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HYD4 PH PORTRAIT GALLERY ATTIC
METRO - SWIFT SPRINKLER CORP LIC NO SC001199 58r PULASKI ST PEABODY MA 01960 978-532-2907 Job Name : PLUMMER HALL PORTRAIT GALLERY ATTIC Remote Area : .10 / .15 GPM OVER 1672 SF ENTIRE AREA - LH / OH2 Head Info : 24 CALCULATED @ VAR SPACING 6 @ 161 SF MAX/18 @ 100 SF Flows : 701 GPM RQD INCL 250 HOSE Pressures : 67 PSI RQD AT STREET - 12 SAFETY Data File : PEM PLUMMER HALL PORTRAIT GALLERY ATTIC AREA 4.WXF Computer Programs by Hydratec Inc. Revision: 50.52.1 METRO - SWIFT SPRINKLER CORPPage 1 PLUMMER HALL PORTRAIT GALLERY ATTICDate 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 : 24.867 D2 - System Flow : 451.001 D2 - System Pressure : 66.105 Hose ( Demand ) : 250 D3 - System Demand : 701.001 Safety Margin : 12.002 D1D2D3Water Supply Curve CComputer Programs by Hydratec Inc. Revision: 50.52.1 METRO - SWIFT SPRINKLER CORPPage 2 PLUMMER HALL PORTRAIT GALLERY ATTICDate 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 PORTRAIT GALLERY ATTIC Date 7-2-2019 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Req. 325 85.167 5.6 9.18 na 16.97 0.1 161 7.0 326 81.083 5.6 11.21 na 18.75 0.15 100 7.0 327 81.083 5.6 11.68 na 19.14 0.15 100 7.0 350 81.083 11.97 na 351 81.083 13.93 na 360 72.583 19.95 na 361 72.583 19.95 na 362 72.583 20.41 na 363 72.583 20.86 na 364 72.583 20.89 na 365 72.583 22.86 na F3 72.583 24.75 na FM 63.542 29.07 na F2 46.333 39.16 na F1 31.333 49.92 na FB 31.333 60.79 na TOR 31.333 60.93 na BOR 27.333 62.8 na BKFL 27.333 65.87 na UG 24.417 67.26 na TEST 27.75 66.11 na 250.0 328 81.083 5.6 10.87 na 18.47 0.1 161 7.0 329 81.083 5.6 11.41 na 18.92 0.15 100 7.0 352 81.083 12.77 na 330 81.083 5.6 12.71 na 19.96 0.15 100 7.0 331 79.417 5.6 9.84 na 17.57 0.1 100 7.0 332 79.417 5.6 10.59 na 18.22 0.15 100 7.0 333 79.417 5.6 11.59 na 19.07 0.15 100 7.0 353 79.417 13.67 na 334 79.417 5.6 12.23 na 19.58 0.15 100 7.0 335 79.417 5.6 9.25 na 17.03 0.15 100 7.0 336 79.417 5.6 10.41 na 18.06 0.15 100 7.0 337 79.417 5.6 11.18 na 18.72 0.15 100 7.0 354 79.417 14.13 na 338 79.417 5.6 13.16 na 20.32 0.15 100 7.0 340 79.417 5.6 11.7 na 19.15 0.15 100 7.0 341 79.417 5.6 12.9 na 20.11 0.15 100 7.0 357 79.417 14.07 na 339 79.417 5.6 12.63 na 19.9 0.15 100 7.0 342 85.167 5.6 7.57 na 15.41 0.1 125 7.0 343 85.167 5.6 8.27 na 16.1 0.1 161 7.0 344 81.083 5.6 10.86 na 18.46 0.15 100 7.0 345 81.083 5.6 11.74 na 19.19 0.15 100 7.0 355 81.083 12.18 na 356 81.083 15.02 na 346 81.083 5.6 11.03 na 18.6 0.1 161 7.0 347 81.083 5.6 13.45 na 20.54 0.15 100 7.0 348 81.083 5.6 16.53 na 22.77 0.15 100 7.0 The maximum velocity is 13.83 and it occurs in the pipe between nodes 355 and 356 Pressure / Flow Summary - STANDARD Computer Programs by Hydratec Inc. Revision: 50.52.1 METRO - SWIFT SPRINKLER CORP Page 4 PLUMMER HALL PORTRAIT GALLERY ATTIC 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 *REMOTE HEAD TO SUPPLY 325 85.167 5.60 16.97 1.5 3E 12.0 10.125 120 9.180 to 0.0 12.000 1.769 326 81.083 16.97 1.61 0.0 22.125 0.0119 0.263 Vel = 2.67 326 81.083 5.60 18.75 1.5 0.0 10.000 120 11.212 to 0.0 0.0 0.0 327 81.083 35.72 1.61 0.0 10.000 0.0473 0.473 Vel = 5.63 327 81.083 5.60 19.14 1.5 0.0 2.708 120 11.685 to 0.0 0.0 0.0 350 81.083 54.86 1.61 0.0 2.708 0.1045 0.283 Vel = 8.65 350 81.083 18.47 1.5 T 8.0 2.958 120 11.968 to 0.0 8.000 0.0 351 81.083 73.33 1.61 0.0 10.958 0.1787 1.958 Vel = 11.56 351 81.083 38.88 2.5 T 16.474 16.167 120 13.926 to 4E 32.948 49.422 3.681 360 72.583 112.21 2.635 0.0 65.589 0.0356 2.338 Vel = 6.60 360 72.583 0.0 4 0.0 1.333 120 19.945 to 0.0 0.0 0.0 361 72.583 112.21 4.26 0.0 1.333 0.0038 0.005 Vel = 2.53 361 72.583 74.43 4 E 13.167 39.500 120 19.950 to 0.0 13.167 0.0 362 72.583 186.64 4.26 0.0 52.667 0.0088 0.464 Vel = 4.20 362 72.583 74.13 4 E 13.167 14.083 120 20.414 to 0.0 13.167 0.0 363 72.583 260.77 4.26 0.0 27.250 0.0163 0.445 Vel = 5.87 363 72.583 59.17 4 0.0 1.333 120 20.859 to 0.0 0.0 0.0 364 72.583 319.94 4.26 0.0 1.333 0.0240 0.032 Vel = 7.20 364 72.583 108.29 4 2E 26.334 21.708 120 20.891 to 0.0 26.334 0.0 365 72.583 428.23 4.26 0.0 48.042 0.0409 1.966 Vel = 9.64 365 72.583 22.77 4 T 26.334 2.458 120 22.857 to E 13.167 39.501 0.0 F3 72.583 451.0 4.26 0.0 41.959 0.0450 1.890 Vel = 10.15 0.0 F3 451.00 24.747 K Factor = 90.66 * F3 72.583 451.00 4 0.0 9.042 120 24.747 to 0.0 0.0 3.916 FM 63.542 451.0 4.26 0.0 9.042 0.0450 0.407 Vel = 10.15 FM 63.542 0.0 4 T 26.334 18.917 120 29.070 to E 13.167 39.501 7.453 F2 46.333 451.0 4.26 0.0 58.418 0.0451 2.632 Vel = 10.15 F2 46.333 0.0 4 T 26.334 28.917 120 39.155 to 3E 39.501 65.835 6.496 F1 31.333 451.0 4.26 0.0 94.752 0.0451 4.269 Vel = 10.15 F1 31.333 0.0 4 2T 52.668 64.958 120 49.920 to 6E 79.002 176.438 0.0 FB 31.333 451.0 4.26 B 15.8 241.396 0.0450 10.874 Vel = 10.15 Final Calculations - Hazen-Williams - 2007 Computer Programs by Hydratec Inc. Revision: 50.52.1 METRO - SWIFT SPRINKLER CORP Page 5 PLUMMER HALL PORTRAIT GALLERY ATTIC 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 S 28.968 FB 31.333 0.0 6 E 17.603 3.167 120 60.794 to 0.0 17.603 0.0 TOR 31.333 451.0 6.357 0.0 20.770 0.0064 0.133 Vel = 4.56 TOR 31.333 0.0 6 E 17.603 4.000 120 60.927 to 0.0 17.603 1.732 BOR 27.333 451.0 6.357 0.0 21.603 0.0064 0.139 Vel = 4.56 BOR 27.333 0.0 8 Zca 0.0 7.667 120 62.798 to 0.0 0.0 3.058 * * Fixed Loss = 3.058 BKFL 27.333 451.0 8.249 0.0 7.667 0.0018 0.014 Vel = 2.71 BKFL 27.333 0.0 8 3E 63.423 8.833 120 65.870 to 0.0 63.423 1.263 UG 24.417 451.0 8.249 0.0 72.256 0.0018 0.130 Vel = 2.71 UG 24.417 0.0 8 T 41.62 71.000 120 67.263 to G 4.757 89.186 -1.444 TEST 27.75 451.0 8.27 2E 42.809 160.186 0.0018 0.286 Vel = 2.69 250.00 Qa = 250.00 TEST 701.00 66.105 K Factor = 86.22 * 328 81.083 5.60 18.47 1 T 5.0 4.750 120 10.873 to 0.0 5.000 0.0 350 81.083 18.47 1.049 0.0 9.750 0.1123 1.095 Vel = 6.86 0.0 350 18.47 11.968 K Factor = 5.34 * 329 81.083 5.60 18.92 1 T 5.0 6.625 120 11.410 to 0.0 5.000 0.0 352 81.083 18.92 1.049 0.0 11.625 0.1174 1.365 Vel = 7.02 352 81.083 19.96 1.25 T 6.0 3.833 120 12.775 to 0.0 6.000 0.0 351 81.083 38.88 1.38 0.0 9.833 0.1171 1.151 Vel = 8.34 0.0 351 38.88 13.926 K Factor = 10.42 * 330 81.083 5.60 19.96 1 0.0 0.500 120 12.710 to 0.0 0.0 0.0 352 81.083 19.96 1.049 0.0 0.500 0.1300 0.065 Vel = 7.41 0.0 352 19.96 12.775 K Factor = 5.58 * 331 79.417 5.60 17.57 1 0.0 7.250 120 9.844 to 0.0 0.0 0.0 332 79.417 17.57 1.049 0.0 7.250 0.1023 0.742 Vel = 6.52 332 79.417 5.60 18.22 1.25 0.0 10.000 120 10.586 to 0.0 0.0 0.0 333 79.417 35.79 1.38 0.0 10.000 0.1005 1.005 Vel = 7.68 333 79.417 5.60 19.07 1.25 T 6.0 3.417 120 11.591 to 0.0 6.000 0.0 353 79.417 54.86 1.38 0.0 9.417 0.2213 2.084 Vel = 11.77 Final Calculations - Hazen-Williams Computer Programs by Hydratec Inc. Revision: 50.52.1 METRO - SWIFT SPRINKLER CORP Page 6 PLUMMER HALL PORTRAIT GALLERY ATTIC 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 353 79.417 19.58 1.5 T 8.0 6.042 120 13.675 to E 4.0 12.000 2.960 361 72.583 74.44 1.61 0.0 18.042 0.1837 3.315 Vel = 11.73 0.0 361 74.44 19.950 K Factor = 16.67 * 334 79.417 5.60 19.58 1 T 5.0 6.583 120 12.226 to 0.0 5.000 0.0 353 79.417 19.58 1.049 0.0 11.583 0.1251 1.449 Vel = 7.27 0.0 353 19.58 13.675 K Factor = 5.29 * 335 79.417 5.60 17.03 1 0.0 12.000 120 9.246 to 0.0 0.0 0.0 336 79.417 17.03 1.049 0.0 12.000 0.0966 1.159 Vel = 6.32 336 79.417 5.60 18.06 1.25 0.0 8.000 120 10.405 to 0.0 0.0 0.0 337 79.417 35.09 1.38 0.0 8.000 0.0969 0.775 Vel = 7.53 337 79.417 5.60 18.73 1.25 T 6.0 7.792 120 11.180 to 0.0 6.000 0.0 354 79.417 53.82 1.38 0.0 13.792 0.2136 2.946 Vel = 11.54 354 79.417 20.31 1.5 T 8.0 6.250 120 14.126 to E 4.0 12.000 2.960 362 72.583 74.13 1.61 0.0 18.250 0.1824 3.328 Vel = 11.68 0.0 362 74.13 20.414 K Factor = 16.41 * 338 79.417 5.60 20.32 1 T 5.0 2.208 120 13.160 to 0.0 5.000 0.0 354 79.417 20.32 1.049 0.0 7.208 0.1340 0.966 Vel = 7.54 0.0 354 20.32 14.126 K Factor = 5.41 * 340 79.417 5.60 19.15 1 0.0 10.000 120 11.697 to 0.0 0.0 0.0 341 79.417 19.15 1.049 0.0 10.000 0.1201 1.201 Vel = 7.11 341 79.417 5.60 20.11 1.25 T 6.0 3.833 120 12.898 to 0.0 6.000 0.0 357 79.417 39.26 1.38 0.0 9.833 0.1192 1.172 Vel = 8.42 357 79.417 19.91 1.25 T 6.0 6.042 120 14.070 to E 3.0 9.000 2.960 363 72.583 59.17 1.38 0.0 15.042 0.2546 3.829 Vel = 12.69 0.0 363 59.17 20.859 K Factor = 12.96 * 339 79.417 5.60 19.90 1 T 5.0 6.167 120 12.630 to 0.0 5.000 0.0 357 79.417 19.9 1.049 0.0 11.167 0.1290 1.440 Vel = 7.39 Final Calculations - Hazen-Williams Computer Programs by Hydratec Inc. Revision: 50.52.1 METRO - SWIFT SPRINKLER CORP Page 7 PLUMMER HALL PORTRAIT GALLERY ATTIC 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 0.0 357 19.90 14.070 K Factor = 5.31 * 342 85.167 5.60 15.41 1 E 2.0 6.667 120 7.570 to 0.0 2.000 0.0 343 85.167 15.41 1.049 0.0 8.667 0.0803 0.696 Vel = 5.72 343 85.167 5.60 16.10 1.5 3E 12.0 10.125 120 8.266 to 0.0 12.000 1.769 344 81.083 31.51 1.61 0.0 22.125 0.0374 0.828 Vel = 4.97 344 81.083 5.60 18.45 1.5 0.0 10.000 120 10.863 to 0.0 0.0 0.0 345 81.083 49.96 1.61 0.0 10.000 0.0879 0.879 Vel = 7.87 345 81.083 5.60 19.19 1.5 0.0 2.708 120 11.742 to 0.0 0.0 0.0 355 81.083 69.15 1.61 0.0 2.708 0.1603 0.434 Vel = 10.90 355 81.083 18.60 1.5 T 8.0 3.417 120 12.176 to 0.0 8.000 0.0 356 81.083 87.75 1.61 0.0 11.417 0.2491 2.844 Vel = 13.83 356 81.083 20.54 2.5 T 16.474 16.167 120 15.020 to 4E 32.948 49.422 3.681 364 72.583 108.29 2.635 0.0 65.589 0.0334 2.190 Vel = 6.37 0.0 364 108.29 20.891 K Factor = 23.69 * 346 81.083 5.60 18.60 1 T 5.0 5.083 120 11.029 to 0.0 5.000 0.0 355 81.083 18.6 1.049 0.0 10.083 0.1138 1.147 Vel = 6.90 0.0 355 18.60 12.176 K Factor = 5.33 * 347 81.083 5.60 20.54 1 T 5.0 4.458 120 13.454 to E 2.0 7.000 0.0 356 81.083 20.54 1.049 0.0 11.458 0.1367 1.566 Vel = 7.62 0.0 356 20.54 15.020 K Factor = 5.30 * 348 81.083 5.60 22.77 1 T 5.0 9.000 120 16.530 to E 2.0 7.000 3.681 365 72.583 22.77 1.049 0.0 16.000 0.1654 2.646 Vel = 8.45 0.0 365 22.77 22.857 K Factor = 4.76 * Final Calculations - Hazen-Williams Computer Programs by Hydratec Inc. Revision: 50.52.1