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Reducing 90' Elbow <br />Fig. 3201 R <br />V,ASC- <br />kkpEngineered Solutions <br />Materia L Specifications <br />• Dimensions: ASME B16.3 <br />• MateriaL: ASTM A536 Grade 65-45-12 <br />• Finish: Black <br />• Threads: NPT per ASME B1.20.1 <br />• AgencyApprovaLs: ALL ductile iron threaded <br />fittings are UL/ULC Listed and FM Approved. <br />Note: Ductile iron fittings have higher tensile strength than <br />�� <br />%W <br />that of steel pipe. Therefore, over tightening can cause <br />errxaveo <br />XVMFor <br />damage to pipe threads which may cause leakage. Ductile <br />llstings/ApProvor Deans and umrtctmos,wsu <br />Iron fittings should be tighten ed a pproximately three turns <br />ourw websuo orosc-es con, or contact onnsc <br />beyond hand tight, but no more than too rtorns. <br />Engineered sownons'saresaepresenarme <br />Fig. 32O1R Reducing 90° ELbow <br />No$1ZienaL <br />Max. Working <br />Dimensions <br />Approx <br />1x2 <br />Pressured <br />A <br />6 <br />Wt. Each <br />in.(mm) <br />PSI(kPa) <br />in.(mm) <br />in.(mm) <br />Lbs.(kg) <br />1 xYz <br />500 <br />1.26 <br />1.36 <br />0.44 <br />25 x 15 <br />3450 <br />3200. <br />34.54 <br />0.20 <br />1 x s/4 <br />500 <br />1.37 <br />1.45 <br />0.52 <br />25 x 20 <br />3450 <br />34.79 <br />36.83 <br />0.24 <br />T/4 xYz <br />500 <br />1.34 <br />1.53 <br />0.64 <br />32x15 <br />34550 <br />34.03 <br />38.86 <br />0.29 <br />T/4 x3/4 <br />500 <br />1.45 <br />1.62 <br />0.72 <br />32x20 <br />3450 <br />36.83 <br />4114 <br />0.33 <br />T/4 xl <br />500 <br />1.58 <br />1.67 <br />075 <br />32x25 <br />3450 <br />4013 <br />42.41 <br />0.34 <br />P/z xYz <br />500 <br />1.41 <br />1.66 <br />0.64 <br />40x15 <br />3450 <br />35.81 <br />4216 <br />0.29 <br />P/2 x3/4 <br />500 <br />1.52 <br />175 <br />0.77 <br />40 x 20 <br />3450 <br />38.61 <br />44.45 <br />0.35 <br />T/z xl <br />500 <br />1.65 <br />1.80 <br />0.92 <br />40 x 25 <br />3450 <br />41.91 <br />45.72 <br />0.42 <br />T/z xT/4 <br />500 <br />1.82 <br />1.88 <br />1.08 <br />40 x 32 <br />3450 <br />46.22 <br />47.75 <br />0.49 <br />2x1/2 <br />500 <br />1.49 <br />1.88 <br />1.08 <br />50 x 15 <br />3450 <br />37.84 <br />47.75 <br />0.49 <br />2x3/4 <br />500 <br />1.60 <br />1.97 <br />124 <br />50x20 <br />3450 <br />40.64 <br />50.03 <br />0.56 <br />2x1 <br />500 <br />1.73 <br />2.02 <br />1.40 <br />50 x 25 <br />3450 <br />43.94 <br />51.30 <br />0.64 <br />2x11/4 <br />500 <br />1.90 <br />210 <br />1.52 <br />50 x 32 <br />3450 <br />48.26 <br />53.34 <br />0.70 <br />2x11/2 <br />500 <br />2.02 <br />216 <br />1.65 <br />50 x 40 <br />3450 <br />51.30 <br />54.86 <br />0.75 <br />A - Working Pressure Ratings are for reference only And based on Sch.40 pipe. For the latest U VULC, and FM pressure <br />ratings versus pipe schedule, please visit www.asc-es. mm or contactyour local ASC Engineered SolutionsT" Representative. <br />~B-1 <br />2 <br />i JF <br />T � <br />A 1 <br />i <br />f 1 x 2 <br />So. <br />An ASC Engineered SoLution <br />PROJECT INFORMATION <br />APPROVAL STAMP <br />Project: <br />❑ Approved <br />Address: <br />❑ Approved as noted <br />Contractor: <br />❑ Not approved <br />Engineer: <br />Remarks: <br />Submittal Date: <br />Notes 1: <br />Notes 2: <br />SPHDI-1121 page 1 PS-SUB-320IR-v0120210106 <br />