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HYD8 PH 1ST FLR EXHIBIT ROOMSMETRO - SWIFT SPRINKLER CORP LIC NO SC001199 58r PULASKI ST PEABODY MA 01960 978-532-2907 Job Name : PLUMMER HALL 1ST FLOOR EXHIBIT L104 - L107 Remote Area : .10 GPM OVER 1563 SF - LH Head Info : 21 CALCULATED @ 140 SF MAX Flows : 629 GPM RQD INCL 250 HOSE Pressures : 52 PSI RQD AT STREET - 26 SAFETY Data File : PEM PLUMMER 1ST EXHIBIT AREA 8.WXF Computer Programs by Hydratec Inc. Revision: 50.52.1 METRO - SWIFT SPRINKLER CORPPage 1 PLUMMER HALL 1ST FLOOR EXHIBIT L104 - L107Date 7-2-2019 10203040E50R60U70S80S90E100R110P120130140150200 400 600 800 1000 1200 1400 1600 1800FLOW ( N ^ 1.85 )City Water Supply:Demand:C1C2C1 - Static Pressure : 79 C2 - Residual Pressure: 76 C2 - Residual Flow : 1350 D1 - Elevation : 6.063 D2 - System Flow : 378.93 D2 - System Pressure : 51.739 Hose ( Demand ) : 250 D3 - System Demand : 628.93 Safety Margin : 26.531 D1D2D3Water Supply Curve CComputer Programs by Hydratec Inc. Revision: 50.52.1 METRO - SWIFT SPRINKLER CORPPage 2 PLUMMER HALL 1ST FLOOR EXHIBIT L104 - L107Date 7-2-2019 Fitting Legend Abbrev.Name ½¾11¼1½22½33½456810121416182024 B NFPA 13 Butterfly Valve 0 0 0 0 0 6 7 10 0 12 9 10 12 19 21 0 0 0 0 0 E NFPA 13 90' Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 G NFPA 13 Gate Valve 00000111122345678101113 S NFPA 13 Swing Check 0 0 5 7 9 11141619222732455565 T NFPA 13 90' Flow thru Tee 3 4 5 6 8 10121517202530355060718191101121 Zca Colt C200 Horz Butt Fitting generates a Fixed Loss Based on Flow Units Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters. Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors of 120 except as noted with *. The fittings marked with a * show equivalent lengths values supplied by manufacturers based on specific pipe diameters and CFactors and they require no adjustment. All values for fittings not marked with a * will be adjusted in the calculation for CFactors of other than 120 and diameters other than Sched 40 per NFPA. Fittings Used SummaryComputer Programs by Hydratec Inc. Revision: 50.52.1 METRO - SWIFT SPRINKLER CORP Page 3 PLUMMER HALL 1ST FLOOR EXHIBIT L104 - L107 Date 7-2-2019 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Req. DR1 40.75 5.6 7.0 na 14.82 0.1 140 7.0 E1 41.75 7.02 na DR2 46.083 5.6 7.0 na 14.82 0.1 140 7.0 E2 49.0 6.52 na 450 41.75 K = K @ E1 7.17 na 14.98 451 41.75 K = K @ E1 8.24 na 16.05 452 41.75 K = K @ E1 9.27 na 17.04 475 49.0 10.83 na 476 49.0 10.84 na 477 49.0 11.09 na 478 49.0 11.17 na 462 49.0 K = K @ E2 11.6 na 19.76 480 49.0 11.78 na 481 49.0 12.88 na 466 49.0 K = K @ E2 13.33 na 21.18 483 49.0 14.51 na 484 49.0 19.74 na F2 46.333 29.13 na 439 46.333 30.18 na F1 31.333 38.72 na FB 31.333 46.6 na TOR 31.333 46.7 na BOR 27.333 48.53 na BKFL 27.333 51.62 na UG 24.417 52.98 na TEST 27.75 51.74 na 250.0 456 49.0 5.6 7.79 na 15.63 0.1 140 7.0 457 49.0 5.6 8.7 na 16.51 0.1 140 7.0 458 49.0 5.6 9.6 na 17.35 0.1 140 7.0 453 41.75 K = K @ E1 7.02 na 14.82 454 41.75 K = K @ E1 8.06 na 15.88 455 41.75 K = K @ E1 9.12 na 16.89 459 49.0 5.6 7.97 na 15.81 0.1 140 7.0 460 49.0 5.6 8.9 na 16.71 0.1 140 7.0 461 49.0 5.6 9.82 na 17.55 0.1 140 7.0 463 49.0 5.6 10.33 na 18.0 0.1 140 7.0 464 49.0 5.6 9.3 na 17.08 0.1 140 7.0 465 49.0 5.6 11.4 na 18.91 0.1 140 7.0 467 49.0 5.6 11.2 na 18.74 0.1 140 7.0 468 49.0 5.6 12.81 na 20.05 0.1 140 7.0 469 49.0 5.6 18.87 na 24.32 0.1 140 7.0 485 49.0 19.58 na 470 49.0 K = K @ E2 19.59 na 25.67 The maximum velocity is 22.29 and it occurs in the pipe between nodes 484 and F2 Pressure / Flow Summary - STANDARD Computer Programs by Hydratec Inc. Revision: 50.52.1 METRO - SWIFT SPRINKLER CORP Page 4 PLUMMER HALL 1ST FLOOR EXHIBIT L104 - L107 Date 7-2-2019 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftng's Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Eqv. Ln. Total Pf/Ft Pf *EQUIVALENT K'S DR1 40.750 5.60 14.82 1 T 5.0 1.000 120 7.000 to 0.0 5.000 -0.433 E1 41.750 14.82 1.049 0.0 6.000 0.0747 0.448 Vel = 5.50 0.0 E1 14.82 7.015 K Factor = 5.60 * DR2 46.083 5.60 14.82 1 T 5.0 3.542 120 7.000 to E 2.0 7.000 -1.263 E2 49 14.82 1.049 0.0 10.542 0.0747 0.787 Vel = 5.50 0.0 E2 14.82 6.524 K Factor = 5.80 * *REMOTE HEAD TO SUPPLY 450 41.750 5.59 14.98 1 0.0 14.000 120 7.169 K = K @ E1 to 0.0 0.0 0.0 451 41.750 14.98 1.049 0.0 14.000 0.0762 1.067 Vel = 5.56 451 41.750 5.59 16.05 1.25 0.0 13.458 120 8.236 K = K @ E1 to 0.0 0.0 0.0 452 41.750 31.03 1.38 0.0 13.458 0.0771 1.038 Vel = 6.66 452 41.750 5.59 17.04 1.25 T 6.0 12.083 120 9.274 K = K @ E1 to 3E 9.0 15.000 -3.140 475 49 48.07 1.38 0.0 27.083 0.1733 4.694 Vel = 10.31 475 49 0.0 2.5 0.0 1.333 120 10.828 to 0.0 0.0 0.0 476 49 48.07 2.635 0.0 1.333 0.0075 0.010 Vel = 2.83 476 49 49.50 2.5 0.0 9.000 120 10.838 to 0.0 0.0 0.0 477 49 97.57 2.635 0.0 9.000 0.0276 0.248 Vel = 5.74 477 49 50.06 2.5 0.0 1.417 120 11.086 to 0.0 0.0 0.0 478 49 147.63 2.635 0.0 1.417 0.0593 0.084 Vel = 8.69 478 49 47.60 2.5 0.0 4.333 120 11.170 to 0.0 0.0 0.0 462 49 195.23 2.635 0.0 4.333 0.0992 0.430 Vel = 11.49 462 49 5.8 19.75 2.5 0.0 1.542 120 11.600 K = K @ E2 to 0.0 0.0 0.0 480 49 214.98 2.635 0.0 1.542 0.1187 0.183 Vel = 12.65 480 49 18.00 2.5 0.0 8.000 120 11.783 to 0.0 0.0 0.0 481 49 232.98 2.635 0.0 8.000 0.1378 1.102 Vel = 13.71 481 49 35.99 2.5 0.0 2.458 120 12.885 to 0.0 0.0 0.0 466 49 268.97 2.635 0.0 2.458 0.1794 0.441 Vel = 15.82 466 49 5.8 21.17 2.5 0.0 5.750 120 13.326 K = K @ E2 to 0.0 0.0 0.0 483 49 290.14 2.635 0.0 5.750 0.2068 1.189 Vel = 17.07 483 49 38.79 2.5 T 16.474 3.583 120 14.515 to 0.0 16.474 0.0 484 49 328.93 2.635 0.0 20.057 0.2607 5.228 Vel = 19.35 Final Calculations - Hazen-Williams - 2007 Computer Programs by Hydratec Inc. Revision: 50.52.1 METRO - SWIFT SPRINKLER CORP Page 5 PLUMMER HALL 1ST FLOOR EXHIBIT L104 - L107 Date 7-2-2019 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftng's Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Eqv. Ln. Total Pf/Ft Pf 484 49 50.00 2.5 2E 16.474 7.833 120 19.743 to 0.0 16.474 1.155 F2 46.333 378.93 2.635 0.0 24.307 0.3387 8.232 Vel = 22.29 F2 46.333 0.0 4 T 26.334 5.708 120 29.130 to 0.0 26.334 0.0 439 46.333 378.93 4.26 0.0 32.042 0.0326 1.046 Vel = 8.53 439 46.333 0.0 4 3E 39.501 23.208 120 30.176 to 0.0 39.501 6.496 F1 31.333 378.93 4.26 0.0 62.709 0.0327 2.048 Vel = 8.53 F1 31.333 0.0 4 2T 52.668 64.958 120 38.720 to 6E 79.002 176.438 0.0 FB 31.333 378.93 4.26 B 15.8 241.396 0.0326 7.879 Vel = 8.53 S 28.968 FB 31.333 0.0 6 E 17.603 3.167 120 46.599 to 0.0 17.603 0.0 TOR 31.333 378.93 6.357 0.0 20.770 0.0046 0.096 Vel = 3.83 TOR 31.333 0.0 6 E 17.603 4.000 120 46.695 to 0.0 17.603 1.732 BOR 27.333 378.93 6.357 0.0 21.603 0.0047 0.101 Vel = 3.83 BOR 27.333 0.0 8 Zca 0.0 7.667 120 48.528 to 0.0 0.0 3.080 * * Fixed Loss = 3.08 BKFL 27.333 378.93 8.249 0.0 7.667 0.0013 0.010 Vel = 2.27 BKFL 27.333 0.0 8 3E 63.423 8.833 120 51.618 to 0.0 63.423 1.263 UG 24.417 378.93 8.249 0.0 72.256 0.0013 0.095 Vel = 2.27 UG 24.417 0.0 8 T 41.62 71.000 120 52.976 to G 4.757 89.186 -1.444 TEST 27.75 378.93 8.27 2E 42.809 160.186 0.0013 0.207 Vel = 2.26 250.00 Qa = 250.00 TEST 628.93 51.739 K Factor = 87.44 * 456 49 5.60 15.63 1 0.0 11.000 120 7.790 to 0.0 0.0 0.0 457 49 15.63 1.049 0.0 11.000 0.0825 0.907 Vel = 5.80 457 49 5.60 16.51 1.25 0.0 11.000 120 8.697 to 0.0 0.0 0.0 458 49 32.14 1.38 0.0 11.000 0.0824 0.906 Vel = 6.89 458 49 5.60 17.36 1.25 T 6.0 0.750 120 9.603 to 0.0 6.000 0.0 476 49 49.5 1.38 0.0 6.750 0.1830 1.235 Vel = 10.62 0.0 476 49.50 10.838 K Factor = 15.04 * 453 41.750 5.59 14.82 1 0.0 14.000 120 7.015 K = K @ E1 to 0.0 0.0 0.0 454 41.750 14.82 1.049 0.0 14.000 0.0747 1.046 Vel = 5.50 454 41.750 5.59 15.88 1.25 0.0 14.000 120 8.061 K = K @ E1 to 0.0 0.0 0.0 455 41.750 30.7 1.38 0.0 14.000 0.0756 1.059 Vel = 6.59 Final Calculations - Hazen-Williams Computer Programs by Hydratec Inc. Revision: 50.52.1 METRO - SWIFT SPRINKLER CORP Page 6 PLUMMER HALL 1ST FLOOR EXHIBIT L104 - L107 Date 7-2-2019 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftng's Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Eqv. Ln. Total Pf/Ft Pf 455 41.750 5.59 16.89 1.25 T 6.0 15.500 120 9.120 K = K @ E1 to 3E 9.0 15.000 -3.140 478 49 47.59 1.38 0.0 30.500 0.1702 5.190 Vel = 10.21 0.0 478 47.59 11.170 K Factor = 14.24 * 459 49 5.60 15.81 1 0.0 11.000 120 7.972 to 0.0 0.0 0.0 460 49 15.81 1.049 0.0 11.000 0.0843 0.927 Vel = 5.87 460 49 5.60 16.71 1.25 0.0 11.000 120 8.899 to 0.0 0.0 0.0 461 49 32.52 1.38 0.0 11.000 0.0841 0.925 Vel = 6.98 461 49 5.60 17.55 1.25 T 6.0 0.750 120 9.824 to 0.0 6.000 0.0 477 49 50.07 1.38 0.0 6.750 0.1870 1.262 Vel = 10.74 0.0 477 50.07 11.086 K Factor = 15.04 * 463 49 5.60 18.00 1 T 5.0 8.583 120 10.329 to 0.0 5.000 0.0 480 49 18.0 1.049 0.0 13.583 0.1070 1.454 Vel = 6.68 0.0 480 18.00 11.783 K Factor = 5.24 * 464 49 5.60 17.08 1 2E 4.0 17.667 120 9.300 to 0.0 4.000 0.0 465 49 17.08 1.049 0.0 21.667 0.0972 2.105 Vel = 6.34 465 49 5.60 18.91 1.25 T 6.0 8.583 120 11.405 to 0.0 6.000 0.0 481 49 35.99 1.38 0.0 14.583 0.1015 1.480 Vel = 7.72 0.0 481 35.99 12.885 K Factor = 10.03 * 467 49 5.60 18.74 1 0.0 14.000 120 11.200 to 0.0 0.0 0.0 468 49 18.74 1.049 0.0 14.000 0.1154 1.615 Vel = 6.96 468 49 5.60 20.05 1.25 T 6.0 8.583 120 12.815 to 0.0 6.000 0.0 483 49 38.79 1.38 0.0 14.583 0.1166 1.700 Vel = 8.32 0.0 483 38.79 14.515 K Factor = 10.18 * 469 49 5.60 24.32 1.25 T 6.0 8.583 120 18.867 to 0.0 6.000 0.0 485 49 24.32 1.38 0.0 14.583 0.0492 0.717 Vel = 5.22 485 49 0.0 2.5 0.0 2.750 120 19.584 to 0.0 0.0 0.0 470 49 24.32 2.635 0.0 2.750 0.0022 0.006 Vel = 1.43 Final Calculations - Hazen-Williams Computer Programs by Hydratec Inc. Revision: 50.52.1 METRO - SWIFT SPRINKLER CORP Page 7 PLUMMER HALL 1ST FLOOR EXHIBIT L104 - L107 Date 7-2-2019 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftng's Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Eqv. Ln. Total Pf/Ft Pf 470 49 5.8 25.68 2.5 T 16.474 2.667 120 19.590 K = K @ E2 to 0.0 16.474 0.0 484 49 50.0 2.635 0.0 19.141 0.0080 0.153 Vel = 2.94 0.0 484 50.00 19.743 K Factor = 11.25 * Final Calculations - Hazen-Williams Computer Programs by Hydratec Inc. Revision: 50.52.1