 0.19 350 12 3 0.28 350 0.25 350 0.23 350 0.20 350 0.18 350 12 4 0.26 350 0.24 350 0.22 350 0.19 350 0.18 350 12 5 0.26 350 0.23 350 0.21 350 0.19 350 0.18 350 12 6 0.26 350 0.23 350 0.21 350 0.19 350 0.18 350 12 7 0.26 350 0.23 350 0.21 350 0.19 350 0.18 350 12 8 0.27 350 0.24 350 0.22 350 0.20 350 0.18 350 12 9 0.27 350 0.24 350 0.22 350 0.20 350 0.18 350 12 10 0.28 350 0.25 350 0.23 350 0.20 350 0.18 350 12 12 — — 0.26 350 0.24 350 0.21 350 0.18 350 12 14 — — 0.28 350 0.25 350 0.21 350 0.19 350 12 16 — — — — 0.26 350 0.22 350 0.19 350 12 20 — — — — — — 0.24 350 0.20 350 12 24 — — — — — — 0.26 350 0.20 350 12 28 — — — — — — 0.28 350 0.21 350 12 32 — — — — — — — — 0.23 350 14 2.5 ‡ ‡ 0.29 300 0.26 250 .023 250 0.20 250 14 3 0.28 250 0.25 250 0.22 250 0.20 250 14 4 0.26 250 0.24 250 0.21 250 0.19 250 14 5 0.25 250 0.23 250 0.21 250 0.19 250 14 6 0.25 250 0.23 250 0.21 250 0.19 250 14 7 0.26 250 0.24 250 0.21 250 0.19 250 14 8 0.26 250 0.24 250 0.21 250 0.19 250 14 9 0.27 250 0.24 250 0.22 250 0.19 250 14 10 0.28 250 0.25 250 0.22 250 0.20 250 14 12 0.29 300 0.26 250 0.23 250 0.20 250 14 14 0.31 350 0.28 250 0.23 250 0.20 250 14 16 — — 0.29 300 0.24 250 0.21 250 14 20 — — — — 0.26 250 0.21 250 14 24 — — — — 0.29 300 0.22 250 14 28 — — — — — — 0.25 250 14 32 — — — — — — 0.27 250 NOTE: To convert inches (in.) to millimeters (mm), multiply by 25.4; to convert feet (ft.) to meters (m), multiply by 0.3048. *Pipe may be available for depths of cover greater than those shown in the table. †Total calculated thickness includes service allowance and casting tolerance added to net thickness. ‡For pipe 14" (350 mm) and larger, consideration should be given to laying conditions other than Type 1.Table continued on next page. Table 4. Thickness for Earth Load Plus Truck Load TYPE 1 TYPE 2 TYPE 3 TYPE 4 TYPE 5 TOTAL USE TOTAL USE TOTAL USE TOTAL USE TOTAL USE DEPTH CALCULATED PRESSURE CALCULATED PRESSURE CALCULATED PRESSURE CALCULATED PRESSURE CALCULATED PRESSURE SIZE OF COVER* THICKNESS† CLASS THICKNESS† CLASS THICKNESS† CLASS THICKNESS† CLASS THICKNESS† CLASS Inches Feet Inches Inches Inches Inches Inches Earth Load Plus Truck Load (cont.) LAYING CONDITIONS DUCTILE IRON PIPE DESIGN NSF® Certified toANSI/NSF 61 P 1586 6 . D I P . P I P E 2004 EDITION REVISED 2.04U.S. PIPE AND FOUNDRY CO. DUCTILE IRON PIPE DESIGN BRO-001 16 2.5 ‡ ‡ 0.31 300 0.27 250 0.23 250 0.21 250 16 3 0.29 250 0.26 250 0.23 250 0.20 250 16 4 0.27 250 0.25 250 0.22 250 0.20 250 16 5 0.27 250 0.24 250 0.22 250 0.20 250 16 6 0.27 250 0.24 250 0.22 250 0.20 250 16 7 0.27 250 0.25 250 0.22 250 0.20 250 16 8 0.28 250 0.25 250 0.22 250 0.20 250 16 9 0.28 250 0.26 250 0.22 250 0.20 250 16 10 0.29 250 0.26 250 0.23 250 0.20 250 16 12 0.31 300 0.28 250 0.24 250 0.21 250 16 14 0.33 350 0.29 250 0.24 250 0.21 250 16 16 — — 0.31 300 0.25 250 0.21 250 16 20 — — 0.34 350 0.28 250 0.22 250 16 24 — — — — 0.30 250 0.24 250 16 28 — — — — 0.34 350 0.27 250 16 32 — — — — — — 0.29 250 18 2.5 ‡ ‡ 0.32 300 0.28 250 0.24 250 0.21 250 18 3 0.30 250 0.27 250 0.23 250 0.21 250 18 4 0.28 250 0.26 250 0.23 250 0.20 250 18 5 0.28 250 0.25 250 0.22 250 0.20 250 18 6 0.28 250 0.25 250 0.22 250 0.20 250 18 7 0.28 250 0.26 250 0.23 250 0.20 250 18 8 0.29 250 0.26 250 0.23 250 0.20 250 18 9 0.30 250 0.27 250 0.23 250 0.21 250 18 10 0.31 250 0.28 250 0.24 250 0.21 250 18 12 0.33 300 0.29 250 0.24 250 0.21 250 18 14 0.35 350 0.31 250 0.25 250 0.22 250 18 16 — — 0.33 300 0.26 250 0.22 250 18 20 — — — — 0.29 250 0.23 250 18 24 — — — — 0.32 300 0.26 250 18 28 — — — — 0.36 350 0.29 250 18 32 — — — — — — 0.32 300 NOTE: To convert inches (in.) to millimeters (mm), multiply by 25.4; to convert feet (ft.) to meters (m), multiply by 0.3048. *Pipe may be available for depths of cover greater than those shown in the table. †Total calculated thickness includes service allowance and casting tolerance added to net thickness. ‡For pipe 14" (350 mm) and larger, consideration should be given to laying conditions other than Type 1.Table continued on next page. Table 4. Thickness for Earth Load Plus Truck Load TYPE 1 TYPE 2 TYPE 3 TYPE 4 TYPE 5 TOTAL USE TOTAL USE TOTAL USE TOTAL USE TOTAL USE DEPTH CALCULATED PRESSURE CALCULATED PRESSURE CALCULATED PRESSURE CALCULATED PRESSURE CALCULATED PRESSURE SIZE OF COVER* THICKNESS† CLASS THICKNESS† CLASS THICKNESS† CLASS THICKNESS† CLASS THICKNESS† CLASS Inches Feet Inches Inches Inches Inches Inches Earth Load Plus Truck Load (cont.) LAYING CONDITIONS DUCTILE IRON PIPE DESIGN NSF® Certified toANSI/NSF 61 P 1686 6 . D I P . P I P E 2004 EDITION REVISED 2.04U.S. PIPE AND FOUNDRY CO. DUCTILE IRON PIPE DESIGN BRO-001 20 2.5 ‡ ‡ 0.33 250 0.29 250 0.25 250 0.21 250 20 3 0.31 250 0.28 250 0.24 250 0.21 250 20 4 0.30 250 0.27 250 0.23 250 0.21 250 20 5 0.29 250 0.26 250 0.23 250 0.20 250 20 6 0.29 250 0.26 250 0.23 250 0.20 250 20 7 0.30 250 0.27 250 0.23 250 0.21 250 20 8 0.30 250 0.27 250 0.24 250 0.21 250 20 9 0.31 250 0.28 250 0.24 250 0.21 250 20 10 0.32 250 0.29 250 0.24 250 0.21 250 20 12 0.35 300 0.31 250 0.25 250 0.22 250 20 14 0.37 350 0.33 250 0.26 250 0.22 250 20 16 — — 0.35 300 0.28 250 0.23 250 20 20 — — — — 0.32 250 0.24 250 20 24 — — — — 0.35 300 0.28 250 20 28 — — — — 0.38 350 0.32 250 20 32 — — — — — — 0.35 300 24 2.5 ‡ ‡ 0.36 250 0.32 200 0.26 200 0.22 200 24 3 0.33 200 0.30 200 0.25 200 0.22 200 24 4 0.32 200 0.29 200 0.25 200 0.21 200 24 5 0.31 200 0.28 200 0.24 200 0.21 200 24 6 0.31 200 0.28 200 0.24 200 0.21 200 24 7 0.32 200 0.29 200 0.25 200 0.22 200 24 8 0.33 200 0.30 200 0.25 200 0.22 200 24 9 0.35 250 0.30 200 0.26 200 0.22 200 24 10 0.36 250 0.31 200 0.26 200 0.22 200 24 12 0.39 300 0.33 200 0.27 200 0.23 200 24 14 0.41 350 0.36 250 0.29 200 0.24 200 24 16 — — 0.38 300 0.31 200 0.24 200 24 20 — — — — 0.36 250 0.26 200 24 24 — — — — 0.40 300 0.32 200 24 28 — — — — 0.43 350 0.37 250 24 32 — — — — — — 0.40 300 NOTE:To convert inches (in.) to millimeters (mm), multiply by 25.4; to convert feet (ft.) to meters (m), multiply by 0.3048. *Pipe may be available for depths of cover greater than those shown in the table. †Total calculated thickness includes service allowance and casting tolerance added to net thickness. ‡For pipe 14" (350 mm) and larger, consideration should be given to laying conditions other than Type 1.Table continued on next page. Table 4. Thickness for Earth Load Plus Truck Load TYPE 1 TYPE 2 TYPE 3 TYPE 4 TYPE 5 TOTAL USE TOTAL USE TOTAL USE TOTAL USE TOTAL USE DEPTH CALCULATED PRESSURE CALCULATED PRESSURE CALCULATED PRESSURE CALCULATED PRESSURE CALCULATED PRESSURE SIZE OF COVER* THICKNESS† CLASS THICKNESS† CLASS THICKNESS† CLASS THICKNESS† CLASS THICKNESS† CLASS Inches Feet Inches Inches Inches Inches Inches Earth Load Plus Truck Load (cont.) LAYING CONDITIONS DUCTILE IRON PIPE DESIGN NSF® Certified toANSI/NSF 61 P 1786 6 . D I P . P I P E 2004 EDITION REVISED 2.04U.S. PIPE AND FOUNDRY CO. DUCTILE IRON PIPE DESIGN BRO-001 30 2.5 ‡ ‡ 0.40 250 0.34 150 0.29 150 0.24 150 30 3 0.37 200 0.33 150 0.28 150 0.23 150 30 4 0.36 200 0.32 150 0.27 150 0.23 150 30 5 0.35 200 0.31 150 0.26 150 0.23 150 30 6 0.35 200 0.31 150 0.27 150 0.23 150 30 7 0.36 200 0.32 150 0.27 150 0.23 150 30 8 0.37 200 0.33 150 0.27 150 0.23 150 30 9 0.39 250 0.34 150 0.28 150 0.24 150 30 10 0.41 250 0.35 200 0.29 150 0.24 150 30 12 0.44 300 0.38 200 0.30 150 0.25 150 30 14 0.48 350 0.41 250 0.33 150 0.26 150 30 16 — — 0.44 300 0.37 200 0.26 150 30 20 — — — — 0.43 300 0.29 150 30 24 — — — — 0.48 350 0.38 200 30 28 ——————0.44 300 30 32 ——————0.48 350 36 2.5 ‡ ‡ 0.43 250 0.37 150 0.31 150 0.25 150 36 3 0.41 200 0.36 150 0.30 150 0.25 150 36 4 0.39 200 0.34 150 0.29 150 0.24 150 36 5 0.39 200 0.34 150 0.29 150 0.24 150 36 6 0.39 200 0.34 150 0.29 150 0.24 150 36 7 0.40 200 0.35 150 0.29 150 0.24 150 36 8 0.42 200 0.36 150 0.30 150 0.25 150 36 9 0.44 250 0.38 150 0.31 150 0.25 150 36 10 0.46 250 0.39 200 0.31 150 0.26 150 36 12 0.50 300 0.42 200 0.33 150 0.27 150 36 14 0.54 350 0.46 250 0.38 150 0.28 150 36 16 — — 0.50 300 0.43 250 0.29 150 36 20 — — — — 0.51 300 0.33 150 36 24 ————0.56 350 0.44 250 36 28 — — — — — — 0.51 300 36 32 ——————0.56 350 NOTE: To convert inches (in.) to millimeters (mm), multiply by 25.4; to convert feet (ft.) to meters (m), multiply by 0.3048. *Pipe may be available for depths of cover greater than those shown in the table. †Total calculated thickness includes service allowance and casting tolerance added to net thickness. ‡For pipe 14" (350 mm) and larger, consideration should be given to laying conditions other than Type 1.Table continued on next page. Table 4. Thickness for Earth Load Plus Truck Load TYPE 1 TYPE 2 TYPE 3 TYPE 4 TYPE 5 TOTAL USE TOTAL USE TOTAL USE TOTAL USE TOTAL USE DEPTH CALCULATED PRESSURE CALCULATED PRESSURE CALCULATED PRESSURE CALCULATED PRESSURE CALCULATED PRESSURE SIZE OF COVER* THICKNESS† CLASS THICKNESS† CLASS THICKNESS† CLASS THICKNESS† CLASS THICKNESS† CLASS Inches Feet Inches Inches Inches Inches Inches Earth Load Plus Truck Load (cont.) LAYING CONDITIONS DUCTILE IRON PIPE DESIGN NSF® Certified toANSI/NSF 61 P 1886 6 . D I P . P I P E 2004 EDITION REVISED 2.04U.S. PIPE AND FOUNDRY CO. DUCTILE IRON PIPE DESIGN BRO-001 42 2.5 ‡ ‡ 0.47 200 0.40 150 0.32 150 0.27 150 42 3 0.44 200 0.38 150 0.31 150 0.26 150 42 4 0.42 200 0.37 150 0.30 150 0.25 150 42 5 0.43 200 0.37 150 0.31 150 0.26 150 42 6 0.43 200 0.37 150 0.31 150 0.26 150 42 7 0.44 200 0.38 150 0.31 150 0.26 150 42 8 0.46 200 0.40 150 0.32 150 0.26 150 42 9 0.48 250 0.41 150 0.33 150 0.27 150 42 10 0.50 250 0.43 200 0.34 150 0.27 150 42 12 0.55 300 0.47 200 0.36 150 0.28 150 42 14 0.60 350 0.52 250 0.43 200 0.30 150 42 16 — — 0.57 300 0.49 250 0.31 150 42 20 — — — — 0.57 300 0.38 150 42 24 — — — — — — 0.50 250 42 28 — — — — — — 0.58 350 42 32 — — — — — — 0.63 350 48 2.5 ‡ ‡ 0.50 200 0.44 150 0.35 150 0.29 150 48 3 0.48 200 0.42 150 0.34 150 0.28 150 48 4 0.46 150 0.41 150 0.33 150 0.28 150 48 5 0.47 200 0.41 150 0.34 150 0.28 150 48 6 0.48 200 0.41 150 0.34 150 0.28 150 48 7 0.49 200 0.43 150 0.35 150 0.28 150 48 8 0.51 200 0.44 150 0.35 150 0.29 150 48 9 0.54 250 0.46 150 0.37 150 0.29 150 48 10 0.56 250 0.48 200 0.38 150 0.30 150 48 12 0.62 300 0.54 250 0.40 150 0.31 150 48 14 0.67 350 0.60 300 0.49 200 0.33 150 48 16 — — 0.65 350 0.56 250 0.34 150 48 20 — — — — 0.66 350 0.43 150 48 24 — — — — — — 0.57 250 48 28 — — — — — — 0.66 350 NOTE:To convert inches (in.) to millimeters (mm), multiply by 25.4; to convert feet (ft.) to meters (m), multiply by 0.3048. *Pipe may be available for depths of cover greater than those shown in the table. †Total calculated thickness includes service allowance and casting tolerance added to net thickness. ‡For pipe 14" (350 mm) and larger, consideration should be given to laying conditions other than Type 1.Table continued on next page. Table 4. Thickness for Earth Load Plus Truck Load (cont.) TYPE 1 TYPE 2 TYPE 3 TYPE 4 TYPE 5 TOTAL USE TOTAL USE TOTAL USE TOTAL USE TOTAL USE DEPTH CALCULATED PRESSURE CALCULATED PRESSURE CALCULATED PRESSURE CALCULATED PRESSURE CALCULATED PRESSURE SIZE OF COVER* THICKNESS† CLASS THICKNESS† CLASS THICKNESS† CLASS THICKNESS† CLASS THICKNESS† CLASS Inches Feet Inches Inches Inches Inches Inches Earth Load Plus Truck Load (cont.) LAYING CONDITIONS DUCTILE IRON PIPE DESIGN NSF® Certified toANSI/NSF 61 P 1986 6 . D I P . P I P E 2004 EDITION REVISED 2.04U.S. PIPE AND FOUNDRY CO. DUCTILE IRON PIPE DESIGN BRO-001 54 2.5 ‡ ‡ 0.54 200 0.47 150 0.38 150 0.31 150 54 3 0.53 200 0.46 150 0.37 150 0.30 150 54 4 0.51 150 0.44 150 0.36 150 0.30 150 54 5 0.52 200 0.45 150 0.37 150 0.30 150 54 6 0.53 200 0.46 150 0.37 150 0.30 150 54 7 0.54 200 0.47 150 0.38 150 0.31 150 54 8 0.57 200 0.49 150 0.39 150 0.32 150 54 9 0.60 250 0.51 150 0.40 150 0.32 150 54 10 0.63 250 0.53 200 0.41 150 0.33 150 54 12 0.69 300 0.61 250 0.44 150 0.34 150 54 14 0.75 350 0.68 300 0.55 200 0.36 150 54 16 — — 0.73 350 0.63 250 0.37 150 54 20 — — — — 0.74 350 0.48 150 54 24 — — — — — — 0.64 250 54 28 — — — — — — 0.74 350 60 2.5 ‡ ‡ 0.56 200 0.48 150 0.39 150 0.32 150 60 3 0.54 150 0.47 150 0.38 150 0.31 150 60 4 0.53 150 0.46 150 0.38 150 0.31 150 60 5 0.54 150 0.47 150 0.38 150 0.31 150 60 6 0.55 200 0.48 150 0.39 150 0.31 150 60 7 0.57 200 0.49 150 0.39 150 0.32 150 60 8 0.59 200 0.51 150 0.40 150 0.33 150 60 9 0.63 250 0.53 150 0.42 150 0.33 150 60 10 0.67 250 0.55 200 0.43 150 0.34 150 60 12 0.74 300 0.65 250 0.46 150 0.35 150 60 14 0.79 350 0.72 300 0.58 200 0.37 150 60 16 — — 0.78 350 0.67 250 0.38 150 60 20 — — — — 0.79 350 0.51 150 60 24 — — — — — — 0.68 250 60 28 — — — — — — 0.79 350 NOTE:To convert inches (in.) to millimeters (mm), multiply by 25.4; to convert feet (ft.) to meters (m), multiply by 0.3048. *Pipe may be available for depths of cover greater than those shown in the table. †Total calculated thickness includes service allowance and casting tolerance added to net thickness. ‡For pipe 14" (350 mm) and larger, consideration should be given to laying conditions other than Type 1.Table continued on next page. Table 4. Thickness for Earth Load Plus Truck Load TYPE 1 TYPE 2 TYPE 3 TYPE 4 TYPE 5 TOTAL USE TOTAL USE TOTAL USE TOTAL USE TOTAL USE DEPTH CALCULATED PRESSURE CALCULATED PRESSURE CALCULATED PRESSURE CALCULATED PRESSURE CALCULATED PRESSURE SIZE OF COVER* THICKNESS† CLASS THICKNESS† CLASS THICKNESS† CLASS THICKNESS† CLASS THICKNESS† CLASS Inches Feet Inches Inches Inches Inches Inches Earth Load Plus Truck Load (cont.) LAYING CONDITIONS DUCTILE IRON PIPE DESIGN NSF® Certified toANSI/NSF 61 P 2086 6 . D I P . P I P E 2004 EDITION REVISED 2.04U.S. PIPE AND FOUNDRY CO. DUCTILE IRON PIPE DESIGN BRO-001 64 2.5 ‡ ‡ 0.58 200 0.50 150 0.40 150 0.32 150 64 3 0.56 150 0.49 150 0.39 150 0.32 150 64 4 0.55 150 0.48 150 0.39 150 0.32 150 64 5 0.56 150 0.48 150 0.39 150 0.32 150 64 6 0.57 200 0.49 150 0.40 150 0.32 150 64 7 0.59 200 0.51 150 0.41 150 0.33 150 64 8 0.62 200 0.53 150 0.42 150 0.33 150 64 9 0.67 250 0.55 150 0.43 150 0.34 150 64 10 0.70 250 0.58 200 0.45 150 0.35 150 64 12 0.78 300 0.68 250 0.48 150 0.37 150 64 14 0.84 350 0.76 300 0.61 200 0.38 150 64 16 — — 0.82 350 0.70 250 0.40 150 64 20 — — — — 0.83 350 0.54 150 64 24 — — — — — — 0.72 250 64 28 — — — — — — 0.83 350 NOTE:To convert inches (in.) to millimeters (mm), multiply by 25.4; to convert feet (ft.) to meters (m), multiply by 0.3048. *Pipe may be available for depths of cover greater than those shown in the table. †Total calculated thickness includes service allowance and casting tolerance added to net thickness. ‡For pipe 14" (350 mm) and larger, consideration should be given to laying conditions other than Type 1. Table 4. Thickness for Earth Load Plus Truck Load TYPE 1 TYPE 2 TYPE 3 TYPE 4 TYPE 5 TOTAL USE TOTAL USE TOTAL USE TOTAL USE TOTAL USE DEPTH CALCULATED PRESSURE CALCULATED PRESSURE CALCULATED PRESSURE CALCULATED PRESSURE CALCULATED PRESSURE SIZE OF COVER* THICKNESS† CLASS THICKNESS† CLASS THICKNESS† CLASS THICKNESS† CLASS THICKNESS† CLASS Inches Feet Inches Inches Inches Inches Inches Earth Load Plus Truck Load (cont.) 150 200 250 300 350 TOTAL USE TOTAL USE TOTAL USE TOTAL USE TOTAL USE PIPE CALCULATED PRESSURE CALCULATED PRESSURE CALCULATED PRESSURE CALCULATED PRESSURE CALCULATED PRESSURE SIZE THICKNESS* CLASS THICKNESS CLASS THICKNESS CLASS THICKNESS CLASS THICKNESS CLASS Inches Inches Inches Inches Inches Inches RATED WATER WORKING PRESSURE psi DUCTILE IRON PIPE DESIGN NSF® Certified toANSI/NSF 61 P 2186 6 . D I P . P I P E 2004 EDITION REVISED 2.04U.S. PIPE AND FOUNDRY CO. DUCTILE IRON PIPE DESIGN BRO-001 4 0.16 350 0.16 350 0.17 350 0.18 350 0.18 350 6 0.17 350 0.18 350 0.19 350 0.20 350 0.20 350 8 0.18 350 0.19 350 0.21 350 0.22 350 0.23 350 10 0.21 350 0.22 350 0.23 350 0.25 350 0.26 350 12 0.22 350 0.23 350 0.25 350 0.27 350 0.28 350 14 0.24 250 0.26 250 0.28 250 0.30 300 0.31 350 16 0.25 250 0.27 250 0.30 250 0.32 300 0.34 350 18 0.27 250 0.29 250 0.31 250 0.34 300 0.36 350 20 0.28 250 0.03 250 0.33 250 0.36 300 0.38 350 24 0.30 200 0.33 200 0.37 250 0.40 300 0.43 350 30 0.34 150 0.38 200 0.42 250 0.45 300 0.49 350 36 0.38 150 0.42 200 0.47 250 0.51 300 0.56 350 42 0.41 150 0.47 200 0.52 250 0.57 300 0.63 350 48 0.46 150 0.52 200 0.58 250 0.64 300 0.70 350 54 0.51 150 0.58 200 0.65 250 0.72 300 0.79 350 60 0.54 150 0.61 200 0.68 250 0.76 300 0.83 350 64 0.56 150 0.64 200 0.72 250 0.80 300 0.87 350 NOTE:To convert inches (in.) to millimeters (mm), multiply by 25.4; to convert pounds per square inch (psi) to kilopascals (kPa), multiply by 6.895. The thicknesses shown are adequate for the rated working pressure plus a surge allowance of 100 psi (689 kPa). Calculations are based on a minimum yield strength in tension of 42,000 psi (290 MPa) and a 2.0 safety factor times the sum of working pressure and 100 psi (689 kPa) surge allowance. *Total calculated thickness includes service allowance and casting tolerance added to net thickness. Table 5. Thickness for Internal Pressure Internal Pressure LAYING CONDITION Table 6. Rated Working Pressure and Maximum Depth of Cover NSF® Certified toANSI/NSF 61 P 2286 6 . D I P . P I P E 2004 EDITION REVISED 2.04U.S. PIPE AND FOUNDRY CO. DUCTILE IRON PIPE DESIGN BRO-001 NOTE: To convert inches (in.) into millimeters (mm), multiply by 25.4; to convert feet (ft.) to meters (m), multiply by 0.3048; and to convert pounds per square inch (psi) into kilopascals (kPa), multiply by 6.895. Calculations are based on a 2.0 safety factor times the sum of working pressure and 100 psi (689 kPa) surge allowance. Ductile Iron pipe for working pressures higher than 350 psi (2413 kPa) is available. *Ductile Iron pipe is adequate for the rated working pressure indicated for each nominal size plus a surge allowance of 100 psi (689 kPa). †An allowance for a single H-20 truck with 1.5 impact factor is included for all depths of cover. ‡Calculated maximum depth of cover exceeds 100 ft. (30.5 m). §Minimum allowable depth of cover is 3 ft. (0.9 m). **For pipe 14" (350 mm) and larger, consideration should be given to the use of laying conditions other than Type 1.Table continued on next page. DUCTILE IRON PIPE DESIGN SIZE Inches PRESSURE CLASS* psi NOMINAL THICKNESS Inches TYPE 1 TYPE 2 TYPE 3 TYPE 4 TYPE 5 Trench Trench Trench Trench Trench 4 350 0.25 53 61 69 85 100† 6 350 0.25 26 31 37 47 65 8 350 0.25 16 20 25 34 50 10 350 0.26 11§ 15 19 28 45 12 350 0.28 10§ 15 19 28 44 14 250 0.28 ** 11§ 15 23 36 14 300 0.30 ** 13 17 26 42 14 350 0.31 ** 14 19 27 44 16 250 0.30 ** 11§ 15 24 34 16 300 0.32 ** 13 17 26 39 16 350 0.34 ** 15 20 28 44 18 250 0.31 ** 10§ 14 22 31 18 300 0.34 ** 13 17 26 36 18 350 0.36 ** 15 19 28 41 20 250 0.33 ** 10 14 22 30 20 300 0.36 ** 13 17 26 35 20 350 0.38 ** 15 19 28 38 24 200 0.33 ** 8§ 12 17 25 24 250 0.37 ** 11 15 20 29 24 300 0.40 ** 13 17 24 32 24 350 0.43 ** 15 19 28 37 30 150 0.34 ** — 9 14 22 30 200 0.38 ** 8§ 12 16 24 30 250 0.42 ** 11 15 19 27 30 300 0.45 ** 12 16 21 29 30 350 0.49 ** 15 19 25 33 36 150 0.38 ** — 9 14 21 36 200 0.42 ** 8§ 12 15 23 36 250 0.47 ** 10 14 18 25 36 300 0.51 ** 12 16 20 28 36 350 0.56 ** 15 19 24 32 MAXIMUM DEPTH OF COVER†Feet Maximum Depth of Cover LAYING CONDITION DUCTILE IRON PIPE DESIGN NSF® Certified toANSI/NSF 61 P 2386 6 . D I P . P I P E 2004 EDITION REVISED 2.04U.S. PIPE AND FOUNDRY CO. DUCTILE IRON PIPE DESIGN BRO-001 Table 6. Rated Working Pressure and Maximum Depth of Cover TYPE 1 TYPE 2 TYPE 3 TYPE 4 TYPE 5 Trench Trench Trench Trench Trench 42 150 0.41 ** — 9 13 20 42 200 0.47 ** 8 12 15 22 42 250 0.52 ** 10 14 17 25 42 300 0.57 ** 12 16 20 27 42 350 0.63 ** 15 19 23 32 48 150 0.46 ** — 9 13 20 48 200 0.52 ** 8 11 15 22 48 250 0.58 ** 10 13 17 24 48 300 0.64 ** 12 15 19 27 48 350 0.70 ** 15 18 22 30 54 150 0.51 ** — 9 13 20 54 200 0.58 ** 8 11 14 22 54 250 0.65 ** 10 13 16 24 54 300 0.72 ** 13 15 19 27 54 350 0.79 ** 15 18 22 30 60 150 0.54 ** 5§ 9 13 20 60 200 0.61 ** 8 11 14 22 60 250 0.68 ** 10 13 16 24 60 300 0.76 ** 13 15 19 26 60 350 0.83 ** 15 18 22 30 64 150 0.56 ** 5§ 9 13 20 64 200 0.64 ** 8 11 14 21 64 250 0.72 ** 10 13 16 24 64 300 0.80 ** 12 15 19 26 64 350 0.87 ** 15 17 21 29 NOTE: To convert inches (in.) into millimeters (mm), multiply by 25.4; to convert feet (ft.) to meters (m), multiply by 0.3048; and to convert pounds per square inch (psi) into kilopascals (kPa), multiply by 6.895. Calculations are based on a 2.0 safety factor times the sum of working pressure and 100 psi (689 kPa) surge allowance. Ductile Iron pipe for working pressures higher than 350 psi (2413 kPa) is available. *Ductile Iron pipe is adequate for the rated working pressure indicated for each nominal size plus a surge allowance of 100 psi (689 kPa). †An allowance for a single H-20 truck with 1.5 impact factor is included for all depths of cover. ‡Calculated maximum depth of cover exceeds 100 ft. (30.5 m). §Minimum allowable depth of cover is 3 ft. (0.9 m). **For pipe 14" (350 mm) and larger, consideration should be given to the use of laying conditions other than Type 1. SIZE Inches PRESSURE CLASS* psi NOMINAL THICKNESS Inches MAXIMUM DEPTH OF COVER†Feet Maximum Depth of Cover (cont.) DUCTILE IRON PIPE DESIGN NSF® Certified toANSI/NSF 61 P 2486 6 . D I P . P I P E 2004 EDITION REVISED 2.04U.S. PIPE AND FOUNDRY CO. DUCTILE IRON PIPE DESIGN BRO-001 Products for Water, Wastewater and Fire Protection Ductile Iron Pipe SIZE RANGE TYTON JOINT®Pipe 4"-64" Ductile Iron Mechanical Joint Pipe 4"-12" Ductile Iron TR FLEX®Pipe 4"-64" Ductile Iron Flanged Pipe 3"-64" Ductile Iron USIFLEX®Boltless Flexible Joint Pipe -- 4"-48" Ductile Iron for Subaqueous Installations Restrained Joints TR FLEX®Pipe 4"-64" Ductile Iron FIELD LOK 350®Gaskets 4"-24" FIELD LOK®Gasket 30", 36" TR FLEX GRIPPER®Rings 4"-36" Ductile Iron TR TELE FLEX®Assemblies 4"-24" Ductile Iron FIELD-FLANGE 350®Fittings 4"-24" Ductile Iron Ductile Iron Fittings TYTON®Fittings 14"-64" Ductile Iron TRIM TYTON®Fittings 4"-12" Ductile Iron TR FLEX® Fittings and TR FLEX®Telescoping Sleeves 4"-64" Ductile Iron Mechanical Joint Fittings 3"-48" Ductile Iron TRIM TYTE®MJ Fittings 3"-48" Ductile Iron Flanged Fittings 3"-64" Ductile Iron XTRA FLEX®Couplings 4"-24" Ductile Iron M-Series Hydrants AWWA Dry Barrel hydrants - 4-1/2" or 5-1/4" METROPOLITAN®/M-94 Valve Opening METROFLOW™/M-03 Valves AWWA Resilient Seated Gate Valves - 3"-36" METROSEAL®R/S Gate Valves Double Disc Gate Valves 16"-60", AWWA C500 Miscellaneous Products PROTECTO 401™ Lined Ductile Iron Pipe for 4"-64" Ductile Iron Domestic Sewage and Industrial Wastes FLANGE-TYTE®Gaskets 4"-64" Polymeric Coatings and Linings For all pipe sizes Saddle Outlets Various Ductile Iron Welded Outlets Various Ductile Iron Polyethylene Encasement 4"-64" Tapping Sleeves and Valves All sizes Tapping Machines 3"-16" P.O. Box 10406 Birmingham, AL 35202 866.DIP.PIPE (866.347.7473) FAX 205.254.7165 www.uspipe.com All U.S. Pipe brochures and/or products are subject to change without further notice. REGIONAL SALES OFFICES EASTERN REGIONAL OFFICE (609) 387-6120 (Phone) (609) 387-6050 (Fax) WESTERN REGIONAL OFFICE (815) 725-7168 (Phone) (815) 725-7165 (Fax) PACIFIC COAST REGIONAL OFFICE (510) 441-5800 (Phone) (510) 441-5885 (Fax) SOUTHERN REGIONAL OFFICE (205) 254-7229 (Phone) (205) 254-7009 (Fax) INTERNATIONAL SALES OFFICE (205) 254-7230 (Phone) (205) 254-7274 (Fax) 65, Songdeok-ro 212beon-gil, Ocheon-eup, Nam-gu, Pohang-si, Gyeongsangbuk-do, Korea T : +82-54-278-3611 / F : +82-54-278-0106 E : mspipe@hanmail.net / W : www.mspipe.co.kr Designation ASTM A53 Grade A Type E Scope Dimensions and Weights Chemical Requirements (%) * The total composition for these five elements shall not exceed 1.00% Tensile Requirements Tensile strength, min, psi 48 000 Yield strength, min, psi 30 000 Elongation in 2 in. Refer to A53 Table X4.1, latest revsion A53/A53M and FM Approved for use in fire protection systems. This pipe is suitable for joining by cut or rolled groove, threading, welding, and fittings for plain end pipe, depending on the dimensions. This specification covers welded black and hot-dipped galvanized steel pipe. It is intended for mechanical and pressure applications as well as ordinary uses in steam, water, gas and air lines. MS PIPE ASTM A53/A135/A795 is UL Listed Product Submittal Data OD thickness weight thickness weight thickness weight thickness weight in.in.lb/ft in.lb/ft in.lb/ft in.lb/ft 1 1.315 --0.109 1.41 0.133 1.68 0.179 2.17 1 1/4 1.660 0.083 1.40 0.109 1.81 0.140 2.27 0.191 3.00 1 1/2 1.900 0.095 1.83 0.109 2.09 0.145 2.72 0.200 3.63 2 2.375 0.095 2.31 0.109 2.64 0.154 3.66 0.218 5.03 2 1/2 2.875 0.083 2.48 0.120 3.53 0.203 5.80 0.276 7.67 3 3.500 0.090 3.29 0.120 4.34 0.216 7.58 0.300 10.26 4 4.500 0.101 4.76 0.120 5.62 0.237 10.80 0.337 15.00 Super Flow (SCH 7)SCH 10 SCH 40 SCH 80 NPS Plain End Type E C Mn P S Cu*Ni*Cr*Mo*V* Grade A 0.25 0.95 0.05 0.045 0.4 0.4 0.4 0.15 0.08 MS-151016 Hydrostatic Test Permissible Variation weight The weight of pipe shall not vary more than ± 10 % from its specified weight Diameter pipe NPS 1 1/2 or smaller ± 1/64 in. pipe NPS 2 or larger ± 1 % Thickness At any point the minimum wall thickness shall not be more than 12.5% under the specified wall thickness End Finish Plain ends pipe NPS 1 1/2 or smaller Manufacturer's option, unless otherwise specified. pipe NPS 2 or larger (SCH 40/80)Beveled to an angle of 30°, +5°, -0° with root face of 1/16 in. ± 1/32 in. Threaded ends ANSI B 1.20.1 Couplings Specifiaction A865 Bending Test (Cold) pipe NPS 2 and Smaller Degree of bend Diameter or mandrel Standard 90°12x pipe OD Close coiling 180°8x pipe OD Flattening Test Position weld at 90° (0°) from the direction of force and flatten until the OD is 2/3 (1/3) of the original outside diameter to test quality of the weld. No cracks or breaks shall occur along the inside or outside surface of the weld. Product Marking Unless the marking is specified in the purchase order, each length of the pipe shall be legibly and continuously marked on the outside surface with the following: Manufacturer, Buyer, Super Flow (SCH 7 only), Specification, Type of pipe, Size, Rated Working Pressure and CRR (SCH 7 only), UL Listing and FM Approval (for fire sprinkler pipe), Heat no., Date, and Origin. 800 2500 2500 SCH 7, psi - 1800 1800 1400 1000 900 1900 850 1800 700 20001 1/2 2 2 1/2 3 4 1600 1500 1200 900 2700 2220 1800 2500 1200 2300 2500 2900 2300 NPS SCH 10, psi SCH 40, psi 1200 1 1 1/4 SCH 80, psi MS-151016 www.reliablesprinkler.com Product Description Model J112SS series sprinklers are cULus Listed extend- ed coverage spray sprinklers intended for installation in accordance with NFPA 13. Model J112SS sprinklers have a frame, deflector, and cap made of Type 316 Stainless Steel. Coverage areas up to 400 ft2 (37 m2) per sprinkler with a maximum spacing of up to 20 ft by 20 ft (6.1 m by 6.1 m) are permitted for both Light Hazard and Ordinary Hazard occupancies. Listed flows and pressures for each hazard classification and sprinkler spacing are provided in this Bulletin. The Model J112SS is cULus Listed as quick-re- sponse sprinklers for Light Hazard occupancies. When used in the Ordinary Hazard occupancies, Model J112SS series sprinklers are cULus Listed as quick-response for spacings up to 14 ft by 14 ft (4.3 m by 4.3 m) and standard-response for other listed spacings up to 20 ft by 20 ft (6.1 m by 6.1 m). Model J112SS Pendent and J112SS Upright sprinklers use a glass bulb operating element and are cULus Listed as Corrosion Resistant Sprinklers. Model J112SS Pendent sprinklers are cULus Listed for use with the Model FP re- cessed escutcheon, which provides up to ½ inch (13 mm) of adjustment. In addition, for Ordinary Hazard occupancies, the Model J112SS Pendent sprinklers are cULus Listed for use with the Model F1 recessed escutcheon that provides up to ¾ inch (19 mm) of adjustment. Application Model J112SS series sprinklers are intended for installation in Light Hazard and Ordinary Hazard occupancies in ac- cordance with NFPA 13. The sprinklers must be installed in accordance with the requirements of NFPA 13 for extended coverage spray sprinklers and the requirements identified in this Bulletin. In addition to the installation requirements of NFPA 13, cULus Listed Specific Application Criteria for installation under concrete tee construction is provided in this Bulletin. Model J112 Stainless Steel Series Sprinklers Bulletin 178 Rev. A June 2018 cULus Listed K11.2 (160 metric)Extended Coverage Sprinklers for Light Hazard and Ordinary Hazard Model J112SS UprightModel J112SS Pendent Model J112SS Sprinkler Summary Model Orientation Sprinkler Identification Number (SIN) J112SS Pendent R7816 J112SS Upright R7826 Table A FP Recessed EscutcheonF1 Recessed Escutcheon Bulletin Rev. A 178 June 2018 Page 2 of 5 www.reliablesprinkler.com Model J112SS Pendent Sprinkler SIN R7816 Technical Specifications Style: Extended Coverage Pendent Threads: 3/4” NPT or ISO 7-1R3/4 Nominal K-Factor: 11.2 (160 metric) Max. Working Pressure: 175 psi (12 bar) Min. Spacing: 8 ft. (2.4 m) Material Specifications Thermal Sensor: 3mm Glass Bulb Cup: Type 316 stainless steel Frame: Type 316L stainless steel Sealing Assembly: Nickel Alloy with PTFE tape Load Screw: Type 316 stainless steel Kick Spring: Type 302 stainless steel Deflector: Type 316 stainless steel Sprinkler Wrench Model J1 Model RJ (recessed) Finishes None White Polyester Black Polyester Custom Color Polyester Sensitivity (See Table B) Temperature Rating 155°F (68°C) 200°F (93°C) Recessed Escutcheons F1-3/4” (19mm) adjustment (Ordinary Hazard only) FP-1/2” (13mm) adjustment Listings and Approvals cULus Listed for Light and Ordinary Hazard cULus Listed as Corrosion Resistant Max. Spacing ft. x ft.(m x m) Light Hazard Ordinary Hazard Group 1 Ordinary Hazard Group 2 Flow gpm (l/m)Pressure psi (bar)Flow gpm (l/m)Pressure psi (bar)Flow gpm (l/m)Pressure psi (bar) 12 x 12 (3.7 x 3.7) 30 (114) QR 7.2 (0.50) QR 30 (114) QR 7.2 (0.50) QR 39 (148) QR 12.1 (0.8) QR 14 x 14(4.3 x 4.3)30 (114)QR 7.2 (0.50)QR 30 (114)QR 7.2 (0.50)QR 39 (148)QR 12.1 (0.8)QR 16 x 16 (4.9 x 4.9) 30 (114) QR 7.2 (0.50) QR 39 (148) SR 12.1 (0.8) SR 51 (193) SR 20.7 (1.4) SR 18 x 18(5.5 x 5.5)33 (125)QR 8.7 (0.60)QR 49 (186)SR 19.1 (1.3)SR 65 (246)SR 33.7 (2.3)SR 20 x 20 (6.1 x 6.1) 40 (152) QR 12.8 (0.88) QR 60 (227) SR 28.7 (2.0) SR 80 (303) SR 51.0 (3.5) SR Table B QR = Quick-response SR = Standard-response Listed Design Criteria and Sensitivity Model J112SS Pendent Sprinkler Components Figure 1 Bulletin Rev. A 178 June 2018 Page 3 of 5 www.reliablesprinkler.com Model J112SS Upright Sprinkler SIN R7826 Technical Specifications Style: Extended Coverage Upright Threads: 3/4” NPT or ISO 7-1 R3/4 Nominal K-Factor: 11.2 (160 metric) Max. Working Pressure: 175 psi (12 bar) Min. Spacing: 8 ft. (2.4 m) Material Specifications Thermal Sensor: 3mm Glass Bulb Cup: Type 316 stainless steel Frame: Type 316L stainless steel Sealing Assembly: Nickel Alloy with PTFE tape Load Screw: Type 316 stainless steel Kick Spring: Type 302 stainless steel Deflector: Type 316 stainless steel Sprinkler Wrench Model J1 Finishes None White Polyester Black Polyester Custom Color Polyester Sensitivity (See Table C) Temperature Rating 155°F (68°C) 200°F (93°C) Listings and Approvals cULus Listed for Light and Ordinary Hazard cULus Listed as Corrosion Resistant Max. Spacing ft. x ft.(m x m) Light Hazard Ordinary Hazard Group 1 Ordinary Hazard Group 2 Flow gpm (l/m) Pressure psi (bar) Flow gpm (l/m) Pressure psi (bar) Flow gpm (l/m) Pressure psi (bar) 12 x 12 (3.7 x 3.7) 30 (114) QR 7.2 (0.50) QR 30 (114) QR 7.2 (0.50) QR 39 (148) QR 12.1 (0.8) QR 14 x 14(4.3 x 4.3)30 (114)QR 7.2 (0.50)QR 30 (114)QR 7.2 (0.50)QR 39 (148)QR 12.1 (0.8)QR 16 x 16 (4.9 x 4.9) 30 (114) QR 7.2 (0.50) QR 39 (148) SR 12.1 (0.8) SR 51 (193) SR 20.7 (1.4) SR 18 x 18(5.5 x 5.5)33 (125)QR 8.7 (0.60)QR 49 (186)SR 19.1 (1.3)SR 65 (246)SR 33.7 (2.3)SR 20 x 20 (6.1 x 6.1) 40 (152) QR 12.8 (0.88) QR 60 (227) SR 28.7 (2.0) SR 80 (303) SR 51.0 (3.5) SR Table C QR = Quick-response SR = Standard-response Listed Design Criteria and Sensitivity Model J112SS Upright Sprinkler Components Figure 2 Bulletin Rev. A 178 June 2018 Page 4 of 5www.reliablesprinkler.com The Model J112SS pendent and upright sprinklers are cULus Listed for installation under concrete tee construction in accordance with the following specific application criteria: • Max. Tee Depth: 2’- 6” (0.8m) • Max. Tee Stem Spacing: 7’- 6” (2.3m) • Min. Tee Stem Spacing: 3’- 0” (0.9m) • Max. Tee Length: 32’- 0” (9.8m) or baffles not less than the depth of the tees must be installed so that the longitudinal space between baffles does not exceed 32ft (9.8m) in length. • Max. Deflector distance below Tee: 1” (25mm) • Comply with obstructions to the Sprinkler Discharge Pattern Development requirements of the NFPA13 where deflector is lo- cated above bottom of tee. Model J112SS Specific Application Criteria for Use Under Concrete Tee Construction cULus Listed Figure 5Model F1 Escutcheon Installation DimensionsFigure 4Model FP Escutcheon Installation Dimensions Figure 3Application and Installation for Use Under Concrete Tee 1” (25mm) max. 1” (25mm) max. 2’-6” (0.8m) max. 7’-6” (2.3m) max. 3’-0” (0.9m) min. Note: The Model FP or F1 may be used for ordinary hazard occupancies. For light hazard occupancies, the Model FP recessed escutcheon must be used. Model J112SS sprinklers with Model F1 recessed escutcheon are not listed for use in light hazard occupancies. P / N 9 9 9 9 9 7 0 5 2 4 Bulletin Rev. A 178 June 2018 Page 5 of 5 www.reliablesprinkler.com Installation Glass bulb sprinklers have orange bulb protectors to minimize bulb damage during shipping, handling, and installation. Re- liable sprinkler installation wrenches are designed to install sprinklers with bulb protectors in place. Remove the bulb pro- tector at the time when the sprinkler system is placed in service for fire protection. Removal of the bulb protector before this time may leave the bulb vulnerable to damage. Remove bulb protec- tors by undoing the clasp by hand. Do not use tools to remove bulb protectors. Model J112SS series sprinklers must be installed with the Re- liable sprinkler installation wrench identified in this Bulletin. Any other wrench may damage the sprinkler. Recommended installation torque is 14 to 20 lb.ft (19 to 27 N.m). Do not tighten sprinklers over the maximum recommended installation torque. Exceeding the maximum recommended installation torque may cause leakage or impairment of the sprinkler. Recessed pendent sprinklers are to be installed as shown in Fig. 4 or Fig 5., as applicable to the specific model being in- stalled. Model J112SS series recessed pendent sprinklers may only be installed with the Reliable Model F1 or Model FP re- cessed escutcheon. The use of any other recessed escutcheon will void all approvals and negate all warranties. The Reliable Model FP escutcheon may not be used in ceilings having pos- itive pressure with respect to the space below. Ensure that the openings in the Model FP escutcheon/can assembly are unob- structed following installation. Maintenance Model J112SS series sprinklers should be inspected and the sprinkler system maintained in accordance with NFPA 25. Do not clean sprinklers with soap and water, ammonia or any other cleaning fluids. Remove dust by gentle vacuuming. Replace any sprinkler which has been painted (other than factory ap- plied) or damaged in any way. A stock of spare sprinklers should be maintained to allow quick replacement of damaged or operated sprinklers. Prior to installation, sprinklers should be maintained in the original cartons and packaging until used to minimize the potential for damage to sprinklers that would cause improper operation or non-operation. Model J1 Wrench Model RJ Wrench Listings and Approvals Listed by Underwriters Laboratories, Inc. and certified by Underwriters Laboratories of Canada (cULus) UL Listing Category Sprinklers, Automatic and Open Extended Coverage Sprinklers UL Guide Number – VNIV. Ordering Information Specify: 1. Sprinkler Model: [J112SS Pendent] [J112SS Upright] 2. Temperature Rating: [155°F (68°C)] [200°F (93°C)] 3. Finish: [None] [White Polyester] [Black Polyester] [Custom Color Polyester] 4. Escutcheon: (Pendent Only) Model F1 (Ordinary Hazard Only) Model FP Reliable Automatic Sprinkler Co., Inc., 103 Fairview Park Drive, Elmsford, New York 10523 Model F1FR Series Quick Response Glass Bulb Sprinklers B u l l e t i n 0 1 4 R e v . P Bulletin 014 Rev. P Model F1FR56 Sprinkler Types Standard Spray Upright Standard Spray Pendent Conventional Upright/Pendent Vertical Sidewall Horizontal Sidewall Model F1FR56 Recessed Sprinkler Types Standard Spray Pendent Horizontal Sidewall Model F1FR56 Concealed Sprinkler Types Standard Spray Pendent Model F1FR42, F1FRXLH & F1FR28 Sprinkler Types Standard Spray Upright Standard Spray Pendent Model F1FR40 Sprinkler Types Standard Spray Pendent Model F1FR42, F1FR40, F1FRXLH & F1FR28 Recessed Sprinkler Types Standard Spray Pendent Model F1FR56LL & F1FR42LL Low Lead Sprinkler Types Standard Spray Pendent with less than 0.25% Lead Content Listing & Approvals The following organizations provide Listings or Approvals for various Model F1FR series sprinklers. See the Design and Installation table in this Bulletin for information on specific listings and approvals applicable to each sprin- kler. 1. Underwriters Laboratories Inc. and Certified for Canada (cULus) in accordance with ANSI/UL199. 2. FM Approvals (FM) 3. Loss Prevention Certification Board (LPCB) 4. VdS Schadenverhütung GmbH (VdS) 5. Underwriters Laboratories Inc. and Underwriters Laboratories of Canada Certified for Health Effects to NSF/ANSI Standard 61 Annex G (ULH) 6. EC Certificate: 0786-CPD-40239 (RA1414), 0786- CPD-40251 (RA1425), 0786-CPD-40252 (RA1475) (EC) UL Listing Category Sprinklers, Automatic & Open (VNIV) Quick Response Sprinkler Pendent Conventional Recessed Pendent/F1/F2 Upright Vertical Sidewall Horizontal Sidewall Recessed Horizontal Sidewall Recessed Pendent/FP Concealed Pendent XLH Upright XLH Pendent XLH Recessed Pendent F1/F2 XLH Recessed Pendent FP Product Description Reliable Model F1FR series sprinklers are quick-response automatic sprin- klers with a glass bulb thermal element. Model F1FR series sprinklers are Stan- dard Spray sprinklers, with the excep- tion of the Model F1FR56 Conventional sprinkler which is an Old-style/Conven-tional sprinkler. The Model F1FR Series automatic sprinklers utilize a 3.0 mm frangible glass bulb. These sprinklers have demonstrat- ed response times in laboratory tests which are five to ten times faster than standard response sprinklers. This quick response enables the Model F1FR Series sprinklers to apply water to a fire faster than standard-response sprinklers of the same temperature rating. The glass bulb consists of an accurately controlled amount of special fluid hermetically sealed inside a precisely man- ufactured glass capsule. This glass bulb is specially con- structed to provide fast thermal response. 2. At normal temperatures, the glass bulb contains the fluid in both the liquid and vapor phases. The vapor phase can be seen as a small bubble. As heat is applied, the liquid expands, forcing the bubble smaller and smaller as the liq- uid pressure increases. Continued heating forces the liquid to push out against the bulb, causing the glass to shatter, opening the waterway and allowing the deflector to distrib- ute the discharging water. Model F1FR Series sprinklers provide a wide range of op- tions where quick-response, glass bulb sprinklers are used:• Pendent, recessed pendent, upright, horizontal sidewall, and vertical sidewall deflectors• K-factors of 2.8 (40 metric), 4.0 (57 metric), 4.2 (60 metric), and 5.6 (80 metric)• Flush, recessed, and concealed installations See the Design and Installation Information table in this Bulletin for information on the approvals and availability of specific Model F1FR series sprinkler configurations. Model F1FR Recessed Pendent and Recessed Horizon- tal Sidewall sprinklers are required to be used with Reliable Model F1, F2, or FP recessed escutcheons. See the Re- cessed Escutcheon Data table in this Bulletin for listing and approval information with each specific Model F1FR series sprinkler. Model F1 and F2 recessed escutcheons, shown in Fig. 1 and 3, are a friction fit assembly allowing for 3/4-inch (19mm) and 1/2-inch (12.7mm) of adjustment, respectively. Model FP recessed escutcheons, shown in Fig. 2, provide a 1/2-inch (12.7mm) threaded adjustment. Model F1FR56 Concealed Pendent and Model F1FR56LL Concealed Pendent sprinklers are required to be used with Model CCP cover plates. A standard profile Model CCP cov- er plate is available that provides up to 1/2-inch (12.7mm) of cover plate adjustment. In addition, a low profile Model CCP cover plate is also available that provides up to 5/16-inch (8.0mm) of cover plate adjustment. See the Design and In- stallation Information and Listed and Approved Temperature Ratings tables in this Bulletin for further information on ap- proved cover plate options. Application Model F1FR Series sprinklers are intended for use in accordance with NFPA 13, FM Property Loss Prevention Data Sheets, and the requirements of the Authority Hav- ing Jurisdiction. Care must be exercised that the k-factor, temperature rating, deflector style, and sprinkler type are in accordance with the requirements of the applicable design and installation standards. In addition, Model F1FR Series sprinklers must be used in accordance with their listings and approvals, as well as the information provided in this Bulletin. Installation Glass bulb sprinklers have orange bulb protectors or pro- tective caps to minimize bulb damage during shipping, han- dling and installation. Reliable sprinkler installation wrench- es are designed to install sprinklers with bulb protectors in place. Remove the bulb protector at the time when the sprin- kler system is placed in service for fire protection. Removal of the bulb protector before this time may leave the bulb vul- nerable to damage. Remove bulb protectors by undoing the clasp by hand. Do not use tools to remove bulb protectors. Model F1FR Series sprinklers must be installed with the Reliable sprinkler installation wrench identified in the Design and Installation Information table in this Bulletin. Any other wrench may damage the sprinkler. A leak tight sprinkler joint can be obtained with a torque of 8 to 18 lb-ft (11 to 24 N-m). Do not tighten sprinklers over the maximum recommended installation torque. Exceeding the maximum recommended installation torque may cause leakage or impairment of the sprinkler. Recessed Sprinklers Model F1FR Series Recessed sprinklers are to be installed as shown in Fig. 1, Fig. 2, or Fig. 3, as applicable to the spe- cific model being installed. The Recessed Escutcheon Data table in the Bulletin identifies the only recessed escutcheons that are permitted to be used with each Model F1FR Series Recessed sprinkler. The use of any other recessed escutch- eon will void all approvals and negate all warranties. Concealed Sprinklers Model F1FR Series Concealed Pendent sprinklers are to be installed as shown in Fig. 4 or Fig. 5, as applicable to the selected cover plate. Model F1FR56 Concealed Pendent and Model F1FR56LL Concealed Pendent sprinklers have a factory-installed Model CCP cup. A protective cap is in- stalled at the factory that should remain on the sprinkler until the sprinkler is installed and should then be reinstalled on the sprinkler until the cover plate is installed. The concealed sprinkler assemblies are completed by the installation of a Model CCP push-on/thread-off cover plate assembly. The cover plate and sprinkler cup assemblies are joined using a cover plate skirt with flexible tabs for threaded engage- ment. A choice of two Model CCP cover plate assemblies provides either 1/2-inch (13mm) or 5/8-inch (8mm) of cover adjustment. Do not install Model F1FR Series Concealed Pendent sprinklers in ceilings which have positive pressure in the space above. Model F1FR Series Concealed Pendent sprinklers require a 2-5/8-inch (67mm) diameter hole to be cut in the ceiling. The Model RC1 wrench is used to engage the sprinkler wrenching surfaces and to install the sprinkler in the fitting. Remove the protective cap to install the sprinkler, then reinstall the protective cap until the cover plate is installed. When inserting or remov- ing the wrench from the sprinkler/cup assembly, care should be taken to prevent damage to the sprinkler. Do not wrench any other part of the sprinkler/cup assembly. Installation is com- pleted by removing the protective cap from the sprinkler and pushing the cover plate onto the cup. Final adjustment is made by hand turning the cover plate until the skirt flange makes full contact with the ceiling. Cover plate removal requires turning the cover plate in the counter clockwise direction. After installation, inspect all sprinklers to ensure that there is a gap between the cover plate and ceiling and that the four cup slots are open and free from any air flow impediment to the space above. Concealed cover plate/cup assemblies are listed only for use with specific sprinklers. The use of any concealed cover plate/cup assembly other than the Reliable Model CCP with Model F1FR56 Concealed Pendent and Model F1FR56LL Concealed Pendent sprinklers or the use of the Model CCP Concealed cover plate assembly on any sprinkler with which it is not specifically listed my prevent good fire pro- tection and will void all guarantees, warranties, listings and approvals. 3. Design and Installation Information Model Nominal K-factor Nominal Orifice Diameter Deflector/ Orientation Nominal Sprinkler Height Installation Wrench SIN Listings and Approvals Approval Notes US Metric inches mm inches mm F1FR28 2.8 40 3/8 10 Pendent 2.25 57 D or W2 RA1411 cULus 2 Recessed Pendent 2.25 57 GFR2 RA1411 cULus 2 Upright 2.25 57 D or W2 RA1421 cULus 1,2 F1FR40 4.0 57 3/8 10 Pendent 2.25 57 D or W2 RA1418 VdS Recessed Pendent 2.25 57 GFR2 RA1418 VdS F1FR42 4.2 60 7/16 10 Pendent 2.25 57 D or W2 RA1413 cULus 2 Recessed Pendent 2.25 57 GFR2 RA1413 cULus 2 Upright 2.25 57 D or W2 RA1423 cULus 1,2 F1FR42LL 4.2 60 7/16 10 Pendent 2.25 57 D or W2 RA1410 cULus, ULH Recessed Pendent 2.25 57 GFR2 RA1410 cULus, ULH F1FRXLH (F1FR42 with Pintle) 4.2 60 7/16 10 Pendent 2.25 57 D or W2 RA1413 cULus 2 Recessed Pendent 2.25 57 GFR2 RA1413 cULus 2 Upright 2.25 57 D or W2 RA1423 cULus 1,2 F1FR56 5.6 80 1/2 15 Pendent 2.25 57 D or W2 RA1414 cULus, FM, LPCB, VdS, EC 1,2,3,4 Recessed Pendent 2.25 57 GFR2 RA1414 cULus, FM, LPCB, VdS, EC 1,2,3,4 Concealed Pendent 2.25 57 RC1 RA1414 cULus,VdS,EC 5,6 Upright 2.25 57 D or W2 RA1425 cULus, FM, LPCB, VdS, EC 1,2,3,4 "Conventional (Pendent or Upright)"2.25 57 D or W2 RA1475 LPCB, VdS, EC 4 F1FR56LL 5.6 80 1/2 15 Pendent 2.25 57 D or W2 RA1415 cULus, ULH 1 Recessed Pendent 2.25 57 GFR2 RA1415 cULus, ULH Concealed Pendent 2.25 57 RC1 RA1415 cULus, ULH 6 F1FR56 5.6 80 1/2 15 Horizontal Sidewall 2.63 67 D or W2 RA1435 cULus, FM 1,2,3,7 Recessed Horizontal Sidewall 2.63 67 GFR2 RA1435 cULus, FM 8 F1FR56 5.6 80 1/2 15 Vertical Sidewall (Pendent or Upright)2.25 57 D or W2 RA1485 cULus, FM, LPCB 1,2,3,9 (1) cULus Listed Corrosion Resistant sprinkler when ordered with available Polyester coating. (2) cULus Listed Corrosion Resistant sprinkler when ordered with available Electroless Nickel PTFE plating. (3) Available with FM approved Polyester coating in black or white. (4) Available with LPCB and VdS approved Polyester coating. (5) VdS and EC approvals of the F1FR56 Concealed Pendent sprinkler are for 155°F (68°C) temperature rated sprinklers only. VdS approved sprin- klers must use Norbulb brand glass bulbs with the 1/2-inch (12.7mm) adjustment Model CCP cover plate only. (6) Model F1FR56 Concealed Pendent and Model F1FR56LL Concealed Pendent sprinklers must be used with Reliable Model CCP cover plates, available as either standard depth with 1/2-inch (12.7mm) of adjustment or low profile with 5/16-inch (8.0 mm) of adjustment. (7) cULus Listing of the F1FR56 Horizontal Sidewall sprinkler is for Light and Ordinary Hazard occupancies only. Minimum to maximum deflector to ceiling distance shall be 4 inches to 12 inches (102mm to 305mm). FM Approval of the F1FR56 Horizontal Sidewall sprinkler is for Light Hazard occupancies only. (8) cULus Listing and FM Approval of the F1FR56 Recessed Horizontal Sidewall sprinkler is for Light Hazard occupancies only. (9) The F1FR56 Vertical Sidewall sprinkler is listed and approved for use only in Light Hazard occupancies. LPCB approval of the F1FR56 Vertical Sidewall sprinkler is for installation in the Pendent position only. Technical Data: Sensitivity: Quick-response Thread Size: 1/2-inch NPT standard; ISO 7-R1/2 optional Maximum Working Pressure: 175 psi (12 bar) - 100% Factory tested hydrostatically to 500 psi (34.5 bar) SIN RA1425, RA1414 & RA1435 cULus listed for 250 psi (17 bar) 4. Listed and Approved Temperature Ratings Model Deflector/ Orientation Ordinary Temp. Classification 100°F (38°C) Max. Ambient Temp. Intermediate Temp. Classification 150°F (65°C) Max. Ambient Temp. High Temp. Classification 225°F (107°C) Max. Ambient Temp. 135°F (57°C) Temp. Rating 155°F (68°C) Temp. Rating 175°F (79°C) Temp. Rating 200°F (93°C) Temp. Rating 286°F (141°C) Temp. Rating Orange Bulb Red Bulb Yellow Bulb Green Bulb Blue Bulb F1FR28 Pendent cULus Recessed Pendent cULus -- Upright cULus F1FR40 Pendent VdS Recessed Pendent VdS -- F1FR42 Pendent cULus Recessed Pendent cULus -- Upright cULus F1FR42LL Pendent --cULus, ULH -- Recessed Pendent --cULus, ULH -- F1FRXLH Pendent cULus Recessed Pendent cULus -- Upright cULus F1FR56 Pendent cULus, FM, LPCB, VdS, EC Recessed Pendent cULus, FM, LPCB, VdS, EC -- Concealed Pendent*cULus cULus,VdS,EC cULus -- Upright cULus, FM, LPCB, VdS, EC “Conventional (Pendent or Upright)”LPCB, VdS, EC F1FR56LL Pendent --cULus, ULH -- Recessed Pendent --cULus, ULH -- Concealed Pendent*--cULus, ULH -- F1FR56 Horizontal Sidewall cULus, FM Recessed Horizontal Sidewall cULus, FM -- F1FR56 Vertical Sidewall (Pen- dent or Upright)cULus, FM, LPCB * Model F1FR56 Concealed Pendent and F1FR56LL Concealed Pendent sprinklers must be used with Reliable Model CCP cover plates. For Ordinary Temperature Classification sprinklers use a 135°F (57°C) temperature rated cover plate. For Intermediate Temperature Classification sprinklers use a 165°F (74°C) temperature rated cover plate. Recessed Escutcheon Data Model Deflector/ Orientation Listed and Approved Recessed Escutcheons SIN Model F1 (Fig. 1 & 3) 3/4-inch (19mm) adjustment Model F2 (Fig. 1 & 3) 1/2-inch (12.7mm) adjustment Model FP (Fig. 2) 1/2-inch (12.7mm) adjustment F1FR28 Recessed Pendent cULus cULus cULus RA1411 F1FR40 Recessed Pendent VdS VdS VdS RA1418 F1FR42 Recessed Pendent cULus cULus cULus RA1413 F1FR42LL Recessed Pendent cULus, ULH cULus, ULH cULus, ULH RA1410 F1FR42XLH Recessed Pendent cULus cULus cULus RA1413 F1FR56 Recessed Pendent cULus, LPCB, VdS, EC cULus, FM, LPCB, VdS, EC cULus, VdS, EC RA1414 F1FR56LL Recessed Pendent cULus, ULH cULus, ULH cULus, ULH RA1415 F1FR56 Recessed Horizontal Sidewall cULus cULus, FM cULus RA1435 5. Fig. 1 Model F1FR56, F1FR56LL, F1FR42, F1FR40, F1FR42LL, F1FRXLH & F1FR28 Recessed Pendent sprinkler with Model F1 or F2 escutcheon Fig. 2 Model F1FR56, F1FR56LL, F1FR42, F1FR40, F1FR42LL, F1FRXLH & F1FR28 Recessed Pendent sprinkler with Model FP escutcheon 6. Fig. 3 Model F1FR56 Recessed Horizontal Sidewall sprinkler with Model F1 or F2 escutcheon Fig. 4 Model F1FR56/F1FR56LL Concealed Pendent sprinkler with standard depth 1/2-inch (12.7mm) adjustment - Model CCP cover plate 7. Fig. 5 - Model F1FR56/F1FR56LL Concealed Pendent sprinkler with low profile 5/16-inch (8.0mm) adjustment - Model CCP cover plate Maintenance The Model F1FR Series sprinklers should be inspected and the sprinkler system maintained in accordance with NFPA 25. Do not clean sprinklers with soap and water, ammonia or any other cleaning fluids. Remove dust by using a soft brush or gentle vacuuming. Replace any sprinkler which has been painted (other than factory applied) or damaged in any way. A stock of spare sprinklers should be maintained to allow quick replacement of damaged or operated sprinklers. Finishes (1) Standard FinishesSprinklerEscutcheon Cover plate(1) Bronze Brass ChromeChrome Plated Chrome Plated WhitePolyester Coated (4)(5)(6)White PaintedSpecial Application FinishesSprinklerEscutcheon Cover plate(1) Electroless Nickel PTFE(7) Electroless Nickel PTFE Bright Brass Bright Brass(3)Bright Brass Black PlatingBlack Plated Black Plated Black PaintBlack Paint(2)(6)Black Paint Off WhiteOff White(2)(6) Off White Satin ChromeChrome Dull Chrome Dull (1) Other finishes and colors are available on special order. Consult the factory for details. Custom color painted sprinklers may not retain their UL Corrosion resistance listing. Coverplate custom paint is semi-gloss, unless specified otherwise. (2) cULus Listed only. (3) 200°F (93°C) maximum. (4) cULus listed “corrosion resistance” applies to SIN Numbers RA1435 (HSW), RA1485(VSW), RA1425 (Upright), RA1414 (Pendent) and RA1415 (Pendent) in standard black or white. Corrosion resistance in other polyester colors is available upon request. (5) FM Approvals finish as “Polyester coated” applies to SIN Number RA1414, RA1435 and RA1425 in standard black or white. (6) LPCB and VdS Approved finish applies only to RA1425, RA1414, RA1418 (VdS) and RA1475. (7) cULus listed Corrosion Resistant Material Data Frame: DZR Brass, QM Brass, or Low Lead Brass Deflector:CDA Alloy 220, 260, or 510 Load Screw\Pintle: CDA Alloy 360 or 544 Cup:CDA Alloy 651 or 693 Washer:Nickel Alloy 440 or 360, coated with PTFE Adhesive Tape Bulb:Glass Ordering Information Specify: 1. Sprinkler Model: [F1FR28][F1FR40][F1FR42] [F1FR42LL][F1FRXLH][F1FR56][F1FR56LL] 2. Sprinkler Deflector/Orientation: [Pendent][Recessed Pendent][Upright][Conventional][Horizontal Sidewall] [Recessed Horizontal Sidewall][Vertical Sidewall] 3. Sprinkler threads: [1/2-inch NPT][ISO 7-R1/2] 4. Sprinkler Temperature Rating: [135°F (57°C)][155°F (68°C)][175°F (79°C)][200°F (93°C)][286°F (141°C)] 5. Sprinkler Finish 6. Escutcheon Model: [F1][F2][FP] 7. Escutcheon Finish (where applicable) 8. Cover plate Model: [standard profile CCP 1/2-inch (12.7mm) adjustment][low profile CCP 5/16-inch (8.0mm) adjustment] 9. Cover plate Temperature Rating: [135°F (57°C) for use with Ordinary Temperature sprinklers][165°F (74°C) for use with Intermediate Temperature sprinklers] 10. Cover plate Finish Note: When Model F1FR Series Recessed sprinklers are ordered, the sprinklers and escutcheons are packaged separately. Reliable Automatic Sprinkler Co., Inc. (800) 431-1588 Sales Offices (800) 848-6051 Sales Fax (914) 829-2042 Corporate Offices www.reliablesprinkler.com Internet Address Manufactured by RecycledPaper Revision lines indicate updated or new data. EG. Printed in U.S.A. 11 /17 P/N 9999970300 The equipment presented in this bulletin is to be installed in accordance with the latest published Standards of the National Fire Protection Association, Factory Mutual Research Corporation, or other similar organizations and also with the provisions of governmental codes or ordinances whenever applicable. Products manufactured and distributed by Reliable have been protecting life and property for almost 100 years. • Automatic sprinklers • Flush automatic sprinklers • Recessed automatic sprinklers • Concealed automatic sprinklers • Adjustable automatic sprinklers • Dry automatic sprinklers • Intermediate level sprinklers • Open sprinklers • Spray nozzles • Alarm valves • Retarding chambers • Dry pipe valves • Accelerators for dry pipe valves • Mechanical sprinkler alarms • Electrical sprinkler alarm switches • Water flow detectors • Deluge valves • Detector check valves • Check valves • Electrical system • Sprinkler emergency cabinets • Sprinkler wrenches • Sprinkler escutcheons and guards • Inspectors test connections • Sight drains • Ball drips and drum drips • Control valve seals • Air maintenance devices • Air compressors • Pressure gauges • Identification signs • Fire department connection Reliable offers a wide selection of sprinkler components. Following are some of the many precision-made Reliable products that guard life and property from fire around the clock. Reliable...For Complete Protection Series EC-11 and EC-14 Sprinklers, 11.2 K and 14.0 K Upright and Pendent Extended Coverage Light and Ordinary Hazard Page 1 of 8 DECEMBER 2017 TFP220 IMPORTANTAlways refer to Technical Data Sheet TFP700 for the “INSTALLER WARNING” that provides cautions with respect to handling and instal-lation of sprinkler systems and com-ponents. Improper handling and installation can permanently damage a sprinkler system or its compo-nents and cause the sprinkler to fail to operate in a fire situation or cause it to operate prematurely. Worldwide Contacts www.tyco-fire.com General Description TYCO Series EC-11 and EC-14 Extended Coverage Upright and Pendent Sprinklers are decorative glass-bulb sprinklers designed for use in light or ordinary hazard occupancies. They are intended for use in automatic sprinkler systems designed in accor-dance with standard installation rules, such as NFPA 13, for a maximum cov-erage area of 400 ft2 (37,2 m2) as com-pared to the maximum coverage area of 130 ft2 (12,1 m2) for standard cover-age sprinklers used in ordinary hazard occupancies, or the maximum cover-age area of 225 ft2 (20,6 m2) for stan-dard coverage sprinklers used in light hazard occupancies. Series EC-11 and EC-14 Extended Coverage Sprinklers feature a UL and C-UL Listing that permits their use with unobstructed or non-combusti-ble obstructed ceiling construction as defined and permitted by NFPA 13, as well as a specific application listing for use under concrete tees. Series EC-11 and EC-14 Extended Cov-erage Sprinklers have been fire tested to compare their performance to that of standard coverage spray sprinklers. These tests have shown that the pro-tection provided is equal to or more effective than standard coverage spray sprinklers. Corrosion-resistant coatings, where applicable, help extend the life of copper alloy sprinklers beyond that which occurs when exposed to corrosive atmospheres. Although corrosion-resistant coated sprinklers passed standard corrosion tests of the applicable approval agencies, this testing is not representative of all pos-sible corrosive atmospheres. Conse-quently, it is recommended that the end user be consulted with respect to the suitability of these corrosion-resistant coatings for any given corrosive envi-ronment. The effects of ambient tem-perature, concentration of chemicals, and gas/chemical velocity should be considered, along with the corrosive nature of the chemical to which the sprinklers will be exposed. NOTICE Series EC-11 and EC-14 Extended Cov-erage Sprinklers described herein must be installed and maintained in compli-ance with this document, as well as with the applicable standards of the NFPA, in addition to the standards of any other authorities having jurisdiction. Failure to do so may impair the perfor-mance of these devices. The owner is responsible for main-taining their fire protection system and devices in proper operating con-dition. Contact the installing contrac-tor or product manufacturer with any questions. Sprinkler Identification Numbers TY5137 Upright, 11 2K TY5237 Pendent, 11 2K TY6137 Upright, 14 0K TY6237 Pendent, 14 0K TY5137 is a re-designation for C5137, G1894, and S2510TY5237 is a re-designation for C5237, G1893, and S2511TY6137 is a re-designation for C6137, G1896, and S2610TY6237 is a re-designation for C6237, G1895, and S2611 Technical Data ApprovalsTYCO Series EC-11 and EC-14 Extended Coverage Upright and Pendent Sprinklers are UL and C-UL Listed. Refer to Table A for complete sprinkler approval information including corrosion-resistant status. The approv-als apply to the service conditions indi-cated in the Design Criteria section. Series EC-11 and EC-14 Extended Cov-erage Sprinklers are FM Approved. Refer to Table A for complete sprinkler approval information including corro-sion-resistant status. The approvals apply to the service conditions indi-cated in the Design Criteria section. The Style 60 Two-Piece Flush Escutch-eon (Figure 4) is UL Listed for use with the Series EC-11 and EC-14 Pendent Sprinklers. Maximum Working Pressure175 psi (12,1 bar) Pipe Thread Connection3/4 in. NPT TFP220 Page 2 of 8 Discharge CoefficientsK = 11.2 GPM/psi½ (161,3 LPM/bar½) K = 14.0 GPM/psi½ (201,6 LPM/bar½) Temperature RatingsRefer to Table A FinishSprinkler: Refer to Table A Recessed or Flush Escutcheon: White-Coated, Chrome-Plated, and Brass-Plated Physical CharacteristicsFrame............................BronzeButton............................BronzeSealing Assembly . Beryllium Nickel w/TEFLONBulb ........................Glass (3 mm)Compression Screw . . . . . . . . . . . . . . . . BronzeDeflector. . . . . . . . . . . . . . . . . . . . . . . . . . . Brass Operation The glass bulb contains a fluid that expands when exposed to heat. When the rated temperature is reached, the fluid expands sufficiently to shatter the glass bulb, which- then allows the sprinkler to activate and flow water. Design Criteria TYCO Series EC-11 and EC-14 Extended Coverage Upright and Pendent Sprinklers must only be installed in accordance with the appli-cable UL and C-UL Listing or FM Approval requirements as indicated below. Only Style 30 or 40 Recessed Escutcheons are to be used for recessed installation, as applicable. Refer to Tables A, B, and C, for more information. UL and C-UL Listing Requirements1. Series EC-11 and EC-14 Extended Coverage Sprinklers may be used for the coverage areas shown in Table D, based on maintaining the minimum specified flow rate as a function of coverage area and haz-ard group for all sprinklers in the design area. 2. Series EC-11 and EC-14 Extended Coverage Sprinklers are permitted to be used with unobstructed or non-combustible obstructed ceil-ing construction as defined and permitted by NFPA 13; for example: • Unobstructed, combustible or noncombustible, ceiling con-struction with a deflector to ceiling/roof deck distance of 1 to 12 in. (25 to 300 mm). • Obstructed, non-combusti-ble, ceiling construction with a deflector location below struc-tural members of 1 to 6 in. (25 to 150 mm) and a maximum deflector to ceiling/roof deck dis-tance of 22 in. (550 mm). 3. Series EC-11 and EC-14 Extended Coverage Sprinklers, specifically tested and listed for non-combus-tible obstructed construction, are permitted to be used within truss-es or bar joists having non-com-bustible web members greater than 1 in. (25.4 mm) when apply-ing the 4 times obstruction crite-ria rule defined under “Obstruc-tions to Sprinkler Discharge Pattern Development”. 4. To prevent cold soldering, the minimum allowable spacing be-tween Series EC-11 and EC-14 Ex-tended Coverage Sprinklers is 8 ft (2,4 m) for upright sprinklers and 9 ft (2,7 m) for pendent sprinklers. 5. Series EC-11 and EC-14 Extended Coverage Sprinklers are to be in-stalled in accordance with all oth-er requirements of NFPA 13 for extended coverage upright and pendent sprinklers; For exam-ple, obstructions to sprinkler dis-charge, obstructions to sprinkler pattern development, obstructions to prevent sprinkler discharge from reaching hazard and clearance to storage. UL and C-UL Specific Application Listing Requirements for Installation under Concrete TeesSeries EC-11 and EC-14 Extended Cov-erage Upright and Pendent Sprinklers (TY5137, TY5237, TY6137 and TY6237) have a UL and C-UL Specific Applica-tion Listing for use under concrete tees when installed as follows: 1. Stems of the concrete tee con-struction must be spaced at less than 7.5 ft (2,3 m) on center but more than 3 ft (0,9 m) on center. The depth of the concrete tees must not exceed 30 in. (762 mm). The maxi-mum permitted concrete tee length is 32 ft (9,8 m). However, where the concrete tee length exceeds 32 ft (9,8 m), non-combustible baffles, equal in height to the depth of the tees, can be installed so that the space between the tees does not exceed 32 ft (9,8 m) in length. SECTION CROSS PENDENTUPRIGHT 1 2 3 4 5 6 WRENCHFLAT ESCUTCHEON PLATESEATING SURFACE 1/2" (12,7 mm)NOMINAL MAKE-IN 1-11/16"(42,7 mm) 2-7/16"(61,9 mm)UPRIGHT &PENDENT * **3/4"NPT Pipe thread connections perISO 7-1 can be provided onspecial request. 5 4 6 Components: 23 Temperature rating isindicated on Deector. - Compression Screw-Bulb -Deector --Sealing AssemblyButton Frame1- ** * * FIGURE 1 SERIES EC-11 AND EC-14 EXTENDED COVERAGE SPRINKLERS 11.2 K-FACTOR UPRIGHT (TY5137) AND PENDENT (TY5237) 14.0 K-FACTOR UPRIGHT (TY6137) AND PENDENT (TY6237) ASSEMBLY TFP220 Page 3 of 8 Hazard Type Temperature Bulb Liquid Sprinkler Finisha Natural Brass Chrome Plated Polyesterb Lead Coated Light Table B describes UL and C-UL Sensitivity Rating Table C describes FM Sensitivity Rating Upright K=11.2 (TY5137) Pendent K=11.2 (TY5237) K=14.0 (TY6237) 135 °F (57 °C)Orange 1, 2, 3c, 4155 °F (68 °C)Red 175 °F (79 °C)Yellow 200 °F (93 °C)Green 1, 2, 4286 °F (141 °C)Blue Recessed Pendent K=11.2 (TY5237) K=14.0 (TY6237) With Style 30 Escutcheon 135 °F (57 °C)Orange 1, 2, 3, 4155 °F (68 °C)Red 175 °F (79 °C)Yellow 1, 2, 4 N/Ad200 °F (93 °C)Green 286 °F (141 °C)Blue Ordinary Table B describes UL and C-UL Sensitivity Rating Table C describes FM Sensitivity Rating Upright K=11.2 (TY5137) K=14.0 (TY6137) Pendent K=11.2 (TY5237) K=14.0 (TY6237) 135 °F (57 °C)Orange 1, 2, 3, 4 155 °F (68 °C)Red 175 °F (79 °C)Yellow 200 °F (93 °C)Green 286 °F (141 °C)Blue Recessed Pendent K=11.2 (TY5237) K=14.0 (TY6237) With Style 30 or 40 Escutcheon 135 °F (57 °C)Orange 1, 2, 4 N/A155 °F (68 °C)Red 175 °F (79 °C)Yellow 200 °F (93 °C)Green NOTES1. Listed by Underwriters Laboratories, Inc. (UL)2. Listed by Underwriters Laboratories, Inc., for use in Canada (C-UL)3. Approved by Factory Mutual Corporation (FM)4. Approved by the City of New York under MEA 177-03-E a. Where Polyester Coated or Lead Coated Sprinklers are noted to be UL and C-UL Listed as Corrosion Resistant Sprinklers. b. Frame and Deflector onlyc. Pendent onlyd. N/A = Not available Area ft x ft Style Light Hazard Ordinary Hazard 135 °F (57 °C)155 °F (68 °C)175 °F (79 °C)200 °F (93 °C)286 °F (141 °C)135 °F (57 °C)155 °F (68 °C)175 °F (79 °C)200 °F (93 °C)286 °F (141 °C) 14 x 14 Upright or Pendent -----QR QR QR QR QR Style 30 Recessed -----QR QR QR QR QR Style 40 Recessed -----QR QR QR QR QR 16 x 16 Upright or Pendent QR QR QR QR QR SR SR SR SR SR Style 30 Recessed QR QR QR QR QR SR SR SR SR SR Style 40 Recessed N/A N/A N/A N/A N/A SR SR SR SR SR 18 x 18 Upright or Pendent QR QR QR QR QR SR SR SR SR SR Style 30 Recessed QR QR QR QR QR SR SR SR SR SR Style 40 Recessed N/A N/A N/A N/A N/A SR SR SR SR SR 20 x 20 Upright or Pendent QR QR QR SR SR SR SR SR SR SR Style 30 Recessed QR QR QR SR SR SR SR SR SR SR Style 40 Recessed N/A N/A N/A N/A N/A SR SR SR SR SR NOTES • QR = Quick Response • SR = Standard Response • QR and SR does not apply to Upright K=14.0 • Refer to Table D for permitted K-Factor/Area Combinations. TABLE A LABORATORY LISTINGS AND APPROVALS TABLE B SENSITIVITY RATING FOR UL AND C-UL LISTING OF SERIES EC-11 OR EC-14 SPRINKLERS TFP220 Page 4 of 8 2. The sprinkler deflectors are to be located in a horizontal plane at or above 1 in. (25,4 mm) below the bottom of the concrete tee stems. 3. When the sprinkler deflectors are located higher than a horizontal plane 1 in. (25,4 mm) beneath the bottom of the concrete tee stems, the obstruction to sprinkler dis-charge criteria requirements of NFPA 13 for extended coverage upright and pendent sprinklers applies. FM Approval RequirementsSeries EC-11 and EC-14 Extended Coverage Upright and Pendent Sprin-klers are to be installed in accor-dance with the applicable FM Loss Prevention Data Sheet for limited use in buildings of specific roof construc-tion and for the protection of certain specific ordinary hazard (non-storage and/or non-flammable or combustible liquid) occupancies. Information pro-vided in the FM Loss Prevention Data Sheets relates to, but is not limited to, hydraulic design, ceiling slope, and obstructions, minimum and maximum allowable spacing, and deflector-to-ceiling distance. These criteria may differ from UL and/or NFPA criteria. Therefore, the designer should review and become familiar with FM requirements before proceeding with design. HC-1 Linear Spacing ft Area Spacing ft Ceiling Height ft Ceiling Type K-factor Style Response Min Max Min Max 10 20 100 400 Up to 30 Noncombustible Unobstructed, Noncombustible Obstructed, or Combustible Unobstructed 11.2 EC 14.0 EC Pendent or Upright Quick 10 20 100 400 Up to 30 Noncombustible Unobstructed, Noncombustible Obstructed, or Combustible Unobstructed 11.2 EC 14.0 EC Pendent Recessed Style 30 10 20 100 400 Up to 30 Combustible Obstructed 11.2 EC 14.0 EC Pendent or Upright 10 20 100 400 Up to 30 Combustible Obstructed 11.2 EC 14.0 EC Pendent Recessed Style 30 10 20 100 400 Over 30 and up to 45 Noncombustible Unobstructed 11.2 EC 14.0 EC Upright HC-2 Linear Spacing ft Area Spacing ft Ceiling Height ft Ceiling Type K-factor Style Response Min Max Min Max 10 20 100 400 Up to 30 Noncombustible Unobstructed, Combustible Unobstructed 11.2 EC Upright Quick 10 20 100 400 Up to 30 14.0 EC Pendent or Upright 10 16 100 256 Over 30 and up to 45 11.2 EC 14.0 EC Upright HC-3 Linear Spacing ft Area Spacing ft Ceiling Height ft Ceiling Type K-Factor Style Response Min Max Min Max 10 16 100 256 Up to 30 Noncombustible Unobstructed, Combustible Unobstructed 11.2 EC Upright Quick 10 20 100 400 Up to 30 14.0 EC Pendent or Upright 10 16 100 256 Over 30 and up to 45 11.2 EC, 14.0 EC Upright NOTES• The design for K 11.2 EC (K 160 EC) sprinklers should not include fewer than six sprinklers or have a design pressure of less than 12 psi (0,8 bar); similarly the design for K 14.0 EC (K 200 EC)sprinklers should not include fewer than four sprinklers or have a design pressure of less than 18 psi (1,2 bar).• For flow criteria, refer to FM Loss Prevention Data Sheet 3-26.• Refer to FM Loss Prevention Data Sheet 2-0 for permitted K-Factor/Area Combinations. TABLE C SENSITIVITY RATING FOR FM APPROVAL OF SERIES EC-11 OR EC-14 SPRINKLERS TFP220 Page 5 of 8 Installation TYCO Series EC-11 and EC-14 Extended Coverage Upright and Pendent Sprinklers must be installed in accordance with this section. General InstructionsDo not install any bulb-type sprinkler if the bulb is cracked or there is a loss of liquid from the bulb. With the sprin-kler held horizontally, a small air bubble should be present. The diameter of the air bubble is approximately 1/16 in. (1,6 mm) for the 135 °F (57 °C) to 3/32 in. (2,4 mm) for the 286 °F (141 °C) temperature ratings. A leak-tight 3/4 in. NPT sprinkler joint should be obtained by apply-ing a minimum-to-maximum torque of 10 to 20 ft-lb (13,4 to 26,8 N·m). Higher levels of torque may distort the sprin-kler inlet with consequent leakage or impairment of the sprinkler. Do not attempt to compensate for insufficient adjustment in an Escutch-eon Plate by under or over-tightening the Sprinkler. Re-adjust the position of the sprinkler fitting to suit. Step 1. Install the sprinkler with the deflector parallel to the mounting surface. Install pendent sprinklers in the pendent position; install upright sprinklers in the upright position. Step 2. After installing the Style 30, 40, or 60 mounting plate (or other applica-ble escutcheon) over the sprinkler pipe threads and with pipe-thread sealant applied to the pipe threads, hand-tighten the sprinkler into the sprinkler fitting. Step 3. For upright or pendent sprin-klers, wrench-tighten using only the W-Type 3 (End A) Sprinkler Wrench. For the pendent sprinkler installed with Style 30, 40, or 60 Escutcheon, wrench-tighten the sprinkler using only the W-Type 22 Sprinkler Wrench. Apply the wrench recess of the appli-cable sprinkler wrench (Figure 5 and 6) to the sprinkler wrench flats (Figure 1). Care and Maintenance TYCO Series EC-11 and EC-14 Extended Coverage Upright and Pendent Sprinklers must be maintained and serviced in accordance with this section. Before closing a fire protection system main control valve for maintenance work on the fire protection system that it controls, obtain permission to shut down the affected fire protection systems from the proper authorities and notify all personnel who may be affected by this action. Sprinklers which are found to be leaking or exhibiting visible signs of corrosion must be replaced. Description Area ft x ft Light Hazard 0.10 GPM/ft2 Group I Ordinary Hazard 0.15 GPM/ft2 Group II Ordinary Hazard 0.20 GPM/ft2 GPM PSI GPM PSI GPM PSI TY5137 (K=11.2) Upright 14 x 14 30 7.2 30 7.2 39 12.1 16 x 16 30 7.2 39 12.1 51 20.7 18 x 18 33 8.7 49 19.1 65 33.7 20 x 20 40 12.8 60 28.7 80 51.0 TY5237 (K=11.2) Pendent 14 x 14 30 7.2 30 7.2 39 12.1 16 x 16 30 7.2 39 12.1 51 20.7 18 x 18 33 8.7 49 19.1 65 33.7 20 x 20 40 12.8 60 28.7 80 51.0 TY6137 (K=14.0) Upright 14 x 14 N/A N/A 39 7.8 51 13.3 16 x 16 N/A N/A 39 7.8 51 13.3 18 x 18 N/A N/A 49 12.3 65 21.6 20 x 20 N/A N/A 60 18.4 80 32.7 TY6237 (K=14.0) Pendent 14 x 14 37 7.0 39 7.8 51 13.3 16 x 16 37 7.0 39 7.8 51 13.3 18 x 18 37 7.0 49 12.3 65 21.6 20 x 20 40 8.2 60 18.4 80 32.7 NOTES• 1 ft = 0.348 m• 1 ft2 = 0.093 m2 • 1 GPM = 3.785 LPM• 1 psi = 0.06895 bar• 1 GPM/ft2 = 40.74 mm/min TABLE D FLOW CRITERIA FOR UL AND C-UL LISTING OF SERIES EC-11 AND EC-14 SPRINKLERS TFP220 Page 6 of 8 Automatic sprinklers must never be painted, plated, coated, or other-wise altered after leaving the factory. Modified sprinklers must be replaced. Sprinklers that have been exposed to corrosive products of combustion, but have not operated, should be replaced if they cannot be completely cleaned by wiping the sprinkler with a cloth or by brushing it with a soft bristle brush. Care must be exercised to avoid damage to the sprinklers before, during, and after installation. Sprin-klers damaged by dropping, striking, wrench twist/slippage, or the like, must be replaced. Also, replace any sprinkler that has a cracked bulb or that has lost liquid from its bulb. Refer to the Instal-lation section, for more information. Frequent visual inspections are rec-ommended to be initially performed for corrosion resistant coated sprin-klers, after the installation has been completed, to verify the integrity of the corrosion resistant coating. Thereafter, annual inspections per NFPA 25 should suffice; however, instead of inspecting from the floor level, a random sampling of close-up visual inspections should be made, so as to better determine the exact sprinkler condition and the long term integrity of the corrosion resistant coating, as it may be affected by the corrosive conditions present. MOUNTING SURFACE FACE OF SPRINKLER FITTING 2-1/4" DIA. (57,2 mm) 2-7/8" DIA.(73,0 mm) MOUNTING PLATE 1/8"(3,2 mm) 5/8±1/4" (15,9±6,4 mm) 7/8" (22,2 mm) 1-3/8" (34,9 mm) 1/4" (6,4 mm) 3/4" (19,1 mm) CLOSURE MOUNTINGSURFACE1/8"(3,2 mm) 1-13/16" (46,0 mm) 2-5/16" (58,7 mm) CLOSURE ESCUTCHEON PLATESEATING SURFACE:1/4" (6,4 mm) ABOVETO 1/2" (12,7 mm) BELOWMOUNTING SURFACE;3/4" (19,1 mm) TOTALADJUSTMENT 2-1/4" DIA. (57,2 mm) 2-7/8" DIA.(73,0 mm) FACE OFSPRINKLER FITTING:3/8" (9,5 mm) ABOVETO 1/8" (3,2 mm) BELOWMOUNTING SURFACE 3/4" NPT MOUNTING PLATE INTERNALDIMENSIONS OFSTYLE 60 ESCUTCHEONACCOMMODATECLASS 150 MALLEABLEIRON REDUCINGSPRINKLER FITTING "FITTING SIDE"TOWARDS SPRINKLERFITTING WRENCHRECESS(END "A") WRENCHRECESS WRENCHHEX 1/4" (6,4 mm) 1/2" (12,7 mm) MOUNTINGSURFACE FACE OFSPRINKLERFITTING 1/2±1/8"(12,7±3,2 mm)2-1/4" DIA.(57,2 mm) 2-7/8" DIA.(73,0 mm) CLOSURE 1-3/8" (34,9 mm) 1-1/8" (28,6 mm) MOUNTING PLATE 1/8"(3,2 mm) FIGURE 3 SERIES EC-11 AND EC-14 RECESSED PENDENT SPRINKLER ASSEMBLY WITH TWO-PIECE 3/4 IN. TOTAL ADJUSTMENT STYLE 40 RECESSED ESCUTCHEON FIGURE 4 SERIES EC-11 AND EC-14 PENDENT SPRINKLER ASSEMBLY WITH 3/4 IN. TOTAL ADJUSTMENT STYLE 60 TWO-PIECE FLUSH ESCUTCHEON FIGURE 5 W-TYPE 3 SPRINKLER WRENCH FIGURE 6 W-TYPE 22 RECESSED SPRINKLER WRENCH FIGURE 2 SERIES EC-11 AND EC-14 RECESSED PENDENT SPRINKLER ASSEMBLY WITH TWO-PIECE 1/2 IN. TOTAL ADJUSTMENT STYLE 30 RECESSED ESCUTCHEON TFP220 Page 7 of 8 P/N 51 – XXX – X – XXX The owner is responsible for the inspection, testing, and maintenance of their fire protection system and devices in compliance with this doc-ument, as well as with the applicable standards recognized by the Approval agency, such as NFPA 25, in addition to the standards of any authorities having jurisdiction. Contact the installing con-tractor or product manufacturer with any questions. Automatic sprinkler systems are rec-ommended to be inspected, tested, and maintained by a qualified Inspec-tion Service in accordance with local requirements and/or national codes. Limited Warranty For warranty terms and conditions, visit www.tyco-fire.com. Ordering Procedure Contact your local distributor for availability. When placing an order, indicate the full product name and Part Number (P/N). Sprinkler Assemblies with NPT Thread ConnectionsSpecify: Series EC-11 or EC-14 (specify) Sprinkler, SIN (specify), (specify) K-factor, Pendent or Upright (specify) Extended Coverage, (specify) temperature rating, (specify) finish, P/N (from to Table E) Recessed Escutcheon, Two-PieceSpecify: Style (30 or 40) Two-Piece Recessed Escutcheon with (specify) finish, P/N (specify*) *Refer to Technical Data Sheet TFP770 Flush Escutcheon, Two-PieceSpecify: Style 60 Two-Piece Flush Escutcheon with (specify) finish, P/N (specify**) **Refer to Technical Data Sheet TFP778 Sprinkler WrenchesSpecify: W-Type 3 Sprinkler Wrench, P/N 56-895-1-001 Specify: W-Type 22 Recessed Sprinkler Wrench, P/N 56-665-7-001 SIN 893 11.2K Pendent TY5237 894 11.2K Upright TY5137 895 14.0K Pendent TY6237 896 14.0K Upright TY6137 SPRINKLER FINISH1 1 NATURAL BRASS 4 SIGNAL WHITE (RAL9003) POLYESTER 5 JET BLACK (RAL9005) POLYESTER 7 LEAD COATED 9 CHROME-PLATED TEMPERATURE RATING 135 135 °F (57 °C) 155 155 °F (68 °C) 175 175 °F (79 °C) 200 200 °F (93 °C) 286 286 °F (141 °C) 000 OPEN2 TABLE E SERIES EC-11 AND EC-14 UPRIGHT AND PENDENT SPRINKLERS PART NUMBER SELECTION NOTES: 1. Escutcheon ordered separately. 2. OPEN indicates the sprinkler assembly without glass bulb, button, and sealing assembly. TFP220 Page 8 of 8 NATIONAL FIRE PROTECTION ASSOCIATION and NFPA are registered trademarks of National Fire Protection Association; TEFLON is a registered trademark of DuPont 1400 Pennbrook Parkway, Lansdale, PA 19446 | Telephone +1-215-362-0700 © 2018 Johnson Controls. All rights reserved. All specifications and other information shown were current as of document revision date and are subject to change without notice. victaulic.com 06.08 1536 Rev L Updated 10/2017 © 2017 Victaulic Company. All rights reserved. ALWAYS REFER TO ANY NOTIFICATIONS AT THE END OF THIS DOCUMENT REGARDING PRODUCT INSTALLATION, MAINTENANCE OR SUPPORT. 1.0 PRODUCT DESCRIPTION Available Sizes: • 2 x 1" through 10 x 8"/DN50 x DN25 through DN250 x DN200 Pipe Material: • Carbon steel Maximum Working Pressure: • Up to 500 psi/3447 kPa • Working pressure dependent on material, wall thickness and size of pipe Application: • Joins OGS roll grooved and cut grooved pipe, as well as OGS grooved fittings, valves and accessories • Permits direct reduction on piping run • Optional steel washer prevents telescoping of the smaller pipe inside the larger pipe during vertical system assembly Pipe Preparation: • Cut or roll grooved in accordance with publication 25.01: Victaulic Standard Groove Specifications. 2.0 CERTIFICATION/LISTINGS NOTES • Download publication 10.01 for Fire Protection Certifications/Listings Reference Guide. Victaulic® Reducing Coupling Style 750 06.08 1 System No.Location Submitted By Date Spec Section Paragraph Approved Date 06.08 1536 Rev L Updated 10/2017 © 2017 Victaulic Company. All rights reserved. victaulic.com 3.0 SPECIFICATIONS – MATERIAL Housing: Ductile iron conforming to ASTM A536, Grade 65-45-12. Ductile iron conforming to ASTM A395, Grade 65-45-15, is available upon special request. Housing Coating: (specify choice) Standard: Orange enamel. Optional: Hot dipped galvanized conforming to ASTM A153. Optional: Contact Victaulic with your requirements. Gasket: (specify choice1) Grade “E” EPDM EPDM (Green stripe color code). Temperature range –30ºF to +230ºF/–34ºC to +110ºC. May be specified for hot water service within the specified temperature range plus a variety of dilute acids, oil-free air and many chemical services. UL Classified in accordance with ANSI/NSF 61 for cold +73°F/+23°C and hot +180°F/+82°C potable water service and ANSI/NSF 372. NOT COMPATIBLE FOR USE WITH PETROLEUM SERVICES OR STEAM SERVICES. Grade “T” Nitrile Nitrile (Orange stripe color code). Temperature range –20ºF to +180ºF/–29ºC to +82ºC. May be specified for petroleum products, hydrocarbons, air with oil vapors, vegetable and mineral oils within the specified temperature range; not compatible for hot dry air over +140°F/+60°C and water over +150°F/+66°C. NOT COMPATIBLE FOR USE WITH HOT WATER SERVICES OR STEAM SERVICES. Others For alternate gasket selection, reference publication 05.01: Victaulic Seal Selection Guide. 1 Services listed are General Service Guidelines only. It should be noted that there are services for which these gaskets are not compatible. Reference should always be made to the latest Victaulic Seal Selection Guide for specific gasket service guidelines and for a listing of services which are not compatible. Bolts/Nuts (specify choice2): Standard: Carbon steel oval neck track bolts meeting the mechanical property requirements of ASTM A449 (imperial) and ISO 898-1 Class 9.8 (metric). Carbon steel hex nuts meeting the mechanical property requirements of ASTM A563 Grade B (imperial – heavy hex nuts) and ASTM A563M Class 9 (metric – hex nuts). Track bolts and hex nuts are zinc electroplated per ASTM B633 ZN/FE5, finish Type III (imperial) or Type II (metric). Optional (imperial): Stainless steel oval neck track bolts meeting the mechanical property requirements of ASTM F593, Group 2 (316 stainless steel), condition CW. Stainless steel heavy nuts meeting the mechanical property requirements of ASTM F594, Group 2 (316 stainless steel), condition CW, with galling reducing coating. Assembly Washer (optional): Galvanized carbon steel. 2 Optional bolts/nuts are available in imperial size only 2 victaulic.com 06.08 1536 Rev L Updated 10/2017 © 2017 Victaulic Company. All rights reserved. victaulic.com 4.0 DIMENSIONS Style 750 X ZY X ZY Size Pipe End Separation2 Deflect. From CL3 Bolt/Nut Dimensions Weight Nominal Allowable Per Cplg.Pipe Qty. Size Approximate (Each)X Y Z inches DN inches mm Degrees In./Ft. mm/m inches mm inches mm inches mm inches mm lb kg 2 x 1 0 - 0.07 0° - 57'0.20 2 3/8 x 2 3.38 5.28 1.88 2.7 DN50 DN25 0 - 1.8 17 85 134 48 1.2 1 1/2 0 - 0.07 0° - 57'0.20 2 3/8 x 2 3.38 5.28 1.88 2.0 DN40 0 - 1.8 17 85 134 48 1.0 2 1/2 x 2 0 - 0.07 0° - 47'0.16 2 3/8 x 2 4.00 5.93 1.88 3.1 DN50 0 - 1.8 14 102 151 48 1.4 x 2 0 - 0.07 0° - 47'0.16 2 1/2 x 2 3/4 4.38 6.63 1.88 4.6 DN65 DN50 0 - 1.8 14 111 168 48 2.1 3 x 2 0 - 0.07 0° - 39'0.13 2 1/2 x 2 3/4 4.75 7.13 1.88 4.9 DN80 DN50 0 - 1.8 11 121 181 48 2.2 2 1/2 0 - 0.07 0° - 39'0.13 2 1/2 x 2 3/4 4.75 7.13 1.88 4.3 0 - 1.8 11 121 181 48 2.0 0 - 0.07 0° - 39'0.13 2 1/2 x 2 3/4 4.75 7.13 1.88 4.2 DN65 0 - 1.8 11 121 181 48 1.9 4 x 2 0 - 0.13 1° - 19'0.28 2 5/8 x 3 1/4 6.25 8.90 2.25 8.1 DN100 DN50 0 - 3.2 25 159 226 57 3.7 2 1/2 0 - 0.13 1° - 19'0.28 2 5/8 x 3 1/4 6.25 8.90 2.25 8.6 0 - 3.2 25 159 226 57 3.9 0 - 0.13 1° - 19'0.28 2 5/8 x 3 1/4 6.25 8.90 2.25 6.9 DN65 0 - 3.2 25 159 226 57 3.1 3 0 - 0.13 1° - 19'0.28 2 5/8 x 3 1/4 6.00 8.90 2.25 6.7 DN80 0 - 3.2 25 152 226 57 3.0 5 x 4 0 - 0.13 1° - 3'0.22 2 3/4 x 4 1/4 7.18 10.70 2.13 11.2 DN100 0 - 3.2 19 182 272 54 5.1 x 4 0 - 0.13 0° - 55'0.19 2 3/4 x 4 1/4 8.63 11.90 2.25 15.2 165.1 DN100 0 - 3.2 16 219 302 57 6.9 6 x 4 0 - 0.13 0° - 52'0.18 2 3/4 x 4 1/4 8.63 11.90 2.25 16.7 DN150 DN100 0 - 3.2 15 219 302 57 7.6 5 0 - 0.13 0° - 52'0.18 2 3/4 x 4 1/4 8.31 11.90 2.25 12.9 0 - 3.2 15 211 302 57 5.9 8 x 0 - 0.13 0° - 38'0.13 2 7/8 x 5 10.75 14.88 2.50 23.2 DN200 165.1 0 - 3.2 11 273 378 64 10.5 6 0 - 0.13 0° - 38'0.13 2 7/8 x 5 10.81 14.88 2.50 22.4 DN150 0 - 3.2 11 275 378 64 10.2 10 x 8 0 - 0.13 0° - 25'0.90 2 1 x 5 1/2 13.12 17.26 2.62 31.4 DN250 DN200 0 - 3.2 8 333 438 67 14.2 3 Allowable Pipe End Separation and Deflection figures show the maximum nominal range of movement available at each joint for standard roll grooved pipe. Figures for standard cut grooved pipe may be doubled. These figures are maximums; for design and installation purposes, these figures should be reduced by: 50% for ¾ – 3 ½"/DN20 – DN90; and 25% for 4"/DN100 and larger. NOTE • Metric thread size bolts are avaialble (colord-coded gold) for all coupling sizes upon request. Contact Victaulic for details. 3 victaulic.com 06.08 1536 Rev L Updated 10/2017 © 2017 Victaulic Company. All rights reserved. victaulic.com 5.0 PERFORMANCE Style 750 Size Maximum Working Pressure4 Maximum End Load4Nominal inches DN psi kPa lb N 2 x 1 350 500 DN50 DN25 2413 2,225 1 1/2 350 1000 DN40 2413 4,450 2 1/2 x 2 500 2215 DN50 3447 9,850 x 2 350 1550 DN65 DN50 2413 6,900 3 x 2 350 1550 DN80 DN50 2413 6,900 2 1/2 500 3250 3447 14,460 350 2475 DN65 2413 11,010 4 x 2 350 1550 DN100 DN50 2413 6,900 2 1/2 350 2275 2413 10,125 350 2475 DN65 2413 11,014 3 500 4810 DN80 3447 21,400 5 x 4 350 5565 DN100 2413 24,765 6 x 4 350 5565 DN150 DN100 2413 24,765 5 350 8500 2413 37,825 8 x 350 11610 DN200 165.1 2413 51,645 6 350 12060 DN150 2413 53,645 10 x 8 350 20450 DN250 DN200 2413 90,970 4 Working Presssure and End Load are total, from all internal and external loads, based on standard weight (ANSI) steel pipe, standard roll or cut grooved in accordance with Victaulic specifications. Contact Victaulic for performance on other pipe and material. Maximum working pressure rating based on larger pipe size. Maximum end load rating based on smaller pipe size. NOTES • WARNING: FOR ONE-TIME FIELD USE ONLY, the Maximum Joint Working Pressure may be increased to 1 ½ times the figures shown. • For joint pressure ratings on additional carbon steel wall thicknesses, see publication 06.15. 4 victaulic.com 06.08 1536 Rev L Updated 10/2017 © 2017 Victaulic Company. All rights reserved. victaulic.com 5.1 PERFORMANCE Flow Data - Head Loss • Equivalent lengths of standard weight steel pipe are shown in the tables. All data is based on water flowing at +60°F/+16°C. Flow Reducing Flow Expanding Size Equivalent Pipe Length Size Equivalent Pipe Length Nominal Small Diameter Nominal Small Diameter inches DN ft m inches DN ft m 2 x 1 5.9 1 DN25 x 2 DN50 2.7 DN50 DN25 1.8 0.8 1 1/2 2.0 1 1/2 DN40 x 2 DN50 1.9 DN40 0.6 0.6 2 1/2 x 2 1.9 2 DN50 x 2 1/2 1.0 DN50 0.6 0.3 x 2 1.9 DN65 1.0 DN65 DN50 0.6 0.3 3 x 2 5.5 3 DN80 3.5 DN80 DN50 1.7 1.1 2 1/2 3.8 4 DN100 3.0 1.2 0.9 3.8 2 1/2 x 3 DN80 2.5 DN65 1.2 0.8 4 x 2 6.0 4 DN100 3.0 DN100 DN50 1.8 0.9 2 1/2 6.0 DN65 x 3 DN80 2.5 1.8 0.8 6.0 4 DN100 3.0 DN65 1.8 0.9 3 6.0 3 DN80 x 4 DN100 2.5 DN80 1.8 0.8 5 x 4 3.0 4 DN100 x 5 3.3 DN100 0.9 1.0 x 4 6.0 165.1 4.6 165.1 DN100 1.8 1.4 6 x 4 6.0 6 DN150 4.6 DN150 DN100 1.8 1.4 5 4.5 5 x 6 DN150 2.3 1.4 0.7 8 x 7.3 165.1 x 8 DN200 5.4 DN200 165.1 2.2 1.7 6 7.3 6 DN150 x 8 DN200 6.0 DN150 2.2 1.8 10 x 8 8.7 8 DN200 x 10 DN250 6.3 DN250 DN200 2.7 1.9 5 victaulic.com 06.08 1536 Rev L Updated 10/2017 © 2017 Victaulic Company. All rights reserved. victaulic.com User Responsibility for Product Selection and SuitabilityEach user bears final responsibility for making a determination as to the suitability of Victaulic products for a particular end-use application, in accordance with industry standards and project specifications, and the applicable building codes and related regulations as well as Victaulic performance, maintenance, safety, and warning instructions. Nothing in this or any other document, nor any verbal recommendation, advice, or opinion from any Victaulic employee, shall be deemed to alter, vary, supersede, or waive any provision of Victaulic Company's standard conditions of sale, installation guide, or this disclaimer. Intellectual Property Rights No statement contained herein concerning a possible or suggested use of any material, product, service, or design is intended, or should be constructed, to grant any license under any patent or other intellectual property right of Victaulic or any of its subsidiaries or affiliates covering such use or design, or as a recommendation for the use of such material, product, service, or design in the infringement of any patent or other intellectual property right. The terms “Patented” or “Patent Pending” refer to design or utility patents or patent applications for articles and/or methods of use in the United States and/or other countries. NoteThis product shall be manufactured by Victaulic or to Victaulic specifications. All products to be installed in accordance with current Victaulic installation/assembly instructions. Victaulic reserves the right to change product specifications, designs and standard equipment without notice and without incurring obligations. Installation Reference should always be made to the Victaulic installation handbook or installation instructions of the product you are installing. Handbooks are included with each shipment of Victaulic products, providing complete installation and assembly data, and are available in PDF format on our website at www.victaulic.com. Warranty Refer to the Warranty section of the current Price List or contact Victaulic for details. TrademarksVictaulic and all other Victaulic marks are the trademarks or registered trademarks of Victaulic Company, and/or its affiliated entities, in the U.S. and/or other countries. 6.0 NOTIFICATIONS WARNING • Read and understand all instructions before attempting to install, remove, adjust, or maintain any Victaulic piping products. • Depressurize and drain the piping system before attempting to install, remove, adjust, or maintain any Victaulic piping products. • Wear safety glasses, hardhat, and foot protection. • Only No. 61 bull plugs shall be used with Style 750 reducing couplings in systems where a vacuum may develop. Failure to follow these instructions could result in death or serious personal injury and property damage. 7.0 REFERENCE MATERIALS 05.01: Victaulic® Seal Selection Guide 10.01: Victaulic® Products for Fire Protection Piping Systems - Regulatory Approval Reference Guide 25.01: Victaulic® Original Groove System (OGS) Groove Specifications 26.01: Victaulic® Design Data 29.01: Victaulic® Terms and Conditions of Sale I-100: Victaulic® Field Installation Handbook 6 victaulic.com