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09-9314
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09-9314
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Last modified
3/22/2011 8:17:03 AM
Creation date
3/22/2011 8:11:22 AM
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Building Department
Company Name
FLORIDA HOSPITAL ZEPHYRHILLS INC
Building Department - Doc Type
Permit
Permit #
09-9314
Building Department - Name
FLORIDA HOSPITAL ZEPHYRHILLS INC
Address
6748 GALL BLVD
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DUCTILE IRON PIPE PIPE <br /> ECONOMY <br /> • MECHANICAL JOINT DUCTILE IRON PIPE <br /> Dimensions and Weights for Special Classes ** <br /> - <br /> ...„,„:. ,,,,,,,,,,,,..., <br /> m■11111�1� \�lill\l�■ <br /> t /�i <br /> , , ' // r ' <br /> / T <br /> i <br /> B A <br /> WALL THICKNESS DIMENSIONS-INCHES APPROXIMATE WEIGHT - POUNDS <br /> NOMINAL 18 FT LAYING 20 FT LAYING <br /> INSIDE ANSI T A B BELL PIPE LENGTH LENGTH <br /> DIAMETER THICK. IN GLAND PIPE METAL BARREL <br /> INCHES CLASS INCHES O.D. 0.D. ONLY PER FT. PER PER PER PER <br /> LENGTH FOOT LENGTH FOOT <br /> 3 51 .25 7.69 3.96 9 8.9 170 9.4 185 9.3 <br /> 52 .28 7.69 3.96 9 9.9 185 10.4 205 10.3 <br /> 53 .31 7.69 3.96 9 10.9 205 11,4 225 11.3 <br /> 54 .34 7.69 3.96 9 11.8 220 12.3 245 12.2 <br /> 55 .37 7.69 3`.96 9 12.8 240 ? 13.3 265 13.2 <br /> 56 .40 7.69 3.96 9 13.7 255 14.2 285 14.2 <br /> 4 51 .26 9.12 4.80 13 11.3 215 12.0 + 240 `` 12.0 <br /> 52 .29 9.12 4.80 13 12.6 240 13.3 265 13.2 <br /> 53 .32 9.12 4.80 13 13.8 ' 260 14.5 290 ! 14.4 <br /> 54 .35 9.12 4.80 13 15.0 285 15.7 315 15.7 <br /> 55 .38 9.12 4.80 13 16.1 305 16.9 335 i. 16.8 <br /> 56 .41 9.12 4.80 13 17.3 325 18.0 360 18.0 <br /> 6 50 .25 11.12 6.90 18 16.0 305 17.0 340 16.9 <br /> 51 .28 11.12 6.90 18 17.8 340 18.8 375 18.7 <br /> 52 .31 11,12 6.90 18 19.6 370 20.6 410 20,5 <br /> 53 .34 11.12 6.90 18 21.4 405 22.4 445 22.3 <br /> 54 .37 11.12 6.90 18 23.2 435 24,2 480 - 24.1 <br /> 55 .40 11.12 6.90 18 25.0 470 26.0 520 25.9 <br /> 56 .43 11.12 6.90 18 26.7 500 ; 27.7 550 27.6 <br /> 8 50 .27 13.37 9.05 24 22.8 435 24.1 480 24.0 <br /> 51 .30 13.37 • 9.05 24 25.2 480 26.6 530 26.4 <br /> 52 .33 13.37 9.05 24 27.7 525 29.1 580 28.9 <br /> 53 .36 13.37 9.05 24 30.1 565 31.4 625 31.3 <br /> 54 .39 13.37 9.05 24 32.5 610 " 33.8 675 33.7 <br /> 55 .42 13.37 9.05 24 34.8 650 36.1 - 720 36,0 <br /> 56 .45 13.37 9.05 24 37.2 695 38.5 770 38.4 <br /> 10 50 .29 15.62 11.10 31 30.1 575 " 31.9 635 + 31.7 <br /> 51 .32 15.62 11.10 31 33.2 630 34.9 695 34.8 <br /> 52 .35 15.62 11.10 31 36.2 685 38.0 755 37.8 <br /> 53 .38 15.62 11.10 31 39.2 735 40.9 815 40.8 <br /> 54 .41 15.62 11.10 31 42.1 790 43.8 875 43.7 <br /> 55 .44 15.62 11.10 31 45.1 845 46.9 935 46.7 <br /> 56 .47 15.62 11.10 31 48.0 895 49.7 990 49.6 <br /> 12 50 .31 17.88 13.20 37 38.4 730 40.5 805 40.2 <br /> 51 .34 17.88 13.20 37 42.0 795 ' 44.1 875 43.8 <br /> 52 .37 17.88 13.20 37 45.6 860 47.7 950 47.4 <br /> 53 .40 17.88 13.20 37 49.2 925 - 51.3 1020 51.0 <br /> 54 .43 17.88 13.20 37 52.8 985 54.8 1095 54.7 <br /> 55 .46 '" 17.88 13.20 37 56.3 1050 58.4 1165 58.2 <br /> 56 .49 17.88 13.20 37 59.9 1115 62.0 1235 61.8 <br /> Depth of Bells: 3" thru 12" - 2.50 "; 14" thru 24" - 3.50" <br /> Nominal laying lengths: 3" & 4" - 20'- 0 "; 6" thru 12 " -18' or 20' -0 "; 14" thru 24 "- 18' -0 ". <br /> *Including bell. Calculated weight rounded off to nearest 5 pounds <br /> ** "Special Classes" shown above were designated "Standard Thickness Classes" in the previous <br /> editions of ANSUAWWA C15 1/A21.5 1. <br /> 12 <br />
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