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815 SIEVERS-DUECY BLVD 2025-05-05
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815 SIEVERS-DUECY BLVD 2025-05-05
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5/5/2025 7:46:45 AM
Creation date
11/19/2024 11:57:43 AM
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SIEVERS-DUECY BLVD
Street Number
815
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....,„ <br /> FireSprinkler pe . ..,,,,....o............ •.-. . <br /> 3. , ,,,„, ,.,.. <br /> Schedule 10 and Schedule 40 <br /> Submittal Data Sheet �� �� <br /> SCHEDULE 10 WEIGHTS AND DIMENSIONS <br /> WT./FT. WT./LIFT WT./LIFT WT./LIFT <br /> NPS NOMINAL OD NOMINAL ID NOMINAL WALL WT./FT. H,0 FILLED PCS./LIFT 21' 24' 25' UL <br /> In. mm in. mm In. mm lbs. Ibs. lbs. lbs. lbs. CRR'% <br /> 1 1.315 33.4 1.097 27.9 0.109 2.77 1.405 1.814 70 2065 2360 2459 11.4 <br /> 1% 1.660 42.2 1.442 36.6 0.109 2.77 1.807 2.514 61 2315 2645 2756 7.3 <br /> 1' 1.900 48.3 1.682 42.7 0.109 2.77 2.087 3.049 61 2673 3055 3183 5.8 <br /> 2 2.375 60.3 2.157 54.8 0.109 2.77 2.640 4.222 37 2051 2344 2442 4.7 <br /> 2% 2.875 73.0 2.635 66.9 0.120 3.05 3.354 5.895 30 2226 2544 2651 3.5 <br /> 3 3.500 88.9 3.260 82.8 0.120 3.05 4.336 7.949 19 1730 1977 2060 2.6 <br /> 4 4.500 114.3 4.260 108.2 0.120 3.05 5.619 11.789 19 2242 2562 2669 1.6 <br /> 5 5.563 141.3 5.295 134.5 0.134 3.40 7.780 17.309 13 2124 2427 2529 1.5 <br /> 6 6.625 168.3 6.357 161.5 0.134 3.40 , . 9.298 23.038 10 1953 2232 2325 1.0 <br /> 8 8.625 219.1 8.249 209.5 0.188 4.78 <:;16.960 40.086 7 2493 2849 2968 2.1 <br /> ii <br /> %f <br /> SCHEDULE 40 WEIGHTS AND DIMENSIONS <br /> WT./FT. WT./LIFT WT./LIFT WT./LIFT <br /> NPS NOMINAL OD NOMINAL ID NOMINAL WALL WT./FT. H2O FILLED PCS./LIFT 21' 24' 25' UL <br /> in. mm in. mm in. mm lbs. lbs. lbs. lbs. lbs. CRR` <br /> 1 1.315 33.4 1.049 26.6 0.133 3.38 1.68 2.055 70 2470 2822 2940 1.000 <br /> 11/4 1.660 42.2 1.380 35.1 0.140 3.56 2.27 2.922 51 2431 2778 2894 1.000 <br /> 1% 1.900 48.3 1.610 40.9 0.145 3.68 2.72 3.602 44 2513 2872 2992 1.000 <br /> 2 2.375 60.3 2.067 52.5 0.154 3.91 3.66 5.109 24 1845 2108 2196 1.000 <br /> 2'% 2.875 73.0 2.469 62.7 0.203 5.16 5.80 7.871 20 2436 2784 2900 1.000 <br /> 3 3.500 88.9 3.068 77.9 0.216 5.49 7.58 10.783 13 2069 2365 2464 1.000 <br /> 3% 4.000 101.6 3.548 90.1 0.226 5.74 9.12 13.400 10 1915 2189 2280 1.000 <br /> 4 4.500 114.3 4.026 102.3 0.237 6.02 10.80 16.311 10 2268 2592 2700 1.000 <br /> 5 5.563 141.3 5.047 158.2 0.258 6.55 14.63 23.262 7 2151 2458 2560 1.000 <br /> 6 6.625 168.3 6.065 154.1 0.280 7.11 18.99 31.498 5 1994 2279 2374 1.000 <br /> 8" 8.625 219.1 7.981 202.7 0.322 8.18 28.58 50.240 5 3001 3430 3573 1.000 <br /> "Calculated using Standard UL CRR formula,UL Fire Protection Directory,Category VIZY The CPR is a ratio value used to measure the ability of a pipe to withstand corrosion. <br /> Threaded Schedule 40 steel pipe is used as the benchmark(value of 1.0). <br /> ""8 NPS Schedule 40 is FM Approved but not UL Listed. <br /> oc <br /> Q!, <br /> APPROVED <br /> th ,:I Ereet fmyh roY - a. . .•� <br /> tir.ii zi . ,� Wheatland Tube <br /> .,.;....,,,,-...,-, Follov,tl.,011 4Jit",(d Y; A DIVISION OFZEkELMA.N INDUSTRIES <br /> ,:,Whe tl .lciiube <br />
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