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si si\IL DUCTILE IRON THREADED FITTINGS *AniviL <br /> FIG. 3201R <br /> Reducing 90° Elbow <br /> y <br /> B 1 <br /> /).44. <br /> t , <br /> i <br /> I- 2 <br /> A 1 LISTED APPROVED <br /> - For LISTED <br /> Details and Limitations, <br /> visit our website at ww.anvilintl.com or <br /> '� 1 x 2 wcontact an Anvil'Sales Representative. <br /> FIGURE 3201 R - REDUCING 90° ELBOW MATERIAL SPECIFICATIONS <br /> Nominal S Max. Work ng Dimensions Approx. <br /> 1 x 2 Pressure A B Wt. Each Dimensions:ASME B16.3 <br /> In.(mm) PSI(kPa) In.(mm) In (mm) Lbrial: ASTM A536 Grade 65-45-12 <br /> 1 )/2 500 1.26 1.36 0.44 Finish: Black <br /> E 150 00 <br /> 1 500 1.37 1.45 0.52 Threads: NPT per ASME B1.20.1 <br /> 3450 D° Agency Approvals: All ductile iron threaded fittings are <br /> 1%xY2 500 1.34 1.53 0.64 UUULC Listed and FM Approved. <br /> 34550 34.03 38_8:� 0 i' <br /> 1%xY4 500 1.45 1.62 0.72 <br /> 3450 36.83 41.1- ;j, NOTICE:Ductile iron fittings have higher tensile strength than that of steel pipe. <br /> 11/4 X 1 500 1.58 1.67 0.75 Therefore,over tightening can cause damage to pipe threads which may cause <br /> leakage.Ductile iron fittings should be tightened approximately three turns beyond <br /> n 13 =1 41 `!-= hand tight,but no more than four turns. <br /> 1Y2 x 1 500 1.65 1.80 0.92 <br /> - <br /> 11/2 x Ya 500 1.82 1.88 1.08 <br /> '.0 . __ 4;_,5 U. <br /> 2 N2r 500 1.49 1.88 1.08 <br /> 50 , 15 3450 S i 3 0= <br /> 2 4 500 1.60 1.97 1.24 <br /> 50a20 3450 3iO3 'iEr: <br /> 2 x 1 500 1.73 2.02 1.40 <br /> 50 x 25 :=3i 51 3 U_:., <br /> 2 x3r4 500 1.90 2.10 1.52 <br /> 5o a _ 5O 03 i_ <br /> 2 x it 500 2.02 2.16 1.65 <br /> . , 5,1 ° ;j <br /> A-Working Pressure Ratings are for reference only and based on Sch.40 pipe.For the <br /> latest ULiULCand FM pressure ratings versus pipe schedule,please visit anvilintl.com or <br /> contact your local Anvil Representative. <br /> PROJECT INFORMATION APPROVAL STAMP <br /> Project: Approved <br /> Address: QApproved as noted <br /> Contractor: QNot approved <br /> Engineer: Remarks: <br /> Submittal Date: <br /> Notes 1: <br /> Notes 2: <br /> SPF/DI-1.15 <br />